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Agenda 04-16-19
The City of wr Boynton Beach y City Commission Agenda Tuesday, April 16, 2019, 6:30 PM Intracoastal Park Clubhouse 2240 N. Federal Highway Regular City Commission Meeting - REVISED Boynton Beach City Commission Mayor Steven B. Grant (At Large) Vice Mayor Justin Katz (District 1) Commissioner Mack McCray (District 11) Commissioner Christina L. Romelus (District III) Commissioner Ty Penserga (District IV) Lori LaVerriere, City Manager James Cherof, City Attorney Judith A. Pyle, City Clerk *MISSION* To create a sustainable community by providing exceptional municipal services, in a financially responsible manner. -to- die,,C0 www.boynton-beach.org Page 1 of 993 WELCOME Thank you for attending the City Commission Meeting GENERAL RULES & PROCEDURES FOR PUBLIC PARTICIPATION AT CITYOF BOYNTON BEACH COMMISSION MEETINGS THE AGENDA: There is an official agenda for every meeting of the City Commissioners, which determines the order of business conducted at the meeting. The City Commission will not take action upon any matter, proposal, or item of business, which is not listed upon the official agenda, unless a majority of the Commission has first consented to the presentation for consideration and action. • Consent Agenda Items: These are items which the Commission does not need to discuss individually and which are voted on as a group. • Regular Agenda Items: These are items which the Commission will discuss individually in the order listed on the agenda. • Voice Vote: A voice vote by the Commission indicates approval of the agenda item. This can be by either a regular voice vote with "Ayes& Nays" or by a roll call vote. SPEAKING AT COMMISSION MEETINGS: The public is encouraged to offer comment to the Commission at their meetings during Public Hearings, Public Audience, and on any regular agenda item, as hereinafter described. City Commission meetings are business meetings and, as such, the Commission retains the right to impose time limits on the discussion on an issue. • Public Hearings: Any citizen may speak on an official agenda item under the section entitled "Public Hearings." • Public Audience: Any citizen may be heard concerning any matter within the scope of the jurisdiction of the Commission - Time Limit- Three (3) Minutes • Regular Agenda Items: Any citizen may speak on any official agenda item(s) listed on the agenda after a motion has been made and properly seconded, with the exception of Consent Agenda Items that have not been pulled for separate vote, reports, presentations and first reading of Ordinances - Time Limit- Three (3) minutes ADDRESSING THE COMMISSION: When addressing the Commission, please step up to either podium and state your name for the record DECORUM: Any person who disputes the meeting while addressing the Commission may be ordered by the presiding officer to cease further comments and/or to step down from the podium. Failure to discontinue comments or step down when so ordered shall be treated as a continuing disruption of the public meeting. An order by the presiding officer issued to control the decorum of the meeting is binding, unless over-ruled by the majority vote of the Commission members present. Please turn off all pagers and cellular phones in the City Commission Chambers while the City Commission Meeting is in session. City Commission meetings are held in the Intracoastal Park Clubhouse, 2240 N. Federal Highway, Boynton Beach. All regular meetings are held typically on the first and third Tuesdays of every month, starting at 6:30 p.m. (Please check the Agenda Schedule- some meetings have been moved due to Holidays/Election Day). Page 2 of 993 1. OPENINGS A. Call to Order - Mayor Steven B. Grant Invocation by Pastor Chuck Brannon, Gateway Community Church Pledge of Allegiance to the Flag led by Vice Mayor Justin Katz Roll Call Agenda Approval: 1. Additions, Deletions, Corrections 2. Adoption 2. OTHER A. Informational items by Members of the City Commission 3. ANNOUNCEMENTS, COMMUNITYAND SPECIAL EVENTS AND PRESENTATIONS A. Proclaim Wednesday, April 26, 2019 as "Arbor Day", Marc Saavedra, Associate Engineer, Engineering Division, Public Works will be accepting the Proclamation. B. Proclaim May 2, 2019 as National Day of Prayer. Fire Chaplain, Pastor Chuck Brannon of the Gateway Community Church will be present to accept the proclamation. C. Proclaim May 5 through May 11, 2019 as Municipal Clerks Week. Judith A. Pyle, City Clerk of Boynton Beach will accept the proclamation. D. Announcement by South Tech Academy, about the upcoming Boynton Beach Short Film Festival, April 30- May 5, 2019 at Alco's Boynton Beach Cinema. 4. PUBLIC AUDIENCE INDIVIDUAL SPEAKERS WILL BE LIMITED TO 3 MINUTE PRESENTATIONS (at the discretion of the Chair, this 3 minute allowance may need to be adjusted depending on the level of business coming before the City Commission) 5. ADMINISTRATIVE A. Appoint eligible members of the community to serve in vacant positions on City advisory boards. 6. CONSENTAGENDA Matters in this section of the Agenda are proposed and recommended by the City Manager for "Consent Agenda" approval of the action indicated in each item, with all of the accompanying material to become a part of the Public Record and subject to staff comments A. PROPOSED RESOLUTION NO. R19-044- Assess the cost of nuisance abatement on properties within the City of Boynton Beach. B. PROPOSED RESOLUTION NO. R19-045- Authorize City Manager to sign lease utilizing the State of Florida Contract 44102100-17-1 for mail processing equipment with Pitney Bowes for a sixty (60) month lease for mail processing equipment, meter, 15" color touch screen, 101b. integrated scale, laser printer, wireless keyboard, color graphic printing, SendProSeries, weighing platform, delivery, installation and training in the amount of $38,341 to be paid in monthly lease Page 3 of 993 payments of$639. C. Award the bid for "SARA SIMS PARK FENCING" Bid # 009-2412-19/IT to McConnie Fence of Tampa, FL as the lowest, most responsive, responsible bidder who met all specifications for an estimated expenditure of $90,788.00 plus a contingency of $9,000 for unforeseen conditions for a total estimated expenditure of$99,788.00 D. Approve the one-year extension for RFPs/Bids and/ or piggy-backs for the procurement of services and/or commodities as described in the written report for April 16, 2019- "Request for Extensions and/or Piggybacks." E. Accept the written report to the Commission for purchases over $10,000 for the month of March 2019. F. Approve the minutes from City Commission meeting held on April 2nd, 2019 7. BIDS AND PURCHASES OVER $100,000 A. PROPOSED RESOLUTION NO. R19-046- Approve the recommendation by the Evaluation Committee and authorize the City Manager to sign an Agreement with Rossman Enterprises DBA Clean Air Concepts as a result of RFP # 021-2210-19/IT for the installation of Vehicle Exhaust Extraction System for Fire Station #3 with an estimated cost of $54,015.00. The Agreement shall be for a period of three (3) years commencing on the date the Agreement is executed by the City with two (2) one-year renewals. B. Approve utilizing the Polk County bid for utilities construction services (BVP #14-156) with Killebrew Inc. of Lakeland, FL for underground utility work on NE 1st Street at an estimated cost of$152,808.49 and a contingency of $15,000 for unforeseen issues that arise during construction for a total estimated amount of 167,808.49. C. Approve utilizing the State of Florida Contract # 25172500-19-ACS (Alternate Source Contract) with Easy Pay tires for the purchase of Good Year Tires for the City's fleet vehicles on an "As Needed" basis with an estimated annual expenditure of $320,000. The State of Florida Alternate Source Contract procurement process satisfies the City's competitive bid requirements. D. Approve an increase to estimated annual expenditure to the following three (3) companies: Ferguson Enterprises, Fortiline Inc.and Core & Main from $85,000 to $190,000 per City Bid #040-1412-18/MFD, "Annual Supply of Brass Fittings and Accessories". E. Authorize the use of five (5) approved vendors: Barney's Pumps, Inc.; Custom Pump & Controls, Inc. / KSB; Hudson Pump & Equipment; PSI Technologies, Inc. and Xylem Water Solutions USA, Inc.for an estimated annual expenditure of $250,000 for wastewater pump replacements on an "as needed basis" for 160 wastewater lift stations that are within the Utility service area. 8. PUBLIC HEARING 7 P.M. OR AS SOON THEREAFTER AS THE AGENDA PERMITS The City Commission will conduct these public hearings in its dual capacity as Local Planning Agency and City Commission. A. PROPOSED ORDINANCE NO. 19-014- FIRST READING -Approve Harbor Cay Townhomes Future Land Use Map Amendment from Special High Density Residential (SHDR) to Mixed Use Low (MXL) for a 1.43-parcel, located at 605 Lakeside Harbor. Applicant: United Developers Group, LLC. PROPOSED ORDINANCE NO. 19-015 - FIRST READING -Approve Harbor Cay Townhomes Rezoning from I PUD, Infill Planned Unit Development to MU-1, Mixed Use 1 for a 1.43-parcel, located at 605 Lakeside Harbor. Applicant: United Developers Group, LLC. B. Approve Harbor Cay Townhomes Major Site Plan Modification (MSPM 19-003) to construct 18 Page 4 of 993 townhomes and related site improvements at a density of 12.6 dwelling units per acre on 1.43 acres located at 605 Lakeside Harbor in the Mixed Use-1 (MU-1) zoning district. Applicant: United Developers Group, LLC. C. PROPOSED ORDINANCE NO.19-004 - SECOND READING -Approve Boynton Beach Mall Future Land Use Map Amendment from Development of Regional Impact (DRI) to Mixed Use Low (MXL). Applicant: City-initiated. (Tabled to April 16, 2019) PROPOSED ORDINANCE NO.19-005 - SECOND READING - Approve the Comprehensive Plan's Future Land Use Element text amendment to delete the Boynton Beach Mall DRI from the list of DRI-classified sites. Applicant: City-initiated. (Tabled to April 16, 2019) D. Approve text amendments to the Comprehensive Plan, including: PROPOSED ORDINANCE NO. 19-012 - FIRST READING - Future Land Use, Intergovernmental Coordination and Capital Improvements Elements, reflecting elimination of school concurrency and deletion of the Public School Facilities Element; and PROPOSED ORDINANCE NO. 19-013 - FIRST READING - The Transportation Element, creating framework for potential future establishment of a mobility fee. City-initiated. E. Approve Major Master Plan Modification (MPMD 19-001) for Boynton Beach Town Square to amend the number of allowed dwelling units, revise project phasing, add a shared parking study, revise the proposed use of Building "B", increase the number of hotel rooms, and to add additional height to Building "C". Applicant: James S. Gielda, JKM Developers, LLC F. Approve Major Site Plan Modification (MSPM 19-002) for Town Square Phase Two in order to construct a 261-unit apartment building that wraps the southern garage approved in the Town Square Phase One site plan on a 3.94 acre site. Applicant: James S. Gielda, JKM BTS South, LLC G. Approve Height Exception (HTEX 19-001) for Town Square Phase III in order to allow the proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. Applicant: James S. Gielda, JKM BTS South, LLC. H. Approve Community Design Appeal (CDPA 19-001) for Town Square Phase Three from Chapter 4, Article III, Section 6.F., "Off-Street Parking Area Standards", which requires facades of parking garages that front on an arterial or collector roadway to be wrapped with habitable space. Applicant: James S. Gielda, JKM BTS South, LLC I. Approve Major Site Plan Modification (MSPM 19-005) for Town Square Phase Three in order to construct a 210 unit apartment building, a 104 unit, age restricted apartment building, 8,512 square feet of restaurant space, 11,030 square feet of retail space, and an 875 parking space garage on a 4.10 acre site. Applicant: James S. Gielda, JKM BTS South, LLC. J. Approve Conditional Use and Major Site Plan Modification for the construction of a 1,927 square foot Taco Bell Restaurant, drive-through and related site improvements, located in a C-3 (Community Commercial) zoning district. Applicant: Raymond Funk, Coastal QSR, LLC (Tabled at the March 19, 2019 Commission Meeting) (Applicant requests tabling continues to May 6th meeting.) 9. CITY MANAGER'S REPORT A. Presentation by Dr. Joseph St. Germain, President of Downs and St. Germain Research, Inc. on the Public Opinion Survey Results. B. Discuss if commission wants to have a public input meeting for 2019/20 budget, suggested dates and times: Page 5 of 993 Tuesday, May 21, 2019, 5:30prrF6:30pm before Commission Meeting Tuesday, June 4, 2019, 5:30pm-6:30pm before Commission Meeting Meeting to be held at Intracoastal Park Clubhouse 10. UNFINISHED BUSINESS - None 11. NEW BUSINESS A. Authorize Commissioner Pensega to travel to the Institute for Elected Municipal Officials (I EMO) training to be held in Tampa, FL October 4-6, 2019. B. Discussion regarding prohibition of truck and other commercial use vehicle parking in residential neighborhoods. C. Discuss attendance and authorize expenditure of funds for travel, lodging, registration and expenses at the 93rd Annual Conference of the Florida League of Cities being held in Orlando, FI on Thursday August 15 through August 17, 2019. 12. LEGAL A. PROPOSED ORDINANCE 19-010 - FIRST READING - Amending Chapter 14 of the Code of Ordinances entitled "Motor Vehicles and Traffic" creating Section 14-13 entitled "Motorized Scooters". (Tabled to April 16, 2019) 13. FUTURE AGENDA ITEMS A. Department to give brief presentation of their operations Fire- May 2019 Development- July 2019 Library - September 2019 B. Caler, Donten & Levine (city auditors) will present the Comprehensive Annual Financial Report for FY 2018. - May 7, 2019 C. Representative Mike Caruso will provide the Commission a post-legislative update- May 7, 2019 D. Proclamation for Boynton Beach Mental Health Committee- May 7, 2019 E. Staff to provide brief update on status of Town Square Project. May 7, 2019 F. Staff to provide update to City Commission on Surtax Projects for FY 18/19- May 7, 2019. G. Commission wants to discuss public safety as it relates to the Town Square Redevelopment- June 2019 H. Staff to review Development Department's plan review processes to identify efficiencies and technologies to assist with timely review of plans/projects- July 2019 I. Budget Workshops for 2019/20 proposed budget: Budget Workshops at Intracoastal Park Clubhouse; Monday, July 15, 2019 @ 5:00 P.M. Tuesday, J my 16, 2019 @ 10:00 A.M. Wednesday, July 17, 2019 @ 2:00 P.M. 14. ADJOURNMENT NOTICE Page 6 of 993 IFA PERSON DECIDES TO APPEALANY DECISION MADE BY THE CITY COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING,HUSHE WILL NEEDA RECORD OF THE PROCEEDINGSAND,FOR SUCH PURPOSE,HUSHE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDING 1S MADE,WHICH RECORD INCLUDES THE TESTIMONYAND EVIDENCE UPON WHICH THEAPPEAL 1S TO BE BASED.(F.S 286.0105) THE CITY SHALL FURNISH APPROPRIATEAUXIL ARYAIDSAND SERVICES WHERE NECESSARY TO AFFORD AN INDIVIDUAL W1THA DISABILITYAN FQUAL OPPORTUNITY TO PARTICIPATE IN AND ENJOY THE BENEFITS OFA SERVICE,PROGRAM,ORACTIVITY CONDUCTED BY THE CITY.PLEASE CONTACT THE CITY CLERKS OFFICE,(561)742-6060 OR(TTY)1-800-955-8771,AT LEAST 48 HOURS PRIOR TO THE PROGRAM ORACTIVITY 1N ORDER FOR THE CITY TO REASONABLYACCOMMODATE YOUR REQUEST. ADD1T1ONALAGENDA ITEMS MAY BEADDED SUBSEQUENT TO THE PUBLICATION OF THEAGENDA ON THE C1TYS WEB SITE. INFORMATION REGARDING 1TEMSADDED TO THEAGENDAAFTER IT 1S PUBLISHED ON THE C1TYS WEB SITE CAN BE OBTAINED FROM THE OFFICE OF THE CITY CLERK. Page 7 of 993 1.A. OPENING ITEMS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Call to Order- Mayor Steven B. Grant Invocation by Pastor Chuck Brannon, Gateway Community Church Pledge of Allegiance to the Flag led by Vice Mayor Justin Katz Roll Call Agenda Approval: 1. Additions, Deletions, Corrections 2. Adoption EXPLANATION OF REQUEST: HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: Non-budgeted ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 8 of 993 2.A. OTHER 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Informational items by Members of the City Commission EXPLANATION OF REQUEST: HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: CLIMATE ACTION DISCUSSION: Is this a grant? Grant Amount: Page 9 of 993 3.A. ANNOUNCEMENTS, COMMUNITYAND SPECIAL EVENTS AND PRESENTATIONS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Proclaim Wednesday, April 26, 2019 as"Arbor Day", Marc Saavedra, Associate Engineer, Engineering Division, Public Works will be accepting the Proclamation. EXPLANATION OF REQUEST: On February 9, students from Cub Scout Pack 241 joined City staff in planting 12 trees of various types at Oceanfront Park around the new playground. Arbor Day is observed throughout the world, and here in Boynton Beach on an annual basis we celebrate this special day by inviting local students to join City staff in planting trees at one of our local parks. This helps younger generations to appreciate the value of trees; and it is also an educational experience as City staff teaches them how to properly plant and take care of trees. The event took place earlier than usual this year as it was the only weekday that all of the students had off from school. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: Budgeted ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 10 of 993 ATTACHMENTS: Type Description D Attachment Arbor Day ® Proclamation Page 11 of 993 Proclamation WHEREAS, in 1872,J. Sterling Morton proposed to the Nebraska Board of Agriculture that a special day be set aside for the planting of trees, and WHEREAS,this holiday, called Arbor Day,was first observed with the planting of more than a million trees in Nebraska, and Arbor Day is now observed throughout the nation and the world,and WHEREAS,trees can reduce the erosion of our precious topsoil by wind and water, cut heating and cooling costs,moderate the temperature,clean the air,produce life-giving oxygen, and provide habitat for wildlife, and trees are a renewable resource giving us paper,wood for our homes, fuel for our fires and countless other wood products,and WHEREAS,trees in our city increase property values,enhance the economic vitality of business areas, and beautify our community, and WHEREAS,trees,wherever they are planted, are a source of joy and spiritual renewal. NOW, THEREFORE, I, Steven Grant,by virtue of the authority vested in me as Mayor of the City of Boynton Beach, Florida,hereby proclaim April 26,2019 as: ARBOR DAY in the City of Boynton Beach, and I urge all citizens to celebrate Arbor Day and to support efforts to protect our trees and woodlands and to support our City's urban forestry program; and IN WITNESS WHEREOF, I have hereunto set my hand and cause the Seal of the City of Boynton Beach, Florida,to be affixed at Boynton Beach Florida,the 26t'day of April,Two Thousand Nineteen. Steven B. Grant,Mayor ATTEST: Judith A. Pyle, CMC City Clerk a9 1 A 9 3.B. ANNOUNCEMENTS, COMMUNITYAND SPECIAL EVENTS AND PRESENTATIONS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Proclaim May 2, 2019 as National Day of Prayer. Fire Chaplain, Pastor Chuck Brannon of the Gateway Community Church will be present to accept the proclamation. EXPLANATION OF REQUEST: The National Day of Prayer has great significance for us as a nation as it enables us to recall and to teach the way in which our founding fathers sought the wisdom of God when faced with critical decisions. It stands as a call for us to humbly come before God, seeking His guidance for our leaders and His grace upon us as a people. The unanimous passage of the bill establishing the National Day of Prayer as an annual event, signifies that prayer is as important to our nation today as it was in the beginning. Like Thanksgiving or Christmas, this day has become a national observance placed on all Hallmark calendars and observed annually across the nation and in Washington, D.C. Every year, local, state, and federal observances were held from sunrise in Maine to sunset in Hawaii, uniting Americans from all socio-economic, political and ethnic backgrounds in prayer for our nation. It is estimated that over two million people attended more than 30,000 observances—organized by appro)amately 40,000 volunteers. At state capitols, county court houses, on the steps of city halls, and in schools, businesses, churches and homes, people stopped their activities and gathered for prayer. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 13 of 993 ATTACHMENTS: Type Description D Proclamation Proclamation Page 14 of 993 Proclamation WHEREAS prayer has helped pull people through struggles and fears of every kind,it also serves as a way to express love,gratitude and concern,whether in private or among family and friends. WHEREAS throughout our nation's history,leaders have urged citizens of faith to pray for our land and those who defend our freedoms at home and abroad. For many in Boynton Beach,prayer is an important part of their daily lives. Today, we join with people across our country in uniting in a National Day of Prayer. WHEREAS churches, synagogues, temples, mosques, at home or other hallowed places all provide sanctuaries in which to commune with God. In these prayers, may we remember loved ones, our communities, our troops, people and families in need and especially our hard-working friends and neighbors who are struggling during these challenging economic times. NOW THEREFORE,I,Steven B. Grant,Mayor of the City of Boynton Beach,Florida,do hereby proclaim the 2nd day of May,Two Thousand Nineteen as: National Day of Prayer and urge all citizens to worship as their conscience dictates. IN WITNESS WHEREOF,I have hereunto set my band and cause the Seal of the City of Boynton Beach, Florida,to be affixed at Boynton Beach Florida,the 161h day of April Two Thousand Nineteen. Steven B. Grant,Mayor ATTEST: Judith A. Pyle,CMC City Clerk 3.C. ANNOUNCEMENTS, COMMUNITYAND SPECIAL EVENTS AND PRESENTATIONS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Proclaim May 5 through May 11, 2019 as Municipal Clerks Week. J udith A. Pyle, City Clerk of Boynton Beach will accept the proclamation. EXPLANATION OF REQUEST: May 5-11, 2019, the International Institute of Municpal Clerks (I IMC) is sponsoring the 50th Annual Municipal Clerks Week, a weeklong series of activities aimed at increasing the public's awareness of municipal clerks and the vital services they provide for local government and the community. During this week, municipal clerks throughout the world will host open houses and tours of the municipal clerk's office, visit local schools and participate in other various events. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Proclamation Proclamation D Other Clerks Feather 50 Years Page 16 of 993 Proclamation WHEREAS,The Office of the Municipal Clerk,a time honored and vital part of local government exists throughout the world,and the Office of the Municipal Clerk is the oldest among public servants;and WHEREAS, The Office of the Municipal Clerk provides the professional link between the citizens, the local governing bodies and agencies of government at other levels. Municipal Clerks have pledged to be ever mindful of their neutrality and impartiality,rendering equal service to all;and WHEREAS,The Municipal Clerk serves as the information center on functions of local government and community; and continually strive to improve the administration of the affairs of the Office of the Municipal Clerk through participation in education programs, seminars, workshops and the annual meetings of their state,provincial,county and international professional organizations. WHEREAS,It is most appropriate that we recognize the accomplishments of the Office of the Municipal Clerk. NOW THEREFORE,I,Steven B. Grant,Mayor of the City of Boynton Beach,Florida,do hereby proclaim the week of May 5—11,Two Thousand Nineteen as: Municipal Clerk's Week IN WITNESS WHEREOF,I have hereunto set my hand and cause the Seal of the City of Boynton Beach, Florida,to be affixed at Boynton Beach Florida,the 16,h day of April Two Thousand Nineteen. Steven B. Grant,Mayor ATTEST: Judith A. Pyle,CMC City Clerk y �t�{ay3 n 1969-2019 1 ��u �" r, ` ,` ��6 as'' s C JOINS', s• l ' ' F : 1 Page 18 of 993 3.D. ANNOUNCEMENTS, COMMUNITYAND SPECIAL EVENTS AND PRESENTATIONS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Announcement by South Tech Academy, about the upcoming Boynton Beach Short Film Festival, April 30- May 5, 2019 at Alco's Boynton Beach Cinema. EXPLANATION OF REQUEST: The Boynton Beach Short Film Festival celebrates both the history and the future of the film industry with six days of films from around the globe, including post-screening discussions with filmmakers and cast, special events, parties, networking opportunities, and industry panels Student filmmakers from middle school, high school, community college, and university levels, along with local professional filmmakers, enter their work in competition for prize money and awards with the chance to have their films shown on the "big screen" during the festival. "Out of Competition" films are solicited by us from various film festival directors, filmmakers, sales agencies, and distributors from around the world. Activities also include seminars, workshops, and "hands-on" experience with filmmakers and professionals from all areas of the industry. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? n/a FISCAL IMPACT: n/a ALTERNATIVES: Not allow the announcement STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 19 of 993 5.A. ADMINISTRATIVE 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Appoint eligible members of the community to serve in vacant positions on City advisory boards. EXPLANATION OF REQUEST: The attached list contains the names of those who have applied for vacancies on the various Advisory Boards. A list of vacancies is provided with the designated Commission members having responsibility for the appointment to fill each vacancy. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? Appointments are necessary to keep our Advisory Board full and operating as effectively as possible. FISCAL IMPACT: Non-budgeted None ALTERNATIVES: Allow vacancies to remain unfilled. STRATEGIC PLAN: Building Wealth in the Community STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Other Appointments D Other LYMAN, Judi Page 20 of 993 APPOINTMENTS AND APPLICANTS FOR APRIL 16, 2019 Arts Commission I Katz Alt 2 yr term to 12/20 tabled (2) Applicants None Building Br f Adjustments and Appeals III Romelus Reg 2 yr term to 12/19 tabled (3) IV Penserga Alt 2 yr term to 12/20 tabled (3) Mayor Grant Alt 2 yr term to 12/19 tabled (3) 1 Katz Reg 2 yr term to 12/19 tabled (2) Applicants None Education iBoard IV Penserga STU 2 yr term to 12/19 tabled (3) Mayor Grant STU NV 2 yr term to 12/19 tabled (2) Applicants None Historic Resou III Romelus Alt 2 yr term to 12/19 tabled (3) IV Penserga Alt 2 yr term to 12/20 tabled (2) Applicants None Library Mayor Grant Alt 2 yr term to 12/20 tabled (3) 1 Katz Alt 2 yr term to 12/20 Applicants None Page 21 of 993 Recreation IV Penserga Alt 2 yr term to 12/20 tabled (3) Applicants None Senior Advisory II McCray Alt 2 yr term to 12/20 tabled (3) III Romelus Reg 2 yr term to 12/20 tabled (2) Applicants Lyman, Judith Page 22 of 993 Che,"ra-Guberman, Catherine -E L I Un E From: secretaryexpress <noreply@123formbuilder.io> Sent: Friday,April 12, 2019 12:06 AM e- To: City Clerk Subject: Advisory Board Appointment application Today's date 04/12/2019 Name Judi Lyman Gender Female Phone number 561-704--2507 Address 2 Villa Lane Boynton Beach FL 33436 United States Email seeretaryexpress@aol.com Current occupation or,if Retired retired,prior occupation Education Associates Degree Are you a registered voter? Yes Do you reside within the Yes Boynton each City limits? Do you own/manage a No business within City lin-&O if"yes",name of business: Are you currently serving No on a City board? Have you served on a City No board in the past? If"yes", which board(s) and when? Have you ever been Yes convicted of a crime? If"yes",when and where? 1989 Release of Civil Disabilities Advisory Board Senior Advisory Board Personal Qualifications I worked in 1990 for Mrs. Rose Darden at St. Mathews House in West Palm Beach. I obtained grants from The Ryan White Foundation and other grant money. I ran the office and served on their Board of Directors. Professional Memberships Public Notary Florida Life, Health, and variable annuities License for over 10 years Page 23 of 993 Feel free to affach/upload an extra sheet or resume. Certification 1, the applicant, hereby certify that the statements and answers provided herein are true and accurate. I understand that, if appointed, any false statements may be cause for removal from a board. The message has been sent from 73.46.25.253(United States)at 2019-04-1123:05:44 on Whone 12.1 Entry ID:328 Referrer:https://www.boynton-beach.org/boards-and-committees Form Host: https://www.123formbuilder.com/form-583214/Advisory-Board-Appointment-Application 2 Page 24 of 993 6.A. CONSENTAGENDA 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: PROPOSED RESOLUTION NO. R19-044-Assess the cost of nuisance abatement on properties within the City of Boynton Beach. EXPLANATION OF REQUEST: In accordance with the Municipal Lien Procedure on file in the City of Boynton Beach, the attached list contains the addresses of properties cited by Community Standards for nuisances abated by a City- contracted vendor. Finance sent an invoice to each property owner. There was no response within the required 30-day period. Copies of the invoices were then forwarded to the City Clerk's Office for continuation of the procedure. The property owners were again issued a copy of the invoice and a letter which offered an opportunity to pay the invoice within an additional 30-day period. The attached list contains the names of the property owners who have still not responded to our correspondence. At this point in the procedure, authorization is requested to record liens against these properties in the public records of Palm Beach County within 30 days of adoption of the Resolution. Prior to sending the Resolution to the County for recording, the City Clerk will send another letter to each property owner notifying them they have another 30 days to pay the invoice before the Resolution is sent for recording. An additional administrative fee of$30 will be added to the assessment when the Resolution is sent to the County for recording. Thirty days after the Resolution is recorded, the property owners will receive, by certified mail, a copy of the Resolution and another letter stating the unpaid balance will accrue interest at a rate of 8% per annum. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: This process allows us to place liens on the properties in order to reimburse the City for the services that were provided when the nuisances were abated. ALTERNATIVES: The alternative would be to not place liens on the properties and not collect for the service provided. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Page 25 of 993 Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Resolution Resolution authorizing nuisance abatement D Exhibit Exhibit A Page 26 of 993 1 RESOLUTION NO. R19- 2 3 A RESOLUTION OF THE CITY OF BOYNTON 4 BEACH, FLORIDA ASSESSING THE COSTS OF 5 ABATEMENT OF CERTAIN NUISANCES 6 AGAINST THE OWNERS OF THE PROPERTIES 7 INVOLVED; AND PROVIDING AN EFFECTIVE 8 DATE. 9 10 11 12 WHEREAS, a contract vendor was requested by Community Standards to mow the 13 lots,remove vegetation and board up structures on the properties, described in Exhibit"A"; and 14 15 WHEREAS, the owners of the parcel(s) of property hereinafter described were 16 invoiced by the Finance Department in an effort to recoup these costs with no response; and 17 18 WHEREAS, said nuisance was not abated as required; and, 19 20 WHEREAS, all of the property owners listed in the attached Exhibit "A" were sent 21 letters offering them an opportunity to remit within 30 days in order to avoid incurring a lien 22 on their property; and 23 24 WHEREAS, the City Manager or her authorized representative has made a report of 25 costs actually incurred by the City and abatement of said nuisance as to the property(s)involved, 26 which is described in Exhibit"A" attached to this Resolution; and 27 28 WHEREAS, upon passage of this Resolution, the property owners will be furnished 29 with a copy of this Resolution, and given one more opportunity to remit all costs associated 30 with the abatement in full within 30 days of the passage of the Resolution, before transmittal to 31 the County for recordation of Liens; and 32 33 34 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF 35 THE CITY OF BOYNTON BEACH, FLORIDA AS FOLLOWS: 36 37 Section 1: Each Whereas clause set forth above is true and correct and incorporated 38 herein by this reference. 39 40 Section 2: The amount of costs incurred by the City and the abatement of the above- 41 described nuisance as to the parcels of land, owned and indicated to wit: 42 43 44 SEE ATTACHED EXHIBIT "A" 45 46 C:AProgram Files(x86)Aneevia.com\docConverterProAtemp\NVDC\2AF7BB7A-350D-4625-9796-AE8607ABA812\Boynton Beach.16012.1.Nuisance Abatement for 041619- Reso.docx Page 27 of 993 47 Subject amount is hereby assessed as liens against said parcels of land as 48 indicated, plus an additional administrative charge of $30.00 for each Lien. 49 Liens shall be of equal dignity with the taxes there from for the year 2019, and 50 shall be enforced and collected in like manner pursuant to applicable provisions 51 of law. In the event collection proceedings are necessary, the property owner 52 shall pay all costs of the proceedings, including reasonable attorneys fees. 53 54 Section 3. This Resolution shall become effective immediately upon passage. 55 56 57 PASSED AND ADOPTED this day of , 2019. 58 CITY OF BOYNTON BEACH, FLORIDA 59 60 YES NO 61 62 Mayor— Steven B. Grant 63 64 Vice Mayor—Justin Katz 65 66 Commissioner—Mack McCray 67 68 Commissioner—Christina L. Romelus 69 70 Commissioner—Ty Penserga 71 72 73 VOTE 74 ATTEST: 75 76 77 Judith A. Pyle, CMC 78 City Clerk 79 80 81 (City Seal) 82 C:AProgram Files(x86)Aneevia.com\docConverterProAtemp\NVDC\2AF7BB7A-350D-4625-9796-AE8607ABA812\Boynton Beach.16012.1.Nuisance Abatement for 041619- Reso.docx Page 28 of 993 ;).,:0 000000000 000 0000000aza 00 00 00 00 00 00 00 00 M 00 00 00 00 00 00 00 00 00 00 00 M M M00 00 M M V 00 M M 00 V 00 M M 00 00 M a M 1-0 M 00 M 00 M 00 1- M� O O M 00 M &ld ,.,r�ER ER ER ER ER ER ER ER ER ER ER ER ER ER ER ER ER ER ER ERka d) N 00 M N M M M V N M W N V V V V 0 V V V V V (O� N� (0(° °+C M M M 0000 1-1- rM M I- I-00 I-M MMM rI- F• M M M M M 0 0 0[- [- m co m 0 M M M M M M 0 V V V V V V V V V V V V V V V V V V V O00 00 00 O O 00 O O 00 00 N M V co m 0 m co m V 0(O - N d) N 00 NO N M O V M O O V N {0 OO OO M O VSO M O O VOO O N OO Ln 0) 1-000000 M 0001- 00030 Mln 0 0 O O M O M 0 0 0 O M O 0 0 0 0 00 'O 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 N 1� Mr� V V 1- N V N 0 0 0 0 0 0 O NO 0) CO M0 0 M 0M M -0 M0 O N N N N N O N N N O N N O V V V V V V V V V V V V V V V V V V V V 7 V V V V V V V V V V V V V V V V V V V V 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 ". O 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 'O m 00 °kMdfsY2'is V� 0 00 M(O OV V M rV 1- Lr) M OO �r0 1- 01- 00r N N I� N N � 0!00 W W W W W W W W W W W W W 00 W W W W CO M U O M M M M I- M M 1- Cl) M M M M M ` M LL O co M M M M M M 0 M M M M M r M Lr) M M M M M M M M M M M M M M V J M(O M M 00 M M M M M M M I� M M `J M LL J J Jq J J J J J J J LL LL Y J J '=LL M LL(rMj LL 0p LL(+Mj LL LL LL LL W LL LL O t t U t J c;l7a,mUd mUdU 0 _J _ d_ _ O d_ d_ LL U U U U U M U U _ Ma) M M M M L M M M MU 'O'O a - a) amdX d oH _0_0N ° 3 E 3 3 0 o M o o o O M o o O M M C -21 J C C J J > > E Y > > U > 0 3 > r M r r O O O O M O 0 0 0 0 0 0 0 0 0 0 s' O O J m= CO CO CO m = m m LL co 0o O LL LL O > m O 25 N 0)J d (6 Y d E > C m (� p wQ Q Q dQ cMi E F d0000 E r ac d 7 as U c (L d M M >.N O - M ONs U t cu X X a JrnWa �0LLI (0 0co ,�•Z W (n Z(,.� ZMMZZ ZMZ M� Z W� mm M O M M V M 3 M M V M N M W O O (O N m M M V 00 V O (O V 00 M N M N N m M M V (O W — M V M (0 N N d d C O U O N Q -Oo M J 3 J � 3 M ) 0- J Z �=_ m 0 U) O J O B U) cuJuj i a) O m m O N L i C N N N O Z °' _ ° u = O N O_ ?i O O O U O O i O z m H U ° cu rn:° ° Y U) O N N ; (�6 Y ° W ° ° W W m (U (u d m d d z m = � = a � � � y LI N W W O W Y N m ' E > ° T _ M M d 7 O a) O O O 3_ QLLL� � (7 N N � 23 23 2 , d LL d d _; M Z LL LL d d O M' 2 — O M N E C .O C e m C C m O C cu M O O m °� M ° O O .'`i2 0N - L � m0 �� 6.B. CONSENTAGENDA 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: PROPOSED RESOLUTION NO. R19-045-Authorize City Manager to sign lease utilizing the State of Florida Contract 44102100-17-1 for mail processing equipment with Pitney Bowes for a sixty (60) month lease for mail processing equipment, meter, 15" color touch screen, 101b. integrated scale, laser printer, wireless keyboard, color graphic printing, SendProSeries, weighing platform, delivery, installation and training in the amount of$38,341 to be paid in monthly lease payments of $639. EXPLANATION OF REQUEST: LEASE TERM: February 21, 2019-- February 20, 2024. The City's existing five-year lease with Pitney Bowes expired in February, 2019. The City paid $611 per month under the prior lease. The new postage machine offers advanced technology, faster scanning and processing. The increase would be $28 per month or $1,680 over the five years of the lease. Pitney Bowes does not require a separate lease agreement. They accept the City's purchase order as the agreement along with all the pertinent information concerning the lease equipment. The State of Florida complied with public competitive requirements that equal or exceed the City of Boynton Beach bid requirements. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? By leasing our own mailing system, the City maintains more control over postage; enjoys the convenience of posting the City's mail in the Clerk's office rather than carrying the mail to the Post Office and waiting for the mail to be processed. FISCAL IMPACT: Budgeted Funds are available in the City Hall General Administration account number 001-1211-512-44-30. With a lease payment of$639 per month, the annual expenditure for the lease is $7,668. ALTERNATIVES: The alternative to leasing mail processing equipment would be to carry the mail twice daily to the post office for processing. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Page 30 of 993 Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Resolution Resolution approving 60 month Lease of Mail Processing Equipment D Agreement Lease Page 31 of 993 1 RESOLUTION NO. R19-045 2 3 A RESOLUTION OF THE CITY OF BOYNTON BEACH, 4 FLORIDA, APPROVING AND AUTHORIZING THE CITY 5 MANAGER TO SIGN A LEASE AGREEMENT WITH PITNEY 6 BOWES, INC., FOR THE 60 MONTH LEASE OF MAIL 7 PROCESSING EQUIPMENT IN THE ANNUAL AMOUNT OF 8 $7,668.00; AND PROVIDING AN EFFECTIVE DATE. 9 10 WHEREAS, the City's existing five-year lease with Pitney Bowes expired in 11 February, 2019; and 12 WHEREAS, by leasing our own mailing system, the City maintains more control 13 over postage and it is more efficient to post the City's mail in the Clerk's office rather than 14 carrying the mail to the Post Office and waiting for it to be processed; and 15 WHEREAS, upon recommendation of staff, the City Commission does hereby 16 approve the City Manager to sign the Lease Agreement with Pitney Bowes, Inc., for the 60 17 month lease of mail processing equipment in the annual amount of$7,668.00. 18 NOW, THEREFORE,BE IT RESOLVED BY THE CITY COMMISSION OF 19 THE CITY OF BOYNTON BEACH, FLORIDA, THAT: 20 Section 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as 21 being true and correct and are hereby made a specific part of this Resolution upon adoption 22 hereof. 23 Section 2. The City Commission hereby approves the City Manager sign the 24 Lease Agreement with Pitney Bowes, Inc for the 60 month lease of mail processing 25 equipment,in the annual amount of$7,668.00, a copy of which is attached hereto as Exhibit 26 "A". 27 C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\OD8C06E6-1B65-4659-93AB-525F910BA651\Boynton Beach.16120.1.Lease_Agreement With Pitney_Bowes_(Mail_Equipment)_-_Reso.Docx Page 32 of 993 28 Section 3. That this Resolution shall become effective immediately. 29 PASSED AND ADOPTED this day of , 2019. 30 31 CITY OF BOYNTON BEACH, FLORIDA 32 33 YES NO 34 35 Mayor— Steven B. Grant 36 37 Vice Mayor—Justin Katz 38 39 Commissioner—Mack McCray 40 41 Commissioner—Christina L. Romelus 42 43 Commissioner—Ty Penserga 44 45 VOTE 46 47 ATTEST: 48 49 50 51 52 Judith A. Pyle, CMC 53 City Clerk 54 55 56 (City Seal) 57 C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\OD8C06E6-1B65-4659-93AB-525F910BA651\Boynton Beach.16120.1.Lease_Agreement With Pitney_Bowes_(Mail_Equipment)_-_Reso.Docx Page 33 of 993 pitneybowes State of Florida Contract#44102100-17-1 Order Form Agreement Number Your Business information Full Legal Name of Lessee J DBA Name of Lessee CRY of Boynton Beach Tax ID#(FEIN/TIN) 596000282 Sold-To:Address 3301 Quantum Blvd Ste 101,Boynton Beach,FL,33435-3838,US Sold-To:Contact Name Sold-To:Contact Phone# Sold-To:Account# Judith Pyle - (561)742-6060 0015031521 Bill-To:Address PO BOX 310,BOYNTON BEACH,FL,33425-0310,US Bill-To:Contact Name Bill-To:Contact Phone# Bill-To:Account# Bill-To:Email Judith Pyle (561)742-6060 0016613557 pylej@bbfl.us Ship-To:Address 3301 Quantum Blvd Ste 101,Boynton Beach,FL,33435-3838,US Ship-To:Contact Name Ship-To:contact Phone# Ship-To:Account# Judith Pyle (561)742-6060 0015031521 PO# Your Business Needs me Qty Item Business Solution Description 1 SENDPROPSERIES SendPro P Series 1 1 FW1 Differential Weighing Feature 1 1F 10 In Interfaced Weighing(unit) 4W00 Connect+/SendPro P Series Meter APA2 100 Dept Analytics APFB Color Graphics Printing APFM Connect+Laser Printer Enabled APKE SendPro P Receiving Feature APKF SendPro P Shipping Feature Access APSH Connect+220 LPIVI Speed AZBD SendPro P3000 Series WOW AZBM SendPro P3000 Color Print Module US356009.1 06/17 ®2017 Pitney Bowes Inc.All rights reserved. Page I of 3 Y101284313 Sea Pitney Bowes Tems for additional t--s and conditions Page 34 of 993 m9ss Mallstrearn Intellilink Services MPDX Differential Weigh 2,5,&101b scale MSD2 15"Calor Touch Display M 000 SendPro P Series Drop Slacker M 014 Wireless Keyboard M 600 Weighing Plafform SJM3 SORGuard for SendPro P3000 SPY8 Laser Printer STDSLA Standard SLA-Equipment Service Agreement(for SendPro P Series) T6CS Receiving-Standard Your Payment Plan Initial Term: 60 months Initial Payment�Amount: Number of Months n'P Tax Exempt Certificate Attached MO thly Amount Billed Quarterly at- Tax Exempt Certificate Not Required Qu 60 39 6$ $639.02 $1,917.06 Purchase Power®transaction fees included not include any applicable sales,use,or property taxes which will be billed separately. (X) Purchase POWerQD transaction fees extra US356009.1 06/17 0 2017 Pitney 8—s Inc.All rights reserved. Page 2 of 3 Y101284313 sea Pitney Bowes Terms for additional terms end—ndili.. Page 35 of 993 Your Signature Belowawm�mwaamm,= By your signature below or Purchase Order,you are entering into a Lease Agreement Pursuant to the terms and conditions of the Florida STC No.44102100-17-1.If software is included in the Order,additional terms apply.Please refer to-mmW.pjtpeyhQwes MIUS/State:and-local for the applicable software terms. City Of Boynton Beach 44102100-17-1 State/Entity's Contract Lasses Signature Lori LaVerriereY�11.-es�Sig,.�.r. POI-life 1 T y Manager January Date sate APPROVED FRM: v v CITYY A 1EY Emai!Address -.- Sales Information Benito Rubj,Jr. Account Rep Name Email Address US356009.1 06117 0 2017 Pitney Bowes Inc.All rights reserved. Page 3 of 3 Y101284313 S"Phney Bowes Terms for addition.]to,,ns and conditions Page 36 of 993 s ' tepurchasing ta J41 V, State Term Contract 44102100-17-1 For II Processing Equipment This Contract is between the State of Florida, Department o the to o lr! ! Management is (Department), agency f Inc.(Contractor), colt ctiv l referred in as s., The Contractor submitted response to the Department's solicitation, ITB 22-44102100-Z for Mail Processing Equipment, After concluding all evaluations, rt s determined that the Contractor'sresponse provides best f v u to the State of Florida. Accordingly, t e Parties agree as folio I. Initial Contract Term. The Initial Contract Term shall be for five years. The Initial Contract Termshall begin o n February 20, 17. he Contract shall expire on February 19,2022 unlessterminated i i n ta General Contract i . It. Renewal Term. Upon mutual written agreement,the Parties may renew this Contract, In of in part,for a Renewal Tenn not to exceed the Initial Contractu o the incorporated General ont ' ' n . ContracIL As used in thisdocument," n (whether or not capitalized)shall, unless the context requires e, include this ocument and all incorporated ! its, which set forth the entire i supersedesng of the Parties and II prior agreements. II modifications tot this o i i ` yParties. all All Exhibitslisted r incorporated in their entlretY into, and f orin Part T r Exhibits shall v priorityin order listed: f i r Exhibit I Contract Conditions Exhibit : I 1 1 OO-Z and any addenda In reverse r of Issuance c) Exhibit C: Pricehet Page I of 7 Page 37 of 993 StSft TWM COntr8ct1 ii PrOcOssing Equipment IV. Contract YA'Anagement Deparhmnes Contract Manager. Corina Chiorescu PDivision of Stateerg Fbdda Department of Management Services 4050 EsPlanade Way,Suite Tallahassee, Florida 32399-0950 Telephone:(850)4W9847 Emaff: i Inc.Dean Marriott Pitney Bowes 2368 Stoney i Island, FL 32D03 Email:Telephone:90"732411 IN VVITNESS ® the Parties hereto have caused this , which includes the bindingincoWrated and itsigned .t t f i i Pftnoy Bowes Inc. to of'Florl pe ant anagement Services A Signature Rosa ram rurawr4ftr Purchasing Nwne r Title ~*Jae Naurne%, �j /07 Daft to Page 2 of7 i Page 38 of 993 State Term Contract No. 44102100.17-1 Mail Processing Equipment 1.1 Purpose The purpose of this State Term Contract is to provide state agencies and OEUs a vehicle to acquire mail processing equipment and related supplies and services. Core products offered under this Contract is the maintenance and lease of equipment, classified under the following categories: Category - pecikfli cations of Malting-M a- ch-Ine. (A 1-1 must Include meter) Number Mailing machine with capacity to meter between 15 and 20 LPM with minimum of 2 pound (�Ib)scale 2 Ma- iling machine with capacity to meter between 21 LPM and 50 LPM and with sealer, and differential weighing and minimum of 5 lb scale 3 Mailing machine with capacity to meter between 5-1 LOM and 10" -0 LPM with sealer, differential weig 1 aini h qg nd mmum of 5 lb scale e with capaci i"-- - _ -6--- ----- - ---b ---- - -- - 4 Mailing mac6in cit 0 meter� etween 101 LPM and 179 LPM with sealer, differential weighing and minimumof 5 lb scale 5 Mailing mac_h1�e_W1j1j_CjjjjjcitY`-t0 meter up to 179---L- with sealer, 6differential welgk1p%, d is scale and minimum of 5 lb scale chin ing y1n_a. I— --I'-----_ - 'ma chine with capacity to meter 1801 PM with sealer, differential weighing, dynamic scale and minimum of I o lb scale Non-core products offered under the Contract are the lease or purchase of equipment classified under the following categories: Inserters 0 Openers Folders S S Ij Folders-Inserters u lies M EE9 M ail P 11 Pr ro Mail Processing Equipment Accessories Mail Processing `'ment Software Only Mail Processing Equipment Accessories, Mail Processing Equipment Software and Supplies that have connectivity with an item(s) awarded on the core price sheet will be on the contract. The only non-core service the Department will consider is yearly maintenance for non- core products. The Department reserves the right to reject any and all items offered as a non- core product. 1.2 General Requirements 1.2.1 Commodity Standards All Commodities under this Contract shall conform with and be governed by all applicable current Postal regulations and remain in compliance during the term of this Contract and until completion of any lease including maintenance or a separate maintenance agreement provided under this Contract. USPS regulations can be found in the Mailing Standards of the United States Postal Service Domestic Mail Manual: Commercial Mailing Service at: If USPS requirements and standards change during the term of a lease, the Contractor shall modify the existing equipment or replace the existing equipment to meet the new USPS Page 3 of 74 Page 39 of 993 State Term Contract Mail Processing Equipment requirements at least ten business days prior to the USPS change. The modification or replacement of equipment shall be completed without cost to Customers. All Commodities offered under this Contract, except for postage meters, shall be new, unused, of current production and of the latest design and construction. Used, rebuilt, remanufactured, shopworn, demonstrator, discontinued or prototype items shall not be offered. Note: It is understood that some new machines are manufactured from new parts which contain some recycled raw materials or components but all Commodities are deemed "new" and are fully warrantied against defect. Postage meters rented under this Contract are not required to be new and the Contractor is responsible for ensuring that they are in proper working order. The Department reserves the right to request technical literature on any item. 1.2.2 Pricing The Contractor shall adhere to the prices submitted in the ITB Price Sheet(s), which are incorporated by reference into the Contract. Lease prices shall remain firm throughout the lease period and shall include a full-service maintenance agreement for all equipment for the life of the lease. All prices shall be Free on Board (FOB) destination delivery, and include installation, warranty, rate change protection, on- site training and product manuals. 1.2.3Recall(s) In the event there is a recall of any of the Commodities, the Contractor shall provide reasonable assistance to the Department in developing a recall strategy and shall cooperate with the Department and Customers in monitoring the recall operation and in preparing reports as may be required. Each Contractor shall, at the request of the Department and/or any Customer, provide all reasonable assistance in locating and recovering any recalled equipment that is not in accordance with the requirements of the Contract. Each Contractor shall immediately notify and provide copies to the Department of any communications relating to recalls with any Customer. The Contractor, at its own cost, shall ensure defective equipment and supplies are rectified, replaced or destroyed in compliance with all applicable laws, rules or regulations and the Department's reasonable instructions. 1.2.4 Contract Warranty and Maintenance Contract Warranty Leased equipment shall be warrantied and maintained for the life of the lease. Purchased equipment shall be warrantied and maintained for a minimum of one year or the manufacturer's standard warranty, whichever is longer. The warranty and maintenance period shall commence upon acceptance of equipment by the Customer as evidenced by a certificate of acceptance form. All Commodities must operate in accordance with the manufacturer's standard specifications. The Contractor shall provide postage rate protection, software and firmware updates, and preventative maintenance services. All defective or broken parts not caused by accident, neglect, misuse, or abuse shall be repaired or replaced and all necessary machine adjustments occasioned by such defective or broken parts shall be performed. All warranty and maintenance services and products shall be provided at no cost to the Customer. Page 4 of 74 Page 40 of 993 State Term Contract Mail Processing Equipment Service response time requirements during the warranty and maintenance period shall be the arrival of a manufacturer-trained, certified technician on-site within four business hours in urban counties and within eight business hours in rural counties after notification of a request for service. A telephone call, unless it results in solving the problem, shall not be deemed an acceptable service response. The warranty and maintenance shall include all labor and transportation resulting from service calls. The Contractor shall maintain service facilities and qualified personnel to service all equipment in the State of Florida within the required response time for the life of the Contract. Each service facility must maintain a sufficient number of qualified technicians and supply of parts to provide all required services described in the Scope of Work for the life of the Contract. If, during the warranty and maintenance period, malfunctioning equipment cannot be repaired within three business days after a request for service or in the case of excessive equipment down-time, the Contractor shall provide the Customer loaner equipment that meets or exceeds specifications of the Commodity at no additional cost until the defective unit or entire system (Customer's choice) is replaced with new equipment. Excessive equipment down-time is defined as three or more service calls over a ninety day period for repairs to the same piece of equipment. The Contractor shall maintain a service log describing which services are performed for each call. The log shall contain, at a minimum, the machine serial number, location of equipment, date and time of each service call, the response time and the type of service performed. The service log shall be made available to the Customer and the Department, upon request. 1.2.5 Replacement Parts The Contractor shall utilize only factory authorized replacement parts for repair of equipment. Under no circumstances will the Customer deliver or mail equipment to the Contractor for repair. Replacement parts will be available for the life of the lease and for at least five years after a purchase. Replacement parts must be stocked at all service locations. 1.2.6 Customer Service and Administration The Contractor shall provide Customers all services during standard business hours, Monday through Friday, 8:OOAM (ET) through 5:OOPM (ET). The following days are observed as holidays by state agencies: • New Year's Day • Birthday of Dr. Martin Luther King, Jr. • Memorial Day • Independence Day • Labor Day • Veterans' Day • Thanksgiving Day • Friday after Thanksgiving • Christmas Day If the actual holiday falls on a Saturday, the preceding Friday is observed as a holiday,. When a holiday falls on Sunday, the following Monday is observed as a holiday. Page 5 of 7 Page 41 of 993 State Term Contract Mail Processing Equipment - The Contractor shall have a single point of contact to serve as Contract Manager as listed on the Vendor Information Form. The Contract Manager may support multiple Customers and must respond to Customer calls and/or emails within twenty-four hours. The Contract Manager must be able to provide or arrange for all aspects of Customer support and problem resolutions. Back-up coverage must be provided by an equally knowledgeable person if the Contract Manager is not able to be reached. In addition to a dedicated Contract Manager, the Contractor shall provide toll-free Customer service phone support from 8:00 AM (ET)to 5:00 PM (ET) Monday through Friday, except for National and State recognized holidays. TDD (Telecommunication Device for the Deaf) access must be made available during the above named Customer service operating hours. 1.2.7 Routine Communications All routine communications and reports related to this STC shall be sent to the Department's Contract Manager. If any information listed on the Vendor Information Form changes during the life of the Contract, then the Contractor shall update the Vendor Information Form and submit to the Department's Contract Manager. Communications relating to a specific order should be addressed to the contact person identified on the order. Communications may be by e-mail, regular mail, or telephone. 1.2.8 Quote Form Upon the Customer's request, the Contractor will provide a price quote within three business days. The Contractor agrees that quotes will be according to the prices, discounts, requirements, specifications, terms, and conditions of the Contract. 1.2.9 orders There shall be no minimum order amount required under this Contract. The Contractor is required to honor Contract pricing for all orders that are placed prior to the date of expiration of the Contract. 1.2.10 invoices Invoices must clearly identify the contract number, purchase order number if applicable, equipment serial number, remittance address, Customer name, location of equipment, billing period and total cost. The Contractor must provide in-house financing for leases. Third party billing providers/finance companies shall not be authorized for use. 1.2.11 Payments Payment terms for each lease will be in arrears and may be monthly or quarterly at the ordering entity's option. Payment for purchased equipment will be processed upon the satisfactory completion of delivery, installation, training and acceptance. Payment terms for separate maintenance agreements will be agreed upon by the Contractor and Customer. State agencies are required to obtain approval from the Department of Financial Services prior to agreeing to an advance payment in the amount of Category Two (currently $35,000) or more. Payment shall be made in accordance with sections 215.422 and 287.0585 of the Florida Statutes, which govern time limits for payment of invoices. Page 6 of 74 Page 42 of 993 State Term Contract No. 44102100.17.1 Mail Processing Equipment 1.2.12 Purchasing Card The State of Florida has implemented a purchasing card program, using the Visa platform. Respondents may receive payments via the state's Purchasing Card in the same manner as any other Visa purchases. Purchasing Card/Visa acceptance for purchase is a mandatory requirement for this solicitation but is not the exclusive method of payment. If the state changes its Purchasing Card platform during the term of Contract resulting from the ITB, the Contractor shall make any necessary changes to accommodate the state's new Purchasing Card platform within 30 days of notification of such change. 1.2.13 Returns Commodities that are returned due to Contractor error, shall be returned at the Contractor's expense. The Contractor shall make arrangements to remove the returned Commodities from the Customer's premises within seven calendar days after notification. Regularly stocked Commodities that are returned due to Customer error shall be returned at the Customer's expense without incurring re-stocking fees if returned in original packaging within thirty calendar days. 1.2.14 Postage Account Requirements The Contractor shall provide a no-cost option to refill Postage meters. The Contractor shall provide postage account information within seven business days after an order for a postage meter is placed. 1.2.15 Delivery The Contract shall include delivery to the Customer, F.O.B. destination freight prepaid. Delivery shall be within thirty calendar days after receipt of order for standard "in-stock" equipment and within ninety calendar after receipt of special orders. The Contractor shall notify the Customer at least seventy-two hours in advance of delivery for equipment. The Contractor shall be responsible for any damage to buildings or individuals as a result of delivery and installation. The Contractor shall notify the Customer of any potential delivery delays within five business days after receiving a purchase order. Evidence of inability to deliver within required times or of intentional delays shall be cause for Contract cancellation and/or Contractor suspension. 1.2.16 Installation Contract prices for the purchase or lease of new equipment shall include full installation, making equipment ready for use, and removal of all packaging debris. Installation shall include the manufacturer's start-up supplies required for the machine to be fully operational including but not limited to ink, sealant and labels. 1.2.17 Training Contract prices for the purchase or lease of new equipment shall include on-site training for Customers. The Contractor shall provide a minimum of four hours of on-site training for standard equipment in order to adequately instruct Customers in the use of the equipment. Training will be performed after installation and prior to actual operation and acceptance. If requested by the Customer, the Contractor shall provide additional on-site training as needed. Page 7 of 74 Page 43 of 993 State r r 44102100-17.1 iEquipment 1.2.18 Certificate of Acceptance Form Upon successful installation of equipment and the minimum on-site training for Customers, the Contractor shall provide a certificate of acceptance form to the Customer. The serial number of the main base unit will be the primary serial number used to identify mail processing equipment. 1.2.19 Equipment Manual Each machine purchased or leased shall come with one user manual unless the manual is available on the Contractor's or Manufacturer's website. If the manual is available on the Contractor's or Manufacturer's website, the Contractor will direct the requesting Customer to the specific website location. The manual is to include operating instructions, safety precautions and proper preventative and remedial maintenance for the equipment. 1.2.20 Punch-Out Catalog and Electronic Invoicing The Contractor may provide an MFMP punch-out catalog. The punch-out catalog provides an alternative mechanism for suppliers to offer the State of Florida access to products awarded under the Contract. The punch-out catalog also allows for direct communication between the MFMP eProcurement System and a supplier's ERP system, which can reflect real-time product inventory/availability information. Through utilization of the punch-out catalog model, a Florida buyer will "punch out" to a supplier's website. Using the search tools on the supplier's Florida punch-out catalog site, the user selects the desired products and services. When complete, the user exits the supplier's punch-out catalog site and the shopping cart (full of products and services) is "brought back' to MFMP. No orders are sent to a supplier when the user exits the supplier's punch-out catalog site. Instead, the chosen products and services are "brought back"to MFMP as Contract line items. The user can then proceed through the normal workflow steps, which may include adding/editing the items to a requisition or a purchase order. An order is not submitted to a supplier until the buyer actually adds the line items to a requisition and the purchase order is approved and sent to the supplier. At the State's option, the Contractor may be required to invoice electronically pursuant to guidelines of the Department of Management Services. Electronic invoices may be required to be submitted to the agency through the Ariba Network (AN) in one of three mechanisms as listed below. Contractors may select the method that best meets their capabilities from the following list: • cXML (commerce etensile Markup Language) This standard establishes the data contents required for invoicing via cXML within the context of an electronic environment. This transaction set can be used for invoicing via the ASN for catalog and non-catalog products and services. The cXML format is the Ariba preferred method for elnvoicing. • EDI (Electronic Data Interchange) This standard establishes the data contents of the Invoice Transaction Set (810) for use within the context of an Electronic Data Interchange (EDI) environment. This transaction set can be used for invoicing via the ASN for catalog and non-catalog products and services. Page 8 of 74 Page 44 of 993 State Term Contract No. 44102100-17.1 it Processing Equipment PO Flip via ASN The online process allows suppliers to submit invoices via the ASN for catalog and non- catalog products and services. Suppliers have the ability to create an invoice directly from their Inbox in their ASN account by simply"flipping" the PO into an invoice. This option does not require any special software or technical capabilities. For the purposes of this section, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the state and the third party provider of MFP, a state Contractor, the right and license to use, reproduce, transmit, distribute, and publicly display within the system the information outlined above. In addition, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the State and the third party provider the right and license to reproduce and display within the system the Contractor's trademarks, system marks, logos, trade dress, or other branding designation that identifies the products made available by the Contractor under the Contract. The Contractor will work with the MFIVIP management team to obtain specific requirements for the punch-out catalog and electronic invoicing. 1.2.21 Contract Reporting The Contractor shall report information on orders received from state agencies and OEUs associated with this contract. The Contractor shall submit reports in accordance with the following schedule: Report Period Covered Due date (s) MFIVIP Transaction Report Calendar month 10 business days after close of the period Contract Quarterly Sales State Fiscal Quarter 15 business Report days after close of the period Savings/ Price Reductions Required whenever prices 10 business are established adjusted days after each action that adjusts prices Diversity Report State Fiscal Year 10 business [submitted to the Customer days after close (ordering entity)] of the period Preferred Pricing Affidavit Annual Contract anniversary date Proof of Insurance Annual Upon policy renewal. Page 9 of 74 Page 45 of 993 State Term Contract No. 102100-17-1 Mail Processing Equipment 1.2.21.1 MFMP Transaction Fee Reports The Contractor is required to submit monthly Transaction Fee Reports in electronic format. Reports are due ten (10)working days after the end of the reporting period. For information on how to submit Transaction Fee Reports online, please reference the detailed fee reporting instructions and Bidder training presentations available online at the Transaction Fee Reporting and Bidder Training subsections under Bidders on the MFMP website: MFMP Transaction Fee and Reporting. Assistance is also available with the Transaction Fee Reporting System from the MFMP Customer Service Desk by email at feeorocessino oridamarketlace corn, or telephone 866-FLA-EPRO (866-352-3776) between the hours of 8:00 AM to 5:30 PM Eastern Time. 1.2.21.2 Contract Quarterly Sales Report(Attachment K) The Contractor agrees to submit a Quarterly Sales Report(Attachment K)to the DMS Contract Manager within fifteen working business days after the close of each State Fiscal quarter (September 30, December 31, March 31, and June 30). Quarterly Reporting periods should coincide with the contract term and should begin the quarter following contract execution. Reports must be submitted in MS Excel format. The report will include all sales (orders) from State Agency and Other Eligible Users received (associated with this contract) during the period. Initiation and submission of the Quarterly Report is the responsibility of the Contractor without prompting or notification from the DMS Contract Manager. If no orders are received during the period, the contractor must submit a report stating that there was no activity. If the Contractor fails to submit two consecutive quarterly sales reports, the Contract may be terminated for convenience or the Department may choose to not renew the Contract. In addition, the Department may require additional Contract sales information such as copies of purchase orders, or ad hoc sales reports. The Contractor shall submit these specific ad hoc requests within the specified amount of time as requested by the Department. 1.2.21.3 Diversity Reporting through ensuring participation by minority, women, and veteran owned business enterThe State of Florida is committed to supporting its diverse business industry and popuprises in lation the economic life of the State. The State of Florida Mentor Protege Program connects minority-, women-, and veteran business enterprises with private corporations for business mentoring. We strongly encourage firms doing business with the development State of Florida d consider this initiative. For more information on the Mentor Protege Program, please contact the Office of Supplier Diversity at (850)487-0915 or email: osdel drns m lorida corn The Contractor shall report to each Customer (ordering entity), spend with certified and other minority business enterprises. These reports shall include the period covered, the name, minority code and Federal Employer Identification Number of each minority business utilized during the period, Commodities and services provided by the minority business enterprise, and the amount paid to each minority business on behalf of each purchasing agency ordering under the terms of this Contract. Page 10 of 74 Page 46 of 993 State Term Contract No. 44102100.17.1 Mail Processing Equipment 1.2.21.4 Preferred Pricing Affidavit (Attachment J) The Contractor is required and agrees to complete and submit the completed Preferred Pricing Affidavit to the Department at least annually, attesting that the Contractor is in compliance with the best pricing provision section of the General Contract Conditions. 1.2.21.5 Ad-hoc Reports The Contractor is required to submit ad hoc reports within the specified amount of time as requested by the Department. 1.2.22 Business Review Meetings In order to maintain the partnership between the Department and the Contractor, each quarter the Department may request a business review meeting. The business review meeting may include, but is not limited to, the following: • Successful completion of deliverables • Review of Contractor's performance • Review of minimum required reports • Addressing of any elevated Customer issues • Review of continuous improvement ideas that may help lower total costs and/or improve business efficiencies. 1.2.23 Financial Consequences Failure to provide service to all specified areas within the required service response time will result in the following Financial Consequences: first eco Financial Type Requirement Fsnd Third Financial J �cial Financial Consequence Consequence Consequence site within business hours Service call for in urban repair counties and 8 $100 $250 $500 business hours in rural counties Equipment not 10 business picked up days after lease $100 $200 $300 expiration Machine replacement with new or loaner 3 business $250 per day equipment if repair Days $500 per day $1000 per day is not available Page 11 of 74 Page 47 of 993 State Term Contract No. "102100-17-1 Mail Processing Equipment The Department and Customers reserve the right to withhold payment or implement other appropriate remedies, such as Contract termination or non-renewal, when the Contractor has failed to perform/comply with the provisions of the Contract. 1.2.24 Lease Agreements The Customer may enter into a lease agreement by the issuance of an order. Customers are not required to sign the Contractor's lease agreement form. In the event an additional agreement is signed by a Customer in error, it will be considered void and non-binding to the Customer. Prior to entering into a lease in excess of the annual Category Two threshold, state agencies must submit a completed "Checklist for Requesting Department of Financial Services Approval to Lease Equipment(ref. Section 287.063 F.S.)" to the Department of Financial Services for preapproval. This form_i_S_located at: Lhntt : /--/ rnvfloridacfocorn/aa dirlstatewide financial re ortin 12fl�ne ul nnentleasechecklist�jo C State agencies shall review the Comptrollers latest memorandum addressing leases and installment purchase of equipment when considering the leasing of equipment. 1.2.24.1 Available Lease Periods: i. 3-Year Lease: A thirty-six month consecutive equipment plan which shall expire at the end of the thirty-six month period. ii. 4-Year Lease: A forty-eight month consecutive equipment plan which shall expire at the end of the forty-eight month period. iii. 5-Year Lease: A sixty month consecutive equipment plan which shall expire at the end of the sixty month period. Lease agreements shall expire upon completion of the specified lease period and shall not be automatically renewed. No termination notice shall be required by either party at the end of the lease. All equipment shall be removed from the Customer's location within ten business days after the expiration of the lease by the Contractor or the Contractor's representative. All equipment removals shall be coordinated with Customer, and at no costs to the Customer. The Customer is in no way liable or required to mail, freight or transport any equipment at the end of the lease. It shall be the Contractor's responsibility to physically remove any and all equipment from the Customer's location. 1.2.24.2 Renewal of Lease and Maintenance Agreements Upon mutual agreement of the Customer and Contractor, a lease or separate maintenance agreement may be extended or renewed during the term of the Contract. Any leases that are in excess of$35,000 in annual total value will require Department of Financial Services approval Page 12 of 74 Page 48 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment (state agencies only) prior to execution of a new lease agreement, as per Chapter 287.063(2)(a), Florida Statutes. 1.2.24.3 Purchase of Leased Equipment Purchase of leased equipment by Customers is permitted under this Contract. 1.2.24.4 Lease Cancellation for Non-Performance Lease agreements may be cancelled during the lease period for non-performance related issues. If the Customer requests removal of leased equipment, the Contractor will cancel the lease effective immediately with no additional payments due from the Customer. Equipment will be removed from the Customer site within ten business days of such written notice at no cost to the Customer. 1.2.24.5 Leased Equipment Risk of Loss or Damage Upon acceptance of equipment, the Customer shall be responsible for ensuring all leased equipment from the risk of loss or damage for the life of the lease. 1.2.25 Price Adjustments Prices may be adjusted twice during the initial term and twice during the renewal term based on the percent change (up or down) of the Producers Price Index (PPI). Price adjustments correlate with the PPI Series ID PCU3333183333183A, Other Commercial and Service Industry Machinery Manufacturers, Mailing, Letter handling, and addressing machines, except parts and attachments as published by the Bureau of Labor Statistics, in the Department of Labor, Washington, DC 20212. These reports are accessible at the following website: MIP2�_//www�.bls. �ov/dat�a/. When requesting a price increase, the Contractor may submit a justification in writing to the Contract Manager detailing the reasons for the price adjustment request and demonstrating the calculable change in PPI that supports a price adjustment. The requested adjustment for a price increase may not exceed the percentage change of the PPI the preceding twelve months prior to the adjustment. The Department reserves the exclusive right to accept or reject any request for a price adjustment. Price adjustments may be effective only upon written approval by the Department and may not be applied retroactively. The Department reserves the right to request price decreases at any time during the term of the Contract if it's found to be in the best interest of the State. 1.2.26 Product Adjustments Requested product adjustments must be approved by the Department and added to the contract before being offered to Customers. The Contractor may submit new product adjustments for approval on a quarterly basis on January 1, April 1, July 1, and October 1 of each calendar year. The Contractor may submit existing product adjustments in accordance with the price adjustments frequency as listed in section 1.2.25. 1.2.27 Survivability Lease agreements and the terms of this Contract under which those lease agreements were made during the term of the Contract will survive the term of the Contract through to the completion of the term of the Lease. Page 13 of 74 Page 49 of 993 State Term Contract No. 44102100-17.1 all Processing Equipment 1.2-28 Environmental Considerations The State supports and encourages initiatives to protect and preserve our environment. The provide Contractor shall have a plan to support the procurement of products and materials with recycled content, and the intent of Section 287.045, Florida Statutes. The Contractor shall also plan for reduction and/or handling of any hazardous waste generated by the Contractor's de a company. Reference Rule 62-730.160, Florida Administrative Code. It is a requirement of the Florida Department of Environmental Protection that a generator of hazardous waste materials that exceeds a certain threshold have a valid and current Hazardous Waste Generator Identification Number. This identification number shall be provided as part of the Contractor's explanation Of its company's hazardous waste plan and shall explain in detail its handling and disposal of this waste. In its plan, the Contractor shall describe what efforts the Contractor's company will take to encourage the participation and support of these and other environmental programs and reduce the impact of purchasing mail processing equipment in the State of Florida. If applicable, the Contractor shall include its plans for utilizing reusable totes for delivery, reduced packaging programs, use of alternative fuel or higher fuel efficient delivery vehicles programs to reduce vehicle miles through order consolidations/incentives, environmental friendly products and product take-back user education programs for more programs. 1.2.29 Location and Moving of Leased Equipment The Customer shall notify the Contractor any time leased equipment is relocated to another location. Relocation of leased equipment within the same shall building performed by the within the same complex shall be done Contractor at no charge. Relocation of leased equipment wit 1 11 be rf at no charge unless equipment must be moved by vehicle to standard industry charge is allowed. another building and then a 1.2.30 Option to Purchase The option to purchase instead of leasing equipment is permitted under with this Contract. Postage meters may only be rented. 1.2.31 Optional Related Accessories and Supplies The Customer may purchase equipment without Optional related accessories, or may choose to purchase any individual or combination of machines, accessories, supplies or software offered on the non-core price sheet under the terms of this Contract. 1.2.32 Other Fees and Charges Additional fees including but not limited to, property taxes, delivery charges, pick-up charges, fuel surcharges, interest fees, late payment fees (if paid within thirty days of the invoice date), or removal charges are not permitted under this Contract. Remainder of this -!2,.- is left intentinnnilikr blank Page 14 of 74 Page 50 of 993 State Term Contract No. "102100-17-1 it Processing Equipment EXHIBIT A GENERAL CONTRACT CONDITIONS Table of Contents SECTIONI- DEFINITIONS,.....................................................................................................15 SECTION 2. CONTRACT TERM AND TERMINATION SECTI3. PAYMENT AND FEES. .......... ..... ON ......................*....... ................................18*.............16 ON SECTI4.-_CONTRACT MANAGEMENT. ......... ........................*.........................................20*.. SECTION_5. COMPLIANCE WITH LAWS ........ aECTI ON 6. MISC ..................................................... .....*................**......*........ ELLANEOUS .............................. 21 SECTION 7 WORKERS' COMPENSATION AN L1 A AND INDEMNIFICATION............................................. ...23 SECTION 8 PUBLIC RECORDS TRADE SECRETS DOCUMENT MANAGEMENT AND INTELLECTUAL PROPERTY. SECTION .......................................................................... ...............24 -----------9. DATA SECURITY AND SERVICES. .............................................. ...............26 SECTI .........ONJ 0._GRATUITIES_AND LOBBYING. ................ SECTI ........................................... 28 .........QN_11. CONTRACT-MONITORING. ................ ..................................... ...... .....28 SECTION 12- CONTRACT AUDITS. ........ ...............................................................................30 ...............................................30 These General Contract Conditions supersede and replace in their entirety all General Contract Conditions, For PUR 1000, is is incorporated by reference in Rule 60A. 1.002, Florida Administrative Code (F.A.C.) SECTION 1. DEFINITIONS. The following definition applies in addition to the definitions in Chapter 287, Florida Statutes, (F.S.) and Rule Chapter 60A-1, F.A.C.: Customer. The agency or eligible user that purchases commodities or contractual services pursuant to the Contract. SECTION 2. CONTRACT TERM AND TERMINATION. 2.1 Initial Term. The initial term will begin on the date set forth in the Contract or on the date the Contract is signed by all Parties, whichever is later. Page 15 of 74 Page 51 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment 2.2 Renewal. Upon written agreement, the Department and the Contractor may renew the Contract in whole or in part only as set forth in the Contract, and in accordance with section 287.057(13), F.S., and Rule 60A-1.048, F.A.C. 2.3 Suspension of Work and Termination. 2.3.1 Suspension of Work. The Department may, at its sole discretion, suspend any or all activities under the Contract, at any time, when it is in the best interest of the State of Florida to do so. A Customer may, at its sole discretion, suspend a resulting contract or purchase order, at any time,when in the best interest of the Customer to do so. The Department or Customer will provide the Contractor written notice outlining the particulars of suspension. Examples of the reason for suspension include, but are not limited to, budgetary constraints, declaration of emergency, or other such circumstances. After receiving a suspension notice, the Contractor must comply with the notice and will cease the activities associated with any resulting contract or purchase order. Within 90 days, or any longer period agreed to by the Contractor, the Department or Customer will either (1) issue a notice authorizing resumption of work, at which time activity will resume, or (2) terminate the Contract or a resulting contract or purchase order. Suspension of work will not entitle the Contractor to any additional compensation. 2.3.2 Termination for Convenience. The Contract may be terminated by the Department in whole or in part at any time, in the best interest of the State of Florida. If the Contract is terminated before performance is completed, the Contractor will be paid only for that work satisfactorily performed for which costs can be substantiated. Such payment, however, may not exceed an amount which is the same percentage of the Contract price as the amount of work satisfactorily performed. All work in progress will become the property of the Customer and will be turned over promptly by the Contractor. 2.3.3 Termination for Cause. If the Department determines that the performance of the Contractor is not satisfactory, the Department may, at its sole discretion, (a) immediately terminate the Contract, (b) notify the Contractor of the deficiency with a requirement that the deficiency be corrected within a specified time, otherwise the Contract will terminate at the end of such time, or(c) take other action deemed appropriate by the Department. SECTION 3. PAYMENT AND FEES. 3.1 Pricing. The Contractor will not exceed the pricing set forth in the Contract. 3.2 Price Decreases. The following price decrease terms will apply to the Contract: (a)Quantity Discounts Contractor may offer additional discounts for one-time delivery of large single orders. Page 16 of 74 Page 52 of 993 State Term Contract No. 44102100.17.1 it Processing Equipment (b) Preferred Pricing. Consistent with the goals of section 216.0113, F.S., Contractor acknowledges and recognizes that the Department wants to take advantage of any improvements in pricing over the course of the Contract period. To that end, the pricing indicated in this Contract is a maximum guarantee under the terms of this clause. Contractor's pricing will not exceed, on an aggregate basis, the pricing offered under comparable contracts for public entities. Comparable contracts are those which are similar in size, scope and terms. The Contractor shall submit to the Department a completed Preferred Pricing affidavit form annually. (c) Sales Promotions'In addition to decreasing prices for the balance of the Contract term due to a change in market conditions, a Contractor may conduct sales promotions involving price reductions for a specified lesser period. A Contractor must submit documentation identifying the proposed (1)starting and ending dates of the promotion, (2) commodities or contractual services involved, and (3) promotional prices compared to then-authorized prices. 3.3 Payment Invoicing. The Contractor will be paid upon submission of properly certified invoices to the Customer after delivery and acceptance Of commodities or contractual services is confirmed by the Customer. Invoices must contain detail sufficient for an audit and contain the Contract Number and the Contractor's Federal Employer Identification Number. 3.4 Purchase Order. A Customer may use purchase orders to buy commodities or contractual services pursuant to the Contract. The Contractor must provide commodities or contractual services pursuant to purchase orders. The purchase order period of performance survives the expiration of the Contract. The duration of purchase orders must not exceed the expiration of the Contract by more than 12 months. 3.5 Travel. Travel expenses are not reimbursable unless specifically authorized by the Customer in writing, and may be reimbursed only in accordance with section 112.061, F.S. 3.6 Annual Appropriation. Pursuant to section 287.0582, F.S., if the Contract binds the State of Florida or an agency for the purchase of services or tangible personal property for a period in excess of one fiscal year, the State of Florida's performance and obligation to pay under the Contract is contingent upon an annual appropriation by the Legislature. 3.7 Transaction Fees. The State of Florida, through the Department of Management Services, has instituted MyFloridaMarketPlace, a statewide eProcurement system pursuant to section 287.057(22), Florida Statutes. All payments issued by Customers to registered Vendors for purchases Of commodities or contractual services will be assessed Transaction Fees as prescribed by rule 60A-1.031, Florida Administrative Code, or as may otherwise be established by law. Vendors must pay the Transaction Fees and agree to automatic deduction of the Transaction Fees, when automatic deduction becomes available. Page 17 of 74 Page 53 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment Vendors will submit any monthly reports required pursuant to the rule.All such reports and payments will be subject to audit. Failure to comply with the payment of the Transaction Fees or reporting of transactions will constitute grounds for declaring the Vendor in default and subject the Vendor to exclusion from business with the State of Florida. 3.8 Taxes. The State of Florida is not required to pay any taxes, including customs and tariffs, on commodities or contractual services purchased under the Contract. 3.9 Return of Funds. Contractor will return any overpayments due to unearned funds or funds disallowed pursuant to the terms of the Contract that were disbursed to the Contractor by the Department or Customer. The Contractor must return any overpayment within 40 calendar days after either discovery by the Contractor, its independent auditor, or notification by the Department or Customer of the overpayment. SECTION 4. CONTRACT MANAGEMENT. 4.1 Composition and Priority. The Contractor agrees to provide commodities or contractual services to the Customer within the manner and at the location specified in the Contract and any attachments to the Contract. Additionally, the terms of the Contract supersede the terms of any and all prior or contemporaneous agreements between the Parties. 4.2 Notices. All notices required under the Contract must be delivered to the designated Contract Manager by certified mail, return receipt requested, by reputable air courier service, email, or by personal delivery, or as otherwise identified by the Department. 4.3 Department's Contract Manager. The Department's Contract Manager, is primarily responsible for the Department's oversight of the Contract. In the event that the Department changes the Contract Manager, the Department will notify the Contractor. Such a change does not require an amendment to the Contract. 4.4 Contractor's Contract Manager. The Contractor's Contract Manager is primarily responsible for the Contractor's oversight of the Contract performance. In the event that the Contractor changes its Contract Manager, the Contractor will notify the Department. Such a change does not require an amendment to the Contract. 4.5.1 Diversity Reporting. The State of Florida supports its diverse business community by creating opportunities for woman-, veteran-, and minority-owned small business enterprises to participate in procurements and contracts. The Department encourages supplier diversity through certification of woman-, veteran-, and minority-owned small business enterprises, and provides advocacy, outreach, and networking through regional business events. For additional information, please contact the Office Of Supplier Diversity (OSD) at osd Page 18 of 74 Page 54 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment Upon request, the Contractor will report to the Department its spend with business enterprises certified by the OSD. These reports must include the time period covered, the name and Federal Employer Identification Number of each business enterprise utilized during the period, commodities and contractual services provided by the business enterprise, and the amount paid to the business enterprise on behalf of each Customer purchasing under the Contract. 4.6 RESPECT. Subject to the agency determination provided for in Section 413.036, F.S., the following statement applies: IT IS EXPRESSLY UNDERSTOOD AND AGREED THAT ANY ARTICLES THAT ARE THE SUBJECT OF, OR REQUIRED TO CARRY OUT, THIS CONTRACT SHALL BE PURCHASED FROM A NONPROFIT AGENCY FOR THE BLIND OR FOR THE SEVERELY HANDICAPPED THAT IS QUALIFIED PURSUANT TO CHAPTER 413, FLORIDA STATUTES, IN THE SAME MANNER AND UNDER THE SAME PROCEDURES SET FORTH IN SECTION 41..3.036(1) AND (2), FLORIDA STATUTES;AND FOR PURPOSES OF THIS CONTRACT THE PERSON, FIRM, OR OTHER BUSINESS ENTITY CARRYING OUT THE PROVISIONS OF THIS CONTRACT SHALL BE DEEMED TO BE SUBSTITUTED FOR THE STATE AGENCY INSOFAR AS DEALINGS WITH SUCH QUALIFIED NONPROFIT AGENCY ARE CONCERNED. Additional information about the designated nonprofit agency and the commodities or contractual services it offers is available at hqaibyres ectofflorida caro. 4.7 PRIDE. Subject to the agency determination provided for in Sections 946.515 and 287.042(1), F.S., the following statement applies: IT IS EXPRESSLY UNDERSTOOD AND AGREED THAT ANY ARTICLES WHICH ARE THE SUBJECT OF,OR REQUIRED TO CARRY OUT,THIS CONTRACT SHALL BE PURCHASED FROM THE CORPORATION IDENTIFIED UNDER CHAPTER 946, F.S., IN THE SAME MANNER AND UNDER THE SAME PROCEDURES SET FORTH IN SECTION 946.515(2)AND (4), F.S.;AND FOR PURPOSES OF THIS CONTRACT THE PERSON, FIRM, OR OTHER BUSINESS ENTITY CARRYING OUT THE PROVISIONS OF THIS CONTRACT SHALL BE DEEMED TO BE SUBSTITUTED FOR THIS AGENCY INSOFAR AS DEALINGS WITH SUCH CORPORATION ARE CONCERNED. Additional information about PRIDE and the commodities or contractual services it offers is available at htt :1l www.pride-enter Page 19 of 74 Page 55 of 993 State Term r 44102100-17-1 Mail Processing Equipment COMPLIANCESECTION 5. I 5.1 Conduct of Business. The Contractor must comply with all laws, rules, codes, ordinances, and licensing requirements that are applicable to the conduct of its business, including those of federal, state, and local agencies having jurisdiction and authority. For example, the Contractor must comply with Section 274A of the Immigration and Nationality Act, the Americans with Disabilities Act, Health Insurance Portability and Accountability Act, and all prohibitions against discrimination on the basis of race, religion, sex, creed, national origin, handicap, marital status, or veteran's status. Pursuant to subsection 287.058(1), F.S., the provisions of subparagraphs 287.058(1)(a)- (c), F.S., are hereby incorporated by reference, to the extent applicable. 5.2 Governing Law and Venue. The laws of the State of Florida govern the Contract. The Parties submit to the jurisdiction of the courts of the State of Florida exclusively for any legal action related to the Contract. Further, the Contractor hereby waives any and all privileges and rights relating to venue it may have under Chapter 47, F.S., and any and all such venue privileges and rights it may have under any other statute, rule, or case law, including, but not limited to those based on convenience. The Contractor hereby submits to venue in the county chosen by the Department. 5.3 Department of State Registration. The Contractor and any subcontractors that assert corporate status must provide the Department with conclusive evidence, per section 607.0127, F.S., of a certificate of status, not subject to qualification, if a Florida business entity, or of a certificate of authorization if a foreign business entity and maintain such status or authorization through the life of the Contract and any resulting contract or purchase order. 5.4 Convicted and Discriminatory Vendor Lists. In accordance with sections 287.133 and 287.134, F.S., an entity or affiliate who is on the Convicted Vendor List or the Discriminatory Vendor List may not perform work as a contractor, supplier, subcontractor, or consultant under the Contract. The Contractor must notify the Department if it or any of its suppliers, subcontractors or consultants have been placed on the Convicted Vendor List or the Discriminatory Vendor List during the term of the Contract. 5.5 Contractor Certification. If the Contract exceeds $1,000,000.00 in total, not including renewal years, Contractor certifies that it is not listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or the Scrutinized Companies that Boycott Israel List created pursuant to sections 215.473, F.S. and 215.4725 F.S, respectively. Pursuant to section 287.135(5), F.S., and 287.135(3), F.S., Contractor agrees the Department may immediately terminate the Contract for cause if the Contractor is found to have submitted a false certification or if Contractor is placed on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or the Page 20 of 74 Page 56 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment Scrutinized Companies that Boycott Israel List, or is engaged in a boycott of Israel during the term of the Contract. 5.6 Cooperation with Inspector General. Pursuant to subsection 20.055(5), F.S., Contractor, and any subcontractor to the Contractor, understand and will comply with their duty to cooperate with the Inspector General in any investigation, audit, inspection, review, or hearing. Upon request of the Inspector General or any other authorized State official, the Contractor must provide any type of information the Inspector General deems relevant to the Contractor's integrity or responsibility. Such information may include, but will not be limited to, the Contractor's business or financial records, documents, or files of any type or form that refer to or relate to the Contract. The Contractor will retain such records for five years after the expiration of the Contract, or the period required by the General Records Schedules maintained by the Florida Department of State (available at: http:h dos.myorida,comdlflbrwarcieS'records-mana e ent/ e e a cord6s"hedules), whichever is longer. Th eCon Contractor agrees reimburse the State of Florida for the reasonable costs ofinvestigation incurred bythe Inspector General or other authorized State of Florida officialforinvestigationsof Contractors compliance with the terms of this or any otheragreement between the Contractor and the Stat. of Florida which results in the suspension or debarment of the Contractor. Suchots will include, but will not be limited to: salaries of investigators, including overtime; travel and lodging expenses; and expert witness and documentary fees. 5.7 Inspection. Section 215.422, F.S., provides that agencies have five working days to inspect and approve commodities or contractual services. Items may be tested for compliance with specifications. Items delivered not conforming to specifications may be rejected and returned at the Contractor's expense. SECTION 6. MISCELLANEOUS. 6.1 Notice of Legal Actions. The Contractor must notify the Department of any legal actions filed against it for a violation of any laws, rules, codes, ordinances or licensing requirements within 30 days of the action being filed. The Contractor must notify the Department of any legal actions filed against it for a breach of a contract of similar size and scope to this Contract within 30 days of the action being filed. Failure to notify the Department of a legal action within 30 days of the action will be grounds for termination for cause of the Contract. 6.2 Subcontractors. The Contractor will not subcontract any work under the Contract without prior written consent of the Department. The Contractor is fully responsible for satisfactory completion of all subcontracted work. The Department supports diversity in its procurements and contracts, and requests that Contractor offer subcontracting opportunities to certified woman-, veteran-, and minority-owned small businesses. The Contractor may contact the OSD at osdhe _dms.myflorida.con for information on certified small business enterprises available for subcontracting opportunities. Page 21 of 74 Page 57 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment 6.3 Assignment. The Contractor will not sell, assign or transfer any of its rights, duties or obligations under the Contract without the prior written consent of the Department. In the event of any assignment, the Contractor remains secondarily liable for performance of the Contract. The Department may assign the Contract to another state agency. 6.4 Independent Contractor. The Contractor and its employees, agents, representatives, and subcontractors are not employees or agents of the Department and are not entitled to the benefits of State of Florida employees. The Department will not be bound by any acts or conduct of the Contractor or its employees, agents, representatives, or subcontractors. The Contractor agrees to include this provision in all of its subcontracts under the Contract. 6.5 Risk of Loss. Until acceptance, risk of loss or damage will remain with the Contractor. The Contractor will be responsible for filing, processing, and collecting all damage claims. To assist the Contractor with damage claims, the Customer will: record any evidence of visible damage on all copies of the delivering carrier's Bill of Lading; report damages to the carrier and the Contractor; and provide the Contractor with a copy of the carrier's Bill of Lading and damage inspection report. When a Customer or the Department rejects a commodity, Contractor will remove the commodity from the premises within 10 days after notification of rejection, and the risk of loss will remain with the Contractor. Commodities not removed by the Contractor within 10 days will be deemed abandoned by the Contractor and the Customer or the Department will have the right to dispose of it as its own property. Contractor will reimburse the Customer or the Department for costs and expenses incurred in storing or effecting removal or disposition of rejected commodities. 6.6 Safety Standards. All manufactured items and fabricated assemblies subject to operation under pressure, operation by connection to an electric source, or operation involving connection to a manufactured, natural, or LP gas source shall be constructed and approved in a manner acceptable to the appropriate State of Florida inspector. Acceptability customarily requires, at a minimum, an identification marking of the appropriate safety standard organization, where such approvals of listings have been established for the type of device offered and furnished, for example: the American Society of Mechanical Engineers for pressure vessels; the Underwriters Laboratories, and National Electrical Manufacturers' Association for electrically operated assemblies; and the American Gas Association for gas-operated assemblies. In addition, all items furnished must meet all applicable requirements of the Occupational Safety and Health Act and State of Florida and federal requirements relating to clean air and water. 6.7 Ombudsman. A Vendor Ombudsman has been established within the Department of Financial Services. The duties of this office are found in section 215.422, F.S., which include disseminating information relative to prompt payment and assisting contractors in receiving their payments in a timely manner from a Customer. The Vendor Ombudsman may be contacted at (850)413-5516. Page 22 of 74 Page 58 of 993 State Term Contract No. 102100-17-1 Mail Processing Equipment 6.8 Time is of the Essence. Time is of the essence regarding each and every obligation of the Contractor. Each obligation is deemed material, and a breach of any such obligation (including a breach resulting from untimely performance) is a material breach. 6.9 Waiver. The delay or failure by the Department or Customer to exercise or enforce any rights under the Contract will not constitute waiver of such rights. 6.10 Modification and Severability. The Contract may only be modified by written agreement between the Department and the Contractor. Should a court determine any provision of the Contract is invalid, the remaining provisions will not be affected, and the rights and obligations of the Parties will be construed and enforced as if the Contract did not contain the provision held invalid. SECTION 7. S' COMPENSATION AND GENERAL LIABILITY INSURANCE, AND INDEMNIFICATION 7.1Workers' Compensation Insurance. To the extent required by law, the Contractor must be self-insured against, or must secure and maintain during the life of the contract, Worker's Compensation Insurance for all its employees connected with the work of this project, and in case any work is subcontracted, the Contractor must require the subcontractor similarly to provide Worker's Compensation Insurance for all of the latter's employees unless such employees engaged in work under the resulting contract are covered by the Contractor's insurance program. Self-insurance or insurance coverage must comply with the Florida Worker's Compensation law. In the event hazardous work is being performed by the Contractor under the resulting contract or purchase order and any class of employees performing the hazardous work is not protected under Worker's Compensation statutes, the Contractor must provide, and cause each subcontractor to provide adequate insurance satisfactory to the Department for the protection of employees not otherwise protected. 7.2 General Liability Insurance The Contractor must secure and maintain Commercial General Liability Insurance including bodily injury, property damage, product-liability, personal&advertising injury and completed operations. This insurance must provide coverage for all claims that may arise from the services, and operations completed under the Contract and any resulting contract or purchase order, whether such services or operations are by the Contractor or anyone directly or indirectly employed by them. Such insurance must include a Hold Harmless Agreement in favor of the State of Florida and also include the State of Florida as an Additional Insured for the entire length of the Contract and any resulting contract or purchase order. The Contractor is responsible for determining the minimum limits of liability necessary to provide reasonable financial protections to the Contractor and the State of Florida under the Contract and any resulting contract or purchase order. All insurance policies must be with insurers licensed or eligible to transact business in the State of Florida. The Contractor's current certificate of insurance must contain a provision that the insurance must not be canceled for any reason except after thirty(30)days written notice to the Department's Contract Manager. Page 23 of 74 Page 59 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment The Contractors must submit insurance certificates evidencing such insurance coverage prior to execution of a contract with the Department. The Contractor must require its insurance carrier to add the Department to the insurance policies as an additional insured, as provided below: Florida Department of Management Services c/o Division of State Purchasing 4050 Esplanade Way, Suite 360 Tallahassee, Florida 32399-0950 7.3 Indemnification. The Contractor agrees to indemnify, defend, and hold the Department, Customer, the State of Florida, its officers, employees and agents harmless from all fines, claims, assessments, suits, judgments, or damages, including consequential, special, indirect, and punitive damages, including court costs and attorney's fees, arisingre to violation or infringement of a trademark, from or relating copyright, patent, trade secret or intellectual property right or out of any acts, actions, breaches, neglect or omissions of the Contractor, its employees, agents, subcontractors, assignees or delegates related to the Contract, as well as for any determination arising out of or related to the Contract that the Contractor or Contractor's employees, agents, subcontractors, assignees or delegates are not independent contractors in relation to the Department. The Contract does not constitute a waiver of sovereign immunity or consent by the Department or the State of Florida or its subdivisions to suit by third parties. Without limiting this indemnification, the Department or Customer may provide the Contractor(1)written notice of any action or threatened action, (2) the opportunity to take over and settle or defend any such action at Contractor's sole expense, and(3)assistance in defending the action at Contractor's sole expense. SECTION 8. PUBLIC RECORDS, TRADE SECRETS, DOCUMENT MANAGEMENT AND INTELLECTUAL PROPERTY. 8.1 Public Records. The Department may unilaterally cancel this Contract for refusal by the Contractor to comply with this section by not allowing public access to all documents, papers, letters or other material made or received by the Contractor in conjunction with the Contract, unless the records are exempt from section 24(a) of Article I of the State Constitution and section 119.07(1), F.S. Solely for the purposes of this section the contract manager is the agency custodian of public records, unless another is designated per(e), below. If, under a resulting contract or purchase order, the Contractor is providing services and is acting on behalf of a public agency, as provided by section 119.0701, Florida Statutes. The Contractor shall: (a) Keep and maintain public records required by the public agency to perform the service; Page 24 of 74 Page 60 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment (b) Upon request from the Public agency's custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within reasonable time and at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes, or as otherwise provided by law; (c) Ensure that public records that are exempt or confidential and exempt from public records disclosure are not disclosed except as authorized by law for the duration of the contract term and following the completion of the contract if the contractor does not transfer the records to the public agency; (d) Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service. If the contractor transfers all public records to the public agency upon completion of the contract, the contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the contractor keeps and maintains public records upon completion of the contract, the contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency's custodian of public records, in a format that is compatible with the information technology systems of the public agency; and (e) IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT THE TELEPHONE NUMBER, EMAIL ADDRESS AND MAILING ADDRESS PROVIDED IN THE RESULTING CONTRACT OR PURCHASE ORDER. 8.2 Protection of Trade Secrets or Confidential Information. If the Contractor considers any portion of materials made or received in the course of performing the Contract ("contract-related materials") to be trade secret under section 812.081, F.S., or otherwise confidential under Florida or federal law, the Contractor must clearly designate that portion of the materials as "confidential" when submitted to the Department. If the Department receives a public records request for contract-related materials designated by the Contractor as "confidential," the Department will provide only the portions of the contract-related materials not designated as "confidential." If the requester asserts a right to examine contract-related materials designated as "confidential," the Department will notify the Contractor. The Contractor will be responsible for responding to and resolving all claims for access to contract-related materials it has designated "confidential." If the Department is served with a request for discovery of contract-related materials designated "confidential," the Department will promptly notify the Contractor about the request. The Contractor will be responsible for filing the appropriate motion or objection in response to the request for discovery. The Department will provide materials designated "confidential" only if the Contractor fails to take appropriate action, within Page 25 of 74 Page 61 of 993 State Term 11 Processing Equipment timeframes established by statute and court rule, to protect the materials designated as "confidential"from disclosure. The Contractor will protect, defend, and indemnify the Department for claims, costs, fines, and attorney's fees arising from or relating to its designation of contract-related materials as "confidential." 8.3 Document Management. The Contractor must retain sufficient documentation to substantiate claims for payment under the Contract and all other records, electronic files, papers and documents that were made in relation to this Contract. Contractor must retain all documents related to the Contract for five years after expiration of the Contract, or, if longer, the period required by the General Records Schedules maintained by the Florida Department of State available at tt :!/dos.m lorida,corn/librar -archives/records- ana ement/ eneral-records- schedules/. 8.4 Intellectual Property. Unless specifically addressed in the Contract, intellectual property rights to all property created or otherwise developed by the Contractor for the Department will be owned by the State of Florida through the Department at the completion of the Contract. Any inventions or discoveries developed in the course of or as a result of services performed under the Contract which are patentable pursuant to 35 U.S.C. §101 are the sole property of the state of Florida. Contractor must inform the Department of any inventions or discoveries developed or made in connection with the Contract and will be referred to the Florida Department of State for a determination on whether patent protection will be sought for the invention or discovery. The State of Florida will be the sole owner of any and all patents resulting from any invention or discovery made in connection with this contract. Contractor must notify the Department of State of any publications, artwork, or other copyrightable works developed in connection with the Contract. All copyrights created or developed in connection with the Contract are the sole property of the State of Florida. SECTION 9. DATA SECURITY AND SERVICES. 9.1 Duty to Provide Secure Data. The Contractor will maintain the security of State of Florida Data including, but not limited to, a secure area around any display of such Data or Data that is otherwise visible. The Contractor will also comply with all HIPAA requirements and any other state and federal rules and regulations regarding security of information. 9.2 Warranty of Security. Unless otherwise agreed in writing, the Contractor and its subcontractors will not perform any of the services from outside of the United States, and the Contractor will not allow any State of Florida Data to be sent by any medium, transmitted or accessed outside of the United States. Page 26 of 74 Page 62 of 993 State Term ract No. 44102100-17-1 Mail Processing Equipment Notwithstanding any provision of this Contract to the contrary, the Contractor must notify the Department as soon as possible, in accordance with the requirements of section 501.171, F.S., and in all events within one (1) business day in the event Contractor discovers any Data is breached, any unauthorized access of Data occurs (even by persons or companies with authorized access for other purposes), any unauthorized transmission of Data or any credible allegation or suspicion of a material violation of the above. This notification is required whether the event affects one agency/customer or the entire population. The notification must be clear and conspicuous and include a description of the following: (a) The incident in general terms. (b) The type of information that was subject to the unauthorized access and acquisition. (c) The type and number of entities who were, or potentially have been affected by the breach. (d) The actions taken by the Contractor to protect the Data from further unauthorized access. However, the description of those actions in the written notice may be general so as not to further increase the risk or severity of the breach. 9.3 Remedial Measures. Upon becoming aware of an alleged security breach, Contractor's Contract Manager must set up a conference call with the Department's Contract Manager. The conference call invitation must contain a brief description of the nature of the event. When possible, a 30 minute notice will be given to allow Department personnel to be available for the call. If the designated time is not practical for the Department, an alternate time for the call will be scheduled. All available information must be shared on the call. The Contractor must answer all questions based on the information known at that time and answer additional questions as additional information becomes known. The Contractor must provide the Department with final documentation of the incident including all actions that took place. If the Contractor becomes aware of a security breach or security incident outside of normal business hours, the Contractor must notify the Department's Contract Manager and in all events, within one business day. 9.4 Indemnification (Breach of Warranty of Security). The Contractor agrees to defend, indemnify and hold harmless the Department, Customer, the State of Florida, its officers, directors and employees for any claims, suits or proceedings related to a breach of the Warranty of Security. The Contractor will include credit monitoring services at its own cost for those individuals affected or potentially affected by a breach of this warranty for a two year period of time following the breach. 9.5 Annual Certification. The Contractor is required to submit an annual certification demonstrating compliance with the Warranty of Security to the Department by December 31 of each Contract year. Page 27 of 74 Page 63 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment SECTION 10. GRATUITIES AND LOBBYING. 10.1 Gratuities. The Contractor will not, in connection with this Contract, directly or indirectly(1)offer, give, or agree to give anything of value to anyone as consideration for any State of Florida officer or employee's decision, opinion, recommendation, vote, other exercise of discretion, or violation of a known legal duty, or(2) offer, give, or agree to give to anyone anything of value for the benefit of, or at the direction or request of, any State of Florida officer or employee. 10.2 Lobbying. In accordance with sections 11.062 and 216.347, F.S., Contract funds are not for the purpose of lobbying the Legislature, the judicial branch, or the Department. Pursuant to subsection 287.058(6), F.S., the Contract does not prohibit the Contractor from lobbying the executive or legislative branch concerning the scope of services, performance, term, or compensation regarding the Contract, after the Contract execution and during the Contract's term. SECTION 11. CONTRACT MONITORING. 11.1 Performance Standards. The Contractor agrees to perform all tasks and provide deliverables as set forth in the Statement of Work and attachments to the Contract. The Department and the Customer will be entitled at all times, upon request, to be advised as to the status of work being done by the Contractor and of the details thereof. Coordination must be maintained by the Contractor with representatives of the Customer, the Department, or of other agencies involved in the Contract on behalf of the Department. 11.2 Performance Deficiency. The Department or Customer may, in its sole discretion, notify the Contractor of the deficiency to be corrected, which correction must be made within a time-frame specified by the Department or Customer. The Contractor must provide the Department or Customer with a corrective action plan describing how the Contractor will address all issues of contract non-performance, unacceptable performance, and failure to meet the minimum performance levels, deliverable deficiencies, or contract non-compliance. 11.3 Financial Consequences of Non-Performance. If the corrective action plan is unacceptable to the Department or Customer, or fails to remedy the performance deficiencies, the Contractor will be assessed a non-performance retainage equivalent to 10% of the total invoice amount or as specified in the Contract. The retainage will be applied to the invoice for the then-current billing period. The retainage will be withheld until the Contractor resolves the deficiency. If the deficiency is subsequently resolved, the Contractor may invoice the Customer for the retained amount during the next billing period. If the Contractor is unable to resolve the deficiency, the funds retained will be forfeited. Page 28 of 74 Page 64 of 993 State Term Contract No. ®1 Mail Processing Equipment 11.4 Liquidated Damages. The Contractor will promptly notify the Department or Customer upon becoming aware of any circumstances that may reasonably be expected to jeopardize the timely and successful completion (or delivery) of any commodity or contractual service. The Contractor will use commercially reasonable efforts to avoid or minimize any delays in performance and will inform the Department or Customer of the steps the Contractor is taking or will take to do so, and the projected actual completion (or delivery) time. If the Contractor believes a delay in performance by the Department or Customer has caused or will cause the Contractor to be unable to perform its obligations on time, the Contractor will promptly so notify the Department or Customer and use commercially reasonable efforts to perform its obligations on time notwithstanding the Department or Customer's delay. The Contractor acknowledges that untimely performance or other material noncompliance will damage the Department or Customer, but by their nature such damages may be difficult to ascertain. Accordingly, any liquidated damages provisions stated in the solicitation will apply to this Contract. Liquidated damages are not intended to be a penalty and are solely intended to compensate for damages. 11.5 Force Majeure, Notice of Delay, and No Damages for Delay. The Contractor will not be responsible for delay resulting from its failure to perform if neither the fault nor the negligence of the Contractor or its employees or agents contributed to the delay and the delay is due directly to acts of God, wars, acts of public enemies, strikes, fires, floods, or other similar cause wholly beyond the Contractor's control, or for any of the foregoing that affect subcontractors or suppliers if no alternate source of supply is available to the Contractor. In case of any delay the Contractor believes is excusable, the Contractor will notify the Department or Customer in writing of the delay or potential delay and describe the cause of the delay either (1) within 10 days after the cause that creates or will create the delay first arose, if the Contractor could reasonably foresee that a delay could occur as a result, or (2) if delay is not reasonably foreseeable, within five days after the date the Contractor first had reason to believe that a delay could result. The foregoing will constitute the Contractor's sole remedy or excuse with respect to delay. Providing notice in strict accordance with this paragraph is a condition precedent to such remedy. No claim for damages will be asserted by the Contractor. The Contractor will not be entitled to an increase in the Contract price or payment of any kind from the Department or Customer for direct, indirect, consequential, impact or other costs, expenses or damages, including but not limited to costs of acceleration or inefficiency, arising because of delay, disruption, interference, or hindrance from any cause whatsoever. If performance is suspended or delayed, in whole or in part, due to any of the causes described in this paragraph, after the causes have ceased to exist the Contractor will perform at no increased cost, unless the Department or Customer determines, in its sole discretion, that the delay will significantly impair the value of the Contract to the State of Florida or to Customers, in which case the Department or Customer may (1) accept allocated performance or deliveries from the Contractor, provided that the Contractor grants preferential treatment to Customers with respect to commodities or contractual services subjected to allocation, or (2) purchase from other sources (without recourse to and by the Contractor for the related costs and expenses) to replace all or part of the commodity or contractual services that are the subject of the Page 29 of 74 Page 65 of 993 State Term c Mail iEquipment delay, which purchases may be deducted from the Contract quantity, or(3) terminate the Contract in whole or in part. AUDITS.SECTION 12. CONTRACT 12.1 Performance or Compliance Audits. The Department may conduct, or cause to have conducted, either or both performance and compliance audits of the Contractor and subcontractors as determined by the Department. The Department may conduct an audit and review all the Contractor's and subcontractor's data and records that directly relate to the Contract. To the extent necessary to verify the Contractor's claims for payment under the Contract, the Contractor's agreements or contracts with subcontractors, partners or agents of the Contractor, pertaining to this Contract, may be inspected by the Department upon 15 days' notice, during normal working hours and in accordance with the Contractor's facility access procedures where facility access is required. Release statements from its subcontractors, partners or agents are not required for the Department or its designee to conduct compliance and performance audits on any of the Contractor's contracts relating to this Contract. The State of Florida's Chief Financial Officer and the Office of the Auditor General also have authority to perform audits and inspections. 12.2 Payment Audit. Records of costs incurred under terms of the Contract will be maintained. Records of costs incurred will include the Contractor's general accounting records, together with supporting documents and records of the Contractor and all subcontractors performing work, and all other records of the Contractor and subcontractors considered necessary by the Department, State of Florida's Chief Financial Officer or the Office of the Auditor General for audit. SECTION 13. BACKGROUND SCREENING AND SECURITY. 13.1 Background Check. The Department may require the Contractor and its employees, agents, representatives and subcontractors to provide fingerprints and be subject to such background checks as directed by the Department. The cost of the background checks will be borne by the Contractor. The Department may require the Contractor to exclude the Contractor's employees, agents, representatives or subcontractors based on the background check results. In addition, the Contractor must ensure that all persons have a responsibility to self-report to the Contractor within three calendar days any arrest for any Disqualifying Offense. The Contractor must notify the Contract Manager within 24 hours of all details concerning any reported arrest. The Contractor will ensure that all background screening will be refreshed upon the request of the Department for each person during the term of the Contract. 13.2 E-Verify. In accordance with Executive Order 11-116, the Contractor agrees to utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired during the term of the Contract for the services specified in the Contract. The Contractor must also include a requirement in subcontracts that the Page 30 of 74 Page 66 of 993 State Term Contract No. 44102100-17.1 Mail Processing Equipment subcontractor must utilize the E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the Contract term. In order to implement this provision, the Contractor must provide a copy of its DHS Memorandum of Understanding (MOU) to the Contract Manager within five days of Contract execution. If the Contractor is not enrolled in DHS E-Verify System, it will do so within five days of notice of Contract award, and provide the Contract Manager a copy of its MOU within five days of Contract execution. The link to E-Verify is provided below. y2rif L!12 4- 1—Aw—w—u—s c-1 s.qo vie- y. Upon each Contractor or subcontractor new hire, the Contractor must provide a statement within five days to the Contract Manager identifying the new hire with its E- Verify case number. 13.3 Disqualifying Offenses. If at any time it is determined that a person has a criminal misdemeanor or felony record regardless of adjudication (e.g., adjudication withheld, a plea Of guilty or nolo contendere, or a guilty verdict) within the last six years from the date of the court's determination for the crimes listed below, or their equivalent in any jurisdiction, the Contractor is required to immediately remove that person from any position with access to State of Florida Data or directly performing services under the Contract. The disqualifying offenses are as follows: (a) Computer related or information technology crimes (b) Fraudulent practices, false pretenses and frauds, and credit card crimes (c) Forgery and counterfeiting (d) Violations involving checks and drafts (e) Misuse of medical or personnel records (f) Felony theft 13.4 Communications and Confidentiality. The Contractor agrees that it will make no statements, press releases, or publicity releases concerning the Contract or its subject matter or otherwise disclose or permit to be disclosed any of the data or other information obtained or furnished in compliance with the Contract, or any particulars thereof, during the period of the Contract, without first notifying the Department's Contract Manager or the Department designated contact person and securing prior written consent. The Contractor must maintain confidentiality of all confidential data, files, and records related to the services and commodities provided pursuant to the Contract and must comply with all state and federal laws, including, but not limited to sections 381.004, 384.29, 392.65, and 456-057, F.S. The Contractor's confidentiality procedures must be consistent with the most recent version of the Department security Policies, protocols, and procedures.The Contractor must also comply with any applicable Professional standards with respect to confidentiality of information. Remainder of this ---- is left intentionally blank Page 31 of 74 Page 67 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment Exhibit B ITB No. 22-44102100-Z Addendum No. 2 Contained herein are the answers to the questions submitted to the Department of Management Services (Department). The Department hereby amends IT No. 22-44102100- as noted within this Addendum. For revisions, underline represents additions and strikethroughs represent deletions. In the event of a conflict between previously released information and the information contained herein, the information herein shall control. The information included in this addendum is now made part of this solicitation. FAILURE TO FILE A PROTEST WITHIN THE TIME PRESCRIBED IN SECTION 120.57(3), FLORIDA STATUTES, OR FAILURE TO POST THE BOND OR OTHER SECURITY REQUIRED BY LAW WITHIN THE TIME ALLOWED FOR FILING A BOND SHALL CONSTITUTE A WAIVER OF PROCEEDINGS UNDER CHAPTER 120, FLORIDA STATUTES. Any protest must be timely filed with the Department of Management Services' Agency Clerk. Please Note: This Addendum No. 2 does not need to be returned with the response. 1. The following definitions have been added to section 1.2: As stated in Chapter 288.0656(2) (e), Florida Statutes, a Rural Community is defined as a county with a population 75,000 or fewer. An Urban Community is defined as a county with a population of more than 75,000. 2. Section 2.2.11.7, Savings/Price Reduction PUR 7064 (Attachment H) is deleted in its entirety. The pai List #IGF-u����FiGes that-we--Id the-be� of;a rnmtr 3. Section 2.2.13.5, Savings/Price Reduction PUR 7064 (Attachment H), is added. If awarded a contract. the Contractor will submit Attachment H, the PUR 7064 to demonstrate the percent (no savings in pricing offered compared to the MSRP List or other usual or customary prices that would be paid by the purchaser without the benefit of a contract resulting from this bid. 4. Section 2.2.13.4, Quarterly Sales Report (Attachment K), has been updated. If awarded a contract, an authorized representative of the Bidder will be required to complete and submit a Quarterly Sales Report (Attachment K) to the Department's Contract Manager within ten fifteen business days after the close of each State Fiscal quarter (September 30, December 31, March 31, and June 30). 5. Section 3.2.4 Contract Warranty gnd Maintenance has been updated. Page 32 of 74 Page 68 of 993 State Term Contract No. 44102100-17.1 Mail Processing Equipment Leased equipment shall be warrantied andmaintained for the life of the lease. Purchased . equipment shall be warrantied and maintain for a minimum of one year or the manufacturer's standard warranty, whichever is longer. The warranty and maintenance period shall commence upon acceptance of equipment by the Customer as evidenced by a form. certificate of acceptance - Fap*, a-All Commodities must operate in accordance with the manufacturer's standard specifications. —he Contractor provide Postage rate protection, re and firmware updates, and preventative maintenanceshall services. II defective or broken parts not caused by accident, neglect, misuse, or abuse shallberepaired or replaced and all necessary machine adjustments occasioned by such defective or broken parts shall be performed. All warranty and Maintenance services and products shall be provided at no cost to the Customer. Service response time requirements during the warranty and maintenance period shall be the arrival of a manufacturer-trained, certified technician on-site within four business hours in urban counties, and AA/ifilin ^;-&,4- business hours in rural counties after notification of a request for service. A telephone call, unless it results in solving the problem, shall not be deemed an acceptable service response. The warranty and maintenane shall include all labor and transportation resulting from service calls. The 11 1 and maintain service facilities and 2� qualified personnel to service all equipment in the State of Florida within the required fGW b, ess_hni irk response time for the life of the Contract. Each service facility must maintain a sufficient number of qualified technicians and Supply of parts to provide all required services described in the Scope of Work for the life of the Contract. If, during the warranty and maintenance period, malfunctioning equipment cannot be repaired within three business days maintenance -request for service or in the case of excessive equipment �_ after a down-time, the Contractor shall provide the Customer loaner equipment that meets or exceeds specifications of the Commodity at no additional cost until the defective unit or entire system (Customer's choice) is replaced with new equipment. Excessive equipment down-time is defined as three or more service calls over a ninety day period for repairs to the same piece of equipment. The Contractor shall maintain a service log describing which services are performed for each call. The log shall contain, at a minimum, the machine serial number, location of equipment, date and time of each service call, the response time and the type of service performed. The service log shall be made available to the Customer and the Department, upon request. Page 33 of 74 Page 69 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment 6. Section 3.2.20, Punch-Put Catalog and Electronic Invoicing, has been updated. 444 1 4e-gtate's option, The Contractor may provide an MFMP punch-out catalog. The punch-out catalog provides an alternative mechanism for suppliers to offer the State of Florida access to products awarded under the Contract. The punch-out catalog also allows for direct communication between the MFMP eProcurement System and a supplier's ERP system, which can reflect real-time product inventory/availability information. Through utilization of the punch-out catalog model, a Florida buyer will "punch out"to a supplier's website. Using the search tools on the supplier's Florida punch-out catalog site, the user selects the desired products and services. When complete, the user exits the supplier's punch-out catalog site and the shopping cart (full of products and services) is "brought back"to MFMP. No orders are sent to a supplier when the user exits the supplier's punch-out catalog site. Instead, the chosen products and services are "brought back" to MFMP as Contract line items. The user can then proceed through the normal workflow steps, which may include adding/editing the items to a requisition or a purchase order. An order is not submitted to a supplier until the buyer actually adds the line items to a requisition and the purchase order is approved and sent to the supplier. At the State's option, the Contractor may be required to invoice electronically pursuant to guidelines of the Department of Management Services. Electronic invoices may be required to be submitted to the agency through the Ariba Network (AN) in one of three mechanisms as listed below. Contractors may select the method that best meets their capabilities from the following list: • cXML (commerce eXtensible Markup Language) This standard establishes the data contents required for invoicing via cXML within the context of an electronic environment. This transaction set can be used for invoicing via the ASN for catalog and non-catalog products and services. The cXML format is the Ariba preferred method for elnvoicing. • EDI (Electronic Data Interchange) This standard establishes the data contents of the Invoice Transaction Set (810)for use within the context of an Electronic Data Interchange (EDI) environment. This transaction set can be used for invoicing via the ASN for catalog and non-catalog products and services. • PO Flip via ASN The online process allows suppliers to submit invoices via the ASN for catalog and non-catalog products and services. Suppliers have the ability to create an invoice directly from their Inbox in their ASN account by simply"flipping" the PO into an invoice. This option does not require any special software or technical capabilities. For the purposes of this section, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the state and the third party provider of MFMP, a state Contractor, the right and license to use, reproduce, transmit, distribute, and publicly display within the system the information outlined above. In addition, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the State and the third party provider the right and license to reproduce and display within the system the Contractor's trademarks, system marks, logos, trade dress, or other branding designation that identifies the products made available by the Contractor under the Contract. Page 34 of 74 Page 70 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment The Contractor will work with the MFMP management team to obtain specific requirements for the punch-out catalog and electronic invoicing. 7. Section 3.2.21, Performance Bond, has been deleted in its entirety. 8. Section 3.2.22, Contract Reporting, has been updated. The Contractor shall report information on orders received from state agencies and OEUs associated with this contract. The Contractor shall submit reports in accordance with the following schedule: Report Period Covered Due date s MFMP Transaction Report— Calendar month 10 business ft :days after close] 0 t � . r of the eriod Contract Quarterly Sales State Fiscal—Quarter 40 15 business Report days after close of the period Savings/ Price Reductions Required whenever prices 71-0—business are established adjusted days after each action that adjusts prices Diversity Report State Fiscal Year 10 business [submitted to the Customer days after close (o I d of the period Preferred Pricing Affidavit Annual Contract ' anniversary date Proof of Insurance Annual Upon policy renewal. 9. Section 3.2.22.2, Contract Quarterly Sales Report (Attachment K), has been updated. The Contractor agrees to submit a Quarterly Sales Report (Attachment K) to the DIVIS Contract Manager within ten fifteen working business days after the close of each State Fiscal quarter (September 30, December 31, March 31, and June 30). Quarterly Reporting periods should coincide with the contract term and should begin the quarter following contract execution. Reports must be submitted in MS Excel format. The report will include all sales (orders) from State Agency and Other Eligible Users received (associated with this contract) during the period. Initiation and submission of the Quarterly Report is the responsibility of the Contractor without prompting or notification from the DIVIS Contract Manager. If no orders are received during the period, the contractor must submit a report stating that there was no activity. If the Contractor fails to submit two consecutive quarterly sales reports, the Contract may be terminated for convenience or the Department may choose to not renew the Contract. Page 35 of 74 Page 71 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment In addition, the Department may require additional Contract sales information such as copies of purchase orders, or ad hoc sales reports. The Contractor shall submit these specific ad hoc requests within the specified amount of time as requested by the Department. 10.Section 3.2.24 Financial Consequences has been updated. First Seco Third Financial Type Requirement Financial Financial Consequence Consequence Consequence Onsite ithin 4 business hours Service call for in urban $100 $250 $500 repair counties and 8 business hours in rural counties Equipment not 10 business picked up days after lease $100 $200 $300 expiration Machine replacement with new or loaner 3 business Days $250 per day $500 per day $1000 per day equipment if repair is not available The Department and Customers reserve the right to withhold payment or implement other appropriate remedies, such as Contract termination or non-renewal, when the Contractor has failed to perform/comply with the provisions of the Contract. 11. Section 3.2.25.4 Lease Cancellation for Convenience has been deleted in its entirety. 12. Section 3.2.27, Product Adjustments, has been updated. Requested product GhapAjes adjustments -4,- -A__ I- must be approved by the Department and added to the contract before being offered to Customers. The Contractor may submit new product adjustments for gWroval on a auarterly basis on January 1, April 1, July 1, and October 1 of each calendar year. The Contractor may submit exjstina product adjustments in accordance with the price adiustments frequency as listed in section 3.2,26, 13. The word "warranted" is replaced with the word "warrantied" in sections 3.2.1 and 3.2.4. 14. Attachment C, Qualification Questions and Required Documents, has been replaced in Page 36 of 74 Page 72 of 993 State r Mail Processing Equipment its entirety and the revised version is incorporated into this addendum. 15. Attachment H, Savings/Price Reductions, has been replaced in its entirety and the revised version is incorporated into this addendum. . Attachment M, Section 3.2 (b), has been replaced in its entirety with: (b) Preferred Pricing. Consistent with the goals of section 216 0113, F.S., Contractor acknowledges and recognizes that the Department wants to take advantage of any improvements in pricing over the course of the Contract period. To that end, the pricing indicated in this Contract is a maximum guarantee under the terms of this clause. Contractor's pricing will not exceed, on an aggregate basis, the pricing offered under comparable contracts for public entities. Comparable contracts are those which are similar in size, scope and terms. The Contractor shall submit to the Department a completed Preferred Pricing affidavit form annually. 17. Attachment M, General Liability Insurance, section 7.2 has been updated. The Contractor must secure and maintain Commercial General Liability Insurance including bodily injury, property damage, product-liability, personal & advertising injury and completed operations. This insurance must provide coverage for all claims that may arise from the services, and operations completed under the Contract and any resulting contract or purchase order, whether such services or operations are by the Contractor or anyone directly or indirectly employed by them. Such insurance must include a Hold Harmless Agreement in favor of the State of Florida and also include the State of Florida as an Additional Named Insured for the entire length of the Contract and any resulting contract or purchase order. The Contractor is responsible for determining the minimum limits of liability necessary to provide reasonable financial protections to the Contractor and the State of Florida under the Contract and any resulting contract or purchase order. All insurance policies must be with insurers licensed or eligible to transact business in the State of Florida. The Contractor's current certificate of insurance must contain a provision that the insurance must not be canceled for any reason except after thirty (30) days written notice to the Department's Contract Manager. The Contractors must submit insurance certificates evidencing such insurance coverage prior to execution of a contract with the Department. The Contractor must require its insurance carrier to add the Department to the insurance policies as an additional insured, as provided below: Florida Department of Management Services c/o Division of State Purchasing 4050 Esplanade Way, Suite 360 Tallahassee, Florida 32399-0950 Page 37 of 74 Page 73 of 993 State Term Contract No. 44102100.17-1 Mail Processing Equipment The Department has received the following questions from the vendor community through the r MFP I Sourcing-Application and answers are provided in the following table: question Section 1, Introduction Answer 1. Section 1.17 Contract Formation IFB, additional terms & The-software license may be atched to individual 1 Scope: We have historically included dedicated the discretion of the customer.purchases at software which helps the State, as well as other states, with its mailroom management and to operate its equipment more efficiently, and with respect to other States, such software is subject to standard software license terms and I conditions. Would the State of Florida prefer that we attach the software license to our RFP response for review, or would we attach it to each individualpurchase or lease transaction -i Section i 2, Instructions to E idders 2. Section .2.13.4 I'Yei, reference Addendum 1 --- feri _d__ I um 2, Quarterly Report- Neopost requests that the sections 2.2.13.4, 3.2.22 and submission of the quarterly report be changed 3.2.22.2° from ten business days after the close to 15 days. Section 3, Scope of Work 3. Section 3.2.4 - ' Addendum 2, section Please clarify the warranty requirement for Reference 3.2.4. Leased equipmeni leased equipment. Vendor agrees to warrant all war ant d and maintained for the equipment for 12 months on a purchase or life of the lease. Purchased lease and offer a Maintenance Agreement on equipment is warrantiedmuand the equipment to cover the product following maintained for a minim of one i the 12'month warranty term. ear. Section 3. .4 '—, —R- Attachment D, Tab Is it acceptable that price of the service plan be 1No, Core,eference which requires Bidders to added to each order or lease and P13 will still provide the warranty against defects? provide all maintenance with the lease 5. Section on 3.2.4 price. I Yes, reference Addendum 2, Contract Warranty: The ITB stipulates that the sections 3.2.4 and 3.2.24. Contractor is required to provide a four(4) hour onsite response time for servicing equipment. This agreement would cover different geographic areas throughout the state where it may not be Possible to meet this requirement. Would the State consider amending the ITB in consideration of the select zip codes that require additional travel time? 6. j Section 3.2.4 We request that the requirement for on-site 3.2.Refereandnce2d2endum 2, sections 4, service be changed to reflect our standard Page 38 of 74 Page 74 of 993 State 44102100-17-1 Mail Processing Equipment service offering of: 1 hour response time to all written or oral notices of a service requirement due to an equipment breakdown, with a service technician on site within 8 hours. 7. 1 Section 3.2.4 Section 3.2.4 allows problems to be Contract Warranty: In addition, due to resolved via a phone call. enhanced technology and equipment intelligence, many service requests can be resolved remotely over the phone or remote access during the initial service inquiry via phone call or online request. Would the State consider amending the ITB to allow the Contractor to provide immediate assistance and resolve service requests remotely without an on-site service visit? j 8. Sectio-n-3.2.1 0 The Department will not waive this Our current invoice system does not allow for requirement. the inclusion of the State of FL's contract number on our invoices and requests that this requirement be removed. 9. Section 3.2.12 The purchase of postage is not Neopost agrees with the States purchasing included in this ITB. card program but clarifies it is not available for the purchase of Postage. l 10. Section 3.2.14 The purchase of postage is not Neopost clarifies that we can offer a "no-cost" included in this ITB. option provided the postage funds are provided in advance. 11. Section 3.2.16 No, the Department will not modify Some low end products provided by Vendor are this requirement. commercially considered "self-installable." Vendor understands that some agency I personnel require the need for professional installation of our most basic products, and therefore request an optional installation fee to offset the cost associated with this circumstance. 12. Section 3.2.17 1 No, the Department will not modify Some low end products provided by Vendor are this requirement. 1 commercially considered "self-installable." Vendor understands that some agency personnel require the need for professional training of our most basic products, and therefore request an optional training fee to offset the cost associated with this circumstance. 13. Section 3.2.18 Reference section 3.2.11 of the ITB. Final acceptance and Page 39 of 74 Page 75 of 993 State -1 Mail Processing Equipment Is it the State's intention that the requirements payments are governed by sections I and specifications for Final Acceptance and 215.422 and 287.0585 of the authorization for payment would be set forth in Florida Statutes. each individual order and mutually agreed to by the State and Contractor? 14. Section 3.2.20 -- ___— Reference Addendum 2, section Neopost can offer CIF catalogs and advises 3.2.20. that punch-out catalog are not available. Therefore we request that punch out catalogs not be made a requirement. 15. Section 3-'.-2.-2 1 INo, reference Addendum 2, section 16.1 Will a performance bond be required?-- 3 2.21. Section 3.2.22 --- a _ ___ Yes, reference Addendum 2, Contract Reporting: Would the State consider section 3.2.22. allowing 15 business days after the close of the period for reporting/or action that adjusts rices? ..... ...... Neopost requests that we be allowed to work this req Department will not modify with the State on the reporting requirements listed in Attachment K as all listed reporting fields cannot be readily provided. 18. Section 3.2.22.5 -- Attachment K, Contract Quarterly Ad-hoc reports: What does the State consider a f Sales Report, the MFMP standard" report and what is considered an Transaction report and the Diversity "ad-hoc" report? report are considered standard reports. Ad-hoc reports may include additional information not typically 19. j Section 3.2.25.4 provided to the State. Reference Addendum 2, section The Agreement may be terminated by the State 3.2.25.4. whenever, for any reason. This stipulation requires vendors to perform a new risk analysis and will affect the price offered to the state. Will the State consider termination language based on appropriations and cause in lieu of convenience and enable vendors to offer the most aggressive pricing possible? 20. Under the current contract, the State receives a Reference Addendum 2, section very aggressive lease rate. In order to receive 3.2.25.4. an aggressive lease rates, would you consider the following: • 3.2.25.4 Lease Cancellation For Convenience --Would the State consider changing this term to mirror the language in the current Florida contract? Page 40 of 74 Page 76 of 993 State Term Contract No. 102100-17-1 Mail Processing Equipment Current Contract— Page 60(f) Lease Cancellation for Convenience The initial leas agreement may be canceled at any time during the lease period by the lessee (Customer). A thirty (30) day cancellation notice will be required of the lessee in writing. All money due the lessor (Contractor)for the remainder of the lease agreement period will be due and payable j upon completion of the equipment removal, except in documented cases of non- performance by the Contractor. Upon cancellation of a lease agreement by the lessee without cause, the equipment will be returned to the lessor with transportation at the lessee's expense as well as removal charges, if applicable. • 3.2.25.4 If the State cannot change this paragraph, would the State consider removing this Term in its entirety and only allowing for non-appropriations and default by contractor terminations on leases? 1� j 3.2.25.4 Reference Addendum 2, section Lease Cancellation for Convenience - USA 3.2.25.4, manufacturing and captive leasing companies must adhere to GAAP for accounting and revenue recognition. Therefore, in order to offer leasing options to the State, we respectfully ask that the State of Florida change this provision to match the verbiage in our current State of Florida contract#600-760-141- 1 1 "The initial lease agreement may be canceled at any time during the lease period by the lessee (Customer....... All money due the lessor (Contractor)for the remainder of the lease agreement period will be due and payable i upon completion of the equipment removal, except in documented cases of non- performance by the Contractor." 22. 1 Section 3.2.27 Reference Addendum 2, section Would the state permit quarterly updates to 3.2.27. Vendor's product offerings? Section 4, Attachments - 23. ' Attachment C Ad-hoc reports may include Please clarify what you mean by 'ad hoc additional information not typically reporting'? How often and what is required? provided to the state. 24. Attachment M, Section 3.2(c) No. Can we increase prices due to changing market conditions as well? Page 41 of 74 Page 77 of 993 C State Term Contract No. 102100-17-1 Mail Processing Equipment 25. Attachment M, Section 3.2 b Reference Preferred Pricing: Can this language be revised AttachmentM, Section 3.2 (b). to that it applies for the same quantity of Product/services, in the same configuration and iunder the same or similar terms and conditions consistent with the current terms and conditions of the contract? 26. Attachment M-page 4 section 3.7 The i What is the amount of the transaction fee to be 0.7%.transaction fee is currently paid to the State by Vendor? 27. Attachment M- a e 4 section 3.7 - p g Transaction fees are assessed on Please clarify if the transaction fee is assessed payments. on the payment made to vendor (quarterly lease payment/purchase price) or the NET value of the equipment ordered? 2 . Attachment M a e 4 section 3.7 Automatic atic de-duc_ti_o_- ns have not Please explain the process for automatic been implemented. deduction of transaction fees. 29. Attachment M, 7.2 No, the Department will not modify General Liability Insurance: Will the State this requirement. consider the Contractor deleting the reference to "and any resulting contract or purchase order."? 30.� Attachment M, 7.2 - Reference Addendum 21 section M, f General Liability Insurance: Will the State 7.2. consider the Contractor amending this section I by modifying Additional Named Insured to simply Additional Insured? j 31. Attachment M, Section 9.2, page 12 1 The Department will consider these Warranty of Security: We request authorization requests post contract award. to share data and/or perform services outside of the US through our parent/affiliates in E_ urope. 32. Attachment M, Termination Provisions Reference section 3.2.28 of the Neopost clarifies that the termination or ITB. expiration of this Agreement shall in no way relieve either party from its obligations pursuant to any Equipment Leases, Postage Meter Rental Agreements or software subscriptions that were entered into prior to the date of such termination or expiration. _ 33 Attachment M Intellectual Property —+ p y Reference section 8.4 of Neopost USA clarifies that it will grant a license Attachment M. to the Purchasing Entity for its use of any Intellectual Property created in connection with Services provided for such Purchasing Entity. However, all such Intellectual Property shall be the property of Neopost USA. Page 42 of 74 Page 78 of 993 State Term Contract No. 102100-17-1 Mail Processing Equipment 34.-! Attachment M Section 3.4 Purchase Orders shall reference Purchase Orders: Will the purchase orders (if the State Term Contract and state j applicable) reference the State Term Contract I agencies may have their own or will they have different terms and conditions. agency specific terms and If the latter, would you please provide a copy of I conditions. _ the form PO for our review? r 35. Attachment M, Section 3.4 Purchase Orders: Will the State accept a PO Reference section 3.2.25 of theITB. Customers may issue and or a signed lease agreement to buy C products and services on this contract? purchase orders far mail processing equipment. Additional lease agreements from the Contractor shall be considered non-binding. 36. Attachment M, Section 8.1 -___ _._ No, the Department will not modify Can we add a clarification statement that this requirement. 119.0701 does not apply since we are not providing services on behalf of the State? Genera_ l Questions 37. j We have an additionaluestion. It appears ppears that Bidders must answer yes and agree I to participate in the solicitation we must accept i to all Qualification Questions/ j the bidder agreement which includes agreeing I Mandatory Requirements listed in i to all terms and condition specific to this the ITB. solicitation. That is the only way to participate. However, we are in the question and answer phase and working through the terms and conditions of the solicitation with the State of Florida. Can you please clarify if by accepting we are still able to negotiate terms and conditions of the bid? Clearly we would like to participate in this process but have questions on some of the terms and conditions which we've submitted. By accepting this agreement you warrant that: (i) you are authorized by your company to enter into a binding contractual agreement based on the information you are about to transmit (ii) you agree to all terms and conditions regarding use of the MyFloridaMarketPlace system and (iii) you agree to all terms and conditions specific to this solicitation. 38. Vendor provides a select number of 3rd party The Department will not modify this products to complement our overall product requirement. offering. Will the State allow the purchasing entity to enter into a separate agreement pursuant to 3rd party products as long as they comply with the scope of the State contract? Page 43 of 74 Page 79 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment 39. Would the State consider a Contractor to offer T I he I Department will not modify this leasing provided by 2 different leasing vendors requirement. See Attachment M, 1 specific to products? sections 6.2 and 6.3. - 40. 1 The Contractor cannot assign the Agreement I Requests of this nature may only be without the States consent. Would you agree to considered post-contract award. allow assignment to a Contractors Permitted Assignee?A Permitted Assignee shall be defined as any subsidiary, wholly—owned, directly or indirectly by Pitney Bowes Inc. that has a net worth of-$50 million or greater? 41.- Will the State provide technical nical specifications to Bidders are to submit a bid in the Contractors? accordance with Attachment D, Price Sheet and Section 3, Scope 4 1 of Work. 2 General question —the ITB and related Reference section 3.2.25. The ITB documents do not contain any lease terms and provides the lease terms and conditions, other than a 3, 4 or 5 year term. Are conditions. there specific lease terms and conditions that we should review as part of this ITB, or is it acceptable for us to submit the lease terms and conditions that are part of the current contract? 43. For solutions that req- uire licensed software, The software license may be would the State be willing to allow the j attached to individual purchases at purchasing entity to negotiate a mutually the discretion of the customer. agreeable software license with the Contractor in addition to the terms and conditions contained within the RFP? If not, what does the State suggest to be certain users have the required software licensure? Page 44 of 74 Page 80 of 993 State Term Contract No. "102100-17.1 Mail Processing Equipment ITB No. 22-441021 OO-Z Addendum No. 1 The Department hereby amends ITB No. 22-44102100-Z as noted within this Addendum. For revisions, underline represents additions and strikethroughs represent deletions. In the event of a conflict between previously released information and the information contained herein, the information herein shall control. The information included in this addendum s now made pa of this solicitation. 1 1 rt FAILURE TO FILE A PROTEST WITHIN THE TIME PRESCRIBED IN SECTION 120.57(3), FLORIDA STATUTES, OR FAILURE TO POST THE BOND OR OTHER SECURITY REQUIRED BY LAW WITHIN THE TIME ALLOWED FOR FILING A BOND SHALL CONSTITUTE A WAIVER OF PROCEEDINGS UNDER CHAPTER 120, FLORIDA STATUTES. Any protest must be timely filed with the Department of Management Services' Agency Clerk. Please Note: This Addendum No. 1 does not need to be returned with the response. Attachment A, Timeline of Events, has been replaced in its entirety. Page 45 of 74 Page 81 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment Attachment Timeline of Events The dates and times within this Timeline of Events may be subject to change. All events following the Bid Opening are anticipated and subject to change in time, date, and location. All changes to the Timeline of Events will be through an addendum to the solicitation posted to the VBS and added to the solicitation in MFMP. It is the responsibility of the Vendor to check for any changes in both locations. 101i 11,1111 Invitation #o Bid (ITB) posted on the Vendor Bitl System (VBS) and October 4, 2016 posted.in MFMP Sourcing Non-Mand g2:00 P.M. October 10, 2016 4050 Esplanade Way, Conference Room 360K Tallahassee, Florida 32399-0950 Webinar Information: htt s:f/ loai. otornetin .corn/°oin/ 9133 You may also call in: 877-309-2070 Participant Code: 569-130-253 Deadline to submit questions within MFMP Sourcing 10:00 A.M. October 19, 2016 Messaging Tab Anticipated posting of answers to Respondents' questions to the solicitation within MFMP Sourcing November 7. 2016 Deadline to submit responses, including all required 2:00 P.M. November'- 1 4WU documents in MFMP Sourcing Novembar 29 x+1116 Bid Opening 2:01 P.M. , 4050 Esplanade Way, Conference Room 360K November 29. 2016 Tallahassee, FL 32399-0950 Anticipated date to post Notice of Intended Award November-29,20U Dedembe 20 X016 Anticipated Contract start date February 20, 2017 More info on MFMP If you are not already registered,or need to update your registration,you can do so through the MFMP Vendor Information Portal(VIP)athtt� ./!vendor m loridarnarketplace corryl. If you need assistance with using MFMP, please contact the MFMP Customer Service Desk at VendorFlelpt myfloridamarketdace crarn or($66)352-3776. Do not rely on the MFMP Sourcing Application's Time Remaining Clock. It is intended only to approximate the solicitation closing and may require periodic adjustments. The official solicitation closing time shall be as reflected in the timeline. It is strongly recommended to submit your response as early as possible. You should allow time to receive any requested assistance and to receive verification of your submittal. Page 46 of 74 Page 82 of 993 State Mail iEquipment IntroductionITB No. 22-44102100-Z Table of Contents 2 Instructions to Bidders 3 Scope of Work List of Attachments Page 47 of 74 Page 83 of 993 State Term Contract Mail Processing Equipment Introduction The State of Florida, Department of Management Services, Division of State Purchasing (Department) is issuing an Invitation to Bid (ITB) to establish a State Term Contract (STC) for the lease or purchase of Mail Processing Equipment. The Department intends to solicit for and enter into contracts with responsive and responsible vendors according to the criteria defined herein, for the provision of Commodities and contractual services described within this solicitation under the authority and criteria established by section 287.057, Florida Statutes (F.S.). This solicitation will be administered using the MyFloridaMarketPlace (MFMP) sourcing application and the Vendor Bid System (VBS). The VBS shall serve as the official system of record. Vendors interested in submitting a bid must comply with all of the terms and conditions described in this ITB. Information about submitting a bid can be found in Section 2, Instructions to Bidders. 1.3 Solicitation Overview The purpose of this solicitation is to establish a statewide STC for Mail Processing Equipment for state agencies and Other Eligible Users (OEUs). The current STC for Mail Processing Equipment has an estimated annual spend of approximately$8.7 million dollars for state agencies and OEUs. Estimated spend is for informational purposes only and must not be construed as representing actual, guaranteed, or minimum spend under any new contract. 1.4 Definitions Definitions contained in section 287.012, Florida Statutes, Rule 60A-1.001, Florida Administrative Code, General Contract Conditions and PUR 1001 form are incorporated by reference. Where in conflict, the definitions listed in this section supersede the incorporated definitions. All definitions apply in both their singular and plural sense. Bidder—A synonym for Respondent, as defined in PUR 1001, Section 1. Commodity(ies) —An item that may be a Product or Commodity. The terms Products and Commodities can be used interchangeably throughout this ITB. Commodity Code(s) -The State of Florida numeric code for classifying Commodities and contractual services which meet specific requirements, specifications, terms, and conditions herein. Florida has adopted the United Nations Standard Products and Services Code (UNSPSC) for classifying Commodity(ies) and services. Confidential Information -Any portion of a company's documents, data, or records disclosed relating to its bid that the Contractor claims is confidential and not subject to disclosure pursuant to Chapter 119, Florida Statutes, the Florida Constitution, or any other authority that is clearly marked "Confidential". Contract -The written agreement resulting from this ITB. Page 48 of 74 Page 84 of 993 State Term Contract No. 44102100-17.1 it Processing Equipment Contractor -The business entity that is awarded a Contract resulting from this ITB. May also be referred to as "Contractor", "Successful Bidder" or"Awarded Vendor" within this document. Customer—State Agencies and Other Eligible Users (OEUs). Department -The Florida Department of Management Services. Differential Weighing —Weighing platform that calculates the weight of mail as each piece of mail is removed. Dynamic Scale —Scale that automatically calculates correct pricing for United States Postal Services (USPS) shape based requirements. Lease—A transaction in which the Customer does not obtain ownership over the machine and makes scheduled payments to utilize the machine. Letters per Minute (LPM) —The number of envelopes a machine is capable of processing per minute. Meter—Device that can print one or more denominations of postage onto a mailpiece or meter tape. Man ufactu rer/B rand -The original producer or provider of Representative Models, Options and Services responsive to this solicitation. Other Eligible Users (OEU) -As defined in Rule 60A-1.005, Florida Administrative Code. Postage Rate Protection — Program that provides Customers free updates to equipment when USPS postage rates change. Purchase —A transaction that results in the Customer obtaining ownership of the Commodity. Responsible vendor—A vendor who has the capability in all respects to fully perform the Contract requirements and the integrity and reliability that will assure good faith performance. (Section 287.012(24), F.S.) Responsive bid -A bid submitted by a responsive and responsible vendor that conforms in all material respects to the solicitation. (Section 287.012(25), F.S.) Responsive vendor—A vendor that has submitted a bid that conforms in all material respects to the solicitation. (Section 287.012(26), F.S.) Scale— Device that calculates the weight of mail. Sealer—Device that seals an envelope by moistening the glue flap as the envelope passes through the mailing machine. State -The State of Florida. Page 49 of 74 Page 85 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment LINSPSC -An acronym for the United Nations Standard Products and Services Code. USPS—An acronym for the United States Postal Services. Vendor(s) -An entity that is in the business of providing a Commodity or service similar to those within the solicitation. 1.5 Contract Objective The Department intends to enter into a Contract(s) with the awarded Bidder(s) pursuant to the Basis for Award section. The Contract shall be composed of the following: this solicitation, General Contract Conditions, Scope of Work, the Vendor's response and the documents established in the Post Award Contract Meeting. 1.6 Term The initial term of the Contract shall be five (5) years. 1.7 Renewal Term Upon written agreement, the Department and the Contractor may renew the Contract in whole or in part, for up to five years. 1.8 Timeline of Events (Attachment A) Bidders should become familiar with the Timeline of Events. The dates and times within the Timeline of Events may be subject to change. It is the responsibility of the Bidder to check for changes. All changes to the Timeline of Events will be made through addenda to the solicitation and noticed on the Vendor Bid System. Bidders shall not rely on the MyFloridaMarketPlace sourcing application's time remaining clock. It is not the official submission date and time deadline; it is intended only to approximate the solicitation closing and may require periodic adjustments. The official solicitation closing time and response deadlines shall be as reflected in the timeline. The Department will not accept late bids. It is strongly recommended that Bidders submit their response as early as possible. Bidders should allow time to receive any requested assistance and to receive verification of the submittal; waiting until the last hour of the solicitation could impact the timely submittal of the response. 1.9 Order of Precedence for Solicitation In the event of a conflict, the conflict will be resolved in the following order of priority (highest to lowest): 1. Addenda to Solicitation, if issued (in reverse order of issuance) 2. Scope of Work (Section 3) 3. General Contract Conditions (Attachment M) 4. Special Instructions to Bidders (Section 2.2) 5. PHIR inoiI r—pn—r—l Instructions to Bidders 6. ITB Attachments (not listed above as having a higher priority) 7. Introduction (Section 1) Page 50 of 74 Page 86 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment 1.10 Procurement Officer The Procurement Officer is the sole point of contact from the date of release of this ITB until 72 hours after the intent to award is posted. Procurement Officer for this ITB is: Katherine Ajmeri, Associate Category Manager Florida Department of Management Services Division of State Purchasing 4050 Esplanade Way, Suite 360.6X Tallahassee, FL 32399-0950 Phone: (850) 921-0030 Email: Katherine.Aimer: ****ALL EMAILS TO THE PROCUREMENT OFFICER SHOULD CONTAIN THE SOLICITATION NUMBER IN THE SUBJECT LINE OF THE EMAIL**** 1.11 Limitation on Contact with Government Personnel (section 287.057(23), Florida Statutes) Between the release of this solicitation and the end of the 72-hour period following the Department posting the Notice of Intended Award, excluding Saturdays, Sundays, and State holidays (section 110.117, Florida Statutes), Bidders to this solicitation or persons acting on their behalf may not contact any employee or officer of the executive or legislative branch concerning any aspect of this solicitation, except in writing to the Procurement Officer or as provided in the solicitation documents. Violation of this provision may be grounds for rejecting a response. 1.12 Must, Shall, Will and Is Required Although this solicitation uses terms such as "Must", "shall", "will", and "is required", and may define certain items as requirements, the Department reserves the right, in its discretion, to waive any minor irregularity, technicality, or omission if the Department determines that it is in the best interest of the state to do so. However, failure to provide requested information may result in the rejection of a bid. There is no guarantee that the Department will waive an omission or deviation, or that any Vendor with a bid containing a deviation or omission will be considered for award of this procurement. The Department may reject any bid not submitted in the manner specified by this solicitation. 1.13 Special Accommodations Any person requiring a special accommodation due to a disability should contact the Department's Americans with Disabilities Act (ADA) Coordinator at (850) 922-7535 at least five business days prior to the scheduled event. If you are hearing or speech impaired, please contact the ADA Coordinator by using the Florida Relay Service at (800) 955-8771 (TDD). The telephone numbers are supplied for notice purposes only. 1.14 Lobbying Disclosure The successful Bidder shall comply with applicable federal requirements for the disclosure of information regarding lobbying activities of the successful Bidder, subcontractors or any authorized agent. Certification forms shall be filed by the successful Bidder and all subcontractors, certifying that no federal funds have been or shall be used in federal lobbying Page 51 of 74 Page 87 of 993 State Term Contract No. "102100-17-1 it Processing Equipment activities and the disclosure forms shall be used by the successful Bidder and all subcontractors to disclose lobbying activities. The successful Bidder shall comply with the provisions of section 216.347, Florida Statutes, which prohibits the expenditure of contract funds for the purpose of lobbying the Legislature or a state agency. 1.15 ITB; Process The ITB is a method of competitively soliciting a Commodity or contractual service pursuant to section 287.057(1)(a), F.S. The Department posts an ITB on the VBS to initiate the process and also posts the ITB in the MFMP Sourcing application. Bidders may submit questions in writing to the Procurement Officer via the Messages tab in the MFMP Sourcing application by the date listed in the Timeline of Events. Bids must be submitted by the deadline listed in the Timeline of Events. The Department will open the bids in a public meeting. Once the Department has verified the bids, the Department will post an agency decision on the VBS. 1.15.1 Non-Mandatory Pre-Bid Conference/MFMP Training Event A non-mandatory Pre-Bid Conference/MFMP training event will be held to discuss how to view and respond to solicitations in MFMP SQUrginc The Non-Mandatory Pre-Bid Conference/MFMP IvIr"Or 00 Ar I _J training event will be held at the date and time specified in the Timeline of Events. Attendance is optional but encouraged. Vendors may attend the webinar from their computer, tablet, or smartphone by clicking the link found in the Timeline of Events at the time of the training. A pdf of the presentation is available 1-!el.e, If a Bidder is unable to attend the training, the MFMP team offers many other training resources, including recorded, online training and job aids that can be viewed on the MFMP for,Vendors website. Public meetings conducted during the course of this solicitation are open to-members of thegeneralpublic, current vendors, potential vendors and interested persons. 1.15.2 Question Submission The Department invites interested and registered Vendors to submit questions regarding the solicitation. Vendors who have 'Joined' the MFMP Sourcing event are able to submit questions using the MFMP Sourcing 'Messages' tab (referred to as the "Q&A Board" in PUR 1001). Questions can be submitted in MFMP Sourcing until the Question Submission Deadline listed in the Timeline of Events. The following quoted text replaces Paragraph 5 of PUR 1001: "Questions must be submitted via the Q&A Board within MFMP Sourcing and must be RECEIVED NO LATER THAN the time and date reflected on the Timeline of Events. Questions shall be answered in accordance with the Timeline of Events. All questions submitted shall be published and answered in a manner that all proposers will be able to view. Proposers shall not contact any other employee of the Buyer or the State for information with respect to this solicitation. Each respondent is responsible for monitoring the Vendor Bid System for new or changing information. The Buyer shall not be bound by any verbal information or by any written information that is not contained in the solicitation documents or formally noticed and issued by the Buyers contracting personnel. Questions to the Procurement Officer or to any Buyer Page 52 of 74 Page 88 of 993 State -1 Mail 'tEquipment personnel shall not constitute formal protest of the specifications or of the solicitation, a process addressed in paragraph 20 of these Instructions." Bidders are strongly encouraged to raise any questions or concerns regarding this ITB, including the proposed Contract terms and conditions, during the open question period. 1.15.3 Addenda to the ITB The Department reserves the right to modify this solicitation by issuing addenda. Addenda may modify any aspect of this solicitation. Addenda issued will be posted on the VBS and within MFMP Sourcing. It is the Bidder's responsibility to check for any changes to a solicitation prior to submitting a bid. 1.15.4 Protest of Terms, Conditions, and Specifications With respect to a protest of the terms, conditions and specifications contained in this solicitation, including any provisions governing the methods for scoring responses, awarding contracts, or modifying or amending any contract, a notice of protest shall be filed in writing with the Agency Clerk, Department of Management Services, 4050 Esplanade Way, Tallahassee, FL 32399, within seventy-two hours after the posting of the solicitation. For purposes of this provision, the term "the solicitation" includes this solicitation document, any addendum, response to written questions, clarification or other document concerning the terms, conditions, and specifications of the solicitation. Failure to file a protest within the time prescribed in section 120.57(3), Florida Statutes, or failure to post the bond or other security required by law within the time allowed for filing a bond shall constitute a waiver of proceedings under Chapter 120, Florida Statutes. 1.15.5 Public Opening Bids will be opened on the date and at the location indicated in the Timeline of Events. Bidders are not required to attend. The Department generally does not announce prices or release other materials at this public meeting, pursuant to s. 119.071(1)(b), Florida Statutes. 1.15.6 Electronic Posting of Notice of Intended Award The Department shall electronically post a Notice of Intended Award on the VBS for review by interested parties at the time and location specified in the Timeline of Events. The Notice of Intended Award shall remain posted for a period of seventy-two hours, not including weekends or State observed holidays. If the Notice of Award is delayed, in lieu of posting the Notice of Intended Award the Department may post a notice of delay and a revised date for posting the Notice of Intended Award. 1.15.7 Protest of Notice of Intended Decision Anyone desiring to protest the Notice of Intent to Award shall file any notice of protest and any subsequent formal written protest with the Agency Clerk, Department of Management Services, 4050 Esplanade Way, Tallahassee, FL 32399, within the time prescribed in section 120.57(3) Florida Statutes and Chapter 28-110, Florida Administrative Code. The Procurement Officer should be copied on such filings. Failure to file a notice of protest and a formal protest within the time prescribed in section 120.57(3), Florida Statutes, shall constitute a waiver of proceedings under Chapter 120, Florida Statutes. Page 53 of 74 Page 89 of 993 State 44102100-17-1 Mail Processing Equipment Failure to file a protest within the time prescribed in section 120.57(3), Florida Statutes, or failure to post the bond or other security required by law within the time allowed for filing a bond shall constitute a waiver of proceedings under Chapter 120, Florida Statutes. 1.15.8 Firm Response The Department intends to award a contract within sixty days after the date of the bid opening, during which period bids shall remain firm and shall not be withdrawn. If an award is not made within sixty days, all bid responses shall remain firm until either the Department awards the Contract or the Department receives from the Bidder written notice that the response is withdrawn. Bid responses that express a shorter duration may, in the Department's sole discretion, be accepted or rejected. 1.16 Modification or Withdrawal of Bid Bidders are responsible for the content and accuracy of their bid. Bidders may modify or withdraw their bid at any time prior to the bid due date in accordance with the Timeline of Events. 1.17 Cost of Response Preparation and Independent Preparation The costs related to the development and submission of a response to this ITB are the full responsibility of the Bidder and are not chargeable to the Department. A Bidder shall not, directly or indirectly, collude, consult, communicate or agree with any other Vendor or Bidder as to any matter related to the response each is submitting. Additionally, a Bidder shall not induce any other Bidder to modify, withdraw, submit or not submit a response. 1.18 Return of Bid Contents Initial documentation provided to the Department as part of the ITB shall not be returned to the Bidder unless withdrawn prior to the bid opening. 1.19 Contract Formation The Department may issue a Notice of Intended Award, to successful Bidder(s), however, no contract shall be formed between a Bidder and the Department until the Department signs the contract. The Department shall not be liable for any work performed before the contract is effective. The Department intends to enter into a contract(s) with Bidder(s) pursuant to the Basis for Award, section of this solicitation. No additional documents submitted by a Bidder shall be incorporated in the contract unless it is specifically identified, incorporated by reference, and approved by the Department. If any additional documents are submitted by the Bidder, the additional documents will not be considered for the Basis for Award; however, these documents remain subject to the Return of Bid Contents section of this solicitation. Remalndergkii t i i I Page 54 of 74 Page 90 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment Instructions to Bidders This section contains instructions to Bidders on how to submit a bid. The instructions come in two parts; general instructions and special instructions. 2.1 General Instructions PUR 1001, the General Instructions to Bidders, is incorporated by reference and provided via the link below: htt :I/www.dms.mvflorida.com/content/download/2934/11780/1001.r)df In the event any conflict exists between the Special Instructions and General Instructions to Bidders, the Special Instructions shall prevail. 2.2 Special Instructions to Bidders 2.2.1 MFMP Sourcing Since July 1, 2003, the Department has used the online e-procurement system known as MyFloridaMarketPlace (MFMP). This solicitation will be administered using MFMP Sourcing. 2.2.2 MFMP Registration To participate within MFMP Sourcing, a Bidder must be a registered vendor in the MFMP Vendor Information Portal (VIP). Registered Vendors should log into MFMP VIP to ensure contact information and commodity code registrations are correct and to ensure the option to participate in electronic solicitations in MFMP Sourcing is selected. Vendors not currently registered with MFMP VIP must: a) Create an account through the MFMP VIP. b) Within MFMP VIP, indicate on the Solicitations page that the wish to participate in electronic solicitations. c) Within MFMP VIP, in the Commodity Selections section, select the commodity codes for the goods and services that the vendor would like to provide to the state. Vendors will not receive notifications for commodities codes that are not selected. Note: VBS and MFMP Sourcing provide automated notifications to the vendor community, as a courtesy, based on commodity codes that are tied to a vendor's registration in the MFMP VIP. Vendors with a commodity code that matches the commodity code of the MFMP Sourcing event will be able to 'Join' the MFMP Sourcing event. If a vendor does not have a matching commodity code, VBS and MFMP Sourcing will not provide a courtesy notification and the vendor will not be able to 'Join' the MFMP Sourcing event. Vendors have the ability to access and update their registration in VIP by adding commodity codes to their business profile. Changes made in MFMP VIP, including new registrations, may take 48 hours to take effect. The MFMP VIP can be accessed via this link � ,! � g ,!jY Page 55 of 74 Page 91 of 993 State Term Contract No. 102100-17-1 Mail Processing Equipment i; The Department strongly recommends vendors set MS Internet Explorer browser to compatibility mode while using MFMP applications. More information regarding recommended ' internet browser settings can be found by clicking i 4,er % In order to 'Join' the MFMP Sourcing event vendors must: a) Have a current MFMP vendor registration within the MFMP VIP; and b) Select 'Yes' to participate in electronic sourcing events in MFMP Sourcing. The MFMP Sourcing may be accessed using the following link: i 1 � so ur i � r1 �:r1Li taloa � 2.2.3 MFMP Sourcing Posting Phase A solicitation formally begins when the Department posts a Notice in VS and publishes an MFMP Sourcing event. Solicitations conducted in MFMP Sourcing exist in the following statuses: 2.2.3.1 'Preview' Status A solicitation is published as a 'Public Event' in MFMP Sourcing and is initially in 'Preview' status. When the solicitation is in 'Preview' status, Vendors can view and download all information related to the solicitation and pose questions to the Procurement Officer in the 'Messages' tab of the event. The solicitation remains in 'Preview' status until the 'Open' status begins. 2.2.3.2 'Open' Status The solicitation enters 'Open' status on the date listed on the Timeline of Events. When a solicitation is in 'Open' status, all Vendors who accepted the 'Bidders Agreement' in MFMP Sourcing may submit bids until the Bid Due Date listed in the Timeline of Events. The solicitation remains in 'Open' status until the Bid Due Date & Time listed in the Timeline of Events. 2.2.3.3 'Pending Selection' Status The solicitation enters 'Pending Selection' status on the date listed on the Timeline of Events. When a solicitation is in 'Pending Selection' status, vendors are no longer able to submit bids in accordance with the Timeline of Events. 2.2.3.4 'Completed/Awarded' Status The solicitation enters 'Completed/Awarded' status after the Notice of Intent to Award has been published to the Vendor Bid System, in accordance with the Timeline of Events. This status indicates the MFMP Sourcing event has been completed and the term 'Award' in MFMP Sourcing refers solely to system function. Page 56 of 74 Page 92 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment 2.2.4 MFMP Training MFMP University offers vendor training materials on the Department's website at: MFMP Univer �g� provides access to recorded online trainings on a variety of topics, including VendorRegistrationand Selecting Commodity Codes. 2.2.5 MFMP Assistance Vendors that need assistance using MFMP may contact the MFMP Customer Service Desk at 1 . cn or(866) 352-3776. 2.2.6 Who May Respond Manufacturers in good standing with the State of Florida that meet the qualifications of the Scope of Work, and possess the financial capability, experience, and personnel resources to provide Commodities and services described in this ITB may respond to this bid. Please Note: There shall be only one bid per manufacturer. Manufacturers may use their distributor network to fulfill the requirements of the Contract. The manufacturer will be held accountable for performance under the Contract. The manufacturer may appoint a single dealer or distributor as their representative in the solicitation and contract process as certified on the Manufacturer's Certified Representative Sheet. The servicing dealer will be fully responsible for the fulfillments of the Contract requirements. 2.2.7 Commitment to Diversity in Government Contracting The State of Florida is committed to supporting its diverse business industry and population through ensuring participation by woman-, veteran-, and minority-owned business enterprises in the economic life of the state. The State of Florida Mentor Prot6gd Program connects certified business enterprises with private corporations for business development mentoring. The Department strongly encourages firms doing business with the State of Florida to consider participating in this initiative.More information on the Mentor Prot6gd Program may be obtained by contacting the Office of Supplier Diversity at (850)487-0915 or osdLnfo()drTi The Department supports diversity in its Procurement Program and requests that all subcontracting opportunities afforded by this solicitation enthusiastically embrace diversity. The award of subcontracts should reflect the vast array of citizens in the State of Florida. The Bidder can contact the Office of Supplier Diversity at (850)487-0915 for information on certified business enterprises that may be considered for subcontracting opportunities. 2.2.8 Mandatory Requirements or Conditions The Department has established certain requirements with respect to bids submitted to competitive solicitations. The use of"shall", "must", or"will" (except to indicate futurity) in this solicitation, indicates a requirement or condition that is mandatory. A deviation from a mandatory requirement or condition is material if, in the Department's sole discretion, the deficient response is not in substantial accord with the solicitation requirements, provides an advantage to one Bidder over another, or has a potentially significant effect on the quality of the response or on the cost to the Department. The words "should" or"may" in this solicitation indicate desirable attributes or conditions, but are permissive in nature. Page 57 of 74 Page 93 of 993 State Term Mail r Equipment 2.2.9 How to Submit i Bidders will submit their bids electronically via MFMP Sourcing. Bidders shall enter all required attachments and documents electronically in the MFMP Sourcing application during this solicitation as indicated. The Department will only evaluate bids submitted using MFMP Sourcing. Mass produced general information/promotional material about the Bidder that is prepared/printed for general distribution is not permitted. The emphasis of each bid shall be on completeness and clarity of content, prepared simply and economically, providing a straightforward, concise delineation of the Bidder's capabilities to satisfy the requirements of this solicitation. By submitting a bid to this solicitation the Bidder agrees to and waives any objections to requirements contained in the solicitation. By submitting a bid the Bidder certifies that it agrees to and satisfies all criteria specified in this solicitation. Bidders that fail to submit all required information in MFMP Sourcing may not be deemed responsive. Bidders are responsible for submitting their bids in MFMP Sourcing by the date and time specified in the Timeline of Events of this solicitation. The Department will not consider late bids. 2.2.10 Contents of Bid Bidders shall submit all required attachments and documentation via the MFMP Sourcing application. Failure to submit all of the required attachments and documentation may result in a determination of Bidder non-responsiveness. Attachments submitted in MFMP Sourcing should be named similarly to the following file naming conventions: Example: JohnDoeLLC_ExecutiveSummary.pdf JohnDoeLLC Attachment_A.pdf JohnDoeLLC_Attachment_B.pdf JohnDoeLLC_Attachment_C.pdf JohnDoeLLC_Attachment_D.pdf John DoeLLC_PriceSheet Excel (xlsx) 2.2.11 Required Attachments 2.2.11.1 References (Attachment B) Bidders shall download and complete Attachment B and upload within the MFMP Sourcing application. Bidder shall provide information for a minimum of three mail processing equipment contracts (excluding the Department of Management Services), that individually exceed $100,000.00 (annually), issued between July 1, 2011, and June 30, 2015. 2.2.11.2 Qualification Questions and Required Documents (Attachment C) Bidders shall download and complete Attachment C and upload within the MFMP Sourcing application. Bidders are to meet and respond to the qualifications in order to be considered responsive. The Department may not verify bids from Bidders who answer"No" to any of the Qualification Questions or do not provide all the required documentation. Page 58 of 74 Page 94 of 993 State Term Contract No. 441021100-17-11 it Processing Equipment 2.2.11.3 Price Sheet (Attachment D) Bidders shall download and complete Attachment D and upload within the MFMP Sourcing application. The Core Price Sheet lists thirty-six, forty-eight and sixty month lease terms. Bidders must submit pricing for all lease terms for each machine bid. Bidders may submit pricing for multiple machines within the same category. Bidders do not need to submit pricing for machines in all categories. All prices, shall be submitted as whole in U.S. Dollars ($USD; e.g., $99,999.00) and ranges shall not be accepted. Bidders are encouraged but are not required, to bid lease and purchase prices for additional equipment and supplies on Tab 2, "Non-Core Price Sheet" of Attachment D. This tab will not be considered in the award for this ITB. Refer to section 3.1 for further information. 2.2.11.4 Vendor Information Form (Attachment E) The Bidder shall download and complete Attachment E within the MFMP Sourcing application. 2.2.11.5 Ordering Instructions Form (Attachment F) The Bidder shall download and complete Attachment F and upload within the MFMP Souring application. 2.2.11.6 Certification of Drug-Free Workplace (Attachment G) The Bidder shall download and complete Attachment G and upload within the MFMP Sourcing application. 2.2.11.7 Savings/Price Reduction PUR 7064 (Attachment H) The Bidder shall download and complete Attachment H and upload within the MFMP Sourcing application to demonstrate the percent(%)savings in pricing offered compared to the MSRP List or other usual or customary prices that would be paid by the purchaser without the benefit of a contract resulting from this bid. 2.2.12 Additional Required Documentation 2.2.12.1 Registration with the Florida Department of State The Bidder shall include a PDF file of their current and active registration with the Department of State with their bid submittal. NOTE: Pursuant to section 607.1501, F.S., out-of-state corporations where required, must obtain a Florida Certificate of Authorization pursuant to section 607.1503, F.S., from the Florida Department of State, Division of Corporations, to transact business in the State of Florida. Website: www.sun��.or 2.2.12.2 Florida Substitute Form W-9. All vendors must register and complete an electronic Florida Substitute Form W-9. The Internal Revenue Service (IRS) receives and validates the information vendors provide on the Florida Substitute Form W-9. For instructions on how to complete the Florida Substitute Form W-9, please visit: httcs:l/fivendor.m floridacfo.com/ Page 59 of 74 Page 95 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment 2.2.11.3 Price Sheet (Attachment D) Bidders shall download and complete Attachment D and upload within the MFMP Sourcing application. The Core Price Sheet lists thirty-six, forty-eight and sixty month lease terms. Bidders must submit pricing for all lease terms for each machine bid. Bidders may submit pricing for multiple machines within the same category. Bidders do not need to submit pricing for machines in all categories. All prices, shall be submitted as whole in U.S. Dollars ($USD; e.g., $99,999.00) and ranges shall not be accepted. Bidders are encouraged but are not required, to bid lease and purchase prices for additional equipment and supplies on Tab 2, "Non-Core Price Sheet" of Attachment D. This tab will not be considered in the award for this ITB. Refer to section 3.1 for further information. 2.2.11.4 Vendor Information Form (Attachment E) The Bidder shall download and complete Attachment E within the MFMP Sourcing application. 2.2.11.5 Ordering Instructions Form (Attachment F) The Bidder shall download and complete Attachment F and upload within the MFMP Souring application. 2.2.11.6 Certification of Drug-Free Workplace (Attachment G) The Bidder shall download and complete Attachment G and upload within the MFMP Sourcing application. 2.2.11.7 Savings/Price Reduction PUR 7064 (Attachment H) The Bidder shall download and complete Attachment H and upload within the MFMP Sourcing application to demonstrate the percent(%) savings in pricing offered compared to the MSRP List or other usual or customary prices that would be paid by the purchaser without the benefit of a contract resulting from this bid. 2.2.12 Additional Required Documentation 2.2.12.1 Registration with the Florida Department of State The Bidder shall include a PDF file of their current and active registration with the Department of State with their bid submittal. NOTE: Pursuant to section 607.1501, F.S., out-of-state corporations where required, must obtain a Florida Certificate of Authorization pursuant to section 607.1503, F.S., from the Florida Department of State, Division of Corporations, to transact business in the State of Florida. Website: www.sunbiz.ora. 2.2.12.2 Florida Substitute Form W-9. All vendors must register and complete an electronic Florida Substitute Form W-9. The Internal Revenue Service (IRS) receives and validates the information vendors provide on the Florida Substitute Form W-9. For instructions on how to complete the Florida Substitute Form W-9, please visit: Page 59 of 74 Page 96 of 993 State Mail Processing Equipment 2.2.13 i i Documentation 2.2.13.1 Manufacturer's Certified Representative Form (Attachment 1) If the Bidder is a servicing dealer then the bidder shall complete Attachment I and upload within the MFMP Souring application. 2.2.13.2 Out of State Preference Letter from Attorney (if applicable) Any Bidder who states that its "principal place of business" is outside of this state shall submit with its bid in accordance with section 287.084, Florida Statutes, a written opinion of an attorney at law, licensed to practice law in that foreign state, that contains information explaining the preferences, any or none, granted by the law of that state to its own business entities whose principal place(s) of business are in that foreign state in the letting of any or all public contracts. For the purpose of this ITB, "principal place of business" means the state in which the Bidder's high-level officers direct, control, and coordinate the Bidder's activities. 2.2.13.3 Preferred Pricing Affidavit (Attachment J) If awarded a contract, the Bidder agrees to submit the completed Preferred Pricing Affidavit to the Department at least annually. 2.2.13.4 Quarterly Sales Report (Attachment K) If awarded a contract, an authorized representative of the Bidder will be required to complete and submit a Quarterly Sales Report (Attachment K) to the Department's Contract Manager within ten business days after the close of each State Fiscal quarter(September 30, December 31, March 31, and June 30). 2.2.14 Basis for Award The Contract(s) shall be awarded to the responsive, responsible Bidder(s) with the lowest average monthly lease price for the initial and renewal terms. The Department intends to award up to four machines per category. The Department reserves the right to accept or reject any and all bids, and to waive any minor irregularity, technicality, or omission if the Department determines that doing so will serve the State's best interest. 2.2.15 Identical Bids In the event of identical bids where one or more of the Bidders can be awarded but not all, the Department will select a Bidder based on the criteria identified in Rule 60A-1.011, F.A.C. 2.2.16 Rejection of Bids Bids that do not meet all requirements, specifications, terms, and conditions of the solicitation or fail to provide all required information, documents, or materials may be rejected as non- responsive. Bidders whose bids, references, or current status do not reflect the capability, integrity, or reliability to fully and in good faith perform the requirements of a contract may be rejected as not responsible. The Department reserves the right to determine which bids meet the requirements of this solicitation, and which bidders are responsive and responsible. 2.2.17 Minor Irregularities/Right to Reject The Department reserves the right to accept or reject any and all bids, or separable portions thereof, and to waive any minor irregularity, technicality, or omission if the Department Page 60 of 74 Page 97 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment determines that doing so shall serve the Department's best interests. The Department may reject any response not submitted in the manner specified by the solicitation documents. 2.2.18 Redacted Submissions The following section supplements section 19 of the PUR 1001, If Bidder considers any portion of the documents, data or records submitted in response to this solicitation to be confidential, proprietary, trade secret or otherwise not subject to disclosure pursuant to Chapter 119, F.S., the Florida Constitution or other authority, Bidder must mark the document as "Confidential" and simultaneously provide the Department with a separate redacted copy of its response and briefly describe in writing the grounds for claiming exemption from the public records law, including the specific statutory citation for such exemption. This redacted copy shall contain the Department's solicitation name, number, and the Bidder's name on the cover, and shall be clearly titled "Redacted Copy." The Redacted Copy should only redact those portions of material that the Bidder claims is confidential, proprietary, trade secret or otherwise not subject to disclosure. In the event of a request for public records pursuant to Chapter 119, F.S., the Florida Constitution or other authority, to which documents that are marked as confidential are responsive, the Department will provide the Redacted Copy to the requestor. If a requestor asserts a right to the Confidential Information, the Department will notify the Bidder such an assertion has been made. It is the Bidder's responsibility to assert that the information in question is exempt from disclosure under Chapter 119, F.S., or other applicable law. If the Department becomes subject to a demand for discovery or disclosure of the Confidential Information of the Bidder in a legal proceeding, the Department shall give the Bidder prompt notice of the demand prior to releasing the information (unless otherwise prohibited by applicable law). The Bidder shall be responsible for defending its determination that the redacted portions of its response are confidential, proprietary, trade secret, or otherwise not subject to disclosure. By submitting a bid, the Bidder agrees to protect, defend, and indemnify the Department for any and all claims arising from or relating to the Bidder's determination that the redacted portions of its bid are confidential, proprietary, trade secret, or otherwise not subject to disclosure. If Bidder fails to submit a redacted copy of information it claims is confidential, the Department is authorized to produce the entire documents, data, or records submitted to the Department in answer to a public records request for these records. 2.2.19 Additional Information By submitting a bid, Bidder certifies that it agrees to and satisfies all criteria specified in the ITB. The Department may request, and Bidder shall provide, additional supporting information or documentation. Failure to supply supporting information or documentation as required and requested may result in disqualification of the bid. Remainder of this page is left intentionally blank Page 61 of 74 Page 98 of 993 State Term Contract No. "102100-17-1 Mail Processing Equipment 3 Scope of Work 3.1 Purpose The purpose of this State Term Contract is to provide state agencies and OEUs a vehicle to acquire mail processing equipment and related supplies and services. Core products offered under this Contract is the maintenance and lease of equipment, classified under the following categories: Category Specifications of Mailing Machine (All must inclu de meter) Number 1 j Mailing machine with capacity to meter between 15 and 20 LPM I with minimum of 2 pound (10) scale 2 Mailing machine with capacity to meter between 21 LPM and 50 LPM and with sealer, and differential weighing and minimum of 5 lb scale 11 3 Mailing machine with capacity to meter between 51 LPM and 100 LPM with sealer, differential wig hing and minimum of 5 lb scale 4 Mailing machine with capacity to meter between 100 LPM and 179 LPM with sealer, differential weighing and minimum of 5 lb scale 5 Mailing machine with capacity to meter up to 179 LPM with sealer, differential weighing, dynamic scale and minimum of 5 lb scale 6 Mailing machine with capacity to meter 180 LPM with sealer, differential welgNiqg, dynamic scale and minimum of 10 lb scale Non-core products offered under the Contract are the lease or purchase of equipment classified under the following categories: Inserters Openers Folders Folders-Inserters Supplies Mail Processing_Equipment Accessories Mail Processing Equipment Software Only Mail Processing Equipment Accessories, Mail Processing Equipment Software and Supplies that have connectivity with an item(s) awarded on the core price sheet will be on the contract. The only non-core service the Department will consider is yearly maintenance for non- core products. The Department reserves the right to reject any and all items offered as a non- core product. 3.2 General Requirements 3.2.1 Commodity Standards All Commodities under this Contract shall conform with and be governed by all applicable current postal regulations and remain in compliance during the term of this Contract and until completion of any lease including maintenance or a separate maintenance agreement provided under this Contract. USPS regulations can be found in the Mailing Standards of the United States Postal Service Domestic Mail Manual: Commercial Mailing Service at: Iani,'J5iVK)_r"tfT , Page 62 of 74 Page 99 of 993 State Term Contract -17-1 Mail ProcessingEquipment If USPS requirements and standards change during the term of a lease, the Contractor shall modify the existing equipment or replace the existing equipment to meet the new USPS requirements at least ten business days prior to the USPS change. The modification or replacement of equipment shall be completed without cost to Customers. All Commodities offered under this Contract, except for postage meters, shall be new, unused, of current production and of the latest design and construction. Used, rebuilt, remanufactured, shopworn, demonstrator, discontinued or prototype items shall not be offered. Note: It is understood that some new machines are manufactured from new parts which contain some recycled raw materials or components but all Commodities are deemed "new" and are fully warranted against defect. Postage meters rented under this Contract are not required to be new and the Contractor is responsible for ensuring that they are in proper working order. The Department reserves the right to request technical literature on any item. 3.2.2 Pricing The Contractor shall adhere to the prices submitted in the ITB Price Sheet(s), which are incorporated by reference into the Contract. Lease prices shall remain firm throughout the lease period and shall include a full-service maintenance agreement for all equipment for the life of the lease. All prices shall be Free on Board (FOB) destination delivery, and include installation, warranty, rate change protection, on- site training and product manuals. 3.2.3 Recall(s) In the event there is a recall of any of the Commodities, the Contractor shall provide reasonable assistance to the Department in developing a recall strategy and shall cooperate with the Department and Customers in monitoring the recall operation and in preparing reports as may be required. Each Contractor shall, at the request of the Department and/or any Customer, provide all reasonable assistance in locating and recovering any recalled equipment that is not in accordance with the requirements of the Contract. Each Contractor shall immediately notify and provide copies to the Department of any communications relating to recalls with any Customer. The Contractor, at its own cost, shall ensure defective equipment and supplies are rectified, replaced or destroyed in compliance with all applicable laws, rules or regulations and the Department's reasonable instructions. 3.2.4 Contract Warranty Leased equipment shall be warranted for the life of the lease. Purchased equipment shall be warranted for a minimum of one year or the manufacturer's standard warranty, whichever is longer. The warranty period shall commence upon acceptance of equipment by the Customer as evidenced by a certificate of acceptance form. While a unit is under warranty, all Commodities must operate in accordance with the manufacturers standard specifications. During the warranty period, the Contractor shall provide postage rate protection, software and firmware updates, and preventative maintenance services. During the warranty period, all defective or broken parts not caused by accident, neglect, misuse, or abuse shall be repaired or replaced and all necessary machine adjustments occasioned by such defective or broken parts shall be performed. All warranty services and products shall be provided at no cost to the Customer. Page 63 of 74 Page 100 of 993 State 44102100-17-1 i Equipment Service response time requirements during the warranty period shall be the arrival of a manufacturer-trained, certified technician on-site within four business hours after notification of a request for service. A telephone call, unless it results in solving the problem, shall not be deemed an acceptable service response. The warranty shall include all labor and transportation resulting from service calls. The Contractor shall maintain service facilities and qualified personnel to service all equipment in the State of Florida within the required four business hours response time for the life of the Contract. Each service facility must maintain a sufficient number of qualified technicians and supply of parts to provide all required services described in the Scope of Work for the life of the Contract. If, during the warranty period, malfunctioning equipment cannot be repaired within three business days after a request for service or in the case of excessive equipment down-time, the Contractor shall provide the Customer loaner equipment that meets or exceeds specifications of the Commodity covered by the warranty at no additional cost until the defective unit or entire system (Customer's choice) is replaced with new equipment. Excessive equipment down-time is defined as three or more service calls over a ninety day period for repairs to the same piece of equipment. The Contractor shall maintain a service log describing which services are performed for each call. The log shall contain, at a minimum, the machine serial number, location of equipment, date and time of each service call, the response time and the type of service performed. The service log shall be made available to the Customer and the Department, upon request. 3.2.5 Replacement Parts The Contractor shall utilize only factory authorized replacement parts for repair of equipment. Under no circumstances will the Customer deliver or mail equipment to the Contractor for repair. Replacement parts will be available for the life of the lease and for at least five years after a purchase. Replacement parts must be stocked at all service locations. 3.2.6 Customer Service and Administration The Contractor shall provide Customers all services during standard business hours, Monday through Friday, 8:OOAM (ET) through 5:OOPM (ET). The following days are observed as holidays by state agencies: • New Year's Day • Birthday of Dr. Martin Luther King, Jr. • Memorial Day • Independence Day • Labor Day • Veterans' Day • Thanksgiving Day • Friday after Thanksgiving • Christmas Day If the actual holiday falls on a Saturday, the preceding Friday is observed as a holiday. When a holiday falls on Sunday, the following Monday is observed as a holiday. Page 64 of 74 Page 101 of 993 State Term Contract No. 44102100-17-1 i iEquipment The Contractor shall have a single point of contact to serve as Contract Manager as listed on the Vendor Information Form. The Contract Manager may support multiple Customers and must respond to Customer calls and/or emails within twenty-four hours. The Contract Manager must be able to provide or arrange for all aspects of Customer support and problem resolutions. Back-up coverage must be provided by an equally knowledgeable person if the Contract Manager is not able to be reached. In addition to a dedicated Contract Manager, the Contractor shall provide toll-free Customer service phone support from 8:00 AM (ET)to 5:00 PM (ET) Monday through Friday, except for National and State recognized holidays. TDD (Telecommunication Device for the Deaf) access must be made available during the above named Customer service operating hours. 3.2.7 Routine Communications All routine communications and reports related to this STC shall be sent to the Department's Contract Manager. If any information listed on the Vendor Information Form changes during the life of the Contract, then the Contractor shall update the Vendor Information Form and submit to the Department's Contract Manager. Communications relating to a specific order should be addressed to the contact person identified on the order. Communications may be by e-mail, regular mail, or telephone. 3.2.8 Quote Form Upon the Customer's request, the Contractor will provide a price quote within three business days. The Contractor agrees that quotes will be according to the prices, discounts, requirements, specifications, terms, and conditions of the Contract. 3.2.9 Orders There shall be no minimum order amount required under this Contract. The Contractor is required to honor Contract pricing for all orders that are placed prior to the date of expiration of the Contract. 3.2.10 Invoices Invoices must clearly identify the contract number, purchase order number if applicable, equipment serial number, remittance address, Customer name, location of equipment, billing period and total cost. The Contractor must provide in-house financing for leases. Third party billing providers/finance companies shall not be authorized for use. 3.2.11 Payments Payment terms for each lease will be in arrears and may be monthly or quarterly at the ordering entity's option. Payment for purchased equipment will be processed upon the satisfactory completion of delivery, installation, training and acceptance. Payment terms for separate maintenance agreements will be agreed upon by the Contractor and Customer. State agencies are required to obtain approval from the Department of Financial Services prior to agreeing to an advance payment in the amount of Category Two (currently $35,000) or more. Payment shall be made in accordance with sections 215.422 and 287.0585 of the Florida Statutes, which govern time limits for payment of invoices. 3.2.12 Purchasing Card The State of Florida has implemented a purchasing card program, using the Visa platform. Respondents may receive payments via the state's Purchasing Card in the same manner as Page 65 of 74 Page 102 of 993 State Term Contract No. 44102100-17-1 i iEquipment any other Visa purchases. Purchasing Card/Visa acceptance for purchase is a mandatory requirement for this solicitation but is not the exclusive method of payment. If the state changes its Purchasing Card platform during the term of Contract resulting from the ITB, the Contractor shall make any necessary changes to accommodate the state's new Purchasing Card platform within 30 days of notification of such change. 3.2.13 Returns Commodities that are returned due to Contractor error, shall be returned at the Contractor's expense. The Contractor shall make arrangements to remove the returned Commodities from the Customer's premises within seven calendar days after notification. Regularly stocked Commodities that are returned due to Customer error shall be returned at the Customer's expense without incurring re-stocking fees if returned in original packaging within thirty calendar days. 3.2.14 Postage Account Requirements The Contractor shall provide a no-cost option to refill postage meters. The Contractor shall provide postage account information within seven business days after an order for a postage meter is placed. 3.2.15 Delivery The Contract shall include delivery to the Customer, F.O.B. destination freight prepaid. Delivery shall be within thirty calendar days after receipt of order for standard "in-stock" equipment and within ninety calendar after receipt of special orders. The Contractor shall notify the Customer at least seventy-two hours in advance of delivery for equipment. The Contractor shall be responsible for any damage to buildings or individuals as a result of delivery and installation. The Contractor shall notify the Customer of any potential delivery delays within five business days after receiving a purchase order. Evidence of inability to deliver within required times or of intentional delays shall be cause for Contract cancellation and/or Contractor suspension. 3.2.16 Installation Contract prices for the purchase or lease of new equipment shall include full installation, making equipment ready for use, and removal of all packaging debris. Installation shall include the manufacturer's start-up supplies required for the machine to be fully operational including but not limited to ink, sealant and labels. 3.2.17 Training Contract prices for the purchase or lease of new equipment shall include on-site training for Customers. The Contractor shall provide a minimum of four hours of on-site training for standard equipment in order to adequately instruct Customers in the use of the equipment. Training will be performed after installation and prior to actual operation and acceptance. If requested by the Customer, the Contractor shall provide additional on-site training as needed. 3.2.18 Certificate of Acceptance Form Upon successful installation of equipment and the minimum on-site training for Customers, the Contractor shall provide a certificate of acceptance form to the Customer. The serial number of the main base unit will be the primary serial number used to identify mail processing equipment. Page 66 of 74 Page 103 of 993 State 44102100-17-1 Mail Processing Equipment 3.2.19 Equipment Manual Each machine purchased or leased shall come with one user manual unless the manual is available on the Contractor's or Manufacturer's website. If the manual is available on the Contractor's or Manufacturer's website, the Contractor will direct the requesting Customer to the specific website location. The manual is to include operating instructions, safety precautions and proper preventative and remedial maintenance for the equipment. 3.2.20 Punch-Out Catalog and Electronic Invoicing At the State's option, the Contractor may be required to provide an MFMP punch-out catalog. The punch-out catalog provides an alternative mechanism for suppliers to offer the State of Florida access to products awarded under the Contract. The punch-out catalog also allows for direct communication between the MFMP eProcurement System and a supplier's ERP system, which can reflect real-time product inventory/availability information. Through utilization of the punch-out catalog model, a Florida buyer will "punch out" to a supplier's website. Using the search tools on the supplier's Florida punch-out catalog site, the user selects the desired products and services. When complete, the user exits the supplier's punch-out catalog site and the shopping cart (full of products and services) is "brought back"to MFMP. No orders are sent to a supplier when the user exits the supplier's punch-out catalog site. Instead, the chosen products and services are "brought back"to MFMP as Contract line items. The user can then proceed through the normal workflow steps, which may include adding/editing the items to a requisition or a purchase order. An order is not submitted to a supplier until the buyer actually adds the line items to a requisition and the purchase order is approved and sent to the supplier. At the State's option, the Contractor may be required to invoice electronically pursuant to guidelines of the Department of Management Services. Electronic invoices may be required to be submitted to the agency through the Ariba Network (AN) in one of three mechanisms as listed below. Contractors may select the method that best meets their capabilities from the following list: • cXML (commerce etensible Markup Language) This standard establishes the data contents required for invoicing via cXML within the context of an electronic environment. This transaction set can be used for invoicing via the ASN for catalog and non-catalog products and services. The cXML format is the Ariba preferred method for einvoicing. • EDI (Electronic Data Interchange) This standard establishes the data contents of the Invoice Transaction Set (810)for use within the context of an Electronic Data Interchange (EDI) environment. This transaction set can be used for invoicing via the ASN for catalog and non-catalog products and services. • PO Flip via ASN The online process allows suppliers to submit invoices via the ASN for catalog and non- catalog products and services. Suppliers have the ability to create an invoice directly from their Inbox in their ASN account by simply "flipping" the PO into an invoice. This option does not require any special software or technical capabilities. Page 67 of 74 Page 104 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment For the purposes of this section, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the state and the third party provider of IVIFIVIP, a state Contractor, the right and license to use, reproduce, transmit, distribute, and publicly display within the system the information outlined above. In addition, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the State and the third party provider the right and license to reproduce and display within the system the Contractor's trademarks, system marks, logos, trade dress, or other branding designation that identifies the products made available by the Contractor under the Contract. The Contractor will work with the MFMP management team to obtain specific requirements for the punch-out catalog and electronic invoicing. 3.2.21 Performance Bond If deemed necessary, the Customer may require the Contractor to furnish (without additional cost) a performance bond, a negotiable irrevocable letter of credit or other form of security for the faithful performance of work. Determination of the appropriateness and amount of any bond requirement, is the sole responsibility, and at the sole discretion, of the Customer. 3.2.22 Contract Reporting The Contractor shall report information on orders received from state agencies and OEUs associated with this contract. The Contractor shall submit reports in accordance with the following schedule: Report Period Covered Due date (s) MFP Transaction Report Calendar month 10 business days after close of the period Contract Quarterly Sales State Fiscal Quarter 10 business Report days after close of the period Savings / Price Reductions Required whenever prices 10 business are established adjusted days after each action that adjusts prices Diversity Report State Fiscal Year 10 business [submitted to the Customer days after close (ordering entity)] of the period Preferred Pricing Affidavit Annual Contract anniversary date Proof of Insurance �IUpon policy tt renewal. 3.2.22.1 MFIVIP Transaction Fee Reports The Contractor is required to submit monthly Transaction Fee Reports in electronic format. Reports are due ten (110)working days after the end of the reporting period. For information on how to submit Transaction Fee Reports online, please reference the detailed fee reporting Page 68 of 74 Page 105 of 993 State Term Contract No. "102100-17-1 Mail Processing Equipment instructions and Bidder training presentations available online at the Transaction Fee Reporting and Bidder Training subsections under Bidders on the MFMP website: MFMP Transaction Fee and Reporting. Assistance is also available with the Transaction Fee Reporting System from the MFMP Customer Service Desk by email at y(fLee k_ or telephone 866-FLA-EPRO (866-352-3776) between the hours of 8:00 AM to 5:30 PM Eastern Time. 3.2.22.2 Contract Quarterly Sales Report (Attachment K) The Contractor agrees to submit a Quarterly Sales Report (Attachment K)to the DMS Contract Manager within ten working business days after the close of each State Fiscal quarter (September 30, December 31, March 31, and June 30). Quarterly Reporting periods should coincide with the contract term and should begin the quarter following contract execution. Reports must be submitted in MS Excel format. The report will include all sales (orders)from State Agency and Other Eligible Users received (associated with this contract) during the period. Initiation and submission of the Quarterly Report is the responsibility of the Contractor without prompting or notification from the DMS Contract Manager. If no orders are received during the period, the contractor must submit a report stating that there was no activity. If the Contractor fails to submit two consecutive quarterly sales reports, the Contract may be terminated for convenience or the Department may choose to not renew the Contract. In addition, the Department may require additional Contract sales information such as copies of purchase orders, or ad hoc sales reports. The Contractor shall submit these specific ad hoc requests within the specified amount of time as requested by the Department. 3.2.22.3 Diversity Reporting The State of Florida is committed to supporting its diverse business industry and population through ensuring participation by minority, women, and veteran owned business enterprises in the economic life of the State. The State of Florida Mentor Prot6g6 Program connects minority-, women-, and veteran business enterprises with private corporations for business development mentoring. We strongly encourage firms doing business with the State of Florida to consider this initiative. For more information on the Mentor Protdg6 Program, please contact the Office of Supplier Diversity at (850) 487-0915 or email: osdhe1D11edrns.rnyfIor1da.corn. The Contractor shall report to each Customer(ordering entity),,spend with certified and other minority business enterprises. These reports shall include the period covered, the name, minority code and Federal Employer Identification Number of each minority business utilized during the period, Commodities and services provided by the minority business enterprise, and the amount paid to each minority business on behalf of each purchasing agency ordering under the terms of this Contract. 3.2.22.4 Preferred Pricing Affidavit (Attachment J) The Contractor is required and agrees to complete and submit the completed Preferred Pricing Affidavit to the Department at least annually, attesting that the Contractor is in compliance with the best pricing provision section of the General Contract Conditions. Page 69 of 74 Page 106 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment 3.2.22.5 Ad-hoc Reports The Contractor is required to submit ad hoc reports within the specified amount of time as requested by the Department. 3.2.23 Business Review Meetings In order to maintain the partnership between the Department and the Contractor, each quarter the Department may request a business review meeting. The business review meeting may include, but is not limited to, the following: • Successful completion of deliverables • Review of Contractor's performance • Review of minimum required reports • Addressing of any elevated Customer issues • Review of continuous improvement ideas that may help lower total costs and/or improve business efficiencies. 3.2.24 Financial Consequences Failure to provide service to all specified areas within the required service response time will result in the following Financial Consequences: First Financial Second it Financial Type RequirementCons equence Financial Consequence _Conkeguence Service call for 4 business $100 $250 $500 repair Hours 10 business Equipment not days after $100 $200 $300 picked up lease expirati n Machine replacement with 3 business new or loaner Days $250 per day $500 per day $1000 per day equipment if repair is not available The Department and Customers reserve the right to withhold payment or implement other appropriate remedies, such as Contract termination or non-renewal, when the Contractor has failed to perform/comply with the provisions of the Contract. 3.2.25 Lease Agreements The Customer may enter into a lease agreement by the issuance of an order. Customers are not required to sign the Contractor's lease agreement form. In the event an additional agreement is signed by a Customer in error, it will be considered void and non-binding to the Customer. Prior to entering into a lease in excess of the annual Category Two threshold, state agencies must submit a completed "Checklist for Requesting Department of Financial Services Approval to Lease Equipment (ref. Se,,,,,Lrori 28 063, to the Department of Financial Page 70 of 74 Page 107 of 993 State Term Contract No. 44102100-17-1 Mail Processing Equipment Services for preapproval. This form is located at: d.-_Y j,CO I "'I'C', f i,43, t pt-le n,t e a sc h e;,--I I i s I,-d o 4tYP, 'i` tatewide f' 'Icial K ----------------------------------- ------- ------------- State agencies shall review the Comptrollers latest memorandum addressing leases and installment purchase of equipment when considering the leasing of equipment. 3.2.25.1 Available Lease Periods: I. 3-Year Lease: A thirty-six month consecutive equipment plan which shall expire at the end of the thirty-six month period. ii. 4-Year Lease: A forty-eight month consecutive equipment plan which shall expire at the end of the forty-eight month period. iii. 5-Year Lease: A sixty month consecutive equipment plan which shall expire at the end of the sixty month period. Lease agreements shall expire upon completion of the specified lease period and shall not be automatically renewed. No termination notice shall be required by either party at the end of the lease. All equipment shall be removed from the Customer's location within ten business days after the expiration of the lease by the Contractor or the Contractor's representative. All equipment removals shall be coordinated with Customer, and at no costs to the Customer. The Customer is in no way liable or required to mail, freight or transport any equipment at the end of the lease. It shall be the Contractor's responsibility to physically remove any and all equipment from the Customer's location. 3.2.25.2 Renewal of Lease and Maintenance Agreements Upon mutual agreement of the Customer and Contractor, a lease or separate maintenance agreement may be extended or renewed during the term of the Contract. Any leases that are in excess of$35,000 in annual total value will require Department of Financial Services approval (state agencies only) prior to execution of a new lease agreement, as per Chapter 287.063(2)(a), Florida Statutes. 3.2.25.3 Purchase of Leased Equipment Purchase of leased equipment by Customers is permitted under this Contract. 3.2.25.4 Lease Cancellation for Convenience The initial lease agreement may be cancelled at any time during the lease period by the Customer. An 180 day cancellation notice will be required of the Customer in writing. The equipment will be returned to the Contractor with transportation and any removal charges paid by the Customer with no additional payments due from the Customer. Page 71 of 74 Page 108 of 993 State Term Contract No. "102100-17-1 Mail iEquipment 3.2.25.5 Lease Cancellation for Non-Performance Lease agreements may be cancelled during the lease period for non-performance related issues. If the Customer requests removal of leased equipment, the Contractor will cancel the lease effective immediately with no additional payments due from the Customer. Equipment will be removed from the Customer site within ten business days of such written notice at no cost to the Customer. 3.2.25.6 Leased Equipment Risk of Loss or Damage Upon acceptance of equipment, the Customer shall be responsible for ensuring all leased equipment from the risk of loss or damage for the life of the lease. 3.2.26 Price Adjustments Prices may be adjusted twice during the initial term and twice during the renewal term based on the percent change (up or down) of the Producers Price Index (PPI). Price adjustments correlate with the PPI Series ID PCU3333183333183A, Other Commercial and Service Industry Machinery Manufacturers, Mailing, Letter handling, and addressing machines, except parts and attachments as published by the Bureau of Labor Statistics, in the Department of Labor, Washington, DC 20212. These reports are accessible at the following website: hftp://www.bls.gov/data/. When requesting a price increase, the Contractor may submit a justification in writing to the Contract Manager detailing the reasons for the price adjustment request and demonstrating the calculable change in PPI that supports a price adjustment. The requested adjustment for a price increase may not exceed the percentage change of the PPI the preceding twelve months prior to the adjustment. The Department reserves the exclusive right to accept or reject any request for a price adjustment. Price adjustments may be effective only upon written approval by the Department and may not be applied retroactively. The Department reserves the right to request price decreases at any time during the term of the Contract if it's found to be in the best interest of the State. 3.2.27 Product Adjustments Requested product changes due to model upgrades must be approved by the Department and added to the contract before being offered to Customers. 3.2.28 Survivability Lease agreements and the terms of this Contract under which those lease agreements were made during the term of the Contract will survive the term of the Contract through to the completion of the term of the Lease. 3.2.29 Environmental Considerations The State supports and encourages initiatives to protect and preserve our environment. The Contractor shall have a plan to support the procurement of products and materials with recycled content, and the intent of Section 287.045, Florida Statutes. The Contractor shall also provide a plan for reduction and /or handling of any hazardous waste generated by the Contractor's company. Reference Rule 62-730.160, Florida Administrative Code. It is a requirement of the Florida Department of Environmental Protection that a generator of hazardous waste materials that exceeds a certain threshold have a valid and current Hazardous Waste Generator Page 72 of 74 Page 109 of 993 State Term Mail Processing Equipment Identification Number. This identification number shall be provided as part of the Contractor's explanation of its company's hazardous waste plan and shall explain in detail its handling and disposal of this waste. In its plan, the Contractor shall describe what efforts the Contractor's company will take to encourage the participation and support of these and other environmental programs and reduce the impact of purchasing mail processing equipment in the State of Florida. If applicable, the Contractor shall include its plans for utilizing reusable totes for delivery, reduced packaging programs, use of alternative fuel or higher fuel efficient delivery vehicles, programs to reduce vehicle miles through order consolidations/ incentives, user education programs for more environmental friendly products and product take-back programs. 3.2.30 Location and Moving of Leased Equipment The Customer shall notify the Contractor any time leased equipment is relocated to another location. Relocation of leased equipment within the same building shall be performed by the Contractor at no charge. Relocation of leased equipment within the same complex shall be done at no charge unless equipment must be moved by vehicle to another building and then a standard industry charge is allowed. 3.2.31 Option to Purchase The option to purchase instead of leasing equipment is permitted under with this Contract. Postage meters may only be rented. 3.2.32 Optional Related Accessories and Supplies The Customer may purchase equipment without optional related accessories, or may choose to purchase any individual or combination of machines, accessories, supplies or software offered on the non-core price sheet under the terms of this Contract. 3.2.33 Other Fees and Charges Additional fees including but not limited to, property taxes, delivery charges, pick-up charges, fuel surcharges, interest fees, late payment fees (if paid within thirty days of the invoice date), or removal charges are not permitted under this Contract. Remainder of thisis left intentional,ly Page 73 of 74 Page 110 of 993 State Term Contract No. 44102100-17-1 it Processing Equipment 4 List of Attachments Attachment A Timeline of Events Attachment B References Attachment C Qualification Questions and Required Documents Attachment D Price Sheet Attachment E Vendor Information Form Attachment F Ordering Instructions Form Attachment G Certification of Drug-Free Workplace Attachment H Savings/Price Reduction PUR 7064 Attachment I Manufacturer's Certified Representative Form Attachment J Preferred Pricing Affidavit Attachment K Quarterly Sales Report Attachment L Draft Contract Attachment M General Contract Conditions Page 74 of 74 Page 111 of 993 6.C. CONSENTAGENDA 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Award the bid for "SARA SIMS PARK FENCING' Bid#009-2412-19/ITto McConnie Fence of Tampa, FL as the lowest, most responsive, responsible bidder who met all specifications for an estimated expenditure of$90,788.00 plus a contingency of$9,000 for unforeseen conditions for a total estimated expenditure of $99,788.00 EXPLANATION OF REQUEST: On March 25, 2019, Procurement Services opened and tabulated 5 bids for Sara Sims Park Fencing. The purpose of this bid is to seek qualified firms for fencing improvements for Sara Sims Park. All bids were reviewed by the City Engineer. It was determined to recommend this award to McConnie Fence. This will be for new fencing for Sara Sims Park. Along with any repairs that may be needed for the fence adjacent to the cemetery. I n addition, the low vendor Horizon was deemed non-responsive for not submitting all required documents. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? The purpose of this bid is to secure a qualified firm for fencing improvements at Sara Sims Park. FISCAL IMPACT: Budgeted Funds are budgeted and available for account 302-4218-572-6305 for the estimated amount of$90,788.00. ALTERNATIVES: To reject the recommendation and resolicit STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 112 of 993 ATTACHMENTS: Type Description D Addendum Price Tabulation Sheet D Addendum Responsiveness Tab Sheet D Addendum McConnie Submittal Page 113 of 993 City of Boynton Beach Submitted By: Alpha Fence Specialist Horizon Martin Fence Cc McConnie Fence Tropic Fence Sara Sims Park Fencing BID N0.009-2413-19/IT Item Description Quantity U/M Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount FENCING+INSTALLATION F&I ALUMINUM PICKET FENCE AT PARK 2400 LF $52.19 $ 125,256.00 $66.00 $ 158,400.00 $30.50 $73,200.00 $51.15 $1q3,02O.00 PERIMETER F&I ALU MINUM PICKET FENCE AT CEMETERY q00 LF $61.01 $ 24,404.00 $66.00 $ 26,400.00 $30.50 $12,200.00 $51.15 $ PERIMETER F&I 12'WIDE DOUBLE SWING GATE-ALUMINUM PICKET MATCHING PERIMETER FENCE 2 EA $1,719.90 $ 3,439.80 $3,406.00 $ 6,812.00 $872.00 $ 1,744.00 $1,510.00 $ F&I6'WIDE SINGLE SWING GATE-ALUMINUM PICKET MATCHING PERIMETER FENCE 6 EA $859.95 $ 5,159.70 $2,091.00 $ 12,546.00 $274.00 $ 1,644.00 $830.00 $ 4,980.00 MAKE REPAIRS TO EXISTING CEMETERY 1 LS $2,000.00 $ 2,000.00 $3,194.00 $ 3,194.00 $2,000.00 $ 2,000.00 $3,500.00 $ 3,500.00 FENCING Fencin Construction Cost Total: $ 160,259.50 ^' s $207,352.00 $9Q78B.00 $154,720.00 Comments: Non Responsive Tabulated By:Eric Marmer 3/25/2019 Witnessed By:Mike Dauta 3/25/2019 Page 114 of 993 ) ]2 f q m m , , o \ # ca LOlo E - \ }§ )\ / \ \\ \ E E ca o f \ f f f E \\ \ olo lo lo lo lo lo lo lo lo lo lo o o ` | f f f f f f f f f f f f f \ \ \ \ \\ m\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ om lo co Im Im o 7 |t m$ - )} / , ( k §_ \/ § - _ %, ) - _ 2 _ \ 9 R § C, z- - IL j 2 $ -® 2 k - - § /- // ) ( - C' -- � > ; _ } )) ®_ 2 - r -� - ) 2 222 K) ; ) /) ! \ /[ /2 )) \) ) \ / / &$ City-,of. oynton .Beach bnfUed:By: Sara Sims Park Fencing FENCING BID FORM �f� + 810 NO.009-2443-#9fFr re, G�. Item Description Quantity U/M Unit Price Amount FENCING+INSTALLATION $0.00 F&I ALUMINUM PICKET FENCE AT PARK PERIMETER 240G LF �a„�d $ F&I ALUMINUM PICKET FENCE AT CEMETERY PERIMETER- 4DO LF 3�,✓�0 $� F&1 12'WIDE DOUBLE SWING GATE-ALUMINUM PICKET MATCHING PERIMETER FENCE 2 EA g7o2�OD $ - 11 l 7 yy. F&I L&WIDE SINGLE SWING GATE-ALUMINUM PICKET MATCHING PERIMETER FENCE B EAp27 oa $ MAKE REPAIRS TO EXISTING CEMETERY FENCING 1' LS $ ©,90, 00 ne Fencing Construction Cost Total $0.00 E Page 116 of 99;3 The City of Boynton Beach ' FrmvrcelPrrrerrremerrt Services 3.301 Qurmtuni Blvd.,Suite 101 Boynton Beach,Florida 33426 YeL-phorm: (S61)742-6310 F.4X.• (561)742-6316 ACKNOWLEDGEMENT OF ADDENDUM No. 1 SARA SIMS PARK FENCING IMPROVEMENTS BID No.: 009-2413-19/IT RESPONDENT MUST SIGN, DATE AND INCLUDE THIS "ACKNOWLEDGEMENT OF ADDENDUM NO. 1 WITH BID PACKAGE IN ORDER FOR SUBMITTAL TO BE CONSIDERED COMPLETE AND ACCEPTABLE. l :IL� PRINT NAME OF REPRESENTATIVE SIGNA E O REPRESENTATIVE A-C- A,R?iP & Com / 11 NAME OF COMPANY DATE 1 2 i Page 117 of 993 BIDDER ACKNOWLEDGEMENT Submit Bids To: FINANCE/PROCUREMENT SERVICES 3301. Qu'antimn Boulevard,S&e 101 Boynton Beach, Florida- 33426 Telephone: (561) 742-6322 Bid Title: SARA SIMS PARK FENCNG IMPROVEMENTS Bid Number: 009-2443-1911T Bid Received By: 'Mamh 253 20.19, NOLATER THAN 2:30 P.M. Bids will be opened in Procurement Services unless specified otherwise. Bid receiving date and time is scheduled for: March 25,2019, no later than 2:30 P.M., and may not be withdrawn within ninety(90) days after such date and time. All awards made as a result of this bid shall conform to applicable sections of the charter and codes of the City. Name of Vendor: me ca fji e- Fe4c( , Federal I.D. Number: ,j A Corporation of the State of: Area Code: 3 -Telephone Number. �f✓�7"d�s2 Area Code: FAX Number: Mailing Address: 391 1 /1-fe , cj, CitylStatelZiP: J r( —? Vendor Mailing Date: E-MAIE.: X vrj&5; 421V1Cep��le *COp� G �D AutWjz d S' ature v/J'AW4 eS -Name yped i t i I THIS PAGE TO BE SUBMITTED ALONG WITH BID FOR PACKAGE TO BE CONSIDERED COMPLETE AND ACCEPTABLE 31 Page 118 of 993. A D D E N D A CITY OF BOYNTON BEACH FLORIDA BID TITLE: SARA SIMS PARK,FENCING IMPROVEMENTS BID NO: 009-2413-191IT BIDDER: E)ATE•'SUBMTTEa We propose and agree, If this bid is accepted, to contract with the City of Boynton Beach, in the Contract Form, to furnish all material, equipment, machinery, tools, apparatus, means of transportation, construction, coordination, labor and services necessary to completelprovide the work specified by the Contract documents. Having studied the docen=ts preWed by: KIMLEY44ORRAMASSOCL 4'I:ESR INC. and having examined the project site(when indicated in these specifications to do so),we propose to perform the work of this Project according to the Contract documents and the following addenda which we have received; ADDENDUM DATE ADDENDUM DATE Q NO ADDENDUL't WAS RECEIVED-IN'CONNECTION llli`tTH THIS.BID f f THIS PAGE TO BE SUBMITTED ALONG WITH BID FOR PACKAGE TO BE CONSIDERED COMPLETE AND ACCEPTABLE i 32 Page 119 of 993; STATEMENT OF BIDDER'S QUALIFICATIONS Each Contractor bidding on work included in these General Documents shall prepare and submit the data requested in the following schedule of information. This data must be included'in and-madLpart.of each bid.rtoclament. Fallure-to,compty vAth this instruction may be regarded as justification for rejecting the Contractor's proposal. *attach additional sheets giving the information 1. Name of Bidder: _F&-Z c-e 2. Business Address: JZQ2 v30.- S' 3, When Organized: 4. wtiec bcorporated: 6. How many years have you been engaged in the contracting business ander the present firm name? � tZ 6. General character of work performed by your company. 7. Number of employees. Zy ' 8. Backgroundand experience of pdndpaf mem bem of-your personneL including officers:. ffi G 9. Bonding capacity, J M i v t 10, Have you ever defaulted on a contract? If so, where and why?*40 i s THIS PAGE TO BE SUBMITTED ALONG WITH BID FOR i PACKAGE TO BE CONSIDERED COMPLETE AND ACCEPTABLE 33 Page 120 of 993 STATEMENT OF BIDDER'S QUALIFICATIONS continued...... 11. Experience in performance. Project $-/fayre. Contact Name Ph e.# �rP7 Q ,as ���ker #fo'(-,.7-1 g-23V wakao_- A-0 05-7�,Y fief f_5- C*VA�IeAe� 11. Contracts on hand. 12. Largest completed projects (include final cost). 2). � 3) � 14. List all lawsuits (design and/or construction related) to which you have been a party and which: 1.) arose from caaskucUon projects: 2) occurred within the last 4 years: 3) provide case number and style: t Dated at: L. this day of 201 By: igna u Name: (Printed or yped) Title: I C THfS PAGE TO BE SUBMITTED ALONG WITH BID FOR { PACKAGE TO BE CONSIDERED COMPLETE AND ACCEPTABLE 34 Page 121 of 993 NON COLLUSION AFFIDAVIT OF PRIME BIDDER State of County'of G/ A ) being first duly sworn, deposes and says that: �-- 1) He/She isc "Z4- /9q of MC C© J � Ge , (Tits (Name of Corporation or Firm) the bidder that has submltted the attached bid: ,,SARA 51N15 IPAI* rr=NClNG IMPROVaAENTS" 2) He/She is fully informed respecting the preparation and contents of the attached bid and of all pertinent circumstances respecting such bid; 3) Said bid is genuine and is not a collusive or sham bid; 4) Further, the said bidder nor any of its officers, partners, owners= agents, representatives, employees or parties in Interest, Including this-affiant; has-iir any way-coffuded, conspired', connived or agreed,directly or indirectly with any other bidder,firm or person to submit a collusive or sham bid in connection with the Contract for which the attached bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner,directly or indirectly, sought by agreement or collusion or communications or conference with any other bidder,firm or person to fix the price or prices in the attached bid or of any other bidder,or to fix any overhead, profrt or cost etenmr t of the bid price or the bid price-of-any other bidder,-or to secure through ,any CaWsian,xmnspiracy,-omnivassoe-er avgawfui agneemer4t airy advantage against the City of Boynton-Beadh or any person interested fn'the Vmposed'Contract;and 5) The price or prices quoted in the attached bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. (Title)_ �`YI Subscribed and sworn to before mer This r.Y� day of C 2il DC)J� �b a , Y Aye Brian Vesco: 'My commission expires x° `'° State of Florida ,FAQ My Commission Expires 06/19/2022 Commission No,GG230648 THIS PAGE TO BE SUBMITTED ALONG WITH BID FOR PACKAGE TO BE CONSIDERED COMPLETE AND ACCEPTABLE 35 _ _ Page 122 of 993 CONFIRMATION OF MINORITY OWNED BUSINESS A requested form to be made a part of our files for future use and information. Pfease fill out and indicate in the appropriate spaces provided which category best describes your company. Return Vs;farm with your bid proposal sheet McWng it an aff cW pal t of your bid response Is your company a Minority Owned Business.? Yes Na If Yes, please indicate by an"X"in the appropriate box: .} AMERICAN INDIAN ( } ASIAN ( ) BLACK ( ) HISPANIC ( ) WOMEN f OTHER (specify) ( } NOT APPLICABLE Do you possess a Certification qualifying your business as a Minority Owned Business? YES NO If YES, Name the Organization from which this certification was obtained and date: Issuing Organization for Certification i Date of Certification perimeter i I i 1 I I i THIS PAGE TO BE SUBMITTED ALONG WITH BID FOR 'r PACKAGE TO BE CONSIDERED COMPLETE AND ACCEPTABLE 37 Page 123 Of 993 CONFIRMATION OF DRUG-FREE WORKPLACE Preference shall be given to businesses with drug-free workplace programs. Whenever two or more bidswfiic{i are aqua#watt respect to pr`loe;.qua4it}f,, and sm vice axe ireceived by the City.of Boynton Beach or by any political subdivision for the procurementof commodities or contractual services, a bid received from a business that certifies that it has Implemented a drug-free workplace program shall be given preference in the award process. Established procedures for processing tie bids will be followed if none of the tied vendors have a drug-free workplace program. In order to have a drug-free workplace program, a business shall: 1) Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing,ppssession, or Esse of-a-controlled substance.is prohibited'in the'workplace-and specifying the actions that will be taken against employees for violations of such prohibition. 2) Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. 3) Give each employee engaged in providing;.the-commodities or contractual services that are under bid.a copy of the statement specified in subsection (1). 4) In the statement specified in subsection(1), notify the employee that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of Chapter 893 or of any controlled substance law of the United States or any state,for a violation occurring in the workplace no later than 5 days after such conviction. 5) Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community by, any employee who is so convicted. 1 6) Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As the person authorized to sign the statement, i certify that this firm complies fully with the above requirements. ndortgnature THIS PAGE TO BE SUBMITTED ALONG WITH BID FOR PACKAGE TO BE CONSIDERED COMPLETE AND ACCEPTABLE 38 Page 124 of 993# SAFETY PROGRAM COMPLIANCE Safety is a high priority in the conducting of business in the City of Boynton Beach. Preference shalfire given to contractors with an established safety, program folloviting O:S.H.A. guidelines,, and'dbafthehted•results establiWng a•safe:working�environment- 1. nvironment-1. Bidder shall provide a copy of the Safety Program(s) to be In effect for the duration of the ,Contract(attach to the.back of this form). 2. The City reserves the right to' conduct periodic safety inspections of the contractor, subcontractor, employees, agents, etc. throughout the duration of the Contract. 3. The City reserves,the rtght10 fenr3inate#ba Contract where itis determined that the centracter or subcontractor is in non-compliance of the safety terms, regulations or requirements established by O.S,H.A. or the State. As the person authorized to sign the statement, I certify that this firm complies fully.with the above requirements. AUTH0RQWS1QKXT1JRE I t 4 i s 4 i THIS PAGE TO BE SUBMITTED ALONG WITH PROPOSAL FOR BID PACKAGE TO BE CONSIDERED COMPLETE AND ACCEPTABLE 39 5 t Page 125 of 993 l 1 N m O O L C y U � O C G m U w 'C ` u F ar � O . m •aj rn 0') :m � 3 C om `0 � o � o V c N_ L � N F- v .. N 0) m "� CO (6 m .5 Z CD -11 �} IL n �; °� cc I- LLI cx , mr c ai P. � 2 O E " v c"�v Q'u � ~ oc Mi 'C = 00Q O V s ~ CL❑ 3 z CL 07 �... 3 m as W w - 0 Z o aC � � C7 r O m n 9 ZN T. � a � Co m m k W a W � N 6 o m �; :ro Co Q�G O w U � � t Z W O w ❑ O CL J J- d o � u C* m D E2 — w r o a�i0CD mm o LU 0 �� l! Q•u o m p. am.cu. m CL Vu& i L � U d � O 'Y T+ CL acr Qm a E m a m CBL _C {C (0 tq FF E C CID t m l m (C m w m m d ((a O l3 ❑ i rn -0N i °' rn E aa _ i L 4I 0 -0 O ❑ O L C} •O a+ C (D mch8 C CD 0 M. W.'Da c U of�, c ra. o. o ,( an Z a No c (D E w O c c U m` m y t F- Lo n r!] H 0 'v, m STATEMENT OF NO BID If you are not bidding on this serviceicommodity, please complete and return this form to: Procurement Services —3301 Quantum Boulevard, Suite 104, Boynton Beach, FL 33426. Failure to respond may resuit in deletlon of vendor's name from the qualified bidder's list for the City of Baynton Bead: COMPANY NAME: ADDRESS: TELEPHONE: SIGNATURE: DATE: WE, the undersigned have declined to respond to your Bid No.: 009-2413-1911T.for SARA SIMS PARK FENCING IMPROVEMENTS because of the folfowing:reawni ss Specifications too "tight", i.e., geared toward brand or manufacturer only(explain below) Insufficient time to respond to the Invitation 'We do.rout offer-th-s_product or an,equinalebt Our product schedule would not permit us to perform Unable to meet specifications Unable to meet bond requirements Specifications unclear(explain below) Other(specify below) REMARKS: f t f F 1 1F YOU ARE NOT SUBMITTING A BID,PLEASE COMPLETE FORM I AND RETURN TO PROCUREMENT SERVICES 41 Page 127 of 993 PALM BEACH COUNTY INSPECTOR GENERAL ACKNOWLEDGMENT SARA SIMS,PARKI FNCIRG IMPROVEMENTS BID No. 009-2413-1911T The Contractor is aware that the Inspector General of Palm Beach County has the authority to jnvestjgate anis auditmuttersTe'l9ft to;1he P6_qiationand petforinance-cif:this.contract, and in furtherance thereof may demand and obtain records •and'testimcny from the Contractor and its subcontractors and lower tier subcontractors. The contractor understands and agrees that in addition to all other remedies and consequences provided by law, the failure of the Contractor or its subcontractors or lower tier subcontractors to fully cooperate with the Inspector General when requested may be deemed by the municipality to be- a material breach of this, contract. justifying. is termination. CONTRACTOR NAME By Title: An Date: �l�rld THIS PAGE TO BE SUBMITTED ALONG WITH BID IN ORDER FOR PACKAGE TO BE CONSIDERED COMPLETE AND ACCEPTABLE 42 Page 128 of 993 CITY OF BOYNTON BEACH LOCAL BUSINESS STATUS CERTIFICATION I, , the of (Name of officer of company) (Title of officer of company.) ' located at , (Name of Corporation/Company) (Business Address) Certify that I am an authorized representative of the business and, on behalf of the Business, request that it be deemed to be a local business for purposes of the City of Boynton Beam LocW Preference Program.Answering yes oto Question 'I and Question 2 below will qualify the business as a local business. In support of this request, I certify the following to be true and'correct: NAME OF BUSINESS: ... 1. Is the business located within the City limits YES NO Number of Years: of Boynton Beach, Florida? 2. Does the business have a business tax VE NO Business License receipt issued in the current year? -Nurnber: 3. Is the business registered with the Florid YES NO E Division of Corporations? I understandthat m1srepresentation.of any facts-hf connection-With:,this request may be cause-for removal from the certified local business list:- I also agree that the business Is required'to notify the City in writing should it cease to qualify as a local business. Print Name: Signature: i t 'FOR PURCHASING USE ONLY' i 3U!4hess i3cense Year'ZrA.-iWisshed: Ac>fiive: } 3 t Verified by: Date: 43 I i Page 129 of 993 CERTIFICATION PURSUANT TO FLORIDA STATUTE § 287.135 on,.:behaff of MC&- O 4 C�2_ &qa certify Print Name and Title Company Name that_ ('_ (Ao 12n 1 e F�ce does not: Company N- arae 1. Participate in a boycott of Israel; and 2. Is not on-the Scrutinized Companies that Boycott Israel List; and 3. Is not on the Scrutinized Companies with Activities in Sudan List; and 4,.Is not on the Scrutinized Companies wdh Actin Ies:in the bran.Petrolem Energy Sector List; and 5. Has not engaged in business operations in Syria. Submitting a false certification shall be deemed a material breach of contract. The City shall provide notice, in writing, to the Contractor of the City's determination concerning the false -certification.The—Gantractor:shd1l,have:r hety.-(BQ)Aays.foNaWing receipt-of the notice to respond in writing and demonstrate that the determination of false certification was made in error. If the Contractor does not demonstrate that the City's determination of false certification was made in error thea the City shall have the right to terminate the contract and seek civil remedies pursuant to Florida Statute § 287.135. Section 287.135, Florida Statutes, prohibits the City from: 1) Contracting with companies for goods or services in any amount if at the time of bidding on, submitting a proposal for, or entering into or renewing a contract if,the company is on the Scrutinized.Companies that Boycott Israel List, created pursuant to Section 215.4725, F.S.-or is engaged in a boycott of Israel; and 2) Contracting with companies, for goods or services over$1,000,000.00 that are on either the Scrutinized Companies with activities in the Iran Petroleum Energy Sector list, created pursuant to s. 215.473, or are engaged in business operations in Syria. As the person authoriized`to sign on behalf of the Contractor, i hereby certify that the company identified above in the section entitled "Contractor Name" does not participate in any boycott of Israel, is not listed on the Scrutinized Companies that Boycott Israel List, is not listed on either 44 Page 130 of 993 ANTI-KICKBACK AFFIDAVIT STATE OF FLORIDA SS COUNTY OF PALM BEACH � I, the undersigned hereby duly sworn. depose and say that no portion of the sum herein bid will be paid to any employees of the City of Boynton Beach as a commission, kickback, reward of gift, directly or indirectly by me or any member of my firm or by an officer of the eorporafion. By: - 1; fS19NATURE Swam and subscribed before e Ehisday of , © rC , 20 lq Printed Information: ✓/ �?, Hel NAME TITLE NOTARY PUBLI State of Florida at Large COMPANY ►.e,_ tvaeary Public"M of Fbsdu �F Niue Ya "Rosaft My GCmrnianM GG 144687 �y Fa*.a;18178,2x21 'OFFICIAL NOTARY SEAL. STAMP THIS PAGE TO 8E SUSNIMEO ALONG WITH BID FOR � PACKAGE TO BE CONSIDERED COMPLETE AND ACCEPTABLE E 36 Page 131 of 993 . 6.D. CONSENTAGENDA 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve the one-year extension for RFPs/Bids and/or piggy- backs for the procurement of services and/or commodities as described in the written report for April 16, 2019- "Request for Extensions and/or Piggybacks." EXPLANATION OF REQUEST: As required, the Finance/Procurement Department submits requests for award to the Commission; requests for approval to enter into contracts and agreements as the result of formal solicitations; and to piggy-back governmental contracts. Options to extend or renew are noted in the "Agenda Request Item" presented to Commission as part of the initial approval process. Procurement seeks to provide an accurate and efficient method to keep the Commission informed of pending renewals and the anticipated expenditure by reducing the paperwork of processing each renewal and/or extension individually and summarizing the information in a monthly report(as required). PRE-CHLORINATED PIPE 036-2821-16/TP MAY 17, 2019 THRU BURSTING OF POTABLE WATER MAY 16, 2020 MAINS HYDRAULIC CYLINDERS AND 039-2516-17/IT MAY 19, 2019 THRU VALVE PARTS AND REPAIR MAY 18, 2020 HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? This renewal report will be used for those solicitations, contracts/agreements and piggy-backs that are renewed/extended with the same terms and conditions and pricing as the initial award. FISCAL IMPACT: Budgeted Funds have been budgeted under line items as noted on the attached report. ALTERNATIVES: Not approve renewals and require new solicitations to be issued. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Page 132 of 993 Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Addendum Bid Extension Summary D Addendum Killebrew Signed Renewal D Addendum Murphy Signed Renewal D Addendum Construction Hydraulics Signed Renewal Page 133 of 993 CITY OF BOYNTON BEACH REQUESTS FOR BID EXTENSIONS AND PIGGY-BACKS April 16, 2019 REQUESTING DEPARTMENT. UTILITIES DEPARTMENT CONTACT.Tremaine Johnson TERM:May 17,2019 to May 16,2020 SOURCE FOR PURCHASE:City Bid No.036-2821-16/TP ACCOUNT NUMBER:401-2810-536-4647 VENDOR(S):Killebrew,Inc./Murphy Pipeline Contractors ANNUAL ESTIMATED EXPENDITURE:$2,000,000 DESCRIPTION: On May 17, 2016, City Commission approved a two-year Agreement with Killebrew, LLC. and Murphy Pipeline Contractors. This initial term expenditure was$400,000. On May, 15 2018, Commission approved Resolution R18-072 for an additional$1,487,323.00.And then on June 5, 2018, Commission approved Resolution R18-078 for an additional$404.890.32. The Agreement allows for two(2)additional one-year renewal terms under the same prices, terms and conditions. Both vendors have agreed to renew the Agreement for an additional one-year term. REQUESTING DEPARTMENT.PUBLIC WORKS/FLEET DEPARTMENT CONTACT.Adrianna Greco-Arencibia TERM:May 19,2019 to May 18,2020 SOURCE FOR PURCHASE:City Bid No.039-2516-17/IT ACCOUNT NUMBER:501-5000-590-0982 VENDOR(S):Construction Hydraulics of Lake Worth,Inc. ANNUAL ESTIMATED EXPENDITURE:$65,000 DESCRIPTION: On May 16, 2017, City Commission approved a two-year Agreement with Construction Hydraulics of Lake Worth, Inc. The Agreement allows for Two(2)additional one-year renewal terms under the same prices, terms and conditions. Construction Hydraulics of Lake Worth, Inc. has agreed to renew the Agreement for an additional one-year term. _'h.e City of Boynton Beach FinancejProcurement.services P.O. Box 310 Boynton Beach,Florida 33425-0310 Telephone No: {561)742-6310 FAX: (561)742-6316 April 1, 2019 William C. Thomas IV Killebrew, Inc. VIA EMAIL TRANSMITTAL TO: bill@kjllebrewinc.com BID: PRE-CHLORINATED PIPE BURSTING OF POTABLE WATER MAINS BID No.: 036-2821-161TP CURRENT AGREEMENT TERM: May 17, 2018 T,HRU May 16, 2019 Dear Mr. Thomas: The current agreement term for the"PRE..-CHLORINATED PIPE BURSTING OF POTABLE WATER MAINS" awarded to Killebrew, Inc.. expires May 16, 2019. The agreement documents allow for two (2) additional one (1) year extensions and we would like to extend the bid for an additional one-year period with the same terms, conditions and pricing. Please indicate your response on the following page and return it to Procurement Services via email to marmere@bbfl.us at your soonest convenience. If you should have any questions, please do not hesitate to call Eric Marmer, Buyer at(561) 742-6318. Sincerely, *40L.40 Tim W. Howard Assistant City Manager-Administration cc: Taralynn Pratt, Contract Coordinator Tremaine Johnson, Manager, Field Operations, America's Gateway to the Gulf Stream Page 135 of 993 9"9- Ine City of Boynton Beach Finance/'Procurement Services P.O. Box310 Boynton $each, Florida 33425-0310 ............. lupi ne No: f561) 742-6310 FAX (561) 742-6316 April 1, 2019 BID: PRE-CHLORINATED PIPE BURSTING OF POTABLE WATER MAINS BID No.: 036-2821-16/TP CURRENT AGREEMENT TERM: May 17, 2018 THRU May 14 2019 Agreement between the City of Boynton Beach and Killebrew, Inc.: AGREEMENT RENEWAL TERM: May 17, 2019 THRU May 14 2020 X Yes, I agree to renew the existing agreement under the same terms, conditions, and pricing for an additional one-year term, No, I do not wish to renew the bid for the following reason(s)........ Killebrew, Inc. t NAME OF COMPANY SIGNATURE William C Thomas IV President NAME OF REPRESENTATIVE TITLE (please print) 414119 863-701-0273 DATE (AREA CODE) TELEPHONE NUMBER bilI@kiliebrevvinc.net E-MAIL America's Gateway to the Gulf Stream Page 136 of 993 The City of Boynton Beach FinancejProcurement Services P.D. Box 310 Boynton Beach, Florida 33425-0310 Telephone No: (561)742-6310 FAX (561)742-6316 April 1, 2019 Andy Mayer Murphy Pipeline Contractors, Inc. VIA EMAIL TRANSMITTAL TO: andym@murphypiplines.com BID: PRE-CHLORINATED PIPE BURSTING OF POTABLE WATER MAINS BID No.: 036-2821-16PTP CURRENT AGREEMENT TERM: May 1T, 2018 THRUMay 1S, 2019 Dear Mr. Mayer: The current agreement term for the"PRE-CHLORINATED PIPE BURSTING OF POTABLE WATER MAINS"awarded to Murphy Pipeline Contractors, Inc. expires May 16, 2019. The agreement documents allow for two(2)additional one(1)year extensions and we would like to extend the bid for an additional one-year period with the same terms, conditions and pricing. Please indicate your response on the following page and return it to Procurement Services via email to m rrn r @Wl, s at your soonest convenience. If you should have any questions, please do not hesitate to call Eric Marmer, Buyer at(561) 742-6318. Sincerely, Tim W. Howard Assistant City Manager-Administration cc: Taralynn Pratt, Contract Coordinator Tremaine Johnson, Manager, Field Operations, America's Gateway to the Gulf Stream Page 137 of 993 Me City of Boynton Beach Finance/Procurement Services P.O. Box 310 Boynton Beach,Florida 33425-0310 Telephone No: (561)742-6310 FAX: (561)742-6316 April 1, 2019 BID: PRE-CHLORINATED PIPE BURSTING OF POTABLE WATER MAINS BID No.: 036-2821-16/TP CURRENT AGREEMENT TERM: May 17, 2018 THRU May 16, 2019 Agreement between the City of Boynton Beach and Murphy Pipeline Contractors, Inc.: AGREEMENT RENEWAL TERM: May 17, 2019 THRU May 16, 2020 Yes, I agree to renew the existing agreement under the same terms, conditions, and pricing for an additional one-year term. No, I do not wish to renew the bid for the following reason(s) Murphy Pipeline Contractors, Inc. ��)_A���I NAME OF COMPANY SIGNATURE NAME OF REPRESENTATIVE TITLE (please print) 4k- )_� k DATE (AREA CODE)TELEPHONE NUMBER (Q P $ S E-MAI L Americo's Gateway to the Gulf Stream Page 138 of 993 The City of Boynton Beach Finance/Procurement Services P.O. Box 310 Boynton Beach,Florida 33425-0310 Telephone No: (561)742-6310 FAX: (561)742-6316 April 1, 2019 BID: HYDRAULIC CYLINDERS AND VALVE PARTS AND REPAIR BID No.: 039-2516-17/IT CURRENT AGREEMENT TERM: May 19, 2018 THRU May 18, 2019 Agreement between the City of Boynton Beach and CONSTRUCTION HYDRAULICS OF LAKE WORTH, INC: AGREEMENT RENEWAL TERM: May 19, 2019 THRU May 18, 2020 X Yes, I agree to renew the existing agreement under the same terms, conditions, and pricing for an additional one-year term. No, I do not wish to renew the bid for the following reason(s) Construction Hydraulics of Lake Worth, Inc. '` fi 3 NAME OF COMPANY ATURE Brian Filipowski President NAME OF REPRESENTATIVE TITLE (please print) 04/04/2019 561-585-6637 DATE (AREA CODE) TELEPHONE NUMBER Sales@hydraulics.cc E-MAIL I America's Gateway to the Gulf Stream 6.E. CONSENTAGENDA 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Accept the written report to the Commission for purchases over $10,000 for the month of March 2019. EXPLANATION OF REQUEST: Per Ordinance No.01-66, Chapter 2, Section 2-56.1 Exceptions to competitive bidding, Paragraph b, which states: "Further, the City Manager, or in the City Manager's absence, the Acting City Manager is authorized to execute a purchase order on behalf of the City for such purchases under the $25,000 bid threshold for personal property, commodities, and services, or $75,000 for construction. The City Manager shall file a written report with the City Commission at the second Commission meeting of each month listing the purchase orders approved by the City Manager, or Acting City Manager. Below is a list of the purchases for March 2019: Purchase Order Vendor Amount 190869 Southeasr Truck Specialist $10,705.00 190871 Barney's Pumps Inc. $11,630.00 190893 Moto Electric Vehicles $21,125.63 190906 Atlantic Southern Paving $54,645.33 190907 Raider Rooter $10,998.00 190914 Avirom&Associates $19,570.00 190918 Alexis Knight Architect, Inc. $10,775.00 190920 Runbrook, LLC $13,800.00 190925 & 190926 Precision Air Systems, Inc $20,994.00 HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? Ordinance No.01-66, Chapter 2, Section 2-56.1 assists departments in timely procurement of commodities, services, and personal property. Administrative controls are in place with the development of a special processing form titled "Request for Purchases over $10,000" and each purchase request is reviewed and approved by the Department Director, Finance Department, and City Manager. FISCAL IMPACT: Budgeted This Ordinance provides the impact of reducing paperwork by streamlining processes within the organization. This allows administration to maintain internal controls for these purchases, reduce the administrative overhead of processing for approval, and allow for making more timely purchases. ALTERNATIVES: None Page 140 of 993 STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Attachment Attachment Page 141 of 993 CITY OF BOYNTON BEACH APPROVED REQUESTS FOR PURCHASES OVER $10,0oo FOR MARCH 2019 I- Vendor: Southeast Truck Specialist Purchase Amo nt: $10,705.00 Requesting Department: Public Works Contact Person: David Scoff Brief Description of Purchase- Date: 317/19 Refurbishing and painting truck#1870 to the new Solid Waste colors. Source for Purchase: Three Written Quotes Fund Source: 501-2516-519-46-31 2. Vendor: Barney's Pumps, Inc. Purchase Amount: $11,630.00 Requesting Department: Warehouse Contact Person: Mike Dauta Brief Description of Purchase: D ate: 3/8119 1 u 'o a rc n ase P Amount' $11,630,00 tact Lemn to 0 - Mike Da 3/8119 ft Purchase of submersible Pumps for Warehouse stock. These are replacement Pumps for lift stations. Source for Purchase. Sole Source Fund Source: 502-0000-141-01-00 Ven r:�Moto se: �Vehlc�les ��������� irch .A._.._ Requesting Department: Fire �IHILPUHII. U-1,126,63 Contact Person. Asst.Chief Petty Brief Description Of Purchase: Date: 3/21/19 Three passenger EMS vehicle/golf cart equiped with advanced life support equipment and stretcher. $18,422 is being funded through the Firehouse Subs Public Safety Foundation. Source for Purchase: Piggyback State Contract Fund ource:S #25100000-18-1 105-3299-522-64 ' -33$18,422 00 4. Vendor. Atlantic Southern Paving L' 001-2210-522$4-33-$2,70363 Requesting Department: Purchase Amount. $54,646.33 Public Works Contact Person: Gary Dunmyer Brief Description of Purchase: Date: 3/26/19 Task Order#ASPS-14-022819. Quantum Blvd.Sidewalk repairs. Source for Purchase: Bid#01 0-2512-18/1T Fund Source: 303-4904-541-63-24 5. Vendor: Ralder Rooter CP0263 Requesting DepartmePurchase Amount- $10,998.00 nt. Public Works Contact Person: Gail mootz Brief Description of Purchase. Date: 3126/19 Remove and replace existing roof leaders at the Hester gym. Source for Purchase: Three Written Quotes Fund Source: 001-2511-519-49-17 Pagel Page 142 of 993 6. Vendor: Purchase Requesting Department: Utilities 19`570.0 Contact Person: Brief scrition Of Purchase: Date: 3/26/19 Surveying services to route the line Of survey for Dimick&Potter yards, plot Profile views on the Federal Hwy right of way&underground utilities. Task order#U-8-04, east half of North Source for Purchase. RFQ 067-2821-16/Tp Fund Source: 403-5000-538-65-09-$14,677.50 UC 1802 403-5000-533-65-02-$4,992.50 7. Vendor: Alexis Knight Architect, Inc. Purchase Amount: 1802 $10,775.00 Requesting Department: Utilities Contact Person: Wally Majors Brief Description Of Purchase: Date: 3/26/19 Conceptual design for Hobby Boat Pond Improvements at Barrier Free Park. Task Order TO-UT-2E-01. Source for Purchase: RFQ 046-2821-17rrp Fund Source. 141-2730-572-49-17 8. Vendor: Runbmok, LLC Purchase Amount: Requesting Department: Utilities $13,800.00 Contact Person: Brief Description Of Purchase: Date: 3/26/19 Subscribe to existing web-based SustainaBase Platform for 2018. 2018 subscription is needed to gather d calculate the City's greenhouse gas emission inventoryata&re- has completed greenhouse gas emissions inventory for 2015 thru 2017 using 8 8 for calendar year 2()l using SustainaBase platform. Runbrook Source for Purchase: Sole SSustainaBase, Data®riven Sustainability. Source 9. Vendor: Precision Air Systems Inc. Fund Source: 401-2821-536-31-90 Purchase Amount: Requesting Department. Public Works $20,994.00 Contact Person: Gail Mootz Brief Description Of Purchase: Date- 3/29/19 PO#190925-Emergency Purchase to replace 7.5 ton package unit RTU-4 at the Hester Center.$12,997.00 PO#190926-Emergency Purchase to replace 5 ton package unit RTU-2 at the Senior Center. $7,997.00 Source for Purchase: Emergency Purchase Fund Source- 303-4101-580-64-18 Page 2 Page 143 of 993 PURCHASE ORDER CITY OF BOYNTON BEACH, FLORIDA PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O. BOX 310 P.O. 4: 190869 VENDOR 13209 BOYNTON EACH, FLORIDA 33425-0310 DATE: 03/07/19 TO: SOUTHEAST TRUCK SPECIALIST, IN SHIP TO: 2407 HAMMONDVILLE RD City of Boynton -Beach POMPANO BRACH, FL 33069 PUBLIC WORKS DEPARTMENT 222 N.E. 9TH AVENUE BO TON BEACH, FL 33435 FREO UISiTION NO, 73349 ORDERING DEPARTMENT: FLEET/MC DATE NEEDEED: BID NO: --------------------- I COMMIS:SiON:A:PP:RO�VED: LINE# QUANTITY UOM ITEM No. AND DESCRIPTIONEXTENDED 1 595- 00 DL DETRIm CAB ASSY UNIT COST COST 2 170 . 00 DL REMOVE DECALS AND GLUE 1.0000 595.00 1.0000 170.00 3 2040. 00 DL PREP PRIME ANI): R.Evi.N ASSY BLUE1.0000 2040.00 4 340. 00 DL SET 13k.AND . PRESSURE URRCLEAN 1ARROW .ASsy . 1.0000 340.00 5 1020. 00 DI, -BRPOMALL;NhdC B6D.Y AND METAL �� :..:WORg-. NECC •0000 1020.00 6 4250.00 DL n-B' Rr' PRIME AND }REFINISH,;B0DY REAR MAM , 'R� TWO. TONE 1 0:000 4250. 00 7 340. 0c AL, ..'PREP AND'.REFI-N1-SH FEELS .0. 00 ' 340.00 8 1800-00 DL ::.k�� MATERIAL-S'. 1800.00 9 150. 00 D.)L.�.. bY AND METAL:XAT RIALS 150.00 REMARKS- FIRPAINT TRUCK 1870 ESTIMATE #7819: PROCUREMENT SERVICES: P.O. TO At.: ACCOUNT NO. PROJECT 501-2515-519.45-31 PURCHASING Page 144 of 993 CITY OF BOYNTON BEACH REQUEST FOR PURCHASE OVER 000 f 3/s!19 Requesting ® Public Works ;L. Contact ® Bill Explanation for Purch We are havingtruck 1870 refurbishedand Paintedt o the new Solid t colors. Recommended Vendo Dollar Amount of Pure o f t c ci l t, I cm Source r Purchase Three Written Quotations GSA State Contract PRIDE/RESPECT SNAPS Sole Source Piggy-Back Budgeted Item Emergency Purchase Other Contract Number. o f i�a�cin P iga i ire Pu � � nu t a a sented in the carne detail oontained within the contract. Department Head at i Purchasing t y r iDate Asst i r Date City a r Date Form evis L9 / 7T0 Page 145 of 993 &n w CD 00 0 0 0 U) C. 0 0 o 0 0 0 r 0 cnIz E. a 0 ca cn GLH N 0 Iq LLF Ho H pa C), W P4 1 iz z H Aq p 10 O 14 1 rn p! ul UO.WO'NOWO Aq w klD H ri ri m LO w m kO iD to En Ln Lf) 0 oil cl E-1 0 H 1 1 rl -] H 0 104 0 co In on Ln In JA 031 .1 6 P m 11 ; 4t W 13, 1 1 gx H w �N 11 : ra Page 146 of 993 Ifs to C� M U 140Z - OU) 0 14 ) 0 M E. 0 Ey .4f. Hif BOU'vo 2 P 1.0 1.0 C3 1 1 C� Cp 0 0 CO 01 Ln Ln 0 II co C) OW H ty) Ca E. 0 r7 0 C) C>00 0 COW C) 0 0 H Hrqq r-i r4 0 0 0 t) 2 4" E'- 0 C, C) In H C3 0 0 C; RI J,-j M co in LLQ M CY Aq aBq. ri 9x Q 14 z co 02 :> 0 MONOMONO U, L), L) U F4 K4 �C) 0 ri R im 0 V Q C, A' 0 � -- C- --, .9 I Hwosa OD L-M0 00- 0 OR wi-mo ! UHUHUHUHU qcoo C5,-i c� M = 0- gig aw X wUM 0.. ra Mz M 0 .:c z -Icz P4 z E, 0 ,%�Cxo �Cxo HMM --�Cyogwwbw IM fn M rn k 8 W w w 0 HOM plum 4MM ,v D E-1 V V EI 01 W cpj M H . , MIUMOW. H H 0 6 8 in Ln " 0 R : QHok UUM Spoz 00: Eq 0 E'210:P &H,E A I z H 0 *80r-IPIM,.,o oor-.1=12 Q'IUMHrA, 00E-tMH8 N " -4 Ho Ln Ln in 8RMSCAM UJUNHW4 upqHM4 to 02 b Ir4 ai M H H I .j AN pa� Q® a Q w 11 w 0 4Ln Ua w W rc4np a Ix 14 U3 9,x Ch to HQ H A Page 147 of 993 LOw 0 0 M PI FT In 0 r, d03 i LO C; C) NIn cq 0 HH I d Hm : 0 d o 0 0 C) C) O PA O 0.1 0 00 0 bi Wig 0 �7 C; W In C; C 124 Ln CM W CN Ad AW H v to to 0 >1 H m W L) 02M 94 04 E, 99 Q 0 9 N U Fq 04 0 99 E-1 A 0 1�9 'o .0 KH 0 0 1�9 E4�0 jX Cd C;Coj W IP44�Mai tD,4 r_OC)D 0 04 PIC sx wnara r-OC)c 0 0 -ng 0 M�w - I roo® ,R C, C)rq0O m H oHoo 0" H E� m L) H A44 OHOO M 0 0 Erg w" H 19 ON R N, 0 Q A;r W 0- 0 0.. W H 0.. 154 P4 :HH LXH>tH 1?104 m -mz a.son p OH M,4 m H,%q H a, 0 tDOE-0.. rjl-q>,H tarAm MICLDXOE� 04H�,H Am 0 0 x4rARJ1404ow 00 m 0 0 'Igloo OR, wm 0 ....0 0 oft"014 H 0 N WOW >4 0 �77,mmjg O E� H F�Onw, ME40UVW M8PUM89 nio Sam" H OWN A A H rA CA IX OH E WO 0 H ZOOE�11.rjdHo 00 g WH81HXNWR MHE-maj H 4 H 0 13�OOE-IAWHO MOOHP.WHO ca UrAFqrQA9 r AQH 11" 18EHZMNQ KE N pu U M H r4g OFUWHW4 ROOE-IAWHO p�OOE�p. 0 2 1*m pq H rA$4 Op'l 0 Rip, a)Pr,m p:Ix Pq a F�4 0�M 0 0 F4 00,8NM P80 pw�)IkN 04 cl Numik'47 mg p2mgmalix 191 Eum p4p4m W rq ixw. m P, log ra I Um�,Rm P MORE s7 m Ln Page 148 of 993 REQUEST FOR OFFICE ASSISTANCE W� FROM: Bill Darty Date: 3/0512019 *PRIORITY/DATE NEEDED BY: 13 Copy Work - Number of Copies: Double-aided/Collated &Stapled I Distribution: 13 Type from the attached/transcription tape i it (to be forwarded upon request) 13 Request for 121/Direct Pay Req.for the attached - Vendor or Person to be reimbursed: Account Number Project No.: Request for Requisition- Vendor: Southeast Truck Speciahst, Inc. $10,705.00 Account Number: 501-2516-519.46-31 Project No.: List It w/Ouantities&Unit Costs on the back of this request. XX Quotes($500 to$1,999): Vendor. Cost: Vendor: Cost: Vendor: Cost: u Written Quotes($2,000 to$9,999.99)-Attached. o Written Quotes($10,000 to $24,999)w/Purchases over$10,000 Form-Attached. u Bid/City(Over$25,000): Bid# o Bid/Other Entity(Over$25,000): Bid#,Bid Eff. Dates,&Bid Quotes-Attached. 0 it As: 13 OTHER: Special Instructions: Rel2a!nt truck 1870,cab and body,work order 90640 lob 1 Request completed by:�.......... Date completed: Please sign and return this form to the Office Stafrs Inbox;feel free to make any comments below. ---------------------—1-1--—---------—----- ---------------------------- ---------------------------- ---------—----------------------------------—-----------------------------------------——---------—----- -—-----------------—--------------------------------—-----------------------------------------------——-----------------_. Page 149 of 993 Soutbeast Truck Specialist,Inc. Estimate 2407 HammondvUle Road Pompano Beach,FL 33069 (954)970-3651 -Fay,(954)9704201 Lic 0: AR)891 LicMV-21%I FAFn I 310Name I Address Make NAV CITY OF BOYNTON BEACH Yr dl I . 222 NE 9TJ 1 AVE P 6 _L 3 10 .0.BOX I=L 3 10 C J_ -0310 IH'I'MMAAN59HO50934 BOYON BEACH,FL.33225 VIN �O 'S 561742 6205 FAX 561 742 6211 Mileage Tech P.O.No. Terms Net 30 ,R. M Description ally Cost Total DETRIM CAB ASSY 7 85A0 595.00 REMOVE.DECALS AND GJAJL 2 85.00 170.00 PREP PRIME AND REFINISI I OUTER CA13 ASSY Bl.t)17 24 95.00 2.040-00 R P R DET M L R P I' )V P M Rl- 0 C A )L A A A N S I S S Y R LIT AN L IN r .11 9�IJL Irl' 0 CLEAN i tj SE ANI}rRS R SET PRV�"URECTL'AN REAR BODY ASSY 4 85.00 340.w )1) PERFORM ALI. NEU.'BODY AND ME"I Al.PATCJ I WORK AS NECC 12 85.00 1.020.00 PREP PRIME AND REFINISH BODY INC REAR FRAME TWO TONE 50 85.00 4.250.(9) PREP AND REFINISH WHEELS 4 85.1ill 340.00 9.755.00 Paint Materials 1 1.900.00 1.800.00 BODY AND MEI At,MAIE'RIALS 1 150.00 150.00 The above is an estimate based on our inspection and does not cover any 7addiflonal r a a . or ports or labor which may be required after the work has started.Occasionally,worn SUbtobal , ti... a $10,705-00 damaged parts are discovered Which May 001 be ivident on The first inspection.Because of this the above prices are not guaranteed.Quotations on parts and labor are current and subject to change.]farther agree that my vehicle may be driven by your employees Sales Tax (0.0%) for road test at MY Own risk.Customer will have 3 working day's after repair's are $0.00 completed to pick up vehicles before storage fee's are applied Signature Total 510,705,00 Page 150 of 993 Data.' 311019 12-39 PM Edbuaft ID.- 7m Esunuft vermon: 0 pralindwy Prefile 10: TRUCKS NATIONAL COLLISION & TRUCK CENTER SM N POWERLINE RD.FT LAUDERIMLE.FL W309 (M)SIS-1no I=ON)61549111 Emnall: DanumileAssessotlBy: JO Classification: Dttv*4n Deductible: UNKNOWN CLAIMiUMIT 0 1870 Cu ill Tox CITY OF BOYNTON BEACH Address; 222 NE STH AVE,BOYNTON BEACH,Fl. SW5 Telephone: Horm Phom (561)7424M Mitchell Servlcr. 910338 Description: 2M kfiernallonal 4300 Duralfter TypaCompoffmak Truck Drive Tralm VIN: IHTUMAANOM59334 OEMIALT: A Search Co&.1 BOD0259 Lirm Entry Labor Line Nam Part Typal Dollar Labor Rm Nwnbw Type Operation Description Part Nursbar Anount Units 1 000600 REF I REFINISHIREPAIR REFINISH CAB BLUE INCLUMNG DOOR JAMS New 2.=40 - 0.0- 2 900M REF6 REFINISHIREPAIR REFINISH REAR BLACK Subw IM.00 - Ow 3 900500 REF* REFINISHNtEPAIR BOOM A,TURRET Sublet 310IMAO ox, 4 911050 REP' REFINISHIREPAIR REPAIR CRACKING AND PEELING PAINT Sublet TIMAO • 0.11" 5 000500 8DY* REPAIR ALL BODY WORK Sublet 2dibl).00 • 9.0* a SKW REP I REFINISHiREPAIR. FRONT DUMPER Sublet 22LOO DA* 7 900110 SOY' REMOVEIREPLACE NNW IMPERFECTIONS WILL SHOW Now 0.00 , 02, 1 9005110 BDY1 REMOVEIREPLACE NO WARRANTY ON RUST RETURNING Now LOS 00 9 900111M) BDY* REPAIR PRESSUTEWASH Sublet 12599 09' 10 9011500 SOY REMOVE)WEPLACE REMOVE ALL DECALS Now Inn 0.0' 11 900011 REF• REFINISHIREPAIR. WHEEL $ublet 460A0 0.0* 12 0005M GLS• REMOVEANSTALL WINDOWS IN TURRET FOR ACCESS NO GUARATEESublet 650AD 13 90DON REF* REFINSHAUIPAIR SEALER PRIMER Sublet 7M.00 0.0' 14 036007 ADDL COST Shop Matwish; 450.00 Is 036008 ADDL.COST Palrd1matellmls 1.500AD- IS 933018 REF ADDI.OPR Mask For Ovemprey 756AD . *-Judoment ftern ESTIMATE RECALL NUMBER. 0311112019 08:33AS 7593 Mitchell Data VeralorL OEM: FEE1k_ -V :F ®19_Y Copydq4(C)1994-2019 Mitchell Irdernallonal Page I of Softweeraverslon: 7.1234 Ali Rights Reserved Page 151 of 993 Daft: 9!VM912: a 7 0 Profdo W: 'TRUCKS Estimate Totals AdcM Labor Sublet 1. LaborSublotals n T um 0 a j __ 2 T 7 Parts Itsfirdsh 9 75BAD 7XSAD 7.776M T Glass 0.0 SOM OM 650.00 M.00 T Total Replacement Posts Taxable Labor 11 Labor Summary 0.0 1t 111. Additional Costs Amount ry• Adjustments Taxable Costs I'moo Customer ResponsIb4ft 0.00 Total Additional Costo 1,050.00 L T 11 IL Total al. T . IAWM Grow Total., 15,mm IV. ! NotTcal. 15, Addltl #C stym jXhai rA01 M RRIL .. AUMORIZED: (PRINT) I _..�_ (SIGN) PO #- ESTIMATE RECALL t 031912019 08, 7593 Mitchell Data Version: _79_ MAPRIFEIL19V ( )1 - 10 h 1 In a! Page 2 of 2 Softwore Version: 7.1.2Rights PA*ervW Page 152 of 993 RECIFTIEN INTERNATIONAL TRUCKS INC 3787 INTERSTATE PARK RD RrV]ERA BEACK FL,33404 Tel:561-882-9050 Fax:561-8 21 BODYSHOP@RECHT.EEN.COM Tax H).59-2044408 Eaharale - Prefimbtwy Estimate Preitarvil by: SKI Appraised for Accident Date: Date of Loss-. Date: 3/5/2019 Arrival Date. Estim": 1870 Type of ss: Policy Nurnber: Claim Number. Owner: Company: CITY OF BOYNTON BEACH Contact: ROLAND MILLER Addrm: 222 NX.9TH AVE City,State,71p Code: BOYNTONBEACH,FL-33435 Telephone,Fax: 561-742-6208 Year Make Made] Color Trim 2009 ENTERNATIONAL 4100/420014300/4400 03uraStar) Unit Number License Plate# Mileage Seria11WV1N# 1870 9 05093 Sup Seq or Labor Description Part Part Number Dollar or Type OP Type Amount units I Body Rem/Rep Protective Cover Glass And New T 9.0" Critical Arm for Sandblasting 2 Shop Materials $65.00 3 Body Rem/Rep Sandblasting Rust,lighting Sublet $3,550.00 T Loader,Chassis 4 Body Rem/Rep Weld In New Roof Sheet New $625.00 T 8.0* Roof Of Loader 5 Shop Materials $175.00 T 6 Ref Rem/Rep Refinish Loader NOW T 18.01' 7 Ref Rem/Rep Refinish Chassis Black New T 14.00 Wheds White 9 Body Rem/Rep R/I Minron,Window New T 8.0* Seals,Dr,Bezels,Fender extensionwghts 9 Ref Rem/Rep R/I Bumper And Paint New T 2.5* 10 Ref Ref Refinish Hood Assy Outside Exist T 8.0 version 3.0 TruckEst is a Trademark of Mitchell International Database Edition PHT 18-04 01998-2019 Mitchell International,Inc. Page I of 4 All Rights Reserved. Page 153 of 993 Sup Seq Labor Labor Description Part Part Number DoBar Labor Type op Type Amount units 11 Ref Ref Refinish Cab Assy Outside Exist T 30.01 and Dr.jmnbs 12 Body Rem/Rep Lightning Loader DeM Kit New $500.00 T 1.0* 13 Paint Metaials $3,770.00 2009 INTERNATIONAL 4100/4200/4300/4400(DuraStar) Version 3.0 TruckEst is a Trademark of Mitchell International Database Edition PHT 18-04 01998-2019 MitcheH International,Inc. Page 2 of 4 All Rights Reserved. Page 154 of 993 Sup Seq Labor Labor Description Part Part Number Dollar Labor Type op Type Amount units Judgement Item #-Labor Note Applies Labor parts Body 25.0 Hrs @ $107-00 S2,675.00 Parts Subtotal $4,675.00 Refinish 72.5 Hrs @ $107.00 $7,757.50 Lm A(Uustments Labor Total $10,432.50 Parts TOW $4,675.00 Additional Costs and Operations Additional Cam ShopMataials $240.00 Paint Materials $3,770.00 Add].CoMA)ps Total $4,010.00 Tax Totals Sub Total: $19,1.17.50 Net Total $19,117.0 Estimate Prepared By: Sivature Date Autherintion for Repairs: Sipature Date The above is an estimate based on our inspection and does not cover any additional parts or labor is may be required affer the work has started. Occaslorrally,wom ora parts are discovered which may riot be evident an the first inspection. use of this,the above prices are not guarentearl. Quotations on parts and labor are current and subject to change. Them Is No Guarantee on Paint Color match6Due Too PaW fading and the Harsh Envioremental Conditions And Chemical Washes Used On Commercial Vehicles. Fm@nt and&dhLrtzat1on for repglrs are 22MM 1h owners resoonsihility.theinsura co n =yagpm,mzmhL2Ly=nt for all of the repairs or Dardal oaMM00l due Ig DogTeasitipmDed 11rd-R—revious �ii!;I�i:;!!,iili!lsii:;;!!LAtilmmmmLdgami IWG12 MU are RjniggopjWfI kr lblit fLdl 9@yMffpLWh1 M11 oinking uo the vehicle NOTE As the ompff g!—yeMftYQLL=AWhodw renalm at mAuto Unkm 81 hWd on_vehide. And.11111filDdIkAf damagltLgo a MMIUMME _b2 nVd hnggdp—n, I &AUdU&Mat time of see aa e f ai caving for a retacementUbidLgad If ftl UMCk jill bated vou are g"jpgjhMhI9 for that vehicle_MhbjLbjnhL IhM&Mgkjor Wrigauthorbusfign. This is a preliminary estimate. Additional changes to the estimate maybe required for the actual repair. YhwkF-yg does not automatically include items required by many business repair partners. YW application allows 2009 ME"ATIONAL 4100/4200/430014400(DuTaSter) Version 3.0 TruckEst is a Trademark of Ntchell International Database Edition PHT 18-04 01998-2019 Nfitchell hAernstional,Inc. Page 3 of 4 All Rights Reserved. Page 155 of 993 Sup Seq Labor or Description part Part Number Donor Labor Type Op Type Amount units 2009 HqTERNAnONAL 4100/420014300/4400(DuraStar) Version 3.0 TruckEst is a Trademark of Mitchell International Database Edition PHT 18-04 c1998-2019 hfitchell International,Inc. page 4 of 4 All Rights Reserved. Page 156 of 993 PURCHASE ORDER CITY OF BOYNTON FLORIDA BEACH, PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O. BOX 310 P.O. #: 190871 BOYNTON BEACH, FLORIDA 33425-0310 DATE: 03/08/19 VENDOR 301 SHIP TO: T0: BARNEY'S PUMPS INC. CitY of Boynton Beach 12080 NW 40TH STREET CORAL SPRINGS, FL 33065 LOCATIONS AND QUANTITIES SPECIFIED FOLLOWING ITEM R��SITION i O. '7333 8 01R EFt NG DEPART E T; I D TE NEEDED: SID O; C01a MNSSION APPROVED: LINE# QUANTITY UOM ITEM NO. AND DESCRIPTION EXTENDED UNIT COST COST 1 1.00 EA 10 HP HOMA PUMP WITH LIFTING BAIL 5005.0000 5005. 00 FOR T FRAME -------------- *' * SHTPPIN INS�SFUT.IONS_ TO: WAREHOUSE #2 2 2 2'sNE 9TH AVENUE. BbYN'�`ON <F3EACH� F'I, 33.4.35 2 ".1 - 00 EA �` 15HP 1TOMP.. PUMP WI`T'H .... 'INS .IL 000 F 6625.00 . RAME:.. X. ------------------ ** SHTING INSTRUCTIONS * * O, WAREHOUSE` #2 2�2NE9TH :�,VENUE :, S01'I�TTOIV BEA �3..`.. FL 33435 REN€ R25. WAREA00",S.E STOCK Q' bTE #!33:4.5-0301 & #03'=19-0302 SOLE. SO id-E VENDOR DO NST MA2 , P(3 WAFE�IQL; E WCL SEN3 TO VENDOR PROCUREMENT SE100 DEQ. r RO. TOTAL., 11630;00 ACCOUNT N0. PURCHASING Page 157 of 993 r �t U} �Tir'`irilI tg Z i fA Ff d�i46 i��'I r�JY CITY OF BOYNTON BEACH REQUEST FOR PURCHASE OVER $10,000 Niit l`� 3/8/2019 Requesting t. Materials & Distribution- t : Jan Paciello Explanation forPurchase: Purchase of submersible pumps for Warehouse Stock, `these are replacement pta pa for lift stations, Req 73338 Recommended Vender erne ®a Pump Three rift u tions State Contract PRIDEIRESPECT SNAPS Sole Source Piggy-Beck Budgeted Item Emergency Purchase Other Contract r; OTE, Phctng proposal for purchase must be presented in the same detail oonlained within the c rdrmet Fund tar for urs 502-0000-141-0100 [Approvals-, Department ea - Date 3/8/2019 Purchasing Agenttr to Asst City Manager Date Citi Manager Date ---------------------------- Form ReOsed OV01102 Page 158 of 993 (n 0) 0 W 0 M LD kD in tD \e C, LnCk 0 0 mx 0 N rn o ko Ul w 04 6 a4 cn C)o 0 2911 rn �u Ln Lt) 0 0 V W 0 0 CN E-q 6 0 Ul 0 H M to IX w H 10 u E- U4 t:) R, CY E-4 O N 0 FqO Re W H 13, to H 0 Ol E-1 z P4 o G, ou My r, Ln Ln 0 0 0 r-4 rX4 0 14 U Ol > ul ri) ra a HO 10.1 Du r" 124 b4 M ril 0 N tOO 0 0 u 114, aO 40 p FA , E-1 ril Z 3 aoLIL Aq F4 M W WN6 U HO �4 p 2 -4 Ix W M:MWH H H 0 F5 3W MWNQ H OW", E-4 o 9 R C'�,Do 0(n P4 H r-j M z o 0 z 134 Q y+ 0 0 C5 IM�4 0 2 lr�dh: 0 -0 H" "E po M�:E- 0 n 10 H 002; Mooz 2 4 , r In i 1 0 &1 0 u WNIN 'Emu FCC MO Z in N 0 Lr) 0 N W Ouu)H u :� Q Ln U H m Vq P4 IX H 0 0 w � E W ca ca H Z H pa E.m W r4 ;tcyrjl0 Page 159 of 993 VENDOR PRICV OU0. TES isl Name.- Phone e Name.- Phone lcm-34-i-Nos Piggy Back Bid #gi Sole Source Letter CL Other Page 160 of 993 Pump Technology Inc. Southeast Regional Office Ansonia, CT 06401 Ph. 203 231 6433 Re: HOMA PUMP Authorized Municipal Distributor Date., 1/3/2019 To Whom It May Concern: Effective September 14, 2004, Barney's Pumps, Inc. became the only authorized distributor for HOMA PUMP TECHNOLOGY INC. in the municipal market for the state of Florida (exclusive of the panhandle counties west of the Apalachicola River). Their responsibilities include but are not limited to: A. Sale of new units, B. Sale of OEM aftermarket parts, and C. Repair and warranty evaluation of units. Barney's Pumps has been involved with the rotating equipment business for many years. Their staff is experienced in the selection, application, packaging and service of HOMA pumps, and they have locations in Lakeland, Coral Springs, and Jacksonville to properly support the municipal marketplace in the to of Florida. HOMA PUMP will support Barney's Pumps by referring inquiries to them and by our direct sales force working side-by-side with them to optimize our customer support. We recommend our customers work closely with them to obtain the best results from our products. They can be reached in Lakeland at (863) 665-8500, in Coral Springs at (954) 346-06691 or in Jacksonville at (904) 260-0669. Please let us know if you have any questions or if there is any way we can be of assistance. Aale,,466,e�� Sincerely, Nate Ackerman Southeast Regional Sales Manager HOMA Pump Technology, Inc. Page 161 of 993 QUOTATION NUMBER 03-19-0301 BARNEY S PUMPS INCe Page _, I - of 6 1,2080 NW 40"'Street Coral Springs, FL 33065-7602 Broward(954)346-0669 Dade (305)945-0279 Fax(954)346-0993 E. 03-04-19 TO: City of Boynton Beach Utilities FOR Attn-, Jeri Padello SHIPMENT Same 124 East Woobright Road TO: Boynton Beach, FL 33435 PROJECT: _Flo re lase e 10.4 P hum PC Liver y Via No E J0.—B. Terris 2 -3 weeks-subject Bestway Barney's Pumps Barney's Pumps to prior sale net 30 Wth appmvW cutdIt ITEM QTY DESCRIPTION RICE Electrical Service: 0/ 03 /6 HZ EACH DES Hoc CRI tric T S0 e n 0 P P r A 71Homa Pump model #AMS434-220/10.4T/C, 10.4 HP, 1750 RPM, 24.6/12.3 FLA, 8,66" $5,005.00 int ;ier Urn 0, impeller,40'power cord,also includes, PartP Part.# 8734128, liffing bail for T frame motor 4 0-0elivery Included Total price $5,005.00 Delivery is F.OZ. Barney's Pumps. Start-up and training services are NOT included. Taxes, anchor bolts, piping, field wiring, etc. are not included, ""L'une! M1J? areL d 'e abse re The following items area Bulletin — Performance curve X EMU curve -X Prices quoted are firm for 30 days(urgess otherwise noted),the subject BARNEYS PUMPS INC. to attirstnent to Wee v4th prices at time of shipment and subject to any tax required by law. This quotation Is subject to ritarney's Pumps standard terms of sale ind warranty. We. appreciate the opportunity to wve you and trust that we ate favored myth your order. 90M �ut t:�rized 5�ignatvn����� Accepted By/ Date., Page 162 of 993 Page 1G3Of883 Performance Curve 1q^ i�/y y `i/ PUMP E B� Fd l r S Y M SIO�h r gl Sin fir o r$Ym �trv1 t M will,: F Duty fi P9: �@: t vt- ' I Pow dab ieftned r c fi ' ® ®7 1 C r� 14.54.4.1 rAppkc rrranp ° ffid cy p —. - -- J --1- - — - e� n 100 200 300 400 Goa BUD T i .p-M-1 PMIOM M460 i _ Creawd hr. Pow. : 2 5q=8 Page 164 of 993 Technical 40 AMS434-220/10,4T/C FM PUMPER MIT SY TEN, Ma'.'�`' inn. °. Epcomer 0 .p.r99. ... 59 es d�> yP I fit Shaft 7,f tt 0 tPi9rr Nn.of pwols 7e a 5®gg • cB e6�'PJ-. � Y fir ° Pump red& a4 0110,471G FPS Speed 1780 sucam Pon UNIDO Head Mm 71„ If r m 1s bvdK mow ch ! a• Sold a 77 Irmoper 0ens rn .i> g. ! iactSulunerskeennalor ! sr °nn loss w i motor rmmme AM17111®9TMf prouclion 1p so Tamparaturoden 73 Rated power P4 MO hp N Rated pmer P2 10.5 hp ExplDslon pmmftn ck=4 DIV.1, Rated spud 1750 mm IGO% 87.0 walk"RMIJ 290 !400 1r - �t r 7 � Mod aunent 24.a t 9 3 5 SUftl; n%&I sUmOnly 940.9 155,55 A i 0.a7 am d1 en4 8i A awar 7 0,84 staillnEd%rated 0,75 romfewe Canhal cabb 4X1,5 Type of pow cable NS8M6U-j Two of contal cable N Cable Length N service ftftr 1.95 shm Sam side f f si _m n0_�.._ __�-._.-- r p r Beadho Deep Gnmove Bd BeRang Rommks cif �r. :e ��,:;� r hausIng ti i t. 9d3 01nums Nfift Rubber kqmfler Weer dnq ar a1 MOW Shaft Adt 430 F SlaWess 5 I Welghlefalragat 297A2!b Poled t® .. e: a 0 dila Page 166 of 993 M f 1. Pricing is based upon those and our manufacturer's standard and conditions of sale. Copies of man clurees domments am avalable for review. No other terms or conditions of sale apply unless in writing arnWS pumps Credit Manager or an officer of the company- Quoted prices do not include any s and are valld for THIRTY(301 days from be date of Barney's Pum 'proposal unless otherwise noted on the proposal. If the proposal not unconditionallyac ,In writing,within that ti me,Barney's Pumps reserves the fight to modify pricing. . Standard payment terms are net 30 days from Invoice date. For confracior sales. Wnlmwn 9 netl days—Balance of rehilbage due at staff-up OR eighty( 0)days ftm Iffmce daile,whkhow occurs first. 3. Wo reservethe right to charge one and ons—half percent(1-1/2%)of the past due balance r month. If it blemmes ne ry for us to ploy an or to brings to m any amount,the u s top of our court al ens and tea s fie in connection the remedi are not In lieu of any er re les so by applicablelaw. 4. Shipping and shop drawing production schedulesare estimatesbas on current aconditions;they re subject to fan. We t not be liable or responsible for any delays causedby Mft shipment to us,or by any other matters b nd our control(Force Majeure)efther in whole or in part. 5. If requested,shop drawings will be provided kir submittal,reviowand approval to ensure that YOL4 our customer.can be sure that Barney's Pumps has the carred perception of what you require. Any order where shop drawings are ptio4ed Is cortrigent upon the approval of those shop drawings that,when approved,shall become the only specifications the th° sig u wish to purchase. Barns Pu cannot and do not warrant guaranies or represent thatma "alslg are suitable for any particular purpose nor does Ba % Pumps warrant, guarantee or represent that them o 1wl11 be or have been app for u any other p mer is a to rely on my or rep n onBe a Pumps f contained in this document or s ° e providedIn l3. Purchaser must inspect all materia a for dame or shortage at time of delivery. Claims ford a or shortagemust be given in ng at the time of delivery to the carni ,and must notifi in wrifi of such d lm wi n (S)days. 7. atade[ oods m not be r without our J consent and will be s to a rge plus ht is Involved. ateri menu by o aro n only under the dl° and to the exbonit that May are the man r r(s)of sold a ria! ds, a warranties will be furnished and assign to Purchaser an u will not liable for any b of such and Barney's Pum es not provide ny express or Implied warrantyi such matiodeftoods. Vft respect to materialsigoods manufactured by Barney's Pumps,fneJuding Unition Controlse electrical trot panels, t id materia do only to the original u r and o against defectsIn Ip and ma dao a bject to a limitations described my period shall a baser of one year m startup or eighteen(1 )mo d ofshipment. It original p h ers responsibilityto ensure that the equipment b property lubricatedd that s I components used In the control panels are free from rust and operate Property Prior to start-up. This warranty does not ap'ly to damage res ulting from a °d ration,misuse or abuse. parts of products.or acesswries, manufactured by others [an only to the extent of the original m2nufactun3es express warrairily, if any. We warrantto We original purr r that any part which proves to be defective in material or workmanship will be repolned or replaced at no charge with a now r remartufactured part, F.O.B.Lakeland.Florida. The original pa r shall assume all responsibility and expense for removal,reinstallation,a to and m land, Florida. y i design as nu by others shall be coveredonly express freight the manufacturer the ,if any. CLU ION FmL O __R S: THE WARRANTIES CONTAINED HEREIN ARE IN IEU OF ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED,•ALL OTHER EXPRESSED OR IMPLIED WARRANTIES, I CLUDIN , BUT NOT LIMITED TO,ANY IMPLIED WARRANTY OF MERCHAN11BILITY OR FITNESS FOR A PARTICULAR PUPPOSE,ARE HEREBY DISCLAIMED AND EXCLUDED FROM THIST N CTION AND SHALL NOT APPLY TO ANY G' D S OR MATERIALS O MANUFACTUREDY RNEYS PUMPS. warra For those ` partially or totally manufactured by others and incorporated i ours (s)for ss alongtheirmy-In. I,-bat do.not. r_additionalw ntes,nor t theym .the.i nt.ofany_reques ..Other thanthe aboves warranty, Barney's Pumps no other warranties or re n tions . In order forour said my to be enforceable, must first given a n nota and areasonable o filly to Inspect esig ds to d , as well as the installation and u thereof. a Is Materialsolely by the manufacturer of the materials1goods. I . Setif ,Repair d Maintenance Work From time to time,Bam s Pum may Perform ,repair a rd maintenance rk for the customer an malerialstgoods purchased by the customer and0lor provide training to ming soldm rialsig ds. For all air and maintenance work performedbyBarney's Pumps at m s Pumpi l , Bame Pumpsrr said repair and maintenance work against da in material and workmanship only for the nsty )da f thecompletion of s it and maintenance work. For service, repair and maintenance in s andthe for training mars, Barney's Pu is only that said service. repaire intenan and field training shall fires defects in materials and workmanship for ninety( 0)days. 10. In no event will we be liable for consequential damages,Incidental damages,special damages,indirectes,loss of use,I ow of performance, of operations, loss of pmR or any other damages with respect to any materia suppled whether solely manufacturedby us or others. Barney's Pum and the original purchaser agree that a sole and exclusive remedy against Barney's Pumps regarding goods and materials manufactured by Samays. Pumps shall be for the repair or replacement of deftictive parts as provided ab Indemnification a r Hold HarmlessIs not d Bam s Pumps. This in no y diminishesthe rig of either party. It is simply our corporate policy to rely an our extensive outlined . dive:i8 Sepleimber 2013 Page 167 of 993 QUOTAT70N 0:-15-0302BARNETS PUMPS INC, P Page o ....,. 12090 NW 4011 Street Coral Springs,FL 33065-7602 Broward( ) -0669 Dade(305)94.5-0279 Pax(9S4)346-0993 DATE: 03-04-19 TO: City of Boynton Beach UtilitiesR Attn:Jen Paclello SHIPMENT Sarre 124 East Woolbright Road TO: Boynton Beach, FL 3343 P (. 3 l )fA rplacererrt 15 l Pm ell er Froin . .8. Terms 2-3 weeks- subject BestwayBarney's Pumps Barney's Pumps to prier sale net 30 with approved credit ITEM QTY SCI - PR ICE ICE Electrical Service., 230/4 /60 H �_-.� EACH A 1 }lona Perp model A 5434-24 /15P/C, 1 1-lP, 1250 RPM, 38/19 FLA, 9,76"impeller, $6,62EACH 5. 40'power cord, also includes; Part 734110, lifting ll for frame motor - livery Included –100 n � .`� Total price $6,625,00 Delivery is F.0-B. arrtey's Pumps, Start-up and training services aro NOT included. LTaxes, anchor bolts, piping, field wiring, etc. are not included. �raCeOar oftyce J-- The following items area died° Bulletin — Performance curve X Horna Data Prices quoted are firma for 30 days(unless otherwise noted),then subjectBARNEY'S PUMPS triadj° irre�t tie voth once at time of sh1 Brat and bject to any tax required by lave. This quotation is subject to i3arsiWs Pumps standard term of sale and warranty. we appreciate the opportunity to f �` r�J° serve you and trust that we a favored with your order- Authorized Signature Accepted y I ate: .�...,..,,mmmm., Page 168 of 993 Performance Curve I q 00"M AMS434-248115PJC FM PUMPER MIT SY9FE AA SII Etas Soil siza 0: MR.. 07] =MIM0. woob charind b"PIAN 80 rmn 280 Even 240 nun 248 mm P r ue l�10 MW pmer P2- machalve Pon: 1750 rpm I I Power data ToRtnorm M& rd %&&4.1 Water, 1108%]; IABISE-SM 9rang s f — Wy — ff if 1 7 — 72 1 I Shaft r power P2 I t 10. 0 10 2DD 300 404 54D 600 700 son 900 [U g 10. 5.1 6 d ® 7 Page 170 of 993 Dimensions 101ONM Dimensions In Mort[bohl biters ss@ t" In 7A1 law RINI Ow 04 llag [4 11AI VF1I1rW4-,W 900 M51 'et to 2WJ4 III minfem 424 [is am �Iil:Q ado lin Table Dimenslons M) A 1040 is Page 171 of 993 Technical Data I q m- AMS431 PUMPEM MIT SYSTEM 'w 5s�•..,s�g6. «yc ' .. .°&.�A_'w :"`�k-n ri'°Sr" ;til`°`.,y �` s�n.•s' °. ,.'' s+" wii'`9 _ •a...e.�.%r-.'^ear s�f��°5:,:,.:•r...'.'.: saves.'.._ .ix% Flow US g.pm powerSbaft P2 12.S hp Shulic Pump efficiency 71.6 % Requlmd pump NFSH 6.9 ft Pumps type sin No.a1 pumps 9 FkAd waw.dean Taxwerewom 95 s62.32I t w As Pump Code AMS4342WSPICFU Speed 1 gudkm n tOG Head 95.0 l 4' A�In 9d.7 6C NOW MRA of ria Said a 72 oiler 14,5 i hp malarnaffm AM204.1 SAP1413 ftme of pmuwbn 1p so 14z °r re dess Ratedpowerpi i®. hp N H flabd rP2 hp Egbabn praledon 1, 1®a Qd–W.d 1730 Fpm i 59.4 I ` .Rmorad vo U ;460 V13-— at d pawr 7 913, dcuffeed 38A 119 .O StuUng eurmt E&W Stalift1125 A Cn I 1M83 _ I SWtr.g Correct sw-deka A; at a .TS Pavver is -444XI,5 Type of pmw cable NSMOU.J Typ of ecnbvl able N u-O U qWVjpq r 1.is shaft saw Mechankmi sad Om owtorakfa sic 8 sic sl can side SGISM Tvm-ungm1arbdbea*V- uppw Beaft Deep 19rs s s •�.�e��utl '`fW :`��. ..x v:,�' ..®.�' @j�y�Inyb �a. _ _L. V�` w�c°�.wn Motor housing call Iran AM A481.01.40H Baits A181 sStainless owd Pump housing Cut hm AMM A49®c1.4OB Rhmamems N bar Y bpew cut1A48VAB wow flng Brown ASTRA 8144I Maw shaft Ali 430 Wtless I et bl ammall on dwam lb I s Oct PA j., Created bya P.S. ,s Page 172 of 993 !' Barney's 1. Pricing is based upon these and our manufacturer's standard terms and conditionsof sale. Copies of M811lufactumes documents ate available for review. No other terms or conditions of sale apply unless accepted in writing by the am !t Manager or an officar of the company. Quoted prices do not include any taxes and are valid for THIRTY(30 da m the of Barney's Pum 'prop al unless otherwise d on the proposal. If proposal is not unconditionally a ,in writing,within that timeframe,Bamays Pumps reserves the right to modify pricing. 2. Standard payment s 30 days m invoi date. sales: MInl 90 net d —Balance of refainage due at scarf OR el ty( )days from Invoice date,wMevor occurs ftt. 1 3. We reserve the right to charge one and one-half percent(1-11295)of the post due balance month. If it carries necessary for us to employ an attorney or to bring suit to recover any amount,Me Purchaser agrees to pay all of our court costs,legal expenses, and reasonable attorney's fees In connection therewith, These remedies we not In lieu of any other nor iedlesprovided by applicable I . 4. Shipping and shop drawing production sc ules we estimates based on current market condillonw,they subjectto sion. We X11 not be liable or responsible for any dela caused by late shipment to us,or any other Matters nd r I(Force Maj re)efther in whole or in r1. 5. If req ,shop drawings will be provided for submi d approval to ens that ,aur mer, n surethat Barney's Pum has correct perception of what you ire. y order ere shop drawingsare pro ' is Conti ent upon the approval of those shop drawings that, approved,shall become the only specifications for the mate I s you wish to purchase, B 's Pumps cannot and d not warrant, guaranteeor represent thatmaterials/go a suitable for any particular purpose nor dam Bamsys Pumps warrant, guarantee or represent that the material400dsl ° be or have been approved for use by any other party. The customer Is not authorized to rely on any warranty or representat an by Barney's Pumps not contained In this document or otherwise provided In writing. 6. Purchaser must inspect all materiieWods for damage or shortage at the time of delhary. Claims for domehe or shortage must be given In writing at the time of delivery to the canter,and we must be notified in writing of any such clelm with n fi (5)days. 7. Materia odds may not return without our consent d will subject to a ing a plus a ht involved. 8. LIMITE NTY: Materl ls/go s manufactured era only under the condltlonsl and to the extent that they are warranted by the manu r(s)of said miallarialsigoods.whose warranties will be fumlehed and assigned to Purchaser on request We VO not be liable for any breach of such d Barneys Pumps does not pmvkis any express or Implied warranty concerning such matorlaWgoods. With rasped tomaterials/goods man red by Barney's Pumps.including Unitron Cont se electrical=drol panels,we warrant sold materlaWgoods only to the original purchaser and only against defects in workmanship and material,subject to to r1mitationli desmibed below, The warranty period shall be the lesser of one year from startup or eighteen(18)monthfrom of shipment. It Is the original purchasers responsiblifty to ensure that the equipment is properly lubricated d that ale I components used In the control panels are firee from rust arid operate properly prior to rt-up. This warranty does nut apto age resulting from accident,alteration,misuse or abuse. Pa of products,or accessories, man era only to the extent of the original manufacturers express warranty, If any. warrant to original he° r thmat any part ch pro to be In material or workmanship will be repaired or rept at no charge with a n r rered rt, F_O.B.Lakeland,Florida. The original purchaser shall ass all responsibility and expense r removal, stallation.and freight to and from Lakeland.Florida. Any Item designated manufactured by others shall be covered only bytyre ss warranty of the manufacturerthe of,If any. F ALL OTHER I E WARRANTIES CONTAINEDHEREIN E IN I U OF ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED; ALL OTHER PRESSED OR IMPLIED WARRANTIES, I 4CLUDING, BUT NOT LIMITED TO,ANY IMPLIED WARRANTY OF MERCHANTIBILITY OR FITNESS FOR A PART]GULAR PUI IPOSE,ARE HEREBY DISCLAIMED AND EXCLUDED FROM THIS TRANSACTION AND SHALL NOT APPLY TO ANY GCODS MATERIALS PRODUCED OR MANUFACTURED BYBARNEY'SPUMPS. For those s partially or totally manufactured by others and Incorporated lift ours (s)for rasa e,we paw along their wa nty.in.ta ,.bid. o.not. i L nd .,nor ceitlfy . t.they.mest.th ,in nt of any . uest... _ Other than the above express warranty. ay's Pumps makes no other warranties or representations%halsoover. In order for our saki warranty to be enforceable, we must first given a wiltion notice and a reasonable op ortunity to Inspect the matedole/goods alleged to be defective, as wall as the installation and use thereof. Warranty is do WmIned solely by the manufacturer of the rils/goo . 9. Service,Repair and MaintenanceWork:From time to time,SomoVs Pumps may porkinn service,repair ald maintenance for the customer an moterialstoods purchased by the customer andlor provide training to the customers concendrig said materials/goods. For all repair and maintenance performed by Barney's Pumps at Bo ey's Pumpsci! , Barney's Pumps warrants said repair and maintenance work against defectsin material and ane only for the ni• (9D)days from the completion of id repair and maintenance work. For service. repair and maintenance In the field and trains to customers, Barney's Pum warrantsonly that sold serer it maintenanceand field traini shafta In materials and workmanship for ninety( 0)days. 10. In no eventwill we be liable for consequential damages,incidental damages,special damages,indirect damages,loss of use,loss of performance, loss of operations, loss of pRyK or any other damages with respect to any materlsiftoods supplied by us. whether solely manufactured by us or others. Barney's Pumps and the original purchaser agree that the sola and exclusive rernedy againstBarney's Pumps regarding goods and materials manufactured by Bam s Pumps shall be for the repair or replacement of defective parts as provided above. Indemnification an r Hold Harmless is not accepted by Barney's Pumps. This In no way diminishes the rights of either party. It is simply our corporate policy to rely on our extensive warranty outlined above. of active:1 ber 2013 Page 173 of 993 PURCHASE ORDER CITY OF BOYNTON BEACH, FLORIDA PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O.10 #: 190893 OYNTN EACH, 31 33425-0310 DATE: 03/21/19 VENDOR 17538 SHIP TO: TO: MOTO ELECTRIC VEHICLES City of Boynton Beach GATORMOTO UTIL VEH & MORE FIRE STATION NO. 5 58 WETS 9TH ST. 2080 HIGH RIDGE ROAD ATLANTIC BEACH, FL 32233 BOYNTON BEACH, FL 33426 REQUISITION NO. ORDERING DEPARTMENT: v� �• w; [TATENEEDEDBID NO: COMMISS6ON APPROVED: d EXTENDED LINE# QUANTITY UOM ITEM NO. AND DESCRIPTION UNIT COST COST 1 1.00 EA EBB-6P 11895.0000 11895.00 VENDOR ITEM NO.- EBB- 3 PEMS (RED) 2 1.00 EA 3 PASSENGER :EMS CQ1IEiST: -QN 4634.4700 4634.47 VENDOR IT G1` 1 S.. C-0 £ER$T.:TON. 1,00 EA MOT OEV CO)+'1PUT'ER PROCxRAhT1214 9 5.0 0 0 0 1495. 00 Inc :l-.0 t�d:`> t. ji cos' VENL?0 ITEM;NO'. ':C0MPiTTER 4 3 . 00 EA V -HI.-L1 -:-LO0� OPEN :: 125:0000 375.00 VEN1 F31 TTE 9 N0.- VE132CLE.LOQ}-QPEN. 5 1.00 EA ET1 'CHEk ' NlOU1VT INCLUDE,,; 4;010 .00 VNbOR ITEM NO. STRETCH2R 6 1. 00 E7 [T1'GIZADFD`':MOTOR;: 12.5';0 f 0 1250.00 VENDOR :ITEM NO. UPGRADED MOTOR 7 1 .00 EA . EMS 'ENCLOSURE 147 .7.1.p 0 1476.16 .::VENDOR ITEM NO.:- EMS' ENCLOSURE 8 1.00 EA S5I-PPING INCLOED'.WITH STATE. OF ' ` 00.01 00 FL 'CONTRACT: REMARKS r SPECIAL EVENTS RESPON!§E 'VEHICLE .FOR FIRE DEPT P T 0M. ACK STATE CONTRACT 252: El:00 0-18 3 EXP <1I/1F�19 QUOTE E3ATED 3../..11/x.9 . >; EMAIL COk' SOF :P[1 TO:.`$RETT c7ACKR�" bj ackrelC of Qe ec, -i - .ej.h c2 s'com PROCUREMENT SE!:,U fl S: � P.O. TOTAL. 21125.63 ACCOUNT NO. PROJECT SEE BELOW PURCHASING Page 174 of 993 PURCHASE ORDER CITY OF BOYNTON FLORIDA BEACH, PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O. BOX 310 P.O. #: 190893 BOYNTON BEACH, FLORIDA 33425-0310 DATE: 03/21/19 VENDOR 17538 SHIP TO: TO: MOTO ELECTRIC VEHICLES City of Boynton Beach GATORMOTO UTIL VEH & MORE FIRE STATION NO. 5 58 WETS 9TH ST. 2080 HIGH RIDGE ROAD ATLANTIC BEACH, FL 32233 BO ON BEACH, FL 33426 REOUI ITIOP�NO, ORDERING DEPARTMENT: DATE NEEDED: DIES NO: � COMMISSION APPROVEM + EXTENDED LINE# QUANTITY UOM ITEM NO. AND DESCRIPTION UNIT COST COST * ACCOUNTING INFORMATION ONLY - DO NOT SEND THIS PAGE TO THE VENDOR* ------------------- ----------------------- REQ/ACCT DATE REQ $Y ; PROJECT AMOUNT --------------- - . .- = -----------.._.._. -_ 0000073346 03/05/1'9- 18422.00 10532995226433 0000073346 03/05./j9 OUzA .F:IRE. 2703.63 00122105226433 -------------- No i d. PROCUREMENT ERVIC"Ea: f..0�OT L ACCOUNT NO. PROJECT PURCHASING Page 175 of 993 CITY OF BOYNTON BEACH REQUEST FOR PURCHASE OVER $1%000 Date: 3/1392019 Requesting Ere Rescue tChief Pe 1 uida rPurchase: Purchase re Order to oto Vehicle" to purchase apassenger on er tion,el If Cart will be eq i ed with Advanced Life Support equipment Please seeStretcher.it House Public Safety Foundation, Inc. o ofUnderstanding- Funding ourAgreement" attar dm Fundingi the amounto $18,422.00, remaining amount will co from departments u et. r oto Electric-Vehicles !i r f r21,125.63 Tr o u materials):t : cu hSourWrtten ons GSA State ContraP ! 1 SP OT SNAPS Scale Source Piggy-Back Budgeted item Emergency Purchase Other Contract Number 5100000-1 -1 NOTE: Pacing proposal for purchase must be presented to the same detail contained within the contract. r r acct# 001-2210-522-64-33 $2703.63 acct# 105-3299-522-64-33$18422-00 FpaDertment oe t : Headate asinAgent Date_ -- St City Manager Date City Manager Date----------------------------------- _ f corm Revised 02JO110 Page 176 of 993 m M -1 4 I -- Ln N 0 N E.m LO m w M N C14 y! 0 .4 49 0 0 00 1.1 H c H W EH F HM u nU 0 o W rH w 0 o 8 E. 0 x 10 u El HO M > ice' N 04 M m IX E-, 0 I M Q :2i p H H E- C, z M HW U E-4 r.0 r4 H E� U)Ix ro W z > H3 H W El U E-1 Z H P4 Z H 0 (d�j >IM�)P 10 w wl [a In 14--M 14 a) 4 HUHU ca WH H 14 HUHUw —4 r3 0,4 P4 H r4()�Igw �3 W 44 > 44 aJ 4 I w a) 0 w ftl 1 u t P� v a)0 5-rq C— H m x 0.4 0 G. � .. m P-W I 44 a)U LN N M 9 E. ra �4 z I rq (14 = -4 u) Ln W .4 pq H a) rQ 0 z 4.1 z 0 P 0) C) 00 0 E� Hrd aj 0 E. 0 41 r�4.$ 04 0 m (N u -W 0 0 E� 0 H I U Ln -i rd 0)Z I w H 'I pi I m u H 0ri C7 a)M5 r-I E, w<0 :j M S4 44 H b-94 41 D4 124 [/} (v r. u W, H H rA.H a) 0 m (a rd 4J 04 �d 0)r-A;J 0 z 0 w m 0-1 p' 04 Ill.CY w 0 Page 177 of 993 M w a o � E+ EO-� W E+Q h Q o o h ` ��', H us Vs 0 H N W a W 0 O Mde Lf} ut n FC FC Pa Pr W W A14 crlcmo W m N A � 1:4 ® U W w W a 14 9 W W U V U) 1-✓ W H Fa S W S Q O O 0 O O O QH + O h O O O O to M0 O O O U N ED z W � d � o d d 0 ,1 Lo w . 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H 0 >4Q W>eQ �,'¢S>s6 0>e[7 >+A zS Q us>A Pm m m m m H H HO ufHo 0 H0 gHO WHO HO OHO or m m m m a O HW HE 'ZHX U•aH x H WHX QHX sI N N N N N N Ax D402 03Q£ WQ� ZQX WQx UA H O H WH P4 OO VWV�00 >1000 F400 U00 f!��00 Z00 UM M W M 0 H 04 U] U WEpuQ Hu WOR Hxup� WEU lW U w"LW UO H 0 0 ® O H O M 0e Pi' HU09 t4'07 WO 00p M W Pa Q w U V1 M U V] O�0UUt W�C1 Ut �H U U] QW U Cq EU U} W H W W M H R w. H N m `r Ln m C^ H N m Ln to a7 ss H Page 178 of 993 t t: s' 1ttUtatn3ja»zt n}tr,,l rt ; ro Address: 56 West 9th Street Atlantic Beach FL32233 (904)247-1818 Bill To: William Darty Shin;To Wilflam Dart SOY=Beach Mrs Rescue Soyton Beach Fire Rescue X81=T4 815 5589-7 - 15 8(i " h_ lr# yz;Rop i z2fi 7 klig l ir1�@... Bc tt �.L ch C" 33126 --------_ Eioyton beach FL 3342 6 United States United Swes Darty balers OanyW@bbfl.us Product Rate.. � Dant B FB 1 17,89&00 11,895,00 3€CAIS° ENDER EMS CONVERSTiON1 4,834.4.7 4.634-47 MOTOEV COMPUTERPROGRAMER 1 1,495.01 9,495.00 STRETCHER MOUNT iN Lt1t3 1 - VEHICLE LOGO 3 125.911 375.00 UPGRADED MOTOR 1 _1,250.00 EMS ENa-OSURE 7 1476A6 1 1,478.18 SHIPPING V "LUDED W11H STATE OF FL CONTRACT 1 - - _ %Abt t 21,125.63 CUSTOMER Brett Jackre,s ,9101.tl�r; qcr�t'r±ta Lte 16161! les 7 F Total Aft se i,'t, ( t r 21,125.63 STATE OF FLORIDA NTRACr � ®. � ftymnWIGredits Balance Due 21,125.93 Page 179 of 993 Krasnoff, Leah From: darty, Bill Tuesday, March 12,2019 11:54 AM ® Krasnoff, Leah ® Hall,Ouida;Petty, Matthew;Triestman, Ilyse Subject: RE:UPDATED QUOTE-ELECTRIC VEHICLE FOR FIRE RESCUE Yes thank you, the quote is accurate. Thanks again, Bill William Darty Fleet Administrator CAFM Public Works,Fleet Maintenance Mailing Address: P.O. Box 310 1 Boynton Beach, Florida 33425 Physical Address:222 N.E.9th Ave. + Boynton Beach Florida 33435 561-742-6215 DartyW@bbfl.usr`Viz, boynton-beach.org/ k � Please be advised that Florida has a broad public records law and all correspondence to me via email may be subject to disclosure.Under Florida records law,email addresses are public records.Therefore,your e-mail communication and your e-mail address may be subject to public disclosure. From., Krasnoff, Leah Sent.Tuesday, March 12,2019 11:30 A : Darty, Bill c: Hall,Oulda; Petty, Matthew,Triestman,Ilyse Subject. : UPDATED QUOTE- ELECTRIC VEHICLE FOR FIRE RESCUE Importance: High Good Morning, Please review the updated quote that is attached. It had to be revised because we are not able to piggyback the GSA contract. We can only piggyback schedule 70 and 84 GSA contracts. llyse reached out to the company and asked about piggybacking the Florida State Contract. Let me know if this quote is accurate for what you want to purchase so that Ouida can continue to enter a requisition in the system. Thank you, 1 Page 180 of 993 Leah Krasnoff Accounting Technician Financial Services �rMailing Address: P.O. Box310 Boynton Beach, Florida 33425 Physical Address:3301 Quantum Blvd.,Suite 101 Boynton Beach, Florida 33426 561-742-6308 KrasnoffL@bbfl.us f boynton-beach.org/ ,eAt<., Please be advised that Florida has a broad public records law and all correspondence to me via email may be subject to isclosure.Uner Florida records law,email addresses are public records.Therefore,your e-mail communication and your e-mail address may be subject to public disclosure. From:Triestmn,(lyse<Triestanl bbfl.us> Sent:Tuesday,March 1 ,2019 9:20 AM To:Krasnoff, Leah<KrasnoffL bbfl.us> Subject: FW: UPDATED QUOTE- ELECTRIC VEHICLE FOR FIRE RESCUE Leah—good morning—please refer to below. Kindly verify with Bill Darty/Ouida that the quote is in good order and accurately reflects what they wish to procure. If so,you should be good to ga. Thanks, Ilyse Ilyse Triestman,CPP ,CPPB, FCCN Purchasing Manager Financial Services : ailing Address: P.O. Box 310 Boynton Beach, Florida 33425 Physical Address:3301 Quantum Blvd.,Suite 101 Boynton Beach, Florida 33426 k " 561-742-632.2 � v Triestmanl@bbfl.us ,,rn�` boynton-beach.org/ Please be advised that Florida has a broad public records law and all correspondence to me via email may be subject to disclosure.Under Florida records law,email addresses are public records.Therefore,your e-mail communication and your e-mail address may be subject to public disclosure. From: Brett Jcrel-Moto Electric Vehicles<bicicrel motoelectricveicles.com> Sent:Monday,March 11,2019 5:13 P T :Triestman, Ilyse<Triestanl@bbfl.us> Cc:Krasnoff,Leah<Krasno L bbfl.us>; Marmer,Eric<Marmer[@bbfl.us>® Frederiksen,Mara<Frederiksen bbfLus>; Howard,Tim<HowardT@bbfi.us> Subject: e:UPDATED QUOTE-ELECTRIC VEHICLE FOR FIRE RESCUE 2 Page 181 of 993 We have the structure the quote that way.The chassis is a EBB-6P chassis and then line item 2 has the ems conversation. Its the same vehicle,Just structured differently on the quote. . Ck,e Brett Jackrel,MBA ISales manager www.MotoEJectricVehicles.com Office:(904)247-1818 1 Cell:(904)738-1304 Fax:(904)247-2229 i f 'ids @d �§f5 On 3/11/2019 5:09 PM,Triestman,Ilyse wrote: Thank you so much for your prompt reply, Brett. I truly appreciate it! Can you please clarify the model number difference?It appears on the original quote you submitted the vehicle was referenced as EBB-3PEMS and now it's referenced as EBB-6P? Thanks for the clarification and for your assistance. -Ilyse Ilyse Triestn,CPPD,CPPB, FCC Purchasing Manager Financial Services Mailing Address: P.O. Box 310 1 Boynton Beach, Florida 33425 Physical Address:3301 Quantum Blvd.,Suite 101 j Boynton Beach, Florida 33426 561-742-6322 r (=f Triestmanl@bbfl.us ' Boynton- ac .org/ L; 3 Page 182 of 993 Please be advised that Florida has a broad public records law and all correspondence to me via email may be subjec disclosure.Under Florida records law,email addresses are public records.Therefore,your e-mail communication ani your e-mail address may be subject to public disclosure. From: Brett Jackrel-Moto Electric Vehicles<biackrel@motoelectrlcvehicies.com> Sent:Monday,March 11,2019 5:06 PM To:Triestman,llyse:STristmanl bfl.us> Cc:Krasnoff, Leah<KrasnoffL@bbfl.us> Marmer, Eric:<�arme�ffbbfl-us�- Frederiksen,Mara <FrederiksenM@bbfl.us> Howard,Tim <HowardT@bbfl.us> Subject:Re: UPDATED QUOTE-ELECTRIC VEHICLE FOR FIRE RESCUE That wont be a problem,please find the State of FL Quote attached,we will just use that contract! Let me know if you need anything else! Thanks again 1 31 t Brett Jackrel,MBA Sales Manager www.MotoElectricVehicies.com Office:(904)247-1818 1 Cell:(904)738-1304 1 Fax:(904)247-2229 5: r7 On 3/11/2019 4:36 PM,Triestman,Ilyse wrote: Good afternoon Mr.Jackrel—The City is in receipt of the subject and attached quote dated 2/27/19 that you recently submitted to Bill Darty.On the quote you referenced a GSA Contract as the procurement vehicle.Unfortunately,per GSA guidelines,the GSA Schedule/Contract that you are referencing is not piggybackable to state and local agencies;therefore,we are unable to use this contract. However,we have identified that your firm currently holds a State of Florida Contract No.25100000-18-1 for Motor Vehicles thru 11/16/19. 4 Page 183 of 993 Are you able to provide a quote for the equipment based upon the state of Florida Contract?If not,do you hold any other Contract with other municipalities in Florida for this equipment? We appreciate your prompt response to this email. If you have any questions or would like to discuss further,please contact me per below. Thanks, llyse Triestman (lyse Triestman,CPPQ,CPPB, FCCN Purchasing Manager Financial Services Mailing Address: P.O. Box 310 Boynton Beach, Florida 33425 ;= Physical Address:3301 Quantum Blvd.,Suite 101 Boynton Beach, Florida 33421 561-742-6322 Triestmanl@bbfl.us boynton-beach.org/ Please be advised that Florida has a broad public records law and all correspondence to me via email may b disclosure.Under Florida records law,email addresses are public records.Therefore,your e-mail communio your e-mail address may be subject to public disclosure. 5 Page 184 of 993 —Firehouse Subs Public Safety Foundation,Inc. 12735 Grass Bay Pkwy.,Suite 150,7adgonville.Florida 32258 MEMO OF❑ AGREEMZNT January ,2019 Failure to adhere to the requirements of this Funding Agreement Y411 Jeopanffze your t award. Ali purchases must match the quantities equipment approved in the original grant request. Firehouse Subs Public Safety oun do Responsibilities • Firehouse Subs Public Sakty Foundation will award a check to City of Boynton Beach for$18,422.00 to be usede direct purchase of One Special EventsResponse Vehicle(EMS golfeart equipped v 'e Support equipment and a stretcher). City of Boynton Beach Responsibilities 1. A check will be remitted to the organization name as stated in this memo of understanding and must match the BEN number submitted on the grant request.If there is a change in either information,you must submit a - 2. If the mailingaddress where the check needs to be sent differs from the address on the submitted grant application,please email the Foundation with the correct mailings 3. Confirm check has been received by emailing Firchouse Subs Public Safety Foundation at procurementibundationWrehousesubs.com 4. Purchase the approved equipment 5. Verify purchase by providing Firehouse Subs Public Safirty Foundation with one of the follo o Copies ofpaid invokes,vm*ing your organization's name as the customer matching the vendorquote(s)OR a A copy of the cleared ch s), hying the payee and payment amount matchas the vendor quote(s) 6. Provide Firehouse Subs Public Safety Foundation with all SIGNED packing slips confirming receipt o equipment 7. In the event that the purchased equipment costs less than the dollar amount awarded,all excess funds must be returned to Firchouse Subs Public Safety Foundation a Please email MDcur_ernentfoundaflonitzfrehousestibo.com withnotification of excess funds within 30 days ofpurchase a Excess funds will need to be returned to Firehouse Subs Public Sahty Foundation within 90 days of purchase S. If purchases exceed funding,City of Boynton Beachis responsible for the additional amount V submitted documentation is June 1,2019. Fuchuix-M Subs Public SriSahty Foundation DW °/,If City of Boynton Boach Repremotative E jY i 19 City of Boynton B=rh Rqxwentative Name(Print) Q Page 185 of 993 Davidson, Jeffir From: Firehouse Subs Public Safety Foundation <foundation@firehousesubs,com> Sent: Monday,January 07,2019 1:18 PM ® Davidson,Jeffrey Cc: Ted Tallman;Allan Lampert;founclationteam;Sheri Kohler,Ty Lowry Subject- APPROVED:Firehouse Subs Public Safety Foundation Grant Attachments: Foundation Logo jpg-RGB.jpg;Foundation Logo-VectorCMYK.eps;Foundation Logo- VectorCMYK.ai Dear Jeffrey, We are pleased to announce that the Firehouse Subs Public Safety Foundation Board of Directors has awarded the City of Boynton Beach the requested Special Events Response Vehicle with ALS Equipment and Stretcher valued at up to $18,422.00, Please read carefully and print this email for ongoing instructions of the procurement/purchasing process.Failure to follow these instructions will jeopardize your grant award. LROCUREMENT NOTES The fulfillment of your grant award will be executed by one of the processes below,to be determined by our Foundation: 1) Our Foundation team will purchase directly based on your submitted quote a. The vendor will ship the equipment directly to your organization b. PROOF OF DELIVERY REQUIRED:upon delivery,you will need to send a signed and dated copy of the packing slip to our Foundation via email(grocurementfoundationleflrehousesubs.com)or fax(904)888- 2111(Please note:our accounting department requires this documentation prior to paying invoices) OR... 2) Our Foundation team will draft a Memo of Understanding(MOU)for both parties to sign.Once signed and returned,the Foundation will tend your organization a check directly a. PROOF OF DELIVERY/PAYMENT REQUIRED:Once you purchase the granted items,you will be required to send us all invoice copies,proof of payment and signed and dated packing slips via email (procuremengagngigqa@fiMb22gggggl,gM)or fax(904)886-2111(Please note:this documentation is required for auditing purposes) NOTE:Our Foundation will determine which fulfillment option will be used.Our Foundation will be contacting you within eight weeks to begin the procurement/fulfillment process. If you do not hear from our team by Monday,March 4, 2019,you may email Procurementfc)undatiqq@firehgusesubs.corn.We appreciate your patience, PUBLIC RELATIONS NOTES Initial PR announcements-, a Any immediate media announcements from your organization regarding the grant award are optional,if you choose to draft a press release, please send it to FirchouseSubs@Zimmerman.com cc Foundation firehousesubs.com for approval. Once your equipment is received- Page 186 of 993 A Firehouse Subs or Foundation representative maybe in touch if planning a future event in your area. Use of the Firehouse Subs Public Safety Foundation logo: * We ask that your organization acknowledges the grant by displaying our Foundation logo on granted items/equipment whenever Possible.Our foundation logo is attached for your convenience. Please note that the final artwork will need to be approved by our Foundation before being displayed. We are very excited to assist Your organization and ultimately improve the lifesaving capabilities of your community. Firehouse Subs Public Safety Foundation IMiML? Lacetaopk CONFIDENTIAILITY NOTICE:The Information and attachments contained in this electronic communication are confidential and intended only for the use of the intended recipients.If you are not an Intended recipient,you are hereby notified that any review,use,dissemination, distribution or Copying of this communication Is strictly prohibited. If you have received this communicatlon In error, please notify us Immediately of the error by return e-mail and please permanently remove any copies of this message from your system and do not retain any copies,whether In electronic or physical form or otherwise, 2 Page 187 of 993 o 183 N i i N � a ` ,q� Z yV' LU z id 0 ref$ 4 ni I IN >.1 ` rua `s ru a;t?' a, �r LDru C7 �� r "t` 0 ru LL 0 to 2: � t3 C.) ° 5 Lip®LL Ln ria Ln � ?- i. uj D m6 vi uj Page 188 of 993 Motor Vehicles/State Term Contracts/State Contracts and Agreements State Purchasin... Page I of 3 iii t� ain Cort rpt Department of Management Services Florida , e J11 ,I i �!_n_d A jMgmenh :� : ]1:i�'nenl—serv'ces > Business 0 2eration�s > State 5 > State Term Contracts > State_Contracts << Return racts > Motor Vehicles Motor VehiCles25100000-18-1 Contract Details Effective Period 11/17/2017 through 11/16/2019 Contract Type State Term Contract a Contractors Contract Information 0 Pricing How to Use this Contract Cam 2late-!Con ract- PDF (17 1.40 MB) Contract Documents Co fete Contract- Microsoftword 0, I r- 266.27 KB) Executed Contracts F'' 1.12 MB) Forms * C010 hrist RkLM_c_MUllen . — Contract ® (850) 922-9867 Commodity Codes Description This is a statewide contract for Motor Vehicles. This contract Provides State Agencies and eligible users with the ability to Purchase new 2018 models at a discount off of MSRP on: automobiles, passenger vans, cargo vans, sport utility vehicles, light pickup trucks, chassis-cab trucks, low-speed vehicles, truck bodies, and installed options. Styles Include: Law Enforcement Automobiles, Law Enforcement SUVs, Law Enforcement Motorcycles, Law Enforcement Pickup Trucks,Automobiles, Low-Speed Vehicles, Passenger Vans, Cargo Vans, SUVs, and Pickup and Chassis-Cab Trucks (Class I through Class 5). The Department strongly encourages ALL potential users of this contract to plan ahead to prevent any potential delays. Please review the Contract Documents, "How to Use this Contract" Instructions, and "Frequently Asked Questions" for this State Term Contract. Benefits State of Florida Base Vehicle Prices and Options Discounts equate to average approximate discount 70% percent off of list price (MSRP). v Additional discounts possible for large quantity, identical motor vehicle, orders. Brands Include: Chevrolet, Club Car, Cruise Car, Dodge, Ford, Freightliner, GMC, Jeep, Motor Electric, Nissan, Toyota, Harley Davidson, International and RAM. • Wide Product selection with approximately 525 State of Florida Base Vehicles on contract, each with associated Manufacturer's Options,and select Aftermarket Options. https://Www.dm'.MYflorida.com/business_operations/state_purchasing/state—contracts d... 3/12/2019 Page 189 of 993 Motor Vehicles/State Term Contracts/State Contracts and Agreements/State Purchasm... Page 2 of 3 Manufacturer's standard Most-inclusive government Warranty. Lead-Time: Approximate 30 - 190 Days (Based on State of Florida base vehicle, options and production). Prices established for the State of Florida Base Vehicles individually include the following charges and fees: 1. Administrative 2. Environmental 3. Title Application and Registration 4. Plate Transfer 5. Preparation 6. Handling 7. Freight 8. Shipping 9. FOB Delivery to any point within the State of Florida 10. Warranty and 11. Any other charges or fees necessary to deliver the State of Florida Base Vehicle according to the requirements, Specifications, terms, and conditions, exclusive of taxes. Document reader download link Adobe EDF Reader V'M_S!WordVieer https://Www.dms.mYflorida.com/busincss_operations/state—putchasing/state—contracts—and... 3/12/2019 Page 190 of 993 Attachment B Bidder Information ` ' Ade Ion DO T .: BIDDERT T!L➢ VEHICLES LLC d ELECTRIC VEHICLES BIDDER ➢ .: 204768170 STREET - . 58 WEST 91-H STREET GT , STATE and ZIP: ATLANTIC 3 233 INTERNET CST L T. ! L . COM TELEPHONE NO. 904-247-1818 TOLL-FREE NAME: flon Contact STT� L TITLE- SL STREET ADDRESS.- 58 EST ray STREET CITY, T T and IP: ATLANTIC BEACH FL 32233 E-MAIL ADDRESS: ➢S ''!�,ii@MOTOELECTRICV TELEP ONE NO. 904-247-1818 TOLL-FRE NO.: CELLLL- LL P .: NAME: SAME Contract Manager Back-up Contract TITLE: STREET ADDRESS: CITY, T T and ➢ : E-MAIL m T TOLL-FREE , LL PHONE NO.: CUSTOMERTOLL FREE SUPPORTSERVICE PHONE NUMBER Page 191 of 993 `m �aoo �oOa�aa�0000�o �o $ $ 0 1f$� $Yym77 Si o 110 11L0�� II0 I�{0�7 1� yygy 0 1�[0/Jf I'n z° o W 0 20 0 a000g0004osgg0000 ZV O N1n N O _ O V'W IQ[j1 a LO 6 1 CO r-R S J Ci�.y' QI C6 O ry m N W : N r m CA N1 G co I m a V v W '-cn Fa tg eFa tg ba ee 7A Va Va[a e9 era fEs vi era Cq tu m u u 7a 8 W t O r. $01 "� &r te' Uzz` � Cd 1 :9LLI �, aSys W 717 �1 W W W Y7 S Fi W W Y1.UA_tli 0 w 40 LL, Uj O IL a a� 0 r Q §i_- ao °% r . Q -� 0 ' maLL, r v 0 a . W v o44zaz r p p — � yr '0 w w W.w =,G r LO00 20 p G� ggy3 yaa O j m MM, �� az �zzai E -� ® aN nn =x-, 0 W Q $ mmmm of �Y IL foQz mmmmmm Tmmamom= mm'1 +- 111 W w Lou W W L1 Will W W W m m m V OW ssa �'o mmmm�mmmm m® S$ $ �r *�9L` as Eaaa � ��trz ,p ra�a,o oa � �O 7n a a > > > o>> `m a • d -8 a m�mmmm ?mmmmzmmaazz W W.WWYf O,u 0 W wI't!W WY711lW W u E g u u u Wmam �2 W WUL, W W W WYf7YW1Yf77Y7111WwrY V f g F $ ' WW Ol ew Cl OOi al ei_p p p NN NtQiN�flp�/�I Pv/�j � Oppi Or Of pW G� IL W ep WW N�N}yyN��p NNNN D 0 7 N N 7'07 p1 W M M M 1D M 7c�7 R7 Se e F z x u w m O Page 192 of 993', PURCHASE ORDER CITY OF BOYNTON BEACH, FLORIDA PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O. BOX 310 P.O. #: 190906 BOYNTON BEACH, FLORIDA 33425-0310 DATE: 03/26/19 VENDOR 17284 SHIP TO: TO: ATLANTIC SOUTHERN PAVING & SEA City of Boynton Beach PO BOX 15591 PUBLIC WORKS DEPARTMENT FT LAUDERDALE, L 33318-5591 222 N.E. 9TH AVENUE BOYNTON BEACH, FL 33435 --------------- r R CCIS710N NO. 73437 ORDERING DEPARTMENT: ENGINEERING/AOGA/PM OATSNEEDED: RILE NO; COMMISSION APPROVED: r EXTENDED LINE# QUANTITY UOM ITEM NO. AND DESCRIPTION UNIT COST COST 1 120.00 HR ITEM 3 - MOT 2 FLAGMEN FOR 6 19.0000 2280.00 DAYS, 10 HRS PER DAY $19. 00 per hour 2 100. 00 CYD ITEM 23 - REMOVt 30 .0000 3000.00 UNSUITABLE. KA,TERIAI, 3 1275.00 LFT ITEM..:,..6 slrxwc 1T, .REMOVE: & 35. 0000 44625. 00 REI? 3CE SOT ASpI x PA'I'N. 4 20.00 SFTITEM 93uAW,: REMOVEfix_ REPLACE 7;.'5000 150.00 4V-T- G.'IDE CONCRETE SfbL,�7ALX 4'rr THICK) 5 4533 .33 DL . ' ITEM 28 SOD,.. FLORL"1'A i' 1 0.000 4533.33 (AT4I7 SX: �:$3::.2Q =° $4,533.33°) 6 150.00 EA.. ITEM 8 TYPEI } ARRTCADE PER 380:0 57.00 1a T T: S TAN`AARD INDEX NO. 6.00 PROVIDE :FOk PROJECT :DIM,URATUP.TO. .. ` ak" Order #ASPS 14-022819.... C mri> 'ss Ion approved 08%07/18: Bid #: 010--2512 18;/IT Expires J8/>�7/19 REMARKS: BID #010-2512"18/ITCbMM APPROVED 8/7/18 TASK ORDER #ASPS-14-022819 PROCUREMENT SERVICES: P.O. TOTAL: 54645.33 ACCOUNT NO. PROJECT 303-4904-541.63-24 CP0263 PURCHASING Page 193 of 993 ttsal W BEC K uR ort , w ��C. e v.),,o �n Requesting Department: E fContact person: Adrienne Grer;DArenclbla 'AmountExplanation for Purchase. Quantum Blvd Sidewalk Repalre Recommended Ve Soume for Purchmu;(check and a ft-_—ch -backup ranterlab): Thme Wow Quolavarm GSA SNAPS sawamme Plga,Swk BudgeW item EmwWcy u Contract Number r Fund Source for Purchase: Approvalsk Department Head epaant Head _ Date „✓ , 1 Aset 1 r Date iy Page 194 of 993 m m 1 I H H I I 1 I Ch nl f"1 1 I 1 r ® O M O rn N H i r a In o m t. Ln ry m M m A A w r b ri Ln w � 10'4 LO a wr r I I a I 1 w 1 I Q ! , I , I I I 1 I I 1 1 I tri I I 1 ! Iz I Z QNr r OO O d 0 0 H z-i C/J I 1 po PU o o a W ! I r{ H H H I I �4 P7 I I w ' 1 QI W M W I 1 V1 O HH r r M N vl HO 1 I E E E E Pi H r ® N C) Q) Ql H b b b c W ® , ' N PI QI QI R< OO 1 a H r i FC a a a p. O 1 1 I m ca [!) e°x I I -�4 H ® O H 1 1 Wp7 N N'L�N c 0.11N'� z O•r9 d•rl O•rd H r ff F I 1 AIM MCQ u0U WP4004 H '(�J r 1'4® Hr d H W co �ArH H Cl; a t r r H a� � r r � H H 04 u W C17 cx I I 1 W 1 I I 1 9 9 p w 04 1 W W W W EN UJ H C1i `i;7J I 1 O 4a® Q.Ya O a4 1 1 C7 4 >rA>F4hIP°W H ® I I �'HmlgWQQ1Q 1 i :4 x XHXH W I I NwH[l3 HU]HUJ z H I rn m Kv tp tl' ep N X h I I 1p 10 lD 1p C3 C6 to B Zi I I 'd Im n LnLl1 If! I!1 !z ~ O r F v d* v W H no d E-4 H04 aa r ZH O Cn , Ln ® CUD r fn m m 914 C13 H MOH WW Qi r HH Hm 94 W W Oo cn H H I I N M aZ I a W SHO Page 195 of 993 N Dq 00 0 co D as A C3 C3 0 0 ;4 to C', 0 0 W 0 9 9 14 rj 0 0 Ln C. m 0 0 w 0 vq m Ln q N 0 w LO Ln rA W tn Ln p p 4-1 41 0 ca "m 0 m H 0 0 0 0 0 z u C3 0 0 0 0 w 0 C) 0 Ln 0 aj o all Q M E-1 0h ri H d rd O N Ra'; m r-f rd Eti 04 04 Z- (L) d) �z E-1 0 g 4 0H F. H E. fd rd 54 W 1.7 04 0 W%D(L)tD 0 Sp Cra h N Na 0 0 H 04 E- 0 44 0 C) rn P 134 M -- N Li r-) H 0� Lr 0 r+ ri) 0C30 Nm tilH CN Ln co N P M M Im z M 0 rA a P4 0 W4 w 04 El u W E-1 rA p xrA� `gypm El H E-U E-1 U u p L) U E-1 E� D 10 r4 1:5 HMO EU I ri) P4 rA % u ou C4 wl R� U Q W 19 r I X >1 w El p E-4 W E� W p 9417) pq p am 1.4 w m im m aria O N z z 04 Z U .14 z W. co w tA 0 'd 0 E,w EA w .No w La 0 M P4 14 A 0 u rx u m u N u 0 w 0 1114 z z z Mo W4 z 0 0 w 0 ri) 0 H 0 m NO PH PH L"t-, co CD p UN 04UW� u P� Da t4 81 Z H uw IblTum a4QEQ �27 on rn j:)Q 0 •�:)Q pq D Q --vn Q HA cl W H W�-' X W n W %, 4E* H m ri) u �H CD I HO W.", Q&4w WHPW >Hpm H 0 m > p M.4 r4 04 to 0 C12 to W, �u I- E�W H 9 4 OD ri).1 2 pq 1 1 z 4< UN M2 0) Z0 NO to OM - 0 c r4wom �l 8�- P4 :I u w WUW FHUW piHUw WNUw H 8 A "I UO M v IV 0 Q N N C4 OMH u 5�t MH W M H P �4 -1 H Q P4 HW Xmm 9 mm mumm 'i Iq"�I:1,4 P4 H %D tD z p�4 w 4 Q ,W 140 P. 0 z C4.... m�-.. lnw 0 (d 1 0 at tN 0 MO P.,LD 0 H Ln Ln H V�H 0 H OD>1 0 0 ' po I F40 J FO i ;w f+0 v 0 04 E-0 0 0 c) 0 El 0 N W UIHX 10 H 1 F-4 r_) P4 AME lonHE co ME Ch Ch El 0 H LnHR0 MHOO NP�00 co:4 tm p to WOw eP m� 0 M U H rj .,I p U0 0 to U r-I E m WRO U rn m to Wv)-o ril 0 M 4 0 w 2 rlxe i 9 m m E� FO pum &4NUU] H N L)a) E-4"Um H v in 0 H H 53 04 HHH p u m w rA Z 104H Nrn Ln l® Z rl C,4 Page 196 of 993 Atlantic Southern Paving and Sealcoating QUANTUM BLVD ASPHALT SIDEWALK REPAIRS Item Description Quantity Unit Unit Cost Cost Maintenance of Traffic 3 MOT Certified Flagman(per person) 120 HR $ 19-00 $ 2,280.00 Type 11 barricade per FDOT Standard Index No.600—Provide for projeration u daysct 150 EA $ 0.38 $ 57.0eve ars is ase of0 23 unsuitable material 100 CY $ 30.00 $ 3,000. 0 28 C-A i rita 417 SY $ 3.20 $ 4,533. 3 40 Paving and Concrete 93 Sawcut, Remove and Replace 4ft wide Concrete Sidewalk(4"thick) 20 SF $ 7.50 $ 150.0o 56 Sawcut,remove&replace 8 ft wide asphalt path 1275 LF $ 35.00 $44,625.00 A Page 197 of 993 Greco-Arendbila, Adrianna From: Mendoza, Paola Sent: Thursday, March 14,2019 12:50 PM To: Greco-Arencibia,Adrianna Subject: PO For Task#ASPS-14-022819,Quantum Blvd Sidewalk Repairs Attachments: Quantum Blvd Sidewalk Repairsxlsx,Quantum LSidewalk-Repairs.pdf, Proposal.pdf Hello Ad rianna, Can you please create a PO for a new job with Atlantic Southern Paving-Task#ASPS-14-022819-Quantum Blvd Sidewalk Repairs,for the amount of$54,645.33 • Please see attached quote that Atlantic Southern Paving and information for the project. • The project scope is remove and place broken asphalt sidewalk path along Quantum Blvd. • An account#303-4904-541.63-24 Project No.CP0263 Thank you very much,please let me know if you have any questions or I left something out, Paola Paola Mendoza Associate Engineer Public Works/Engineering Mailing Address: P.O. Box 310 1 Boynton Beach, Florida 33425 F Physical Address:3301 Quantum Blvd.,Suite 101 Boynton Beach, Florida 33426 561-742-6266 N E5 MendozaP@bbfl.us (,,X, boynton-beach.org/ 41 M '01 1,110,fir", Please be advised that Florida has a broad public records law and all correspondence to me via email may be subject to disclosure.Under Florida records lave, email addresses are public records.Therefore,your e-mail communication and your e-mail address may be subject to public disclosure, Page 198 of 993 w v15 }Illj + 4 r. 4f4� L � yf_ f �F V i f r � s , ll t F t. t —S— � fl ! F �� f 4 y f yy, Page 199 of 993 Walkpath Repair Proposal City Of Boynton Beach (Public Works-Englineering) Gary Dunmyer Project: Quantum Blvd. Quantum Blvd. Boynton Beach, FI 33426 ATLANTICSOUTHERN PAVING AND SEALCOATING Rich Atzert Account Manager Page 200 of 993 Your Pavement Contractor Company Info Contact Person tri ATUMMOUTHERN PAVING AND SIALCOATING Rich Atzert Atlantic Southern Paving and Sealcoating Account Manager 6301 West Sunrise Blvd eatianticsouthernpaving.corn Sunrise,Florida,33313 Cell:954-299-6114 Office 954-581-5805 P:954-581-5805 F:954-681-0465 htp:/Mww.atiantiesouthernpaving.co About Us We Solve Problems and Make Complicated Simple! We understand that as a manager, owner or investor of properties all over the United States,you need a partner to develop a strategic plan that will preserve your investment for the long term for the least amount of money. Atlantic Southern Paving &Sealcoating provides pavement design, maintenance&construction services to the residential, commercial, recreational and industrial markets throughout the United States. Please find the enclosed proposal and do not hesitate to call us with any questions. Watch a Video out s:CLICK HERE FDOT Certified Contractor Page 2 Page 201 of 993 wAW=U7Hj Proposal.- Quantum Blvd. fi( me mo 514,cw MOT 1. Item 3-2 flagmen for 6 days, 10 hours per day @$19.00 per hour. Total$2,280.00 2. Item 8-150 Type 11 Barricades @.38 each. Total$57.00 Total Price for this Item:$2,337.00 Item 23 1. 100 CY @$30.00 per CY. Total Price for this item:$3,000.00 Item 56 1. 1,275 SY a$35.00 per SY. Total Price for this item:$44,625.00 Item 93 1. 20 SF @$7.50 per SF Total Price for this item:$150.00 Item 28 1. 1417 SY @$3.20 per SY. Total Price for this item:$4,533.33 Page 3 Page 202 of 993 Price Breakdown.- Quantum Blvd. J fSAMMAINOUKRIMAM Please find the following breakdown of all services we have provided in this proposal.This proposal oN+61fed on March 13, 2019. Item rl i cost 040112 ENO, 76 Im 2 item 23 $3,000.00 4 Item 93 $150.00 . „? e Total: Authorization The aboveprices,specifications conditions are ha t r the worka specified. Payment ill be made as oudined. e ,this We understand that if any additional work is required different than what is stated in this proposal/contract,it must be in a new contract or added to this contract. Please see all attachments for special conditions that may pertain to aspects of this project. This proposal is good for a period of up to 40 days from the date of the proposal. Payment Terms We agree to pay the total sum or balance in full upon completion of this project. 40%deposit upon contract. (A signed proposal and depositrequired prior to scheduling of the Work) Rich /'t)Account Manager Atlantic Southern Paving and Sealcoating 6301 West Sunrise !v 8u.ndse,FlOrlds,33313 lah ou ernvinc. G`9' i"!�i 1® 5 htt J tlanticso a vin .com Page 4 Page 203 of 993 AnANTIMUTHERN Aftachments dIAVING AWb SEALCOONG Please click any of the links below to view and pint all documents. Company Aftachments AboutUs Page 5 Page 204 of 993 Page 205 of 993 Coversheet Page 1 of 2 7.C. BIDS AND PURCHASES O $100,000 8(/12018 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM `:r COMMISSION MEETING DATE: 8/7/2018 REQUESTED ACTION BY COMMISSION: Award Bid No.010-2512-1811T to the two(2)lowest responsive and responsible bidders,Atlantic Southern Paving and Sealcoating,LLC of Sunrise, Florida as Primary Vendor and M&M Asphalt Maintenance Inc,d/b/a All County Paving of Delray Beach,Florida as Secondary Vendor,for Asphaft and Sidewalk Restoration,in the estimated annual amount of 53,000,000.00.The initial contract period starts on the date of award and terminates one year from that date contingent upon receipt and approval of insurance and applicable payment and performance guaranties. EXPLANATION OF REQUEST: Initial Bid Term:August B,2018-August 7,2019 The purpose of this contract is to provide asphalt and sidewalk rehabilitation and associated work on an as needed basis per the specifications and requirements as defined within the bid documents. It is intent of the City to place order with the lowest priced bidder,designated as the Primary Vendor,the next low bidder will be designated as the Secondary Vendor,Purchase Orders issued under the Secondary award will be issued when the Primary Vendor voluntarily defers the Work,when the Primary Vendor is unable to perform or when the City determines that the Primary Vendors maximum service capacity has Ifeen reached(based upon outstanding City Purchase Orders)and additional service capacity is still needed by the City to meet City's service timeframes. In the next 12 months,it is anticipated that Public Warks Engineering,Utilities,and Facilities will use this contract for approximately$3 million worth of road and sidewalk rehabilitalionlrepairs,parking lot seelcoating and parking lot construction. On June 15,2018,the City opened a total of six(B)submittals to this Bid.The submittal from Florida Blacktop,Inc,was deemed non-responsive for not meeting the minimum licensing requirements of the Bid. The submittal from Janice M. Riley, Inc. dba The Paving Lady was deemed non- responsive for failure to retum Addendum No.1 as required by the Bid. In accordance with the terms and conditions of the Bid,the City reserves the right to make multiple awards for this Bid and to award to the vendor(s) whose bid represents the most advantageous bid to the City,price and other factors considered.Awards may be made to a maximum of two(2) responsive,responsible bidders on an item-by-Rem basis or for all items,whichever is In the City's best interest. In order to establish the lowest responsive and responsible bidders for award of this Bid,Public Works Engineering staff took what tWy estimated to be a typical project for the City and entered each vendors unit price into a quantity take off for that project.The results showed that Atlantic Southern Paving and Sealcceting was the low responsive bidder(primary)and M&M Asphaft Maintenance,Inc.dba All County Paving was the second low responsive bidder(secondary). HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? Many of the City's roads are over 20 years old and have exceeded their service life expectancy. As these roads age,they are requiring more maintenance(i.e.pothole and crack repairs). The award of this bid will allow staff to begin the process of rehabilitating the City's mods and thus add 15+years to the road's service life and reducing maintenance costs. With less maintenance, staff time can be directed towards other facility maintenance projects. FISCAL IMPACT: Each requirement processed against this open-end contract will be funded by the appropriate funding source at the time of release. ALTERNATIVES: Reject all bids received.Resolicil the requirement.Require staff to perform these services in-house. STRATEGIC PLAN., STRATEGIC PLAN APPLICAnom ) i 000 CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? Grant Amount: haps://boyntonbeach.novusagenda.corn/AgendaPub a/CoverSheet.aspx?Itr lD= 00 ... 8/27/2018 Page 206 of 993 Coversheet Page 2 of 2 ATTACHMENTS: Type Description C Tab She Bid Tabulation-Asphalt and Sidewalk Rehabilitation D Bid Price Analysis-Asphalt and Sideywalk Rehabilitation n Bid Advertised Bid-Asphalt and Sidevvelk Rehabilitation 0 9A Bid Affachment A-Technical Spaoffications 13 fill Addendum No.1 to Bid 13 M Addendum No.2 to Bid h4s://boyntoilbeach.novusageil&com/AgendaPublic/CoverSheet.aspx?ltemlD=4400&M... 8/27/2018 Page 207 of 993 The City of Bounton Beach FinkancelProcurementServk-ees 0 Box?l _0310 ro P.O.Box 310 Boynton Beach, 33425-0310 Floridan Telephone J0 No. (561)742- 10 a F X.. t 631 AX. (561)742-6316 August 16,2018 Michael Curry,President Atlantic Southern Paving&Sealcoating LLC 6301 W. Sunrise Blvd. Sunrise,FL 33313 VIA E-MAIL TO:mjamescurry@atianficsouthempaving.o*m REF:AWARD OF BID NO.01 0-2512-18/IT—ASPHALT AND SIDEWALK REHABILITATION (ANNUAL CONTRACT) Dear Mr.Curry At the meeting of August 7,2018,City Commission awarded the subject Bid to your firm.The initial term of the Contract will be from August 8,2018 thru August 7,2019. A link to the approved agenda item and associated backup may be obtained at the foIIg link: hffps://boyntonbeach.novuseaenda.com/aaendaintraneVCoverSheet,aspx?ltemlD=4400&Meeff nglD=l 9 Please submit your company's Certificate of Insurance, in full accordance with the terms and conditions of the Bid to my attention at your soonest convenience. Please ensure that the City of Boynton Beach is listed on the Certificate as an additional insured. In addition, please submit Performance and Payment Bonds in the amount of$350,000. Upon receipt of the Performance/Payment Bonds, properly recorded in Palm Beach County records and Certificate of Insurance,we will provide you with a purchase order. The Contract Manager for this Contract is Gary Dunmyer, City Engineer,Telephone: (561)742-6231 and e-mail:dunmYergL&bbf1.us. We would like to thank you for responding to this invitation to Bid and we look forward to working with Atlantic Southern Paving&Sealcoating on this requirement. Sincerely, //Jqr- /m Ilyse Triestman,CPPO,CPPB Purchasing Manager cc: Gary Dunmyer, MBA, P.E.,City Engineer Central File File America's Gateway to the Gulf Stream Page 208 of 993 I ',$ 3 lit ISE 1 r sE l r RE Z g r =; HIM 8 s s 8 8 Y 6 m If m e y - s n HiW dry 'l7 lV 4 Z WW ` LL pC LLI W Llm � [7 O 4 Y 7 Y y W �• � W gg mm FZ � J CCC LL Lrj Y C 4 Page 209 of 993 Greco-Arendbla,Adrianna From: Dunmyer,Gary Sent: Friday,August 24,2018 4:51 PIVI Greco-Arenciia,Arianna PO for Atlantic southern Paving and Sealcoatin On the 1"t meeting in August the commission approved$3,000,000 for this contractor. llyse may have the approved COI. Has the PO been issued? If not can you look into doing it for me? Gary Gary Dunmyer, MBA, P.E. City Engineer Public Works, Engineering Mailing Address: P.O. Box 310 j Boynton Beach,Florida 33426 Physical Address:100 E. Boynton Beach Blvd. I Boynton Beach, Florida 33435 �s 561-742-6231 DunmyerG@bbfl.us F boynton-beach.org/ D 113 06 Please be advised that Florida has a broad public records law and all correspondence to me via email may be subject to disclosure.Under Florida records law,email addresses are public records.Therefore,your e-mail communication and your e-mail address may be subject to public disclosure. J. Page 210 of 993 PURCHASE ORDER CITY OF BOYNTON BEACH, FLORIDA PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O. BOX 310 P.O. #: 190907 BOYNTON BEACH, FLORIDA 33425-0310 DATE: 03/26/19 VENDOR 5253 SHIP TO: TO: RAIDER ROOTER City of Boynton Beach BLERMAN, LLC PUBLIC WORKS DEPARTMENT 804 S.E. 1ST ST 222 N.E. 9TH AVENUE STY. A BOYNTON BEACH, FL 33435 BOYNTON BEACH, FL 33435 REQUISITION NO, 73429 ORDERING DEPARTMENT: FAC/GM/SYd3 COMMISSION APPROVED: DATE NEEDED: BID NC: %9;;EE EXTENDED LINE# QUANTITY UOM ITEM NO. AND DESCRIPTION UNIT COST COST 1 10998.00 DL REPLACE SIX ROOF DRAINS 1.0000 10998.00 Set up 3 man crew. Access roof with customer . . . . . . . supplied l t,,. cut. , 4ad ..zemovi9 each .- existing rcm—t.., "a ta-- ne "w r010. A 1 r- drain. Tq�- with a prayed -di-dtn'-- ki to f Inge; Test each;; roof dz." for leaks and:: prop... T-Insta"la, tion_. P ...... 23 days pn:. site. Pmt d ...ItMOVE REPLACE EXISTING ROOF HESTER,:OST #Q1057:_ PROCUREMENT SERlICES: P.O.TOTAL. 11399P L ACCOUNT NO. PROJECT 001-2511-519.49-17 PURCHASING Page 211 of 993 CITY OF BOYNTON BEACH REQUEST FOR PURCHASE OVER $109000 1 J Requesfing Department: Contact Person: 94"� sZ- Explanation forPurchase: t r t OUrce r urcha.set rit 1 ) Three Written Quotations GSA State Contract PRIDEIRESPECT SNAPS ole Source Piggy-Sack Budgeted Item Emergency Purchase Other Contract Number: NOTE: Pricing proposal for purchase must be presented in the same detail contained within the contract. Fund Sour 1 d 17 Department Date PurchasingAgent "" t Asst City Manager t City Manager Date Form Revised 1At7 Page 212 of 993 m M I 1 ri r'P 1 1 1 \ \ [r I N kD I I I 'A ri 1 I I \ \ I 1 I M m I I 1 I I 1 O O W i o fb con ai i i O i C O A A I H 1 O 0 Or! ri rra 1 I ^�y I Pi O 1 H i OOU a I 1 oc)z i W H 1 x I I WON I ' i$H O N j23 IeM0 4 I 1 1 I WM[�M I I Olnao I 1 AN fhN I 1 I ria r•I r-I 1 O L Ry� 1 O O 1 `>- I 6 0 WO 1 � ' H U 1 Cdl CD a I o M i 1 H W W I Ih Ch I W I rl ri U} I D4 I 1 x � 1 O m O O HHw 00 77° 00 000 1 Z N W O S7 I 0 •„i x700 1 W U I 0 qE O 0000 i ® 1" :?1 ix i H H H m o o 1 H + 00 H A i H shoo I H O H H 1 z m Mmr1 I O H I O o HHH I W 1 H 14 a 1:E 07 M GO Qi I H m U N I a H I Ga iZ I m ra a I A O [3 Fi >Qd I W I z &i F, �nW I O a I W E+ W H Ia co D4 LN H O I O1 1 A i H W I W IEA E 71 E W p W l O 1 I H al EFif]1 H V L`tea Zh 0 54 W-'l O H O W i O0`OH4 i U Z O m � i Wo<77t o I JJ JJ�4 0 0 0 1 �,W aH I 0•1i -•14 Cd I W 0$4UP x 1 -r4J�V'3mQ Id H 1 PIQU�G NI (D q a m H I W H Older tops iU I Wo U I rx Wx Im a 6 ep/gZI i am� rm4.m �j'''x HeJ Em otoormim 7v-1 co 1 ��3�00 Fl P44 CAR N WW I O p rl i'I�•+ R o I Q9 OU •H 3.. WO 1 d ?+ 7. i W�wtdN�d mix Ch cQ 0 1Z.1 1 X(6-44J 'e7 M 1 Ln H O ! H rl m rl I Sa A I H r-q I v] 0(dwN HO I ri On H �pQ7 f>a" 1 1Ud frrl6 Rla •WD0'EU14 pq 1 :] E+ 1. m i I4 JJ 'da U 611ea o 1 R 00O W I W 0)"� 4-.i Id rG-r[a1 L°.0 eat I W P1 A W ea}m 0 5C 0) l W H. Fx7 1ra Z m H I 1 Z'`1 I-a 1 I F7 1 Page 213 of 993 Mar 14,2MO M&PPAR EUTION — X Flo Em Canarrranft Hato rt Account Balance Inquiry Flacal year: i 19 number.Account 001251161 917 Fund: 001 GENERALD w Department, 25 PUBLIC WORKS Division: 11 FACLITES MANAGEMENT aedvkr. 51 GENERAL GOVERNMENT SERV sub . 9 OTHER GENERAL GOVT SERV Element- 49 OTHER CURRENT CHOS 17 OTHER CONTRACTLIAL SM 198,133.00 encumbered : 103,186.80 Pno-oncumbered amount .00 Expenditures: 71,471A5 Tots[expenditures, 174,658.25 23 74.75 6 Requisition r: ReqUISIdoned W. Itequisition account amount: o 0000073427 iLfam 10,998-00 WO OK wyl Page 214 of 993 REQUEST FOR OFFICE ASSISTANCE FROM: 641L ^'foort- Date: PRIORITY I DATE NEEDED BY: E] Request for 121/Direct Pay Req.for the attached-Vendor or Person to be reimbursed: Account Number: Project No.: 0 Request for Requisition-Vendor: e1%,0M A&7X'� Account Number: Project No.: List Items w/Quantities&Unit Costs on the back of this request. El Verbal Quotes ($500 to$1,999): Vendor Cast- Date., Person Spoke With: Phone Number. Vendor: Cost: Date: Person Spoke With: Phone Number: Vendor, Cost. Date: Person Spoke With: . Phone Number: 0 Written Quotes ($2,000 to$9,999.99)-Attached. ritten Quotes($10,000 to$24,999)w/Purchases over$10,000 Form-Attached. 13 Bid/City(Over$25,000): Bid# 0 Bid/Other Entity(Over$25,000): Bid#, Bid Eff. Dates, &Bid Quotes-Attached. 0 File As: El OTHER: Special Instructions: Request completed by: Datecompleted: 511ill-F Ir Please sign and return t form to the Office Stafrs In ox;feel free to make any comments below. ----------------- -------- Page 215 of 993 Raider Rooter Phone:( 1)737-8818 804 SE 1st Street1%44 Fax:(561)509-8536 Ste A raids r. m Boynton Beach, FL 33435 ® a www.raiderrooter.com Bill To Ship To Hester Community Service Hestor Community Service 1901 N Seacrest Blvd 1901 N Seacrest Blvd Boynton Beach FL 33425 Boynton Beach FL 33425 Phone Number: (561)307-2185 Email Address:mootzg@bbfl.us Quote Q1057 1#errlR# ri t wry. Estimate Replace Six(6)Roof Drains $10,998.00 $10,998.00 Set up 3 mart crew Access roof with customer supplied lift Cut and remove each existing roof drain Install new roof drains with approved drain kits Seal newly installed drains to flange Test each roof drain for leaks and proper installation Approx.2-3 days on site Parts and Labor Included* If required,permits will be an additional cost* Authorization Acceptance I hereby authorize Raider Rooter to complete the I hereby accept the service,repair or replacement as proposed service,repair,or replacement and agree complete and satisfactory. to pay the invoiced amount upon completion.I additionally certify that I am fully authorized to authorize this work and commit to payment. Page 1 of 1 Page 216 of 993 110MRICH CORPORATION Licensed General Contractors 6654 43,d Avenue S.,Lake Worth,FL 33463,achomrichag afl.com, 561-254-8322 PROPOSAL Project: Roof Drain Repair 2/25119 Location: Hester Center Customer: Boynton Beach 100 E. Boynton Beach Blvd. PO Box 310. Beach, FL 33435 Homrich Corporation will furnish all labor and materials to complete scope of work Scope of work: Replace 6 roof drain assemblies above gymnasium Notes: • Proposed drains, once completed, will be similar in appearance and condition to the previous drains • City of Boynton will furnish electric lift if possible • This proposed work does not include permitting Homrich Corporation's fee for services listed above will be$11,800, due within 30 days of completion of work. Sincerely, George Homrich Page 217 of 993 F-1"019-Hester Community Center-LWI N.Seacrest Boulevard(Roof Drains,Diffusers,Retractable Screen) RFQ NO.018-2511-1S/rT PRE-QUALIFICAMON OF CONTRACTORS FOR MINOR commUcrION SERVICES-BID FORM Revised Addendum#12/13/19 ITEM DESCRIPTION QTY UNIT TOTAL CONTRACTOR TO SUPPLY ALL LABOR,MATERIALS,TOOLS, EQUIPMENT,HARD ARE,SUPPLIES AND SUPERVISION.Contractor to protect the gymnasium floor at all times from any water,paint,or material damage during construction. Remove(6)existing roof drains,downs uts to the first fitting(Wye or Do degree)and 90 degree Wings or wve,Furnish and Install new aluminum roar drain cage/strainer(to match exisiting design),collar,pvc schedule 80 down spout,and schedule 80 wye and 90 degree fittings and connect to existing roof LS 19100 leader.Seal/repair roof as necessary to prevent any water intrusion around the new aluminum roof drain. Clean(8)any and all dust and debris from existing Interior ceiling diffuser3 connected to the existing 36"diameter supply ductwork;Mod'ifythe existing LS 3500 retractable gymnsium screen. I Adele Wi i 191 veffing diffimiers,(Sherwin W111lar ' ndlum:z� ft,�#Pvji�M4FWW.ittpr'and pain ns paint) LS 2-900 -E—nfilikorl—;Rd LS 48,00 In ---ft 14 IMUM finiobeiirt"J_k*d Addisadun] Place prqtea�ve pWtk:M the r ugh 01(1460 Witiplated Wbrk fw the day ko ensure there is he idarnage to the 11190t,WIN09 be PMtW1Wfttfi arly tire W&W Win (Provide lump sum to complete all work detailed above)GRAND TOTAL BID PRICE 31,400.001 Total Bid Price(in words) )kA CwJ& 77-k034wo A2KK Ak--2'UW 4--0 /Oo Name of Firm Submitting Bid Proposal AnzCo Ic (PRINT) Name of Person Submitting Bid Proposal _____Lahn Zak (PRIN Name of Person Submitting Bid Proposal (SI URE) Date: 2/15/2019 — Page 218 of 993 PURCHASE ORDER CITY OF BOYNTON BEACH, FLORIDA PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O. BOX 310 P.O. #: 190914 BOYNTON BEACH, FLORIDA 33426-0310 DATE: 03/26/19 VENDOR 16625 SHIP TO: TO: AVIROM & ASSOCIATES, INC. City of Boynton Beach 50 SW 2ND AVE, STE 102 EAST UTILITY AIDMIN BO CA RATON, FL 33432 124 E. WOOLBRIGHT ROAD BOYNTON BEACH, FL 33435 REGUSMON No. ORDERING DEPARTMENT DA7'E NEEDM BID NO: COMMIMON APPROVED: LINE# EXTENDED QUANTITY UO M ITEM NO. AND DESCRIPTION UNIT COST COST 14677.50 DL PREPARE ROUTE OF LINE SURVEY: 1. 0000 14677.50 (STORMWATER) Dimick and Back Yards, Plot Profile Views on 100.ft Intervals.-:S,upp ementW01. SUTve-.,V. . ' ' along Potter.,apd. l N. L v nq. dft 40 t; S r ip ta private ®: ersip3 plot Rrbf 11 , �'..'g Views o ib0ft Tftte'rv.�.ls on East :94'' f of N6rthFea 1 HjghiR Rlight .of. way Picit, Prof i'le Vi�eV7s 100f.t—Intervals DTap s n M erSrrothd Ut1-jitj' Tj a s from ISting -R 2 4892i50 DL PREP ROUTE OF LIVEY.NE SU 4892.50 Dptc and. Back Ytirds Plot'. 3-, e:-.Viewon 100 Intervals Su plement Potter and N. Lake, Drive (including 40str p between private ownership) Plt vr! Qf 1.1 e Views orl' 1.()0 Ifttervals. .ori East H bf Nbrth Federal Highway R lg1it of Way Plot Pzaf le VleWa: 1`0 intervals .. s on ma-'p- Under round Uti I i.t.i es f rom Existing As-Bul A PROCUREMENT SERVE�CES=,: L, RO. 'SOT AIL. 19570.00 ACCOURT NO. PROJECT SEE BELOW PURCHASING Page 219 of 993 PURCHASE ORDER CITY OF BOYNTON BEACH, FLORIDA PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O. BOX 310 P.O. #03126%19 190914 VENDOR 16625 BOYNTON BEACH, FLORIDA 33425-0310 DATES 03/26/19 SHIP TO: TO: AVIM & ASSOCIATES, INC. City of Boynton Beach 50 SW 2ND AVE, STE 102 EAST UTILITY ADMIX BOCA RATON, FL 33432 124 E. WOOLBRIGHT ROAD BOYNTON BEACH, FL 33435 REQU0--.SON NO. ORDERING DEPARTMENT: DATE NEEDEM 0D 140: -PP NDE LINE# QUANTITY UO M ITEM O. AND DESCRIPTION UNIT COST EXTE D COST REMARKS: TASK ORDER #U-B.-04 DIMICK AND POTTER ROAD UTILITY STORMWATER AND.. WAT--R.A:.'."..If.4.P..R.OVEMENTS. PERFORM ROUTE OF LINE SUIN ACCOIIJAIICL RVEIL WITH SCOPE OF WORK. Is PROCUREMENT SEVICES, R ACCOUNT NO, PROJECT SEE BELOW PURCHASING Page 220 of 993 PURCHASE ORDER CITY OF BOYNTON BEACH, FLORIDA PROCUREMENT SERVICES RA 7 NT 3301 Quantum Blvd. Suite 101 1'N`rON P.O.BEACH, FLORIDA31 33425-0310 DATE: 03/26/19 VENDOR 16625 SHIP TO: TO: AVIROM & ASSOCIATES, INC. City of Boynton Beach 50 SW 2ND AVE, STE 102 EAST UTILITY ADMIN OCA RATON, FL 33432 124 E. WOOLBRIGHT ROAD BO ON .BEACH, FL 33435 REQUISMON NO, OADEMNG DEPARTMENT: ���-� Ms5& NPrvUYpPoE »d41E NEEDED- ft2 k ON LINE# QUANTITY UOM ITEM NO. AND DESCRIPTION EXTENDED UNIT COST COST * ACCOUNTING INFORMATION ONLY - DO NOT SEND THIS PAGE TO THE VENDOR* REQ/ACCT _DATE REQ.. By -pROJECT _p AMOUNT 0000073396 03/11/1,9 s: UTI ; ENUNE TLCp UC1802 T®-14677.50 40350005386509 0000073395 03/11./ 9 I .ENG NEERINQ. TP U" 802 4892.50 40350005336502; , w F.O. TO ALS ACCO NO. RC}JECT PURCHASING Page 221 of 993 a REQUEST FOR PURCHASE OVER $ iiury tti CITY OF BOYNTON BEACHt Date. 000 — r 1 Requesting Detet t: Utilities Engineering Contact Pemon. Angelaas, t titles Send _ymE xplanation or Purchase: a: Order - iro Associates will vide surveying services to tate the lite of survey Potter yards, lot Profile Views on the east half of North Federal a right of underground Utilities. P 067-282°1-t P-Professional ren and Ing r ices Agreement proved on c 1, byCommissionauthorized lManagerto i gn Recommended r 16625 Avirom &Associates, Inc. Dollar Arnount of Purchase $19,570,00 Source for (check and attachbackupt rt l )- Three Written QuotationsGSA State Contract PRIDERESPECT SLAPS Sole Soume P€ ® air Budgeted stern Emergency Purchase Other Contract Number. RFQ 067-2821-16/TP fesslonal Su NOTE; Pricing proposal for purchase must be presented in the same detail oonkined within the contract. r trh 403-6000-538.65-09 UC1 802 ( to t r 403-6000-533-65-02 UC1802 (Water) [Approvals., Department dead ate -, Purchasing,Agent ate Asst City Manager Date City Manager F n Revised 02101102 Page 222 of 993 ri ri r � ,amu rq I H H FA HO 0 E [r Ea ! Or N ea p Ln �l I �M p W r ' A r ' i F o0 0 ® H 0 I Ill O I i� E I � O 0 13 a3 C a U} 41 41 EE 1 a � ice' D �D cn m H 0 cn Da0 i d �y rn La nu H 9 O E rt •ra a W i C�7 i FC a I 0 U i UCV,qNd E Acy i w 1-3 W0 w a � W Ix z ELn Ln 13i 0 U D I H N H F4 E I C` CAH i H a°� U H �m ! ! W m� Qi � E CY H W WO Q i H m W yJ Q7 00 4j a H N W 13 .G 13 13 i U O m Rye I D W?+ -ri H 3°1 t6`,fir -epi r� ' €mtl c H 4-'v ttl R+G S7a W Qi W Ri G I >10 4141 E0Da s ml Ga 9 G a Qe H 04 X M 0 O _4WbG4 W 4j WH D 0 01 rd 4j F W 0G W '�O�D UO� OH m �H W (d r >tnWrl rd W WUd $ Q-rr rd U vWa03>®m vm>wm im0mm E EW d fJ r D w C Farr W U D 4J Ul O CO E4 ya,G+i 04JWH �+ H C HrtlUC=7H OmO W I '�® .41 d3. G > Cc7 Q3 Yi ! 13�f1,G W N 1 >4J LO V 444 H� Fad G � i r, ri y JJ 13 O CD 01 OW 9 0rdi � OC<7 I av- IF7 H H Di -1 W 44 4 Gj i-a 0.'i s�R°a H i mCieH G riHww C7 ,®-i N H4 '�mC7 '� Grimm W 1000 z HWWF'-,d-' 14-400 W H I rd 410 D(UH WH 'UO4JP, DrdrdOH V4 ' OGt�tl I 6-8 k C,H E W�4 -,I H S4 0-1 k -ri E W r ro E ! r400U--. mwW41�l �7rdWD4tr (aQIW43"W i H r . P0 04 �D -H `4 tj 29 Id -rt O r ae N sa I Q9i-rd 00014mH W WtPM WWWr!MH I Q Cs A W O rl .Q -rt W •-rr-rr 0 0 -,1 C -H W-r,-A U ut Ln .,AHD M g >41 Z U>O > >4JOZ LD w m -r9i Fa u „ W rd w w ,[ Q3 m W{d r-Lo QUW m m E R�m CSU 04.)W mw0ai W430 I m m i 1 m-.-1 r-'k'4'0°^•• ri r-1$4-6'U-- I LI) m W d+I1 C LO E+ H r O U 6� r 0-1 C�+A 010-4 tri -H 0-rl V�.Q 1 o •r ,.+ WA 0 44 44 CC-r0 a GW W G 44 w Ep r �gEn a rd'i D O d H rd O -A O U C#H I i-+E3 0 H V 0.J I W 4500 �4W$J P Q " W k Q Ln In .�:>,x43 W OW MOOT W U �QD4 FaAO Um m U I r4 UO 0 Id ril U U€4 rd Ld kr U U W i �4 U I W,a Ql 14 7 4344 4J 4Ni i U 4J4-4-)W ra O u •4 F4 IV IW 0. MEOHO ® 0rO r � S4 4 96,4 0 U 0 -A,4 0-rt r-i(dA U mCA W Ua A i W A H a pt �a.'� W A Ga `-y Dd`.4'N I E "U 13 H S4rdW cn H ® F; r m t-1 I cmi N H N >i H r7 r W D a 1 1 *� W rd-W 44 Fx Pm O Page 223 of 993 0 0 r-4 M M M W > a ix 0 M IM W H I O > 0 E� 040 W 0 P4 0 w M Ind W I (d-,j >ri r4 Pam Cq 04 0 fd N P .04 w H WEX 44 0 4J 0�4 W 0 41 EA m I Eq has M V) T-4$4 Ol 4.3 '14 E, i Mw v q C7 -1 w N54E H co M Ow 0 NUN U E. 0 W1_-:>ari t" H a I z C)H 0 � H amow E-4 E- N -,-i H 1> P, V (d a UH 0 V, Page 224 of 993 REQUEST FOR REQUISITION E .ENTE : 96 31 11 11 . UT733ct Coor . star; T.Praftr:Josh Pc `tt City Manager( bud ca ital and/or REASON FOR PURCHASE: Professional su ey services for: tor wate Dimick and Potter Road Hillit § r acrd ater!M2[2ve encs, Perform Route of Line Survey in accordance with the scope of work. PF O 7-2321-16d�P-Professlort l ur+e and G ingervices Agreements on March 21,2017 City Commission At tllori d the It ana er tri i n Irk ivi uaf reertsents. Task Order#U-B-04 I IIIOTHER INFORMATION: Marne: Avlrorrn Associates, Inc. Amit . ( } Date: 361112019 ASA —(X) Address: 50 SW 219d Avenue Engineering ( } Date Needed: Confirm. ( } quite 102 dust.—Rel, ( } ASAP/Cot { } Boca baton, FL 33432 Estribut[on ( ) BACKUP DOCS. DELIVERY: _ SUBMITTED: Phone(contact): Michael P.Avirom P.L.S Water gal. ( ) Quotes/Verbal E.Admin. 40 (X)— www (aver$500) .avlro curve . m Phone:531 57-2220 Pumping ( ) Quotes/Written (X) E.WTP 41 ( } Fax: 561-637-1110 (over $2000) Vendor Number 16625 P Treat. ( Bid Does. ( ) W.WTP 42 { } Meter Serv, ( ) Sole Source L r. { } P/U gg { } INITIATOR-Angola Prymas,Senior Sewage ( } [nsurance ( } Special Instructions: En inser e uirements: Project umber: - 1-1 uan. Unit Price escri #ion Part Dumber Fund _ e t Basic lemsb' Amount Prepare Route of Line Survey: $7,840.00 Dimick and Back'Yards 1 $ 450.00 Plot Profile Views on 100' Intervals $3,500.00 Supplement WGI Survey along Potter and N. Lake[give(including 40'9 strip between rivate owners ; $ 450.00 Plot Profile Views on 100' Intervals on Fast $3,330.00 Hal of ort Federal HighwayRight–of 1 Way 800.00 Plot Profile Views 1009 Intervals on a $3,200.00 Underground Utilities from Existing s- uilts Page 225 of 993 (Stor �......_ _ 5000 x ...._5538 ........... ... $14,67T50 02 $4,892,50 _. 6 09 _ _ ..........__ _-- ---------na.. . 0 Ai $19,570 ..............__ ___na............. Page 226 of 993 "IROM & ASSOCIATES9 INC. SURVEYING & MAPPING March 8,2019 Fria E-Mail.- sa bb I-us S.Angela Prymas,P.E. City of Boynton Beach 124 E.Woolbright Rd. Boynton Beach,FL 33435 Re: Dinuck and Potter Utility Stormwater and Water Improvements 2-d Revised Proposal Task Order#U-B-04 Dear Ms.Prymas: In accord with your request,the following proposal for professional land surveying services is submitted for your consideration. Route ofLine Survey in accord with your scope ofservice with the following clarifications: * Limits of Dimick Road survey will be revised to include full right of way. * City to supply access to private property. * City to coordinate the location of underground utilities and notify surveyor with a 24-hour window to proceed. * Tree locations will be provided with diameter at ABH,elevation at base and conunon name. * City to provide WGI CADD file. Fees: Route of line survey— r` ick and backyards $ 7,840 Plotproflile views on 10'irate on above $ 450 SuPPlement WGI survo atong Potter and N.Lake Drive $ 3,500 ('InclaWng 40'strip between private ownership) Plot proftleviews on 100'Intervals on above $ 450 East half ofNorth Federal Higk%W right-of-way $ 3,330 lot ole views on 100'Intervals on above S 800 Map underground uhhhesfirom emling as-builts Total: L $19,570 Upon notice to proceed we will have a field crew on site within 2 business days and project complete within 45 days.Defiverables per contract. Should you have any questions or comments,please contact me. Respectfully, Michael D.Avirom,P.L.S./js 50 SW 2nd Avenue, Suite 102 Boca Raton, Florida 33432 561392 2594 www.aviromsurvey.com Page 227 of 993 AVIRON! & ASSOCIATES, INC. SURVEYING & MAPPING Fee Breakdown Hours to lotal Survey crew(3 man) 80 $150 $12,000 CADD Technician70 S 87 S 6,090 •L•S 8 $110 S 880 Senior F.L.S. 4 $150 600 19,570 Avenue,Av�'L pri ,, 50 SW 2nd Raton, Florida 33432 561392 2594 it Page 228 of 993 PURCHASE ORDER CITY OF BOYNTON BEACH, FLORIDA PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O. BOX 310 P.O. #: 190918 BOYNTON BEACH, FLORIDA 33425-0310 DATE: 03/26/19 VENDOR 17252 SHIP TO: TO: ALEXIS KNIGHT ARCHITECT, INC. City of Boynton Beach STEVEN W. KNIGHT TENNIS CENTER 100 NE 6TH ST. , STE. 102 3111 S CONGRESS AVENUE BO TON BEACH, FL 33435 BOY ON EACH, FL 33426 REQUISMON NO, 73451 ORDERING DEPARTMENT: RECRFATION AND PARKS 71:h NE IM . �Comwsk-SION—)+PPROVED' � LDA E D r�-—D-. BID NO: LINE# EXTENDED QUANTITY UOM ITEM NO. AND DESCRIPTION UNIT COST COST 1 1.00 JOB FIELD WORK 810.0000 810.00 2 1. 00 JOB SITE SURVEYING . 3500.0000 3500. 00 3 1.00 JOB PREPARATION':0* 4600.0000 DESIGN 4600.00 4 1.00 JOB PREP' OV THAPRLE. 1865.0000 1865.00 Mo COST;. OR' .. ..P.26k66'. ref6rence Ta0k Order.:: 08R MARKS: 13BY BOAT. PC.Ni? IDOR' OVEMENTS AT BARRIER SRR- PARK PROCUREIVIENT SERVICES:! P.O, TOTAL10775.00 ACCOUNT NO. PROJECT 141-2730-572.49-17 PURCHASING Page 229 of 993 ❑7 Z71 I H r-i 1 of rl � I m Ul I I Ho O Q p 69 0 9 oLo p Om t p odI H i W � v I I u r z H T I C9 O O O r.0 0 o 0 0 0 ea C) cz Cza PL) , p o us Ln 0 0 � � H ri co h Iq rf ri r4 W w Lo LD H � ¢r"6 LY FG i rl I C'J tH E+ ." r-i US tr-i H TI$ i G's Q p� � •, N O G7 i p H co Lrl 0 IV X H LnH 0 Li PQ Ol Ca 0 Ea F g p Oz P4 a� HI n 0 u H Z , CY tD 0FA � ' w FA w M > Q0 €a] to O art H u p0 1 u O P, m W, ca i ul W m rn w w fw Fay FV P W U�Du�ou W �' L ai W U Al a I P4 0rid gzgza , r4 H P4 w> wH> a v > rdc3i P4 rXmwl wry w x Qmpi X "d G7wG7WwwCx7w €mow HM wE+w c� Eaw ww ; Ori 00 uOatS �l'7�r2 �ww�wwww H E°+C� PP 01-1Ea x -14 PP 00000000rA uu uu uuu F muu F7 H U ; PP UH w H H N E�PP I L7 G or cY9 cse at M O H N N N N O H gHp ;PO HE-0 04J WPO Np p p a ° t H P H as ke i vt a� rn r7 L� �Ca rw uC n n C H vi PX u 00 000 00ju Eu 0 p 000 �� N N aN MXU H C3 i r`�*] � POwu mom 4222 @firN HUM MH U Cr2 P4 �L0} H�u U] H N i ri N M rai . . 1 Page 230 of 993 DATE 3/19/19 SECTION: Recreation and Parks PIS RPOSEPUSTIFICATION/PROJECT: Conceptual Design for new Hobby Boat Pond improvements at Barrier Free Park. Task Order#TO-UT-2E-01 LTEMS. (if more than 4 items, attach company's order for which will be sent w/p.o.) QEECEAqfcar� Item# 9mnugx rice each see attached 2. 3. 4. PURCHASING $ 0-$499 no quotes required—use credit card if vendor accepts GUIDELINES., $ 500-$11999 3 VERBAL QUOTES(contact name&phone number required) WRITTEN QUOTES (items over simoo, must complete and attach the Requestfor Purchases asioow for FORMAL SEALED BIDS BY PURCHASING 'Purchase of a single item over$750 must be made using a capital account(60 series) PRICE QUOTES(cheek one): VERBAL: _Lj WRITTEN:=(attach quotes) COMPANY NAME PHONE# REPRESS TTI AMOUNT 1. Alexis Knight Architects 561-374-9242 t Ven�W. Khlght 10775.00 2. 3. **El Check here for return of purchase order, return to VENDOR NAME.- Alexis Knight Architects VENDOR# 17252 ADDRESS: 100 N E 6th St. Ste. 102 (if vendor not in system,a completed W-9 must be attached) PHONE 9: 561-374-9242 Boynton Beach FL 33435 Remember to use the Invent"Tracking Form,if appropriate,when you receive your items. Refer to department APM Policy"Inventory Contror for details. ACCOUNT NUMBER:,141-2730-572-49-17 PROJECr M (if applicable) SIGNATURE: APPROVED BY: SARBveatlon&Par6ksharad RLAF*r—NPummse lte4uest Fa—dK Wood 5/112s Page 231 of 993 CITY OF BOYNTON BEACH REQUEST FOR PURCHASE OVER $10,000 3/19/2019 Requestingor ati n and Parkst Cly o [E M i ask 1-Conceptual Design for o and Improvements Barrier , ` r - - 1. Rotational basis bid. t i i t roieot Mir 1 Source rattach backup materials): Three Written Quotations CSA State Contract PRIDE/RESPECT APS Sole Source Piggy-Back Budgeted Item Emergency Purchase Other on ct r: NOTE: Pricing prop l for purchase must be present in the same detail contain within the contract Sourcer rha Park a r tion impact Fund- Fund 1- can 1 1_2730_572_49_1 - - -17 Approvals:: sin Agent t e 71 96= Asst City Manager Date City ars erZg:T��= o Date Form Revised 02/01/02 Page 232 of 993 ALEXIs KNIGHTARCHITECTS Sustainable Design+Innovative Solutions February 19,2019 Mr.Wally Majors Director The City of Boynton Beach Recreation&Parks Administration 100 E.Boynton each Boulevard Boynton Beach,FL 33435 MpLqrsw bbff� RE: REVISED:February 19,2019:Project Services for: Hobby Boat Pond Improvements Barrier Free Park 3111 S. Congress Avenue Boynton each,FL 33435 AKA No.19-0004 Dear Mr.Majors; Alexis Knight Architect, Inc. (AKArchitects) is pleased to provide this revised proposal for architectural and engineering services. These services include the tasks defined in this proposal and will result in the preparation of the Conceptual Design for the new hobby boat pond improvements, located within the Barrier Free Park in Boynton Beach,Florida. Please review the enclosed ArchItectufaf&rvlces Agfwmant including AftachmW A:Scope of SvWces, Aftachment B.,ftfessiond Few,and ff acceptable,sign and return this agreement. AKArchitects will begin this project within five(5)business days of receiving written acceptance and execution of this agreement for these services. This written proposal will be valid for thirty (30) days from the date of this proposed agreement. -S-Incerel yl ight A, Wifect,Cc. Steven, rd t,RA,A.I.A. President cc: Project File ALEXIS KNIMHTAR-CHITECTS 100 NE 61,&eet,Suite M2 Boynton Bes ,FL 33435 5613749242 skn1qht@akarcNtecEinc.c3m Page 233 of 993 Architectural Service Agreement Attachment A:Scope of Services February 19,2019 Project Services for; Hobby Boat Pond Improvements Barrier Free Park 3111 S.Congress Avenue Boynton each,FL 33435 AKA No.19.0004 .............. ------------ ........................ ............ Project Description: This project includes the development of the site and areas directly adjacent to the existing Pond located on the eastern most portion of the Barrier Free Park. Selected areas will be modified to accommodate a now Hobby Boat and Pond Access Area. This new structure will be positioned directly on the water's edge and provide direct ADA access to this pond. The profect will include provisions for pedestrian access from the adjacent walkway. The pond and surrounding areas will be developed as to create a landscape buffer. This buffer will provide both security and beautician around the existing pond. AKArchilects will work with the Client to further establish the appropriateness of the design and the scope of this project,prior to commencement of the services defined in this proposal. The budget for this project, as defined by the City of Boynton Beach will be between $57,000.00 and $100,000.00.The scope of work is as discussed during our meeting on January 9,2019. The building program will include the following: Now Pond Access Structure: * Provisions for a new ADA accessible'deck"structure located at the edge of the existing pond. * Accommodations to enable park users to access the pond for the purposes of launching model power boats. * Accommodate informal seating. * Provisions for pedestrian access,which may include hardscape walkways,ramps or steps, Area Landscaping: * Provisions for perimeter landscaping to beatify the perimeter of the pond. * Provisions for perimeter landscaping to provide low level security and minimize access to the pond in selected locations. * Enhance the visibility from Congress Avenue. ALMS KP49MHTAsicHrrKOTB 100 NE 66h Street Suite 102 Bopton Beach,FL 3M35 561 374 9242 skreght@akamwecbin,.,cum 3 Page 234 of 993 The conceptual design services will include the following. • The Architect will prepare a conceptual design, based on the Client program and the information established for this project, • The Architect will prepare a conceptual architectural site plan and a landscaping plan, showing the proposed now work. The final conceptual floor plan will become the basis for the preparation of the construction documentation offered during the next phase of services The Architect will work carefully to illustrate the best layout, based on the Clients needs. In an effort to best satisfy the requirements of the Client,the Architect will make revisions to the concept, until Client approves the concept. If this process becomes extensive, laborious and excessive changes persist, the Architect will ask the Client for fees required to compensate the Architect for additional time required to complete this phase of the project services. Preparation of an Opinion of the Probable Cost for Construction AKArchitects will prepare an Opinion of the Probable Cost for Construction. * This will be based on historic data,area take offs and cost of labor and materials as offered in the current construction market. * This deliverable will include a line item cost presentation and a lump sum value. Qualifications and Exclusions: Please note that this fee proposal is based on our understanding of the project scope and the information that is presently available. This fee proposal is presented in accordance with the following Qualifications and Exclusions. QuWfflcallons: AKArchitects will not provide any'value engineering'or any other"plan modifications'to reduce or alter the overall project cost,based on the Opinion of the Probable Cost for Construction as provided. Exclusions: AKArchitects will not provide the following services: • Presentations to the City Commission. • Plan modifications;as suggested by the City Commission. ® Site plan approvals as required by the Planning and Zoning Department Environmental services Services for additional site design beyond those necessary to support the scope of work defined in this proposal Detailed cost estimating services At-mua KNIGHT AR0Hm-rcC:T8 100 NE P Street Suite 102 Boyntoo Beach,FL 33435 561374 9242 skMght@akavchbdBinc,com 5 Page 235 of 993 Architectural Service Agrement Attachment ® Professional Fees February 19,2019 Project Services for: Hobby Boat Pond Improvements Barder Free Park 3111 S.Congress Avenue Boynton each,FL 33435 AKA No.19,0004 Basis of Charges: Charges for is professional services performed by our firm for services listed in the SCOPE OF SERVICES will be made on the basis of a Lump Sum Fee in the amount of$10,775.00, i l r (printing costs, mileage and postage). Task o.1: $10,775.00 * Field work........................................................................... $ 810.00 * Site Surveying..................................................................... $3,500.00 * Preparation of the Conceptual Design....................................... $4,600.00 Preparation of an Opinion of the Probable Cost for Construction- $1,865.00 --------------................ The additional services defined in this proposal will be provided, based on the hourly rates as included in our agreement. A Not To Exceed fee,excluding expenses,will be negoUated for each additional task, ALMS KNIGH-rARDHITECTS 100 NE B",Stre4 Suite 102 Boynton Beach,FL 33435 5613749242 skn!qht@akarchR%Nnc.= 7 Page 236 of 993 Alexis Knight Arcbitect Inc.R.ss -- 7N9 96a q 6L sam mt S Ske # 3a10. .___. p- ara of ftdno ptaa MOD. ......... ,. 34. 00 rm9lo�n'a'Fan C7phMoak or � C rem 025#im9 ... TOW Fee KNI #1Wb .4 Twk ,. pus.. 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RRWe 139 OO 3dk $0.8. 5.00 'Y'r#ml F#0ums n .m 7' Fes HOMM Hb= k4aum's Hours ra Fluid Wwk 1.flW0 MDO €1.06 6.00 0.00 1.ONG 025.00 16ffi,h'. p armsw arch.Ca- zd+a n 2.00 iD.NAO O.00 0.00 O,Op 2.A 39.00 .9NP NOYaQ9d¢d a9 ars Etas tpi5em pe fiaP.. 0, am 0.00 0, EY.O6 OLIM 0.00 0,02 TOM 6.00 0.0 O.N R00 0.00 9.dM8 .O6 TOW 1"as9r SM0.80 $OAP 30. Y OR awman 7'9'99b d1a Q n am r am, r 4'�59C F®e 89mmrt khu Rift 450„00 $129„00 $OG.40 575.E "W5.06 T R4,xurm nwam aimG Pas Him Hwrs Mia m w,ma m a O• 6.db6 #.� q,GQ# 0:08P '86.00 p.00 '572 eta ,28. 'C3,dM7 0.00 0. 36.00 75,pCJ 3 .00 Ism alm a&'Oas Oma �d7m n q.tAO 0.06 O.RO 0.00 O.BO 0.00 ....... 9,00 p'?e5pasramaO and an Cyd �nP'd99m Pt06atat Cu�a9 fist O.Op O. a 0.gk9 0.00 0. DAD tdY dW Taak 0.90 4,00 2%5.Oi9 0,00 0,[Ot S.tl6 3,x",GD TOWTMkFft33 #0.00 X094 522 ,E0 S AM same Task Dos SanbrE Me-w Cam @ Fina p How Rake 0130,m 5'826.00 #05.00 $75,00 $75.A Taal Fbam Ossa Tdc Fina '�l=9mk9 re H r�s rm 8imaara __.. Om 0.00Ma 08 '0. O.C§9 0:00 0.00 Pearls m MOO moo 0.00 0.00 0.00 0.00 6. 0.00 Ws raft at tha C O.OD 9.a6 0..m OLN O.CO 6.00 0.04 p'r® Von aYmO 09 YuanmW4ha f7k+r C', r ......... .. 90;gAy &7.00 0.00 0.00 SUMONTMA14.fl0 O.OU 6.00 0.00 Luna 42.a T 'r 0 Fina 9 3'-080 OdH #0.99 #lff.�k 59.OSP 1 J06 Page 237 of 993 RESOLUTION NO.RIN-103 2 3 A RESOLUTION OF THE CITY OF BOYNTON BEACH, 4 FLORIDA,AUTHORIZING THE CITY MANAGER TO 5 SIGN INDIVIDUAL AGREEMENTS AS A RESULT OF 6 RFQ NO. 046-2821-17frP FOR GENERAL 7 CONSULTING SERVICES FOR FIVE (5) SCOPE 8 CATEGORIES TO BE EXECUTED BASED ON 9 INDIVIDUAL TASK ORDERS IN COMPLIANCE WITH 10 THE PURCHASING POLICIES AND PROCEDURES; 11 AND PROVIDING AN KFFECT7VE DATE. 12 13 14 WHEREAS,on March 6,2018,the City Commission approved the list of top ranked 15 proposers identified by the Evaluation Committees from responses received from RFQ No. 16 046-2821-17/TP for General Consulting Services;and 17 WHEREAS, the City Commission of the City of Boynton Beach, upon 18 recommendation of staf`L hereby deems it to be in the best interests of the citizens and residents 19 of the City of Boynton Beach,to approve and authorize the City Manager to sign individual 20 as a result of kFQ No.046-2921-17/TP for General Consulting Services for five(5)scope 21 categories to be executed based on individual task orders in compliance with the purchasing 22 policies and procedures. 23 NOW,THEREFORE,BE IT RESOLVED By THE C COMMISSION OF 24 THE CITY OF BOYNTON BEACH,FLORIDA,THAT: 25 Section 1.The foregoing"Whereas"clauses are hereby ratified and confinned as being 26 true and correct and are hereby made a specific pan of this Resolution upon adoption hereof. 27 Section 2, The City Cominisidon of the City of Boynton each, Florida does 28 hereby approve the following firms as beingqualified to provide General Consulting Services 29 and does authorize the City Manager to sign the individual contraets: 30 31 C: Ms StanAonoT%APPDataUA=IMCMWMWind oMITernporary In et Rles%Cor&rA.IESOATNUEYMental_eonsumng—Sate'm_(2oia)---Paw.dm Page 238 of 993 "I F 39 PASSED AND ADOPTED this 71' day of August,2018. 40 CITY OF BOYNTON BEACH,FLORIDA 47 42 YES NO 43 Mayor—Steven B.Grant " 44 45 Vice Mayor—Christina L.Romelus - 46 _.._._. ®..,,. _.. 47 Commissioner—Mack McCray ' 48 49 Commissioner—Justin Katz 50 51 Commissioner—Joe Casello 52 _.... 53 VOTE 0 54 Al-FEST: 55 56 57 _ �m 56 Ju A.Fyle,CA 59 C Clerk 60 81 62 63 (Corporate Seal) 64 C:,W rs nzane .,D, ind %T rery I et Fi To IES TND neral Const Se ` _(2018)--_Reao.do Page 239 of 993 PURCHASE ORDER CITY OF BOYNTON FLORIDA BEACH, PROCUREMENT SERVICES T T 3301 Quantum Blvd. Suite 101 P,O. BOX 310 P.O. : 190920 BOYNTON BEACH, FLORIDA 33425-0310 DATE: 03/26/19 V DO 16169 SHIP TO: TO: RUNBROOK, LLC City of Boynton Beach 777 S. FLAGLER DRIVE EAST UTILITY ADMIN SUITE 500, W. HTOWER , WEST C 124 E. OO I T O L 33401 BOY TON BEACH, FL 33435 REQLJISITuON NO. 73395 ORDERING DEPARTMENT. 'UTIL AD3:MIN/R. HARVEY MR DATE NEEDED: BLD NOS -COMMISSION APPROVEM r ' LI E QUANTITY UOM ITEM NO. DESCRIPTION EX D IT COST COST B 5000.00 DL SUSTAINABASE PLATFORM ACCESS 1.0000 5000.00 SustainaBase Platform Access $5000.00 for Calendar Year 2019 Platform aces td.; a;na ase will be prgxtzded f ore o f twelve :12 a Months f0116v* ng ctase r :ifotr ` the iCity Platpm acCswill b to City through t daxd logit , WI eh will g44ble. ta to oe: a1 data .Collected I or City O et�o the pu i or b t . :standard login aTso ii�nou.ds, : among ether things, t rn:d r Io , : N flies`; grades and a _ rove ilt s ao mAde e erally, a ailable b y leu , rook/ A!j,"-p-ti:Qnal c s ization ,-or . remium. features could : g ide ; a . n: additional fee, i d. is necessary: stias will also ra R5 to City staff that will- : b tasked. xaith use 1: the !Stfsl ase system o help: thm;,;! ;:. '.; tan its::features S tae tx Sar bra l: �. o include tai �rtg fz� staff res osile fob ciao cal ection on the moist effective ways to gather data in a manner that minimizes time through use of the platform. PROCUREMENT 3E VICE - - 0. "1-OTA., ACCOUNT NO. PROJECT 401-2821-536.31-90 PURCHASING Page 240 of 993 PURCHASE ORDER CITY OF BOYNTON BEACH, FLORIDA PROCUREMENT SERVICES DEPARTMENT 3301 Ouantum Blvd. Suite 101 P.O. BOX310 P.O. #: 190920 BOYNTON BEACH, FLORIDA 33425-0310 DATE: 03/26/19 VENDOR 163.69 SHIP TO: TO: RUNBROOK, LLC City of Boynton Beach 777 S. FLAGLER DRIVE EAST UTILITY ADMIN SUITE 800, W. TOWER 124 E. WOO RIGHT ROAD WEST PALM BEACH, FL 33401 BON BEACH, FL 33435 REQU0TION NO, 73395 ORDERING DUARTMENT; UTIL ADMIN/R. HARVEY MR .............................. ---------------T DATE NEEDED� BID NO: :[�CO�MM:IS:SICON APPROVEM EXTENDED LINE# QUANTITY UOM ITEM NO. AND DESCRIPTION UNIT COST COST 2 4400 .00 DL SUSTAIN ABASE DATA COLLECTION AND 1.0000 4400.00 VALIDATION . . . . . . . for Calendar.year 2:0J2.0i.8 and 2019 Data 3 40.00 HR SUSTAJU NS "-`I 110 .00C)o , 4400.00 ended.�rat the City "bto. up ort et:,:.: o ripe u's -aibase..and elate G na r�por-eIn atrxCi pg which m ay, incl�4!49 the: "b i Carbonn5r. Df losure projec t7Sc :.assistance, Gred.uhbuse.: :: .. 4a66:-;'emls6ions f6rcast, Sutainaljllit'y goad. s��itingand st-tateV. , . other misc. sixiatdinability S�ipport servide�§.: `SUBS RIBS TO EXISTING WEB-BASED SUS.TA JNABASE L.T-" -- ,:FOR �i2018 : : 2018 SUBSCRIPTION IS :NEEn. gn t ' lNb kE-CALCUILL-AT2 THE. .CITY IS OkEftf4o H , AT ER USE GAS EMISSION:INVENTORY 1:FOR: CALENDAR:.:Y4":-::201.8; USING 8:PLATFOPA PROCUREMENT SERVICES. L ACCOUNT NO. PROJECT 401-2821-536.31-90 ------------------------ PURCHASING Page 241 of 993 4n m ri ra i r W W r 00 0 0 C_ o G . i Era H r r W i r p i r r i 4 r r r i i r W r r � i r O r i m!� . 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Subsc lrr miss e i ,u[:: la or for 291 91 ucri tion i ed togather data andae riten lento for cal n rye r 291Runbroion ins to for 1 thru 2 using un roo „ Il t r 3„ rce r ure ase c ec and attachc tri ): Three Written QuotationsGSA State Contract PRIDE/RESPECT SNAPS Sole Source Piggy-Back Budgeted Item Emergency ures Other Contract r: NOTE: Pricing proposal for purchase must be presented in the same detail contained within the contract. 72821- fPurchase: 36-31-90 Approvals: Department ad Dat@fj _ Purchasing Agt tit Manager a LCityr v� L _ ate Form Revised 02101102 Page 244 of 993 REQUEST FOR IMQUISITION 1I.T.E.ENTRY DATE-, 0311112019 H.T.E.REQUISITION 73395 _CJe,rk- M Roberts Yr_..._cuie_m.----_—Assit: Dimawn ...... .................................. City Manager(non dg Ca ital and/or lkSM + REASON FOR PURCHASE� Subscribe to existing web-based Sustainn Base Platform for 2018, 2018 subscription is needed to gather data and re-calculate the City's greenhouse gas emission inventoryfear calendar ear 2018 usipg 'Sustainal3as _Le0atform. ..................... Runbrook has completed green66-u— ii segas enmTss—lonnventory for 2015.. ...thru 2017 using SustainaBase, Data-Driven Sustainabillty,__ ...................... . ............................... VENDOR t I m ISI I m ER INFORMATION- Name- Runreaeadrrtin, Data: 6— 116 ]�ASAP (X) 311201 ddrass- hada .. 1 d03T2-212019- Confirm. --------——----------- PB, FL 33401 _du_E"...R""e,—1. ( ASAP/Conf. Distribution BACKUP DOCS. DELIVERY: SUBMITTED: �hom�(c&�tact . kaftZirkeJbach Water Qreal. A-d—min40 — ( 561-676-3375 oar 500 X Pumping Quotes/Written E.WTP 41 over $2000).... 'Ve—nd"o"W"N—umber: 1616-9 PWTreat. Bid o—cs- W.WTP 42 ............................... . ................................ ...... Meter Sarva Sole Source Ltr. (X INITIATOR: Rebecca Harvey, Sewage Insurance Sustel nablilt Coordi or Special instructions: Re uirements, APPROVED: StraiMr. Project Number: Page 245 of 993 Quan. nit�nqeescription&Part Number Fund De t asic ---ffl-e—m — PbL Amount $5000-00 SustainaBase Platform Access 401 2821 536 31 90 $5000.00 $5000.00 for Calendar Year 2,019 Platform access to SustainaBase will be Calendar le P la Su n a s ff d0 N rm u Yem A t naB a c b ra 2 se r 0 w t c a e s I be Basic 401 2821 536 provided for a period of twelve(12)months following issuance of a purchase order from the City. Platform access will be ta provided to City through standard logins, which will enable City staff to access all ata data collected for City Operations,the Community or both. Standard login access aIso includes,among other things, standard support, bug fixes, upgrades and improvements as made generally available by Runbrki Additional customizations or premium features could be provided at an additional fee, if and as necessary. SustainaBase will also provide training to City staff that will be tasked with using the SustalnBase system to help them understand its features. Sustain-aBsar will also include training for to responsible for data collection on the most effective ways to gather data in a manner that minimizes time throuqt use of the platform. 1 =$4400.00 SustainaBase Data Collection and 401 -'28-21 536 31 90 validation $4400,00 van for Calendar year 2019 (2018 S and 2019 Data Points) . 40 hire $110.00 110.00 SustainaBase Consulting services at a 401 2821 536 31 90 t4-4-00.0O blended rate to the City as needed to Support Sustainabase and related GHG reporting activities,which may include the following:Carbon Disclosure Project assistance,Greenhouse gas emissions fore asting,Sustainability goal setting and strategy, they misc.sustainability support services TOTAL 1 1 -536 ...............51 --iO— $13,800.00 Page 246 of 993 p � b TM IATA-DRIVEN SUSTAINABILITY" 2. SustainaBase Data Collection and Validation $4,400.00 for Calendar a 2019 12018 and 2019 Data Points) Due Upon Contract ecuti n The chart outlines resource types, as well as the related user type, data collection service required, and the proposed responsible party. RunBrook will collect, organize, and import data into the SustainaBase platform as indicated in the table below. RunBrook will also finalize and validate 2017 data collected for the User Type "Community"to facilitate reporting to the CDP based on the Global Protocol for Community-Scale GHG Emissions Inventories(GPC). 10Resource Types User Responsible Party Tvoe 1 Efectrlc6t Cansa�rn d City Operations Sustainal3ase 2 Eierlrirityrnnsunn d CommunitySustainaBase Natural Gas Consumed Cit gperavons sustalnaaase 4 Natural Gas Consumed Communitv SustainaBase s Transportation Fuel Consumed(Diesel) City Operations SustainaBase C TransPortation Fuel Consumed(diesel) Corn!nusririy SustainaBase 7 Transportation Fuel Consumed(Gasoline) City Operations SustainaBase E inaBase 9 Fleatung Fuel Oil Consrarrmod Corssutsunity Sustaina Base 10 Saiid Waste Generated Ci Opratlans Susta'inaisase 11li 'wa.ste Generated Carr�rnuni 5ustainaBase 12 b�ehicle miles Trareia C`sty C}p rattans 98 to re-issue survey and provide 5B with_data 13 mmunity Collected in'2017.Re-collect in i-5 years 14 Refrlgv ntsCity Operatmrrns SustaaraaiBase 15 wastewater Produced City Operations SustainaBase 3. SustainaBase Csulti r 40 hoursconsulting services at a blended rate of$110.00 per hour Billed hourly The SustainaBase Team will provide consulting services to the City of Boynton Beach as needed to Support SustainaBase and related GHG reporting activities,which may include the following. ® Carbon Disclosure Project(CDP)assistance Greenhouse gas emissions forecasting * Sustainability goal setting and strategy * Other miscellaneous sustainability support services ru rook. orn 1 .susaina ase®co 777 South Fla ler Drive,Suite 800-West Tower,West Palm Beach,FIL 33401 Office-561-676-3375®fflaft@runbrook.co Page 247 of 993 >ufl ( a DATA-DRIVEN SUSTAINABILITY` Run rook offers the following fee schedule to provide the scope of work listed above on a time and material not to exceed budget as outlined in the table below. Prylice DescriptionTotal SustainaBase PlatiormAccess 1 $5,000.00 5, 0.00 :SustainaBase Data Collection and Validation1 $4,400.00 $4,400.00 Consulting(CDP,Clear i Forecasting,Strategy) 40, $110.00 $4,400.00 i t E=eed $ 3,_. .. We greatly value your business and we appreciate the opportunity to submit this preliminary proposal.We look forward to discussing this further. Sincerely, Matt Zirkelbach,President Run rook Cc:Gaida Zirkelbach(RunBrook) Cc:Lauren Thead(Run rook) www.runbroo .corn .sustaina asemcom 777 South Fla ler Drive,Suite 800-West'Tower,West Palm Beach,FL 33401 Office: 1-676-3375®rnatt@Lunbrook.co Page 248 of 993 MEMORANDUM f TO: Mara Froderiksen, Director of Financial Services FROM: Rebecca Harvey, Sustainability Coordinator DATE: March 20,2019 SUBJECT: Purchase Order for SustainaBasdm Services frorook, LLC Boynton Beach Utilities hired RunBrook,LLC in 2016 and 2017 to complete greenhouse as emissions inventories for City Operations and the Boynton Beach community.These inventories are used by the City to comply with the Global Covenant of Mayors for Climate and Energy,to report annually to the Carbon Disclosure Project(CDP), and to track progress on meeting the City's Climate Action Plan goals. Greenhouse gas emissions data for calendar years 2006 and 2011-2017 are stored and managed in Sustain aBaseTm,RunBrook's proprietary web-based platform that they customized to meet the City's needs. RunBrook has a deep knowledge of the City,its operations,and its data collection and analysis needs; and has a data collection plan in place that it can execute immediately. For these reasons,it would be most cost-effective and productive for the City to continue to or with RunBrook. Any othervendor would have a steep and costly learning curve and would not be authorized to access or use the City's data in SustainaBase rm. Therefore,Boynton Beach Utilities requests a purchase order for RunBrook to provide 2019 services including access to the Susm platform,data collection and validation,and consulting to support SustainaBaseT4 and related greenhouse as reporting activities. Thank you for your help. CC: Michael Low,Deputy Utilities Director Page 249 of 993 PURCHASE ORDER CITY OF BOYNTON FLORIDA BEACH, PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O. BOX A # Y TEACH. LORI 33425-0310 DATE: 03/29/19 VENDOR 13698 SHIP TO: TO: PRECISION AIR SYSTEMS INC City of Boynton Beach 11101 SOUTH CROWN WAY PUBLIC WORKS DEPARTMENT SUITE 2 222 N.E. SITH AVENUE WELLINGTON, FL 33414 BO ON BEACH, FL 33435 Rw311151T10N X10, 73450 ORDERING DEPARTMENT: LTL/GM rr 4".4• DATE NE DEM R!U IVO: COMMISSION APPROVED: o EXTENDED LINE# QUANTITY UOM ITEM NO. AND DESCRIPTION UNIT COST COST 1 9397.00 DL EMERGENCY REPLACEMENT OF 7.5 TON 1.0000 9397.00 PACKAGE UNIT RTU-4 AT HESTER CENTER.: . MATERIALS $9,397. . 2 36. 00 HR LABOR 100. 0000 3600.00 Pre q-191" .Systs, I3C w31 ' fuS "al].:>:: .... ma l a ''I box. tp :perform t a qw.= D3bnngvt --exist-"i unit - -amove and:..pro xly.- diop"..8e of ac a rig 9;.. provide end i std!:. new unit : to . . e�d=sting T ieTudes ..cram.-sqririCOP fake all;neve sa i connections Bt:d t -aiid cheek .aystem :operat�'an . Vlarea >:Ex laze oiS:: :Cortro s;., fire. Alikin g, er1 a raeering,, -eleetrical: f-hr,u' h t :ter curb.:repa-rrs Tete �qujpment has 2 day lead ;. . TYauacnq being duriiig° < wt A s:,:sof' .. Mondayhou b Friday from em, .'.Th!s rice is good for 0 days. PROCUREMENT SERI 10E8: P.O. TOTAL: 12997.00 ACCOUNT No. PROJECT 303-4101-580.64-18 GG1004 PURCHASING Page 250 of 993 PURCHASE ORDER CITY OF BOYNTON BEACH, FLORIDA PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O. BOX 310 P.O. #: 190925 BOYNTON BEACH, FLORIDA 33425-0310 DATE: 03/29/19 VENDOR 13698 SHIP TO: TO: PRECISION AIR SYSTEMS INC City of Boynton each 11101 SOUTH CROWN WAY PUBLIC WORKS DEPARTMENT SUITE 2 222 N.E. 9TH AVENUE WELLINGTON, FL 33414 BO ON BEACH, FL 33435 --------------- REQUISITION NO. 73480 ORDERING DEPARTMENT; JL/GM DATE NEEDED: BID NO: COMMiSSION APPROVED: LINE# QUANTITY UOM ITEM NO. AND DESCRIPTION UNIT COST COSTEXTENDED REMARKS: EMERGENCY PURCHASE -�-.-HESTER CENTER PROPOSAL DATE .. . . . . . . . . PROCUREMENT SERVICES; P.O. TOTAL ACCOUNT NO. PROJECT 303-4101-580.64-18 GG1004 I PURCHASING Page 251 of 993 Ch 0) rq H I M M Ho c) 0 °m rM, 0 r� M cw:lcri F-4 4 z H d O C) 0 C) 0 F4 M W rq w >1 �4 �4 r-1 r-1 4 ru rd 04 P4 0 co w 8 1 0 0 0 0 U u 0 Jq 0 0 ® El -1 4-) z 0 o El ilt H 0 W 4X1 E, z f7 C7 co r-q r-4 D4 ti 0 0 C)cl H 0a z 12000 H EU 0 ON rq Ol N w M M > Ix Aa , Z W tz trier �4 0 ul tn v 0 rd -1-J44 (V 4 4-4 C-) r-1 C4 u Aj .,11j 00 0 m U H fd w �4 000 (d rq P4 -H 2 LW Jq 0 DQ z p M H �t x tn X to c 0 tn (D 04.,� 04-) H fWh M,4 04 >,r, t3 Ol r.0 41 u �4 W 44 COLO Cow EQ 4-J �4 WO a) U rr32134 0 .14 rd .,qO M Ix w P� U W 0)to H 4-4 Q) W O-rq 94 4 W ,'W[ 1%4 Q, 0 R op z Ol r-1 41 0 0 El P4 E� R 0 cri H m 4 44 4J to-4 �4,Z W 44 �4 1 H E&4 "I� 0 r.4J rd bl '0 �4 0 CO E-1 lad 2 I-q �r 4J 0 rd H 0 rd 04RWE Ln 11 w 0 a) -H -OW W rd 0 w R wi� 9z [a V. 41 a) p 4 �4 El 00 �IONO 0 �j u 0, W4 r-1 0 �l E HUHU w Lan Gua .4-1 P+ (n P 4.J �4 Z N Ln H L)N z 0 0 —Afl H 0' Z.Mq a)0 or,j5 4H4 r-4 A p, :Eo Hup4 9 z -0 V'O r.u 0 0) (d 9 tno 949H E-i M+H (a 4J -H L)4.j U (11 OOM 134 Zp 9 M�4 r-1 - EQ tQ-r4 Er) W 14 rjq -1 H>,�, ��4 M ro IX 4-)C •H P (d W a4 0 0 r rd 0)S4 El m MQ IJ W 4J M M 4Uul 0 1 cx M OD >,rd m w w H M 14 Li , a) (9 v wo --400. 0 w w u o Or-1 Q M 41 rz WI r%) Mf'? -H r 0 W J4 0 0 S4 G k(d W w ko Vy 4'G Id U4 to U -H Q) ca(d Go N C3 0 O F4 rM V., r.) -0 F5 -Ar-q M CD .. 4(d 4J'O 0 U r� S4 MP4 P4 :j r� .. .. rl ()r M no P o tn C) >�m Ln Ln z E- :m ra P 0 p!EQ m a)(d H H 'i E014 0 0 O-H�4 U G)�4 E-1 0 0 a Ho zj<H IQ, 0 F, -1 W4.4 H:E --I WA W p H 0 El 0 H 0 0 ED-,q E)0 rq;j 4J r M W W n4 0�w u 0 -H�4-rl U 0 , U m H rKlU P� a)3-4 rd O.r.Z U 0 0 0 >,-I al 0 ix rA U 4)�w 54.4 o wy rd w -4 q z H w Flo 04J H w_H >1 F:4 M r) 0 0 ld-LJ 1-4 U M O E-4 r, 9 jj El CY IWO mrdwQIX "HEMU X00�4 0 4:J Por)M IN E5 to I I i , I I I M 04 FA 0 0 V4 H ix " M wa CV H Z,-4 CN �D H CY Page 252 of 993 r-I H m m b } � H El rjl CA H «CO m F4 z E. 0 ril 0 0 C3 El co z 0 0 E4 P4 \ j2 � } ul El r, P, ul Ix rA M rj r- H r3� oj� E.4 w Z -W m M M U ri z 0 0 r,4 rA 0 0 1p H \14 E-4 H �414 W N DU W. ov cx W E� Page 253 of 993 q t" (s Dafta. 3125/2019 Requesting k s Faoliffles Con0d Person: Gall Mootz SeniorExplanatIlan ter Purchase: Replace AHU at Hester Center and Recommended Vendor Precision Air Systeme Dollar Amount af Purchase Source fcir Purchase(check and attach backup mebrials): Taw WdUen OwWons GSA PRIDERESPECT a SNAPS Fr-..rtra14 hr, sale Scums Budg@Wd Item PJQM�6ft@k C_ pig X Emwpnr.y Purchase r Contract Number. Fund Scume ter Purchase: Acat#:303-4101-38044-18 Project V. GG 1004 Deparbnent Head Date Aset Cfty Manager onto Cky Manager Deft F Page 254 of 993 DEPARTMENT OF PUBILIC WORKS k FROM: MEMORANDUM NO. 10-009 TO. Lod LaVerdere, City manager alrg Gall M. MOOtz. Project Supervisor. Contract yo t- THROUGH. Andrew Public Works Director Mack, DATE: March 27, 2019 SUBJECT: Emergency HVAC Repair—Senior Center and Hester Center City geff vms noffilled that the package unit (RTU-I,) on the roof of the Senior Center was not cooling vendor, Precision Air System In which we using for our preventative WAC maintenance/repefir responded to the call. Upon his arrival it was noticed the unit (RTU-1)deled January of 2009 was not running and aftr his assessment ft was his professional opinion to replace the unit as it was beyond repair. I rlead-time notifled of waiter Intrusion and AHU-3 not cooling properly at r Heger facility men's locker room. During CRY stUffs assessment of the water Intrusion, it was noticed that the bottom of AHU-3 dated February of 2005 had failed and water was flowing Into the fadifty. Again, the technician for the current vendor that services the WAC systems throughout the city was on-eke at another t. Upon his arrival, It was contirmed that AHU-3 drain pan had felled creating water to flow Into the calling and on the floor of the facility. I asked the contractor to terp the unit until such time I could reoelve,a quote for replacement. I received a quote for$ r . systems,With the failure of these two not cooling and one being hazards,many areas of the fadiftles would cause possible environmental affecting the comfort of City gaff and visitors In addition to possible damage of any contents with Inadequate conditioned space. Cc:Tim Howard,Assistant City Manager Mike'Dautsr Manager af Materials and Distribution Lash Andrew rFinancialServices Krasnoff, Accounting Technician eering Julie Oldbury, Director of Human Resources and Risk Management Kevin Ramsey, Facilities Manager, Sr. Project Manager Page 255 of 993 REQUEST FOR OFFICE ASSISTANCE FROM: 6041e, ItA907z ------- Date. PRIORITY/DATE NEEDED BY: E] Request for 121/Direct Pay Req.for the attached-Vendor or Person to be reimbursed: Account Number: Pro)ect No.: Request for Requisition -Vendor: AwwS.-levv wdolz Account Number. 261.4 - e roject No.: 6!51 25��Z List Items w/Ouantities&Unit Costs on the back of this request. El Verbal Quotes($500 to$1,999): Vendor: Cost:.- Date: Person Spoke With: Phone Number: Vendor: Cost: Date: Person Spoke With: -,Phone Number: Vendor: - Cost: Date: Person Spoke With: Phone Number. ED Written Quotes ($2,000 to$9,999.99)-Attached. Written Quotes($10,000 to$24,999)w/Purchases over$10,000 Form-Attached. Bid/City(Over$259000). Bid# El Bid/ her Entity(Over$25,000): Bid Bid Eff. Dates, &Bid Quotes-Attached. 0 File As: 0 OTHER- Special Instructions: z Re-quest completed by- Date complet ed: 't comple a Ofir 1c Please sign and retur this rm a Offic ff's In o ;feel free to make any comments below. Page 256 of 993 1) ' � RECISION AirSysteins, Inc. 11101 South Crown Way*Suite 2•We ' n,FL 33414 Phone(561)791-3990®Fax(561)795-1693 March 1,201 City of Boynton Beach 145 SE 2nd Ave. Boynton Beach,FL 33435 e e cya ce e o e Unit RTU-4 Location: ester CenLer, 1901 V. Seacrest Blvd.,Bo Won e Per your request,I am pleasedto submit the following price for your consideration. PROPOSAL Precision Air Systems,Inc. will furnish all materials and labor to perform the following service(s): • Disconnect existing unit • Remove and properly dispose of existing package unit • Provide and install new unit to match existing • Includes crane services • Make all necessary connections • Start and check system operation • Clean work area Material: $9,397.00 ($8,171,30+15%) Labor: (36 hours @ $100) Total ace: $12,997.00 Exclusions: Controls,,fire alarm work,permitting, engineering, electrical through the unit, roofing or curb repairs Note:Equipment has 2 day lead time This price is based on all work being performed during regular working hours of Monday through Friday from 8:00 am-4:30 p.m. This price is good for 30 days. Sincerely, _ 1qO-?0?5 Approved Sean Adams Service Manager 3421 Date PO# Page 257 of 993 PURCHASE ORDER CITY OF BOYNTON BEACH, FLORIDA PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 P.O. BOX 310 P.O. : 190926 BOYNTON BEACH, FLORIDA 33425-0310 DATE: 03/29/19 VENDOR 13698 SHIP TO: TO: PRECISION AIR SYSTEMS INC City of Boynton Beach 11101 SOUTH CROWN WAY PUBLIC WORKS DEPARTMENT SUITE 2 222 N.E. 9TH AVENUE WELLINGTON, FL 33414 BOYNTON BEACH, FL 33435 REQUISITION NO, 73479 ORDERING DEP RT TENT: JL/GM � t DATE NEEDED: BID NO OO 1 SION APPROVED. � t EXTENDED LINE# QUANTITY UOM ITEM NO. AND DESCRIPTION UNIT COST COST 1 5997.00 DL EMERGENCY REPLACEMENT OF 5 TON 1.0000 5997.00 PACKAGE UNIT UNIT RTU-2 AT.-THE-SENTOR .CENTER. MATERIAL 2 20° 00 HR LABOR:::':::>; 100.0000 2000. 00 Pree�ox as r.,systttrcvil3 <.<: m4eaa 3 %d;:: �;::`'`ar to erf rrii:::..:. xss?b :... . . . . .p. . . c . tai si {s Dznnet existxig unit.<...:.:. .:::- 1 ve d prop.rl .di.Soo of lying packaq vYde::: nd z9pstal view -unit: to a-,:-ch: existing::= :. . . . Cludes Gari : sevice scoriae t. ex st ; igg :unit Remove: �. :proprly dispose .of.:. , € sting: pGkage. :.: toni. t:.:. -> �`��ride: arid: tall .rzew;.unit ..to, °>Ifte.IU dies,:cranE. services . ia ::aX1. necesa conheetigns oheek-skstem Contro -al:� :>-;;:_�' wG53kIr ; perittiny; >: and' aig:;:.:.,,:. . Note' Eqa�: we-i'fq... 1 dad€ Zeal time :. :. . ... . . - The price :i.s.:_b :°vii : Z ;: vuo k being Perf > during regular woarkirig:hours of Monday through Friday from Sam - 4:30pm PROCUREMENT SERVICES; � I .O. T lTAL: ACCOUNT NO. PROJECT 303-4101-580.64-18 GG1004 PURCHASING Page 258 of 993 PURCHASE ORDER CITY OF BOYNTON FLORIDA BEACH, PROCUREMENT SERVICES DEPARTMENT 3301 Quantum Blvd. Suite 101 310 P.O. #: 190926 BOYNTON BEACH, FLO R IDA 33425-0310 DATE: 03/29/19 VENDOR 13698 SHIP TO: TO: PRECISION AIR SYSTEMS INC City of Boynton Beach 11101 SOUTH CROWN WAY PUBLIC WORKS DEPARTMENT SUITE 2 222 N.E. 9TH AVENUE WELLINGTON, FL 33414 BO TON BEACH, L 33435 REQUISITIONO, "73479 ORDERING DEPARTMENT. JL/GM ��M DATE I EEDED: RPO PCO: COMMISSION APPROVED: EXTENDED LINE# QUANTITY UOM ITEM NO. AND DESCRIPTION UNIT COST COST REMARKS EMERG�31 FLTR SASE aE 7J0l�i 1;k� PROP,... : 77A'TE 3/1. 19 PROCUREMENT SERVICES: P.O..O.TOTAL: 7997.00 Zola i�!i ACCOUNT NO. PROJECT 303-4101-580.64-18 GG1004 PURCHASING Page 259 of 993 � m I ei r{ I ri N W f M M i I HO O O �y f 0 O O Ai O 0) 0 m B1 O O5 P O 0% Ln Cl I- 0 O I Q I 7 W I 1 H I W I Q I ` 1 ° I I I I I 1 I U I ' 7w O O09 H H I o o 0 0 r15 W O i c o 0 0 W U 1 ON O r, 0 0 H W I o1 0 01 ul 09 ri Ln N h W W WIV ! -� H 0 a AC H E i o o O i o W U O 5 a, tl O I a o r` Z i r i c; 0 o W H r o P H ® U JJ ll a FA U o O R 0 ai i O ^~ , H r C9 C7 Z oo � r4 i Q x E o Da W �UCN7HU'CNO ® O HP, No 7 H GH9 BCW Oq 01 W 22 H W W Pa 3 r A: M W Zn W P G WZ i d O W rd r 0 C L b U k •ri bi •r9 dJ a)bl bl w I-' H r�i I-.0 16 m - �W E E O U H � 4 O � a)RPidr aa)) � W JG a W W RI W-P P4 04 1 m rl Q) H H r CW'i > ;i O 4J U Com.° U SAO.K 0 W Q4 :� m ted sLj N O aY U--r W w W W f U r4H w Q) 5S C m C 3 E-rI 0 r b .0 a) rt C .a O X O d Q p PI ds a s H JJ O m O O � 1�A H H H I a O'I N W ri 4a JJ a) 4J m-rl 4-i pz s H E-I I OHIffP�U 3k4 O .0 w aJ Ord rI IdW® W�7 ImnN0 I HZ crrW 7. O 0 -.1 0 -rt •rt W id a3 O m I W a H •4a m C te a) r-t 3 W O® O z ra i -V IIE-0r7 U k 0 0 a8 U RI C a) .0 RI w m W 0 W }r l O A x x 0 i ®ada,moi-4 WdPri "f m 3 m•.a 0 $m .a Id r t C C O u w [� Q)al C RI al N w 'b W PW U H Z .0 a 14U�m GUOa) btio I HZ H m dJ -rl 1 -H U 11 C M M V , U I Z W+ 5 In"Jy -yy b•rdi r•9 yy m m 0-.i •••,,�,U] IH-7 i Wert E aC W W C H r-t kt Crt)a 5v I m k W Z m H 4d _4I W Id 0_q>4 td v m O IdrO W F W I M"m Ix• W m,qrd jj 0 it W aj.--i a.f m 0 w I W Ra m W fA m M9 Id V m$ U° H ` too H rl I �C F a H m r•I -r-I 0 C aJ•lr W C 0 W U 0 q t" 43W E a x •rlCXRI -1111WW}4 00 i`.APIdW w to Pa H N W W b 0 a)RI Id 0 (d u4 rd U•rl o m m PI 0 0 ?•+ °Zi I W Iq'Itl •rl O to W W rO W a)U Si E W rl = m m m O Z CG irr•• •• rd(d••4-) C U JJ Ra f~u C U ••a1 Rrri C E •. .. rn to H O N Y Q U C b U d bp m of •rl bs O 3r A H H rq O E HH i U.�- HO Omma)m mr- En W-S i CO CC +0)a)WO 0 o H a I zH�A •aromv � v b�bW3 0•� �WwQHH WwHOO 03•r1U0> 'AC0> •r10 43 r. m[. ktbi>,oO UM m H 4 a i 0 WZU a•rlW-rlUO >HUO >rlWWid Cm ••RI14rd£U Uc cs U I WHW6p�p OUOy WS.uOUmOs)OUMmW rI (U -rtVxFq dM M H O ua 1 W H H O.7 W dJ�I•rt W•rt W C•rl a)-rI W V.id s,r1 u V AJ a)W-.i O b H Q vm wrdWnIXI~'❑IHQ(�CPIH�u)U kC O,G�WUFA W Q i W ���7777 Q4 W I `�$ 1 I I I t I I W(d z H ra Jy p; H W 1 W VS W W I rl N Z H N e77. 1 H Page 260 of 993 W W E-4 � o . H U) j Ei .LS W rq E� r- Z C� [A C3 ri ri W pi 0 b P4 z co tD E-4 W U an W 0 tz P4 14 E� rn z 0 H Ol M u tt Ln 0 U H W P4 - t-j III Ow ul Pp z m 0 z H 0 C14 z H 0 0 El 0 u 0 U �H H z 0 Z P4 W 0 WE H 0 UN ul ra U H $4z W WE-4 Page 261 of 993 m Requesting Daparinvent: Facilities ContW Personi Replace AHU at Hester Center and Senior Center -------------r� rl 101no an air -prec' on r me no 87Tim WdIbn QuoMons GSA or 8NAPS sow Scums Contract Number. Fund Source fbr Pumhesa: 303-4101- u Ar Departmart Head Date pal Purchasing Agent Q,r--- Deb Aeg City Manager Date Cfty r Date Page 262 of 993 f C riDEPARTMENT OF PUBUC WORKS MEMORANUM { 1 TO: Lod LaVerders, Chy Manager alrg I m , I1 r, THROUGH: Andrew Meck, Public Works Director DATE: March 27, 2019 SUBJECT: Emergency HVAC Repair—Senior Center and Heater Center CRY staff was nofffied that the package unit (RTU-1,) on the roof of the Seniorr was not cooling properly. The technician vendor, Precision Alr System In which we using for our preventaft WAC maintananostrepair throughout the city was on-she at another facility arW responded to the call. Upon his l it was noticed the unit (RTU-1) dated January of 2009 was not running and after his assessment It was his professional opinionrepair. lead-timereceived a quote for$ 7,997.00 with a notlfwd of water Intrusion Hester Center ' During City staff's assessment of the water Intrusion, it was noticed that the bottom of AHU-3 dated February of 2DO5 had felled and water was flowing into a Again, the technicianr anotherthe current vendor that services the HVAC $"me throughout the c1ty was on-ete at facility and responded to the call. Upon his arrIvel, drainit was confirmed that AHU-3 r Into the calling and on the floor of the facift. i asked the contractor to terp the unit until such time I could receive a quote for replacement. I received a quote for$ 12,097.00 with a lead-time possibleWith the failure Of these hive systems, not cooling and one being tarW many areas of the facilities would cause additionaftoling the Comfort Of City staff and visitors In I Inadequatedamage of any contents with w Tim Howard,Assistant Mike'Dauts, Manager of Materials ! Krasnoff,Leah Accounting Technician Financial Services Mack,Andrew r r of Public Works&Engineering Julie , Director of Human Resources and Risk Management Ramsey,Kevin Facilities Manager, Sr. Project Manager Page 263 of 993 REQUEST FOR OFFICE ASSISTANCE 00" f - FROM. 7 Z- Date: 3bP11 C7 PRIORITY/DATE NEEDED BY: E] Request for 121/Direct Pay Req.for the attached-Vendor or Person to be reimbursed: Account Number: Project No.: Il - Request for Requisition-Vendor:_ &ecej4vm Atz t2)_ Account Number: m m mProject No.: 6e�L* List It w/Quantities &Unit Costs on the back of this request. E3 Verbal Quotes ($500 to$1,999): Vendor: Cost: Date: Person Spoke With., Phone Number: Vendor: Cost: Date: Person Spoke With: Phone Number: Vendor- Cost: Date: Person Spoke With, Phone Number: E3 Written Quotes ($2,000 to$9,999.99)—Attached. El Written Quotes($10,000 to$24,999)w/Purchases over$10,000 Form—Attached. El Bid/City(Over$25,000): Bid# El Bid/Other Entity(Over$25,000): Bid#,Bid Eff. Dates, &Bid Quotes—Attached. E] File As: El OTHER: Special Instructions: 41;0 97 Request c let ate completed: Please sign and make any comments below. Page 264 of 993 { ' PRECISION r ...............------------ I 1101 _______11101 South Crown Way®Suite 2®Welliugton,FL 33414 Phone(561)791-3980@Fax(561)795-1693 March 18,2019 City of Boynton Beach 145 SE 2nd Ave. Boynton Beach,FL 33435 erre cy Repl e e t oUnit RTU-2 c `o :Senior a tet Federal w o f e Per your request,I am pleased to submit the following price for your consideration. PROPOSAL Precision Air Systems,Inc.will furnish all materials and labor to perform the following service(s): • Disconnect existing unit • Remove and properly dispose of existing package unit • Provide and install new unit to match existing • Includes crane services • Make all necessary connections • Start and check system operation • Clean work area Material: $5,997.00 ($5,214.78+15%) Labor: $2,000.00 (20 hours @ $100) TotalPrice: $7,997.00 Exclusions: Controls,fire alarm work,permitting, and engineering Note:Equipment has Iday lead time This price is based on all work being performed during regular working hours of Monday through Friday from 8:00 am-4:30 p.m. This price is good for 30 days. Sincerely, ) 10 q0?1P Approved Sean Adams 3]dq //9 Service Manager Date Page 265 of 993 6.F. CONSENTAGENDA 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve the minutes from City Commission meeting held on April 2nd, 2019 EXPLANATION OF REQUEST: The City Commission met on April 2, 2019 and minutes were prepared from the notes taken at the meeting. The Florida Statutes provide that minutes of all Commission meetings be prepared, approved and maintained in the records of the City of Boynton Beach. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? A record of the actions taken by the City Commission will be maintained as a permanent record. FISCAL IMPACT: Non-budgeted N/A ALTERNATIVES: Do not approve the minutes STRATEGIC PLAN: Building Wealth in the Community STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Minutes Minutes 4-2-2019 Page 266 of 993 MINUTES OF THE CITY COMMISSION MEETING HELD AT THE INTRACOASTAL PARK CLUBHOUSE 2240 N. FEDERAL HIGHWAY, BOYNTON BEACH, FLORIDA ON TUESDAY, APRIL 2, 2019, AT 6:30 P.M. Steven B. Grant, Mayor Lori LaVerriere, City Manager Justin Katz, Vice Mayor James Cherof, City Attorney Mack McCray, Commissioner Judith Pyle, City Clerk Christina Romelus, Commissioner Tyrone Penserga, Commissioner 1. OPENINGS A. Call to Order Mayor Grant called the meeting to order at 6:30 p.m. Invocations Pastor Lynne Jones, St. Joseph Episcopal Church gave the invocation. Pledge of Allegiance Mayor Steven B. Grant led the Pledge of Allegiance to the Flag. Roll Call City Clerk Pyle called the roll. All members were present. Agenda Approval: 1. Additions, Deletions, Corrections Vice Mayor Katz requested a closed-door session for a Police union negotiations update. Commissioner McCray asked why they needed a closed-door session. Vice Mayor Katz responded the Police were now in negotiations and the Commission have not received an update on how the negotiations were going. Mayor Grant requested a Future Agenda item for a budget meeting in the end of May. Commissioner Romelus wanted to recognize the second grade class from St. Joseph Episcopal School and Church for coming out and cleaning Jaycee Park. 2. Adoption Page 267 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 Motion Commissioner Romelus moved to approve the agenda as amended. Commissioner Penserga seconded the motion. Vote The motion unanimously passed. 2. OTHER A. Informational items by Members of the City Commission Vice Mayor Katz had nothing to disclose. Commissioner McCray had nothing to disclose. Commissioner Romelus had nothing to disclose. Commissioner Penserga had nothing to disclose. Mayor Grant said on March 20 he attended the Palm Beach County League of Cities Board of Directors meeting. March 218t, he attended the Palm Beach County Planning Agency meeting. March 22nd, he attended Turtle Fest 2019 at Loggerhead Marine Life Center and the South Florida K-9 Competition. On March 24th-27th, he was in Tallahassee for Florida League of Cities Legislative Days and spoke on Senate Bill 320. He met Holly Bell, the Director of Cannabis regarding the possibility of manufacturing Hemp in the City of Boynton Beach. Met with Representative Casello, Representative Caruso and a member from Representative Jacquet's office. March 28th, he attended the Palm Tran Service Board meeting. March 29th, he attended the Upper Level breakfast for the Business Development Bureau. Mayor Grant attended a Community Greening meeting regarding a grant with the Community Foundation. Mayor Grant attended Troy's BBQ Restaurant new business opening in Boca Raton. He met with the Ambassador to Qatar. April 15t, he was at the Hispanic Bar Association meeting. April 2nd, he attended the Housing Leadership Council Stakeholder meeting and spoke with Attorney Bonnie Miskel and John Markey regarding Town Square. 3. ANNOUNCEMENTS, COMMUNITY AND SPECIAL EVENTS AND PRESENTATIONS A. The 2020 Census Day is April 1, 2020. The City of Boynton Beach will be incorporating census messaging in multiple marketing outreach programs and publications over the next 12 months to inform residents about the ease and importance of responding to the Census. Laura Lansburgh Marketing Manager, shared information regarding the 2020 Census. In preparation for the census, the City will be working closely with Palm Beach County to streamline the City of Boynton Beach marketing efforts. The City has formed an internal 2 Page 268 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 census team comprised of various departments that has begun meeting on a bi-monthly basis to create a community outreach program. This information will be on printed publication, City website, social media and City sponsored events. B. Boynton Beach Utility was awarded the 2019 FWEA Collection System of the Year Award for the Medium Utility Category. This award recognizes utilities for significant accomplishments fostering excellence in the operation and maintenance of wastewater collection systems. Utilities won this award in the medium size utility category for 2019. Joe Paterniti will be present to accept the award. Joe Paterniti, Utility Director, provided an overview of the Florida Water Environment Association (FWEA). He said this was a statewide organization. Their goal was to provide a Clean and Sustainable Water Environment for Florida's future generations to come. Staff takes care of the collection system. This award recognizes utilities for significant accomplishments fostering excellence in the operation and maintenance of wastewater collection systems. Commissioner Romelus inquired if the City of Boynton Beach received this award for the quality of the water. Mr. Paterniti replied this was for the quality of the maintenance of the water system. The City of Boynton Beach has the best maintenance crew in the State of Florida. C. Presentation of a Certificate of Appreciation to Nathan Robles for being the "Honorary Starter" of the 7th Annual Barrier Free 5K Run, Walk & Roll, a plaque to show our appreciation to Vinnie DeVito of Resurrection Muscle Cars for building this year's Magic Wheelchair, and a representative of the Realtors Association of the Palm Beaches and Greater Ft. Lauderdale (RAPBGFL) will present the check from the proceeds generated at the 5K. A Certificate of Appreciation will also be presented to the Hunters Run Community Emergency Response team in appreciation of their support and students from the South Tech. Academy for creating a promotional video for our event. Wally Majors Recreation and Parks Director recognized Nathan Robles as the "Honorary Starter" who received the Magic Wheelchair for 2019. These events bring attention to the City's Barrier Free Park. Mr. Majors informed the audience it takes a lot of expertise to create the Magic Wheelchair and he thanked Vinnie DeVIto of Resurrection Muscle Cars who donated all material to create the Magic Wheelchair Paul Pugliese, accepted the Certificate of Appreciation on behalf of the 50 members of the CERT team from Hunters Run. He thanked the Boynton Beach Fire Department because they provided the training to all the members. 3 Page 269 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 Mr. Majors indicated Mr. J.D. McClintock, Vice President of the Realtor Association of the Palm Beaches would present a check to Eric on representing the Greater Boynton each Foundation. J.D. McClintock, is President, Realtor Association of the Palm Beaches and Greater Fort. Lauderdale said they have been a partner with the City of Boynton each since the inception of the is Wheels event. The event has raised over $20,000 over the past 7 years. Eric Ammon, Greater Boynton Beach Foundation, stated they are blessed to be able to help the City of Boynton each and the residents. They take great pride in being involved in projects that help to benefit every resident, regardless of their circumstances or culture. D. Announcement by Rebecca Harvey, Sustainability Coordinator, of the Earth Day Celebration Event that will be held Saturday, April 6th at Intracoastal Park from 11 a.m. - 3 p.m. Rebecca Harvey, Sustainability Coordinator, and Stephanie Solo p Recreation and Assessment Specialist, announced Saturday, April 6th at Intracoastal Park, the City was celebrating Earth Day. There will be a park clean up, hosted by Boynton Cares. The first 100 families would receive a free native or fruit tree courtesy of Community Greening. There will be raffles, a vegan food truck, solar energy questions and answers, kayak rentals, and more than 25 vendors. The Reef Institute donated stainless steel water bottles to the Commission. Ms. Harvey hopes to install water bottle reuse station in the Intracoastal Park Clubhouse in the very near future. E. Proclaim the week of April 7, 2019 as National Library Week. Library Director Craig Clark will accept the proclamation on behalf of the Boynton Beach City Library. Craig Clark, Library Director thanked the Commission for their recognition and continued support and thanked the Library staff for their hard work. Commissioner McCray thanked the Library staff for their professionalism. F. Proclaim the month of April 2019 as Paralyzed Veterans of America Month. Past President and PVA National Vice-President Charles Brown will be accepting the proclamation on behalf Paralyzed Veterans of America Florida Chapter. Mayor Grant read the proclamation for April as Paralyzed Veterans of America Month. G. Proclaim Saturday April 6, 2019 as Sigma Gamma Rho Sorority Youth Day Octavia Sherrod will be present to accept the proclamation. 4 Page 270 of 993 Meeting Minutes City i iMeeting Boynton , Florida April 2, 2019 Mayor Grant proclaimed Saturday, April 6, 2019 as Sigma Gamma Rho Sorority Youth Day. Octavia Sherrod, representative for Sigma Gammao, said she was grateful for the support and partnership with the City of Boynton Beach Park and Recreation Department. The 2019 mission statement was Mission Impossible, a safe space for the youth. Ms. Sherrod said protecting the youth was imperative for survival. The symposium created dialogue to have the opportunity to provide inspiration for change and connect with community resources. Ireland,Frank r ion Supervisor, expressedthe Recreation Departmentlikes t make life fun. H. Boynton Beach Fire Rescue and local 1891 would like to recognize Sarah Vanroekel for saving the life of a fellow citizen of Boynton Beach. Chief Joseph, City of Boynton Beach Fire Department, said Mr. Kosiec had a significant heart event at the Chick-fil-a in Boynton Beach. Ms. Vanroekel performed CPR on Mr. Kosiec until Fire Rescue reached him. Without this CPR, Mr. Kosiec may not have survived. The City of Boynton Beach and Fire Rescue wanted to recognize and encourage others to take a CPR class. Chief Joseph presented the Citizen lifesaving award to Ms. Vanroekel as well as a trophy. What Ms. Vanroekel did was very significant. Ed Kesler- asked if everyone believed in miracles and stated he does. God was good all the time and he never changes. We are here to honor some who are truly amazing individuals, which he calls guardian angels on wheels. These are the first responders, Firefighters, Paramedics and Police Officers. This could happen to anyone at any time, regardless of his or her physical condition. The survival rate was only 5 -10%. He collapsed at the restaurant and his wife witnessed all of this. She was the rock of the family. Finally, his guardian angel, Sarah. She will always be a part of his family and his life. The paramedics told him that if it were not for Sarah he would not have survived. He lost his pulse and had actually died, but Sarah did not give up. She continued CPR until the paramedic arrived. He truly believed people are placed in your life for a reason. On that day of his incident, Sarah was the only person in the restaurant who knew CPR. The amazing thing was Sarah was scheduled to be off, but decided to come in that day. This was God's plan and he was always in control. Adam Turey, Firefighter from Local 1891 presented a plaque from the International Association of Firefighters for distinguished service and achievement. He also awarded Ms. Vanroekel a scholarship for$1,000. Page 271 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 Chief Joseph indicated the City of Boynton each makes life saving and being available an important part of the job. The City Manager requires all the employees be CPR trained. Everyone can be a hero, take some CPR classes, and make a difference. 1. Police Department presentation by Chief Gregory. Police Chief Gregory presented an overview of the highlights of what has been going on in the Police Department. The department's focus was on reducing crime and strengthening community relationships by utilizing community policing strategies. He provided a chart with categories by gender and experience. Chief Gregory acknowledged the City of Boynton Beach was on the cutting edge with 54% female and 46% male officers. In regards to race and ethnicity, Black police officers are at 14% and in the community, the black population was 31%. It was important to look into the training methods as well as the recruiting methods. He explained the years of service was an indicator on how to spend training dollars. Chief Gregory pointed out 28% of the officers have less than five years of experience. The City needs to continue to maintain its training levels with rehearsals, practices, and scenario- based practices. A large portion of those officers with less than 5 years of experience is in the patrol department. He explained senior officers get the selected positons such as investigations, detectives and marine units. The younger officers are the ones on the front line in patrol. The patrol training program and mentorship programs was his focus. Chief Gregory presented Grime trends. There was a reduction in violent crime overall in the City of Boynton Beach. There was reduction in homicides from 2017 to 2019 of 56%. Robbery decreased 40%. Burglary decreased 33%. There were increases in Aggravated Assault to 29%. There was an opportunity for police to intervene to stop or prevent a crime with the community policing strategies. He disclosed supervisors receive daily crime maps to assist in deploying police officers. The City was focusing on strategic patrolling instead of random patrolling, and he provided an explanation for random policing versus strategic policing. The police are not just riding around without direction. The Neighborhood Officer Program allows police officers to cultivate high levels of mutual trust, understanding, and respect between the police and the residents. The City of Boynton Beach has Marine patrol, Segway patrols, motor patrols, motorcycle patrol; the City was being divided into different sections. He wanted to make sure the police were distributed around the City. The City sponsors the Citizen Police Academy and he would like to expand this Academy to twice a year. This was a very successful program. The program cultivates understanding and respect between the police and residents. It develops relationships, 6 Page 272 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 which will transform the confines of ordinary community policing activities and instead focuses upon building sustainable partnerships between the police and the residents. Focusing on the engagement in the community, the officers need to interact with the residents. If there was trust, the police may receive vital information from the community in time of need. Chief Gregory indicated there were a number of outdated technology systems within the Police Department. He thanked the Commission forfunding new technology and investing in technologies to increase safety and transparency as well as facilitate data driven decisions. The City of Boynton Beach has implemented the Body Wom Camera Program. All uniformed patrol officers are issued cameras. All officers assigned to road patrol are issued the ON Taser. A real time crime center will be implemented within the next 12 months. The SMARTFORCE software purchased would assist with the intercommunication of patrol units. Commissioner Romelus requested clarification regarding residents not seeing police officers in their area. Chief Gregory replied the City has been divided in 10 zones and each officer was assigned an area to patrol. He explained the officers are allowed to leave to back up another officer. Commissioner Romelus asked if the resident has an issue who should they call. Chief Gregory encouraged the resident to call the Police Department. Commissioner Romelus asked how residents Gould request additional patrols. Chief Gregory responded call or email the Police Department. Commissioner Penserga requested an update on the Community Police Academy. Chief Gregory replied the City was proud of this program. This was a once a week commitment. The program, taught by police officers, alms to educate participants about police practices and the legal system as it pertains to police work. The goal is to foster a deeper understanding of the Police Department through education and enhance community support of the officers. Chief Gregory hoped to expand and hold two academies each year. Commissioner McCray thanked Chief Gregory for having the Neighborhood Officer Program. The officers were passing out notices for the CRA meeting. Mayor Grant asked if the MYPD application was still available and working, Chief Gregory stated the app was still working. Mayor Grant askedfor the non-emergency number for the Police Department. Chief Gregory replied the number was 561-732-8116. Mayor Grant asked Chief Gregory to explain what was meant by triage. Chief Gregory replied there are 155 officer employed with the City. There are not 155 officers at one 7 Page 273 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 time. Life safety calls go to the top of the list. If a resident were in danger, the officer was dispatched. Property crime or information would be seen as less critical. Mayor Grant said he enjoys Coffee with a Cop and asked if this could happen on the weekend. He expressed there are many residents who would like to have Coffee with a Cop, but work on the weekdays. Chief Gregory responded he could accommodate this request. Commissioner McCray asked why a resident must provide their address and telephone number when reporting a crime. Stated the police should be focusing on the crime not the person who was reporting the crime. Chief Gregory responded they could call in crime anonymously. 4. LIC AUDIENCE INDIVIDUAL ILL BE LIMITED TO 3 MINUTE PRESENTATIONS ( t the discretion of the Chair, this 3 minute allowance may need to be adjusted depending on the level of business coming before the City Commission) Dr. Pitor Blass, 113 Tarra Lakes West, stated Sarah was a hero. He wanted to write a letter of recommendation for college scholarships. The Police Department was in need of 34 more officers. He was going to create a private company to work with the City of Boynton Beach. The University of Boynton was already in existence. He was running for U.S. Congress. The City needs to harness energy from the gulf. In addition, he was defining the naturalist clause of the Constitution. He planned on running for U.S. President. Mayor Grant noted the City of Lake Worth was working with FAU and the Florida Department of Energy to get energy from the gulf stream. The City of Boynton Beach does not have an electrical utility facility in order to harness the energy from the gulf stream. He wanted to inform Dr. Blass that it was happening, but not in Boynton Beach. Suzanne Ross, Director of the Schoolhouse Children's Museum (SCM), announced April 2, 2019 was World Autism day. She was pleased to announce the Schoolhouse Children's Museum completed training with the Center for Autism and Related Disabilities at Florida Atlantic University to become an autism friendly business. Additionally, the Schoolhouse Museum filmed a television commercial. She reminded everyone April 11, 2019, was"Too Cool for School'from 5:30 pm-8:30 pm at Benevento restaurant. Tickets were on sale and could be purchased from their website or at the Museum. She stated April 13, 2019, was Art in Bloom in collaboration with the Boynton Beach Garden Club. Commissioner McCray inquired as to the attendance at the Schoolhouse Children's Museum since the closure of City Hall. Ms. Ross responded the first three months was down. They have been holding their own, and had a very good March. On the day of the torrential rain, the Schoolhouse Children's Museum had 443 customers. Page 274 of 993 Meeting Minutes City i i tin Boynton , Florida April 2, 2019 Commissioner Romelus congratulated Ms. Ross on filming their first commercial. She inquired if she was aware of the Palm Beach County Film Association highlighting local amenities at the hotels within the County. Ms. Ross responded she would review this information with the marketing firm. Mayor Grant thanked Ms. Ross for all she does for the Schoolhouse Children's Museum. Susan Oyer, 140 E 27t" Way, said Earth Hour was last Saturday and was very successful. She questioned why there were barriers blocking the parking spaces on Ocean Avenue in front of Dewey Park. When the City restriped 4th Street there were four spaces taken. Mayor Grant responded this was for traffic reasons. The City removed the stop sign and needed to make sure the cars headed south did not get into an accident. Ms. Oyer informed the Commission that bees needed to stop for food. They need a constant form of food. If all bees die, the human population dies within 3-5 years. John Trust, 223 Eke Drive North, introduce and invited everyone to an amazing event on May 4, 2019 from 1 p.m. -4 p. m. This event celebrates the Hattian American Culture. This will be celebrated in Delray Beach in front of the City Hall. Herb Suss, 1711 Wood Fern, invited everyone to come out to the golf course. The City has a golf course that was equal to none. Mr. Suss said he has served this City and the County in many aspects. He was proud to be a CERT member. It was tragic how the United States treats its veterans. Kevin Homer, 2505 Lake Drive North, said Boynton Cares next clean up was April 6, 2019 at 10:00 am. The sponsor was Florida Native Fish & Tackle. The Sea Mist was donating some gift cards. There has been tremendous support for the cleanup in Boynton Beach. The volunteers have been facing an uphill battle with violators. As the Mayor can attest, much of the pollution found along the Boynton Beach shoreline stems from boats. Volunteers removed a boat which had a bottle of bleach, and a battery. Mr. Homer read Florida Statute Chapter 327, Section 4107 ( ). He was not suggesting the boat should not be out on the water, but if the person was violating the law, the boat should be impounded. The local government has asked them to clean a nature area for Earth Day. The citizens are asking for something in return, begin to enforce the Florida Statute 327 section 4107(E). The reason this law exists was to ensure boats have the means to leave the area in the event of a storm event. It was noted Mr. Homer has been asked to speak before the Florida Wildlife Commission in July. Mayor Grant, seeing no one else coming forward, closed Public Audience. 5. ADMINISTRATIVE A. Appoint eligible members of the community to serve in vacant positions on City advisory boards. Page 275 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 -------------------- The following Regular (Reg) and Alternate (Alt) Student (Stu) and Nonvoting Stu (NN Stu) openings exist: Building Board of Adjustment and Appeals Education and Youth Advisory Board Historic Resources Preservation Board Library Board Recreation and Parks Senior Advisory Board Mayor Grant announced openings on each Board. Motion Mayor Grant nominated Ben Lowe to the Historic Resources Preservation Board (Reg). Commissioner Romelus seconded the motion. vote The motion unanimously passed. B. PROPOSED RESOLUTION NO. R19-033 - Appoint a City Commission representative and alternate to the Countywide Intergovernmental Coordination Program. Commissioner Penserga volunteered to serve in this capacity. Motion Commissioner Romelus nominated Commissioner Penserga as the representative to the Countywide Intergovernmental Coordination Program. Commissioner cCray seconded the motion. Vote The motion unanimously passed. Motion Commissioner Romelus nominated City Manager Lod LaVerriere as the Alternate to the Countywide Intergovernmental Coordination Program. Commissioner Penserga seconded the motion. 10 Page 276 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 Vote The motion unanimously passed. C. PROPOSED RESOLUTION NO. R19-034 - Appoint a City Commission representative and alternate to the Transportation Planning Agency(Formerly known as the MPO, Metropolitan Planning Organization). Mayor Grant stated he was currently on the Transportation Planning Agency planning committee. He has also been in the positon as a representative for the past 3 three years and would like to remain as the City representative. He was also the alternate for the Metropolitan Planning Organization Advisory Council. Motion Commissioner McCray nominated Mayor Grant as the representative to the Transportation Planning Agency. Commissioner Romelus seconded the motion. vote The motion unanimously passed. Commissioner Romelus indicated she would like to volunteer for the Alternate positon. Motion Commissioner McCray nominated Commissioner Romelus as the alternate to the Transportation Planning Agency. Commissioner Penserga seconded the motion. vote The motion unanimously passed. D. PROPOSED RESOLUTION NO. R1g-035 - Appoint a City Commission representative and alternate to the Palm each County League of Cities. Mayor Grant indicated he sits on the Board of Directors so he was required to be there. Commissioner Penserga volunteered to be the representative. Motion Commissioner McCray nominated Mayor Grant as the Alternate to the Palm each County League of Cities. Commissioner Romelus seconded the Motion 11 Page 277 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April g 2019 EM --- Vote The motion unanimously passed. Motion Commissioner McCray nominated Commissioner Penserga as a representative to the Palm Beach County League of Cities. Commissioner Romelus seconded the Motion Vote The motion unanimously passed E. PROPOSED RESOLUTION NO. R1g-036 - Appoint a City Commission representative and alternate to the Coalition of Boynton West Residents Association (COBWRA). Vice Mayor Katz requested reappointment to the Coalition of Boynton West Residents Associations (COBWRA). Motion Commissioner McCray nominated Vice Mayor Katz as the representative to Coalition of Boynton West Residents Association (COBWRA). Commissioner Romelus seconded the Motion. vote The motion unanimously passed. Motion Mayor Grant nominated Commissioner Romelus as an Alternate to the Coalition of Boynton West Residents Association (COBWRA). Commissioner Penserga seconded the Motion vote The motion unanimously passed. 6. CONSENT AGENDA Matters in this section of the Agenda are proposed and recommended by the City Manager for "Consent Agenda" approval of the action indicated in each item, with 12 Page 278 of 993 Meeting Minutes City i iMeeting FloridaBoynton Beach, 1 ERM all of the accompanying material to become a part of the Public Record and subject to staff comments Commissioner Ius pulled item 6 A and B. Mayor Grant pulled item 6 F. A. PROPOSED RESOLUTION NO. 19-037 -Authorize the City Manager to sign an agreement between City of Boynton Beach and Florida Power & Light Company (FPL) for FPL to install and own electric vehicle charging and related equipment on City Property. Commissioner Romelus requested an update on this item. Sophia Eccleston, External Affairs Manager at Florida Power and Light (FPL) indicated the City of Boynton Beach was the ,Sustainability City and this was why FPL approached Boynton Beach first. Florida Power and Light has provided the solar trees and panels and wants to bring the Electric Vehicles chargers to the City. nuj Chokshi, Project Development Manager, introduced FPL's exciting new pilot program focusing on electric vehicles. The "EVolution" pilot program would help the growth of electric vehicles (EV) infrastructure, and was inviting the City of Boynton Beach to participate by hosting EV-charging equipment on City property. Through this pilot program, FPL will provide the charging equipment, installation and maintenance of the equipment, parking stalls, stripping as well as the signage. This was a continuation of an amazing partnership between FPL and the City of Boynton Beach, which began with the installation of solar panels. Mr. Chokshi pointed out the FPL canopy program has provided over 100 megawatt hours of clean energy. With the installation of electric vehicle charging stations throughout the City at several locations was a step in the right direction. The installation would be at no cost to the City. Commissioner Romelus asked the locations of the charging stations. Mr. Groff responded at this time, the charging stations would only be in Town Square. Mr. Chokshi responded there would be about 12 charging stations throughout the City's hub. Motion Commissioner Romelus moved to approve. Commissioner McCray seconded the motion. Vote The motion unanimously passed B. PROPOSED RESOLUTION NO. R19-038 - Authorize the City Manager to sign n Agreement with Property Registration Champions, LLC., d/b/a Champs for registration and monitoring services of vacant, abandoned, and foreclosed property within the City. 13 Page 279 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 Commissioner Romelus asked how this helps with the distressed properties on Federal Highway and how revenue was generated. Tim Howard, Assistant City Manager, responded this was a vendor, the City used for the past seven to eight years. The vendor registered bank owned foreclosed properties. In 2008, at the height of the downturn of the real estate market, the City had difficultly trying to track down contacts with the bank owned properties. The City entered into a contract with Property Registration Champions, LLC, and required banks to register foreclosed and abandoned home annually with the City. The revenue the City received at the height of the real-estate downturn was about $266,000. Last year, the City received $110,000. The company charges a $250 registration fee and the City receives $150 of that fee. Commissioner Romelus asked was the City receiving cooperation from the property owners on Federal Highway. Mr. Howard replied he could not comment directly with properties on Federal Highway, but citywide there was responses from the banks. Motion Commissioner Penserga moved to approve. Commissioner Romelus seconded the motion. Vote The motion unanimously passed. C. PROPOSED RESOLUTION NO. 1119-039 - Amending Resolution R1 9-017 with revised language that indicates support for the City's grant request to the Palm Beach Transportation Planning Agency (TPA) Transportation Alternatives Program. The revised resolution will include updated construction estimates and increase the grant request to $1 million. The grant will fund the installation of a 10 shared use path along SE 1 st Street. D. PROPOSED RESOLUTION NO. R1 9-040-Approve utilizing National Joint Powers Alliance (NJPA) EZIQC Contract#FL04GC1-051716-SCD with Shiff Construction & Development of Ft. Lauderdale, FL for repairs to Boynton Beach's Municipal Landfill for a not to exceed price of $ 71,752.37, and authorize the City Manager to sign the proposal and detailed scope of work. E. PROPOSED RESOLUTION NO. R19-041 - Authorize the City Manager to apply for an LSTA (Library Services and Technology Grant), sign all documents associated with the grant, accept the grant, and sign the grant agreement in the amount of$83,991, subject to the approval of the City Attorney. 14 Page 280 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 F, PROPOSED RESOLUTION NO. R19-042 - Approve and authorize the City Manager to sign the agreement and letter of authorization with JJ Kane for disposal of vehicles/equipment submitted by the Fleet Division and declare fifty (50) vehicles/equipment as surplus and approve the disposition of these items via auction using various means, such as JJ Kane live auction, JJ Kane on-line auction and GovDeals.com Mayor Grant indicated he was aware of South Tech Academy Automotive choice program and would like to donate one of the less expensive vehicles for them to work on. He said Park Vista might have the same type of program. He would like to authorize the City Manager to speak with the Principals from Park Vista and South Tech Academy to see if they are willing to accept one vehicle each. Commissioner McCray agreed with Mayor Grant to provide vehicles to these two schools. He suggested not giving them something that could be repaired. Motion Commissioner Romelus moved to approve. Commissioner McCray seconded the motion. Vote The motion unanimously passed. G. Approve Task Order UT-2A-02 with CH2M Hill Engineers (Jacobs) in the sum of $84,074 in accordance with RFQ No. 047-2821-17/TP, General Consulting Services Contract, Scope Category "A" awarded by Commission on September 7, 2018 for the development of a design criteria package to install standby generators for the East Water Treatment Plant. H. Approve the recommendation of the Evaluation Committee and authorize staff to conduct negotiations with the first ranked firm The Haskell Company of Jacksonville, FL and establish contracts in accordance with Request for Qualifications (RFQ) No. 008-2821-19/TP for Water Quality Laboratory Building Progressive Design/Build and as per Florida Statute 287.055, Consultants' Competitive Negotiation Act (CCNA). At the completion of each phase of the negotiations, the Contracts will be brought back to the Commission for approval. Motion Commissioner McCray moved to approve the remainder of the Consent Agenda. Commissioner Romelus seconded the motion. Vote The motion unanimously passed. 15 Page 281 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 7. BIDS AND PURCHASES OVER$100,000 A. Approve utilizing the Palm Beach County contract (Bid #WUD 16- 001 NMG)with Aquifer Maintenance and Performance Systems, Inc. (AMPS, Inc.) of West Palm Beach, FL with the same terms, conditions, specifications and pricing. This contract will be utilized for well rehabilitation services on an AS-NEEDED BASIS, with an estimated annual expenditure of$315,000. Palm Beach County complied with Public Contract Bid requirements equal to or exceeding the City of Boynton Beach's requirements. Motion Commissioner McCray moved to approve. Commissioner Penserga seconded the motion. Vote The motion unanimously passed B. Approve a 10% contingency for the underground utility work associated with the District Energy Design Build Contract with The Haskell Company in the amount of $307,357, increasing the total cost from $3,073,572 to $3,380,929. Motion Commissioner Romelus moved to approve. Commissioner McCray seconded the motion with discussion. Commissioner McCray asked for an explanation for the 10% increase. Colin Groff, Assistant City Manager, explained when this project came through it was part of the bigger Town Square project. This project was directly fund by Utilities; unfortunately, he did not include the 10% contingency that the City has in all of the standard contracts. Commissioner McCray pointed out when he spoke with the City Manager, he was informed when the vendor began to dig, they found some lines and pipes. Mr. Groff responded that was correct. Mr. Groff said once the lines and pipes were found the contractor needed to address the issue. Mr. Groff acknowledged there was a 10% contingency fee for all contracts, but the contingency was inadvertently omitted from this contract. vote The motion unanimously passed. 16 Page 282 of 993 Meeting Minutes it Commission Meeting Boynton Beach, Florida April 2, 2019 C. PROPOSED RESOLUTION NO. R19-043-Authorize the City Manager to sign the proposal from CROM Coatings and Restorations (CCR), a division of CROM, LLC in the amount of$181,200 for the repair of 5 potable water storage tanks. This is a sole source based on the warranty. Motion Commissioner McCray moved to approve with discussion. Commissioner Penserga seconded the motion. Commissioner McCray asked about the life span of the potable water storage tanks. Mr. Groff responded the tanks last 60- 80 years. Mr. Groff expressed the tanks are inspected for corrosion, leaks and cleanliness, and certified by the Department of Environmental Protection every five years. Vote The motion unanimously passed. D. Award Bid No. 016-2413-19/EM for Digital Monument Signs to Don Bell Signs of Port Orange, FL, as the lowest responsive, responsible bidder in the amount of $117,157 plus a 10% contingency amount of $11,715 for a total estimated amount of$128,872. The initial bid term is for one year, with an option to renew for two (2) one-year terms. Motion Commissioner Penserga moved to approve. Commissioner McCray seconded the motion for discussion. Gary Dunmyer, City Engineer, prepared an image of the sign. He explained the signs would have six-inche letters and have room for four lines for words or phrases. Mr. Dunmyer informed the Commission the signs would be digital. Lori LaVerriere, City Manager, noted when City Hall was demolished, the City lost its monument sign. Staff decided to have these signs throughout the City. The signs will be placed at the Ezell Hester Center, Edward Harmening Arbor Park, and Heritage Park. This was a multi-year contract. Next year there would be two additional signs. She explained having these signs would provide informational items as well as Commission, CRA and Advisory meetings. Commissioner McCray inquired about the City of Boynton logo. Mr. Dunmyer responded the verbiage could be placed at the bottom of the sign. Mayor Grant asked for the width and height of the screen. Mr. Dunmyer replied the signs are three feet tall and seven feet wide. Mayor Grant inquired as to the size of the original 17 Page 283 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 monument. Mr. Dunmyer responded it would be about the same size. This would be a monument sign on the ground. Mayor Grant indicated most of the time, the CRA signs are four feet by eight feet. Mr. Dunmyer agreed. Mayor Grant asked if this complied with the City sign ordinance. Mr. Dunmyer replied it did. Commissioner Romelus inquired if these signs could be changed remotely. Mr. Dunmyer explained this was proprietary software and staff could make changes at any time. Commissioner Romelus asked what the life span of the signs were. Mr. Dunmyer responded three to five years, providing bricks do not hit and damage the signs. The signs are covered with a laminate. Mr. Dunmyer asked the manufacturer if a sign is hit with a brick would it damage the structure behind it and was informed the laminate covering would protect the structure behind it. Mayor Grant inquired about the cost of the covering. Mr. Dunmyer stated the coverings would be part of the package. Mayor Grant indicated there have been issues at Ezell Hester Center. He asked if the City was going to have cameras in the areas where the monuments are being placed. Mr. Dunmyer replied that was something that staff could consider. Commissioner McCray asked who was the contact person to monitor what information was placed on the monument. Ms. LaVerriere responded the City Manager Office was the contact. vote The motion unanimously passed. 8. PUBLIC HEARING 7 P.M. OR AS SOON THEREAFTER AS THE AGENDA PERMITS The it Commission will conduct these public hearings in its dual capacity as Local Planning Agency and City Commission. A. PROPOSED ORDINANCE NO.19-004 - SECOND READING - Approve Boynton each all Future Land Use Map Amendment from Development of Regional Impact(DRI)to Mixed Use Low(MXL). Applicant: City-initiated. (TBD upon return with State approval) PROPOSED ORDINANCE NO.19-005 - SECOND READING - Approve the Comprehensive Plan's Future Land Use Element to amendment to delete the Boynton each Mail DRI from the list of DRI-classified sites. Applicant: City- initiated. (TBD upon return with State approval) 18 Page 284 of 993 Meeting inutes City i iMeeting FloridaBoynton Beach, it 2, 2019 B. PROPOSED ORDINANCE NO. 19-001 - SECOND READING Approve Country Trail i . M2D Country . Attorney Cherof read Proposed Ordinance No. 19-001 by title only on second reading, Proposed Ordinance No. 19-002 by title only on second reading and Proposed Ordinance No. 19-003 by title only on second reading. Attorney Cherof administered an oath to all those intending to testify. Mayor Grant disclosed he had a text from Bradley Miller; spoke with several residents from Serrano and the Estates of Silverlakes. Vice Mayor Katz received a text message from Bradley Miller, but was unable to return the call. Commissioner McCray received a text message. Commissioner Romelus also received a text message. Bradley Miller, Miller Land Planning, 508 E. Boynton Beach Boulevard, representing the applicant, indicated at the first meeting he provided a lengthy presentation. At that time, his applicant was requesting an annexation of 5.17-acre parcel into the City. Mr. Miller said the property was contiguous on the boundary of the City of Boynton Beach. The,proposed Florida Land Use (FLU) and zoning designations are consistent with the surrounding areas. The single-family home development was consistent with the neighborhood's established land use patterns. The zero-lot line configuration of homes in the proposed development match that of Serrano at Country Lakes located immediately south of the subject parcel while the single-family homes north, east, and west of the property feature larger lots. Mr. Miller indicated with annexation, the City's Comprehension Plan requires a land use designation. Mr. Miller stated the land use designation the applicant was requesting was Low Density Residential(LD ). This was the lowest category in the City's Comprehensive Plan. This designation allows for 0-7.5 units per acre. The Zoning being requested was for a Planned Unit Development (PUD). This allows for flexibility in design. In addition, this allows the City to have additional input through the conditions of approval and staff review process. The original application submitted was for 26 homes with zero lot lines. The applicant has modified the application to 25 single-family homes. The applicant reduced the development by one home. Mr. Bradley said the applicant made a commitment for traffic calming through the Serrano development, which was the only access to the project. The applicant was willing to work with Serrano regarding the replacement of the signage. Mr. Bradley indicated this would be done through the permitting process. Mr. Bradley indicated the development was at 66% of their maximum density. The land use designation allows for up to 7.5 units per acre, which would allow for 38 units. Mr. Bradley showed the original plan with the 26 homes with the 40-foot access road and drainage on each side of the property. Mr. Bradley said they have taken the conditions of 19 Page 285 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 approval and incorporated it into the new site plan. They have added an additional drainage area along the eastern and northern side of the property. The pool and cabana has been eliminated. They moved two lots to the western side of the road, which was where the cabana and pool were located. The turnaround did not change. It was still the K-type turnaround. Public Works and Fire tested the turn and indicated that the K-type works. They added three additional parking spaces. There was guest parking for each home. The original plan was for 25 homes, 10-foot buffer, and 50 feet of drainage area. There was an equal amount of separation from the homes with the new drainage area on the eastern side of the road. Mr. Bradley pointed out the applicant was maintaining the berm in the drainage area and there was a swale on the back of the berm. The finished floor for the development was about two feet higher than Silverlakes. The applicant has sat down with staff and they were comfortable with the design. There was still a berm and a swale, for those properties from Silverlakes, which goes onto the proposed property. He hopes that would help relieved the drainage situation. The drainage area was about six inches deeper than what was purposed. This was done to accommodate the 100-year storm event for three days. Mr. Bradley presented a time line and stated considerable time has gone into the planning of this development. The applicant was allowed to build up to 38 units on the property; the applicant reduced the number of homes to 25. This was a higher density than the Village of Golf and Silverlakes. The density was consistent with Serrano. With the access road coming through Serrano, the applicant felt it was better to be consistent with the Serrano density. A traffic study was done and approved by Palm Beach County. The applicant was committed to traffic calming for the access road through Serrano. An open space has been created. In addition, the City Code requires a park and recreation fee of$22,000 as part of the development process. The drainage area has been modified and the increased area provided an open space separation. These modifications would need to go through the permitting process with the City of Boynton Beach, Lake Worth Drainage District, and South Florida Water Management District. The applicant was requesting the approval for annexation, Land Use for Zoning, and site plan for 25 homes and were in agreement with all conditions of approval. Commissioner Romelus inquired about traffic calming and indicated one of the residents indicated they did not want speed bumps. Mr. Miller responded there were different methods of traffic calming. He explained some of the different methods, such as inserts of stamped asphalt, the paver blocks into the roadway, landscape islands; it would be a method of changing the pavement to provide a sensation to slowdown, as well as providing signage. 20 Page 286 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 Commissioner Romelus inquired about the construction and the residents not having access to their driveways. Mr. Miller responded the applicant was cognizant of the neighbors and clean-up during the construction. Mayor Grant opened to public comment. Darren Simon, 40 Country Lake Circle, President of the HOA, was one of the original owners in Serrano and has been there 14 years. He heard conversation regarding the 25-year flood; he has seen this type of event at least three times within the past 14 years. The water in the lake between Serrano and Crosspointe comes up to the wall. The lake on the Bailey property was put there to relieve the Serrano homeowners. He was worried once the homes begin to go in and the pond was covered over, the water has no place to go. He believes there would not be enough parking. The developer stated there are two- car garages and the driveway. The problem was residents use the garage as a basement or storage area. The guests are required to park around the lake, which would not hinder the homeowners or emergency vehicles, if needed. Mr. Simon informed the Commission out of the 47 homes in the community, only five residents park their car in the garage. Right now, they have three vacant homes and 95 cars in the community. He understands something would be done to the property. He believes the City needed to come to a compromise. He would like to see a reduction of homes and more greenspace. They began speaking about beautifying Serrano. This was a private road, how are they going to help pay for some of the repairs. Andrew Cavaloto, 30 Country Lake Circle, pointed out during the development of Serrano, Mr. Bailey and his wife were granted an easement through Serrano to access his single family home. There was an agreement and it does not state the easement was transferable. The easement was not attached to the parcel of land. The easement was given to the Bailey's. The Bailey worked out an agreement with the Serrano Homeowners' Association not to be a part of the association. This easement was for one single-family home. This project changes the use for the private road. Mr. Cavaloto stated there are parcels, which are 7,000 to 8,000 feet, not just the smaller lots used by the developer to calculate the space. Mr. Cavaloto stated the developer has indicated they conducted studies favorable to their position and indicated the increase in flow would have no consequence to the surrounding areas. The drainage assumptions in the current plan are the ones that may be altered. If they need to build up the areas, it could have a negative impact on drainage and saturation to the surrounding area. It was mentioned by the developer the pond on Mr. Bailey's property was man-made and shallow. Mr. Cavaloto stated this was a natural occurrence with self-sinkable mud in the basin. The pond was deep. The residents would like to know the developer's risk contingency plan in the event a negative impact results in drainage problems. If the City of Boynton Beach approves the project, the City should be responsible for the aftermath affects and not leave Serrano or other communities holding the bag. The only pertinent thing for the Commission to do was to conduct it owns independent study before making a decision. The Commission could then make an informed decision based on unbiased information. Currently Serrano was maintaining the road in question and the City considers this road private. The 21 Page 287 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 EMEM Advisory Board rejected this project. He asked that the City Commission follow their recommendation. However, if the Commission was inclined to grant the developers request, the residents requested adding five recommendations: address the water concerns, beautify the area surrounding the area, plant trees, reduce the number of homes and traffic calming. Mr. Cavaloto would like to discuss the Palmland areas, lined with Royal Palms. The Forester forced the association to maintain grass, irrigation and the Royal Palms at the association expense. This property was actually on Lake Worth Drainage District land. It has been very costly to the Serrano community and has a negative impact on the surrounding community. There was no contract which states Serrano must maintain this area. He was asking the Lake Worth Drainage District or the City of Boynton Beach to take over this area. He asked that the City of Boynton Beach repair the road leading into the community and having the new development contribute to the maintenance of the road. If no agreement can be made, the City of Boynton Beach would take over the responsibility for the road. He wanted to ensure the purposed landscaping would not allow Oak trees. When Serrano was being developed, the City approved a subpar wall. He stated for the record the City should have some shared responsibility and should be held accountable. The wall was now compromised due to corrosion and rot. He was looking to Marc Julien for expertise in rebuilding the wall. He thought it could be a win/win situation and asked the Commission to please consider their situation and demands. He has seen the birds eating the fish from the drainage pond. Roger Saberson, 2740 SW 23rd Cranbrook Drive, said his home was directly behind the project. He had a few comments about the Oak trees and the wall.At the time Serrano was constructed a wall installed along the entire property line at the City approval. There were two large live Oaks there and they have not had any problems. The wall has been very beneficial. It provides security, privacy and assists with drainage by deflecting the rain flow. Without a wall, the drainage would be going everywhere. He wanted to confirm the drainage area shown on the original plan with the City was not being reduced by the new plans. Mr. Saberson asked if the revised drainage plans complied'with the 100-year three-day requirement. He hired a private engineer and he had several comments. He thought the condition for the 100-year storm, which staff requested, was excellent. The private engineer stated to implement, the berm would need to be constructed around the property. Mr. Saberson stated the property was land locked. It has no outlet to any canal. Initially, staff recommended a six foot concrete block and stucco (CBS) wall be constructed around the boundary. What was shown now was a wood fence. He spoke with Mr. Miller who stated that was the existing wood fence. They have the old dilapidated wood fence, which has not been maintained. Asked if the developer was putting in a new fence. Mr. Bailey put in most of it. According to Mr. Saberson Mr. Miller stated he would place a chain link fence on the Silverlake side. Jack Donohue, 2251 SW 23rd Cranbrook Drive, explained his property was a tree farm which would flood. They found evidence there might have been some flooding when they moved in. Prior to 1997, Mr. Bailey purchased the property and raised it 2 feet. In 1998, 22 Page 288 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 Hurricane Mitch flooded his property. In 1999 Hurricane Irene flooded all of the homes in Serrano. He believed that Mr. Bailey blocked the water coming from the Village of Golf. There was an easement coming from South County Road. All of the water came down to that easement from the golf course. Mr. Bailey created a retention pond, which provided relief for Serrano. That retention pond was the best thing going for everyone; his fear was that the retention pond was going to be covered over. Representatives from Lake Worth Water Management District stated Serrano could handle their water, but not someone else's water. Mr. Donohue indicated he and his neighbor built a 48-inch berm around the property and created a drainage system done by professionals. They have had no problems since that was done. Julia Davidow,2314 SW 23rd Cranbrook Drive, President of Silverlakes HOA, indicated they tried to speak with someone regarding this project, but it was not until February did anyone come and listen to the community. She spoke with her Commissioner and he stated Silverlakes had some concerns. She was not impressed and she does not feel like anyone was listening. Silverlakes has been there since 1988. They asked the developer to leave the lake, build a cul-de-sac and build a wall. Everything which was talked about has not been answered. The only thing that was answered was the 100-year storm event. She was very anxious and felt no one was listening to the affected communities. The Commission has heard from Serrano, Silverlakes and the Village of Golf. They are real citizens and have been here for a long time. The Planning and Development Board was in agreement with the surrounding communities. She thought why bother to have a Planning and Development Board if the Commission is not going to listen to them. She said there is no place for the water to go. Christine Thrower, Manager of the Village of Golf, stated two weeks ago the Village of Golf stood before the Commission to oppose the project. What she heard tonight does little to alleviate her concerns regarding the density and the noise; it places two more homes against the Village of Golf fence line. Ms. Thrower stated should this site plan be approved, she would recommend the Village of Golf build a 15 — 20 feet wall for the protection of the Village residents and their quality of life. Annmarie Lonergan, 2663 SW 23rd Cranbrook Drive, said she did not know what the City was voting on tonight. There was a set of plans, an annexation and a site plan which was given to the City. Ms. Lonergan asked what was the rush, the developer requested to postpone the first reading from February 5th to March 19th. She asked the Commission to pull this off of the table, come back with their revised submission, and publish the plans. Ms. Lonergan stated for the record the citizens pay the attorney to protect all the citizens' legal rights. This was a quasi-judicial hearing and asked what were the publication requirements for site and annexation documents. She does not believe the City was in compliance according to Florida Chapter 171, nor in compliance with the City Charter. She was asking once again for the City Commission to table this item and have staff take a second look at the development documentation. She feels as though the developer was submitting information at the last minute and the project needed to be publicized. 23 Page 289 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 Ms. Lonergan asked the developer to scrub this project and come back with something that all Gould work, but nothing has been seen from the developer. Nothing has been published. She knew the pool needed to be removed, because the pool needed to be 50- feet from the nearest residence. The drainage plans were not on par. She asked how much water the pond holds. There was no survey, and it was an unplatted piece of property and the City Engineer stated this did not meet Code. The site plan submitted tonight was not reviewed by the public. The street conveyance does not go through automatically from single family homes to Serrano development. Ms. Lonegan said there would be car lights shinning into their homes from the road. She asked the Commission to do some due diligence for this property. Ms. Lonergan said a percolation test has not been conducted on the pond. She asked again for the Commission to table this item until additional information was reviewed. Vice Mayor Katz stated everything which has been presented, and the City Attorney can confirm this has been done in accordance with every rule and regulation of the law. Ms. Lonergan asked if everything had been published. The new site plan has not been published. Vice Mayor Katz stated in accordance with the law, everything has been published. Ms. Lonergan differed stating this plan was not published. The City reviewed the plan and this was a quasi-judicial hearing. She pleaded to the Commission not to cost their community any more money and asked why the City was forcing 25 units on the residents. The residents do not want secrets, The City was supposed to represent the residents not the developers. Herb Suss 1711 Wood Fern Drive, lives in Quail Run and was against what was going on in the Serrano and Silverlakes neighborhood. He was aghast with what he was hearing. Mr. Suss said all those on the dais were elected by the people in the audience not by the developer. He supports everyone on the dais, but the Commission needs to look out for the needs of the entire community. Mr. Suss asked the Commission to listen to these people as their quality of life would be affected. The plan needs to be modified and there would be some traffic problems on Congress. Unknown Resident, suggested having the project mimic a mini Serrano. Put in the green space, have the water basin in the middle. He understand the City of Boynton Beach would like to annex the property, but there was a reason the developer came to the City of Boynton Beach and not Palm Beach County. The County would not have approved this project. He was not stating facts, this was his opinion. The Resident stated no one knows what will happen until it rains. His home floods and he has the swale which the City requires. The City should not wait until a problem occurs and then try to fix the problem. Kristen Stephan 2670 SW 23rd Cranbrook Drive, noted she was turned away from the last meeting because of overcapacity. She believed this was done so that the people could not have their say on this project. She asked the Commission why this first reading 24 Page 290 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Flodda April 2, 2019 wasscheduled at the same time as the ceremony for new Commissioners. She feels as though she was not given the benefit of eye contact from the Commission. This was a sad state of affairs. She wondered if Boynton Beach was about the money, because she has not heard anything about the quality of life and the quality of the homes. The Commission was affecting so many lives and they do not care. The project was going up because of greed. She has not heard anything regarding the quality of the homes. This was all about the money. Concerned Resident pointed out the comment regarding placing the lake in the middle of the development. The drainage system, which was being purposed, was far superior to what the Bailey property currently has. This would be a professionally designed drainage plan reviewed by the City Engineer and the Assistant City Manager and will have the capacity to do what it was designed to do. Mr. Suss, stated his community has flooded from the overflow of the canal and the lake. He asked about mold, mosquitos, and health problem. Mr. Donohue stated he knows about the mold. They know about the things that happen after a flood. Mayor Grant closed public audience. Mr. Miller indicated this application has followed the process for the City of Boynton Beach. He met with City staff and analyzed the drainage area and stated the size of the drainage area remains the same. As far as the chain link fence, they would agree to put in the chain link fence. Understand staff has presented an alternative design to the Commission, he has not seen this design. The drainage for the project was designed for a 1 00-year storm. Silverlakes and Serrano was designed for a 25-year storm event. If they were not comfortable they would not preceed with the project. Vice Mayor Katz wanted to address an item, which was not true, concerning the laws, which govem the process of permitting, approving the annexation, the land use, zoning and the site plan. Everything being submitted was done so in accordance with all State and local regulations. He asked if this plan was in violation of any such laws. Attorney Cherof responded this matter before the City Commission having complied with all notice requirements of both City and State laws. Vice Mayor Katz indicated statements to the contrary made were false. Everything that was been presented to the Commission was in accordance with the rules, which the Commission follows with every Ordinance. In regard with the timing, the reason that this Ordinance was delayed because a meeting with representatives of Silverlakes requested to have more input with the process. The request was to allow additional information from the communities. Vice Mayor Katz explained the reason why the second reading was two weeks after the first reading, this was the process for all ordinances. When he spoke 26 Page 291 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 to the President and members of the board at Silverlakes, he did not believe he was not well received. Vice Mayor Katz stated if this property was not annexed, the current County regulations would permit placement of 38 units. If the property were annexed, they would be entitled to more. The issue, which he was concerned with, was the drainage, which remains the single biggest issue on this project. The second issue was the clubhouse. The developer was no longer asking for a clubhouse. The third issue was the request was a concrete block wall on the eastern portion of the property. Every person who has expertise has stated if the developers builds this wall, it would cause a drainage issue. The plan allows water from the Silverlakes property to drain into the divot so that it does not flood the property. Placing an impervious wall, would force the water on the property owners side. The developers are going beyond the requirement to ensure it would not flood the property. The standard which was set was the 100-year three day storm. He hears the concerns and there are property rights associated with the land. Vice Mayor Katz said the property was at 66%capacity. He wanted to respect the property rights of the owners. Many changes have been woven into the plans. It was his personal opinion, the reason why the Planning and Development Board deceived the property owners into believing it could legally stop the project by rejecting the project was incorrect. Individuals with ulterior motives voted it down and presented themselves as being saviors and they had no way of preventing the project. Vice Mayor Katz stated what was before the Commission and the residents was below capacity. If this project was at any other part of the City, the project would be approved with single-family detached units. The Commission has a decision to make, to break the law because of certain residents, or to move forward. He intends to support the project. He does not believe in dragging out the project. If the City does not annex the property, they do not have any advantage. If this project went to seven County Commissioners, they are not going to have the input the communities have now. He does not think the County will fight for the City of Boynton Beach with respect to the property owner. Changes have been made to the best of the Commission's ability with the respect to the property owners. Vice Mayor Katz stated with regard to this being illegally presented and not abiding by the Codes of Boynton Beach or the Florida Statutes, it was factually incorrect. He was in agreement with this ordinance. Commissioner McCray indicated he was in favor of annexation. Commissioner Romelus inquired about the access easement and proof of that easement. Mr. Miller responded there was proof of the easement from plat book 102 pages 147 and 148. Identified the easement that lead to the property from recorded documents in Palm Beach County records. Commissioner Romelus requested clarification regarding the drainage. The main concern from residents was flooding. She asked what standards the development was being bulk. Mr. Miller responded the applicant was building to the 100-year three day storm event. 26 Page 292 of 993 Meeting Minutes it Commission Meeting Boynton Beach, Florida -April 2, 2019 The modification has been adjusted for that, which means through the permitting process, the water is not allowed to go beyond the property. The water would be held onsite. Mr. Miller pointed out Vice Mayor Katz was correct. The east side was being provided with a swale and the developer was allowing some of the drainage from Silverlake onto the proposed property. Commissioner Romelus asked in regard to the retention area, if it was where the current pond was located. Mr. Miller stated the current pond was where the lots are located. The engineer explained the pond does not met any of the criteria for South Florida Water Management District for drainage. The pond was holding water, but the system which was designed for this project would continue to be designed through South Florida Management District as well as the Lake Worth Drainage District to improve the drainage. Commissioner Romelus indicated she would support this project. The City has followed all the rules, regulations and timelines. She addressed and stressed two weeks ago when there was swearing in ceremony, it was not to deter the residents. She explained it was only because the building was at capacity and no additional people were allowed in. She would make sure that people do not feel they were not heard. Again as that being said, she feels the applicant has gone beyond what was required and was willing to work with the surrounding neighbors. The number of homes that could have been built was 38 homes. The applicant wanted to be compatible to the area. The Commission was listening to what was being said by members of the surrounding communities. The Commission has met with members of the community to be a go between. The Commission trusts the staff for their expertise. She has the faith and confidence all concerns are being taken into consideration. Commissioner Penserga wanted to say he was sworn in at the last meeting. He has listened to all who spoke and looked everyone in the eye. This was an emotional time because this was about the homeowner. The Commission has heard the legal and technical aspects of the project. The City staff has cleared this project. He was in favor of this project. Mayor Grant asked how much water does the retainage area holds. Joe Pike, President, EnviroDesign Associates, Inc. 298 NE 2nd Avenue explained the 100-year three-day storm holds about 1.6M gallons. He provided an example of a standard swimming pool 15 x 30 and 4 feet deep that holds 15,00 gallons. This would require 170 of those standard pools. Mr. Groff responded the water tower was 1 M gallons. Mayor Grant asked if it would be equivalent to a tower and a half. Mr. Groff responded yes. Mayor Grant asked how deep is the berm. Mr. Pike replied the actual retention area was five feet deep. The berm has a top elevation of 13.5 feet. The area on the left side of the Village of Golf was higher, berms would not be needed. 27 Page 293 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 Mayor Grant asked whose responsibility was the private road and asked if the private easement included some type of payment system for using the road. Mayor Grant pointed out the Baileys had two cars and that did not affect the road. Now with 25 homes there should be some type of payment. Mayor Grant Indicated he would like to make this a condition. The applicant was using someone else's property free. Mr. Miller responded they are using the property as it was platted. As it was designated, as it was required when Serrano came through the development process. He was sure this was a condition of approval that access was allowed, not just for Mr. Bailey, but also for the development of the property. Mayor Grant said what if they started charging you a toll to use the road. Mr. Miller said Serrano would be in conflict with the plat. Mr. Miller asked the City Attorney to chime in on this item. Attorney Cherof said the condition of approval, which Mayor Grant was suggesting, was outside the scope of what was required for the City of Boynton Beach. The issue of access over the easement, has been recorded, and was reflected in the plat. This would be a private concern of the adjacent property owner, not of the City Mayor Grant asked if the private property owner of Serrano would have to sue the developer because they were causing damage to the private road. He was trying to get that responsibility. He asked for a meeting between the new HOA and Serrano. In addition, he would like to have the construction begin no earlier than 8:00 a.m. Mr. Miller responded 8:00 a.m. was fine. Mr. Miller addressed the concern regarding the traffic calming; this was at the request of Serrano. This was the only legal access. It was the legal access that they have, once the developer leaves there should be payment for the road. If there was damage done to the road though traffic calming, there will need to be some resurfacing. Mr. Miller indicated this was standard construction procedure. Mayor Grant asked if the developer planned to provide Serrano any type of payment for the perpetual use of the road. Mr. Miller stated there was no discussion regarding payment for using the road. Mayor Grant asked the developer to have a discussion regarding a concession for the road. Mr. Miller stated they would have a discussion with Serrano regarding the road. Mayor Grant indicated there was a comment regarding the tree situation and asked if there would be trees or sod in or near the drainage area and if the HOA would be required to maintain the sod or the trees. Mr. Miller responded the drainage area was predominantly sod. There were a few existing trees, which the plan was working around. Mayor Grant said he would like as many trees as possible. 28 Page 294 of 993 Meeting Minutes it Commission Meeting Boynton Beach, Florida April 2, 2019 --------------- Mayor Grant responded to the question regarding whether the City published the meeting and or the plans for the project. Mayor Grant said because this was an Ordinance it needed to be published at least 10 days before the meeting. Mayor Grant asked for the publication dates. Attorney Cherof indicated he reviewed the notice as it made its way through the process. Mayor Grant indicated if they do not have the records where this was noticed then this project was not be in compliance. Amanda Bassiely, Principal Planner indicated this was advertised 10 days before the Planning and Development meeting. Ms. Bassiely reviewed the notice of publication as well. Mayor Grant reviewed Marc Julien homes on the website and these are class"A" homes coming in the City of Boynton Beach. He was excited about the single-family homes being built. Mayor Grant continued there are six homes in the Village of Golf, 12 homes in Silverlakes, affected by the development. The main concern was the drainage area; this proposed drainage area would hold an additional 400,000 gallons of what was required for the 100-year storm. Mayor Grant said Palm Land does not have any bike lanes or sidewalks. Mayor Grant stated these are very nice homes and the residents would visit the restaurants and other City amenities. Attorney Cherof indicated it was appropriate and he would like to have the conditions of approval read in the record and make sure the applicant was in agreement with the conditions of approval. Amanda Bassiely, Principal Planner, staff reviewed the site plan; the Commission would be approving the initial site plan; eliminate one residential lot to have a maximum of 25 residential units. Remove model "A"from the allowable model types. Relocate lots so lot 1-14 are the along west side of Country Lake Trail and lots 15-25 are along the east side. This represents the change in losing the pool and adding two lots along the west side. Expand the drainage area to wrap the northeast comer of the parcel and enhance the area with additional landscaping including shade and flowering trees. The engineering comment regarding theI00-year flood are still in the conditions of approval. Provide an amenity tract adjacent to the drainage area and provide benches, pavilion and outdoor kitchen. Provide HOA documentation that allows private pools within each lot. Vice Mayor Katz clarified the applicant specified they would place a fence on the eastern portion of the property with landscaped buffers. Ms. Bassiely responded there were some conditions, which were not referenced in the plan review. Ms. Bassiely provided additional items not included in the plans, traffic calming, new signage and a fence along the southern property boundary of Serrano. The additional conditions needed to be added on the motion. Vice Mayor Katz responded to a resident, who stated homeowners were not using the garages for its intended purposes. This creates street-parking problems. Vice Mayor Katz asked if the applicant was willing to have the HOA place in the documents for the HOA 29 Page 295 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 IEENNNR�_ - garages were to be used for its intended purposes. Mr. Miller responded each of these driveways was large enough for two cars, plus two cars inside the garage. He believes that was a little excessive. If the HOA has parking issues in the future, then this could be addressed. Commissioner Romelus stated she was not in favor in making that type of stipulation. There was a difference between townhomes and apartments, which require that type of issue. She believed a person purchasing a single-family home should have the right to put whatever they want in the garage. Mr. Miller agreed. Mr. Miller acknowledged he was in agreement with all the new conditions. The six foot chain link fence along the eastern property line was another condition which he agreed upon. Attorney Cherof clarified there would be a development order issued attached with a list of conditions of approval that are being discussed. There was a section added within the last six-months it says additional representation and commitment that capture these types of issues, like the one Mr. Saberson asked for and the applicant consented. Mayor Grant asked how that would be made known to the public. Attorney Cherof replied there would be a development order and conditions of approval, which would expand based upon the additional staff comments and a few comments made by the residents. The document would be available at the City Clerk's office or in the Development Department. Mayor Grant asked where the traffic calming was going to be from Charter to Palmland to Country Trail. Mr. Miller replied the traffic calming would only be on Country Trail as it goes through Serrano. There are two or three locations where it could be placed and not disrupt the driveways. PROPOSED ORDINANCE NO. 19-002 - SECOND READING - Approve Country Trail PUD Future Land Use Map amendment from Palm each County's Medium Residential with a maximum density of 5 du/acre (MR- 5) to Low Density Residential (LDR) with a maximum density of 7.5 du/acre. Applicant: M213 Country Trail, LLC - Attorney Cherof read Proposed Ordinance No. 19-002 by title only on second reading Motion Vice Mayor Katz moved to approve. Commissioner Romelus seconded the motion. Clerk Pyle called the role. 30 Page 296 of 993 Meeting Minutes City o i si n Meeting Boynton Beach, Florida April 2, 2019 Vote 4-1 (Commissioner McCray dissenting) PROPOSED ORDINANCE NO. 19-003 - SECOND READING - Approve Country Trail PUD rezoning Residential,to PUD, Planned UnitDevelopment. Trail, LLC. Attorney Cherof read Proposed Ordinance No. 19-003 by title only on second reading. Motion Vice Mayor Katz moved to approve. Commissioner Romelus seconded the motion. Clerk Pyle called the role. Vote 4-1 (Commissioner McCray dissenting) C. Approve Country Trail PUD New Site Plan to construct a new development with 26 two-story single-family residences and associated site improvements on a 5.17-acre site. Applicant: M2D Country Trail, LLC. Motion Vice Mayor Katz moved to approve with all conditions of approval as stated publicly. Commissioner Romelus seconded the motion. Clerk Pyle called the role. Vote -1 (Commissioner McCray dissenting) D. Approve Conditional Use and Major Site Plan Modification for the construction of a 1,927 square foot Taco Bell Restaurant, drive-through and related site improvements, located in a C-3 (Community Commercial) zoning district. Applicant: Raymond Funk, Coastal QSR, LLC (Tabled at the March 19, 2019 Commission tin ) (Applicant requests tabling continues to May 6th meeting.) 31 Page 297 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 9. CITY MANAGER'S REPORT A. Discuss Budget Workshop dates and times: Last year the Commission held Budget Workshops in July. The below dates would accommodate the same meetings for this upcoming budget cycle: Budget Workshops at Intracoastal Park Clubhouse; Monday, July 15, 2019 @ 5:00 P.M. Tuesday, July 16, 2019 @ 10:00 A.M. Wednesday, July 17, 2019 @ 2:00 P.M. Wednesday July 29, 2019 Please note the change in location due. Mayor Grant stated he would be unavailable from July 7th —201, 2019. Provided options for the July 29-31 8t asked if this was possible. Ms. LaVerriere responded no, the tentative millage and fire assessment were due to the Property Appraiser office by July 26th. The Fire Assessment may be needed earlier, staff needed to get that to GSG to prepare and transmit to the County. Ms. LaVerriere stated staggering of the times allowed residents who worked during the day to participate during the evening. Mayor Grant inquired about the time for the budget pre-meeting. Ms. LaVerriere responded she would schedule the budget pre-meeting with the Commission. 10. UNFINISHED BUSINESS - None 11. NEW BUSINESS A. Mayor would like to discuss possibility of having a cornerstone for the Freemasons at the New City Hall Building. Mayor Grant indicated he attended a Freemason meeting where they were honoring Police and Fire personnel. Boynton Beach was founded in the Freemason Lodge in 1920. Indicated there was no cost to the City for the Freemasons to lay a cornerstone in the new Town Square. Major Grant asked for a consensus to enter into negotiations with the Freemasons. Commissioner McCray indicated he was in favor of the Freemasons laying a cornerstone. He does not want them to lay anything down which gives the impression that the Freemasons had anything to do with the building of Town Square. Commissioner McCray pointed out the Freemasons wanted to sell the City some property for $500,000. This was property, which the City already owned. 32 Page 298 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 Vice Mayor Katz requested more time to look into the history with the City. The Free- masons have no affiliation with this building. Mayor Grant said this was for discussion only. There was consensus. Mayor Grant wanted to add the closed-door negotiations to the future agenda. Ms. LaVerriere responded there was no need to place the closed-door meeting on the agenda. She will schedule with each Commissioner and the Mayor. 12. LEGAL 13. FUTURE AGENDA ITEMS A. Approve text amendments to the Comprehensive Plan, including: (1) Future Land Use, Intergovernmental Coordination and Capital Improvements Elements, reflecting elimination of school concurrency and deletion of the Public School Facilities Element; and (2) the Transportation Element, creating framework for potential future establishment of a mobility fee. City-initiated. - April 16, 2019 B. Approve a Major Master Plan Modification (MPMD 19-001)for Boynton Beach Town Square to amend the number of allowed dwelling units, revise project phasing, add a shared parking study, revise the proposed use of Building "B", increase the number of hotel rooms, and to add additional height to Building "C". Applicant: James S. Gielda, JKM Developers, LLC. - April 16, 2019 C. Approve the Major Site Plan Modification (MSPM 19-002) for Town Square Phase Two in order to construct a 261-unit apartment building that wraps the southern garage approved in the Town Square Phase One site plan on a 3.94 acre site. Applicant: James S. Gielda, JKM BTS South, LLC. -April 16, 2019 D. Approve a Height Exception (HTEX 19-001) for Town Square Phase Three in order to allow the proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. - April 16, 2019 E. Approve a Community Design Appeal (CDPA 19-001)for Town Square Phase Three from Chapter 4, Article III, Section 6.F., "Off-Street Parking Area Standards", which requires facades of parking garages that front on an arterial or collector roadway to be wrapped with habitable space. - April 16, 2019 33 Page 299 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 NEEENNR�_ F. Approve a Major Site Plan Modification (MSPM 19-005) for Town Square Phase Three in order to construct a 210 unit apartment building, a 104 unit, age restricted apartment building, 8,512 square feet of restaurant space, 11,030 square feet of retail space, and an 875 parking space garage on a 4.10 acre site. - April 16, 2019 G. REQUESTII: Approve Harbor Cay Townhomes Future Land Use Map Amendment from Special High Density Residential (SHDR) to Mixed Use Low (MXL) - April 16, 2019 REQUEST2: Approve Harbor Cay Rezoning from IPUD, Infill Planned Unit Development to MU-1, Mixed Use 1. - April 1 , 2019 H. Approve Harbor Cay Townhomes Major Site Plan Modification (MSPM 19-003) to construct 18 townhomes and related site improvements at a density of 12.6 dwelling units per acre on 1.43 acres located at 605 Lakeside Harbor Drive in the IPUD zoning district. Applicant: United Developers Group, LLC. - April 16, 2019 I. Department to give brief presentation of their operations Fire - May 2019 Development - July 2019 Library- September 2019 J. Caler, Donten & Levine (city auditors)will present the Comprehensive Annual Financial Report for FY 2018. - May 7, 2019 K. Representative Mike Caruso will provide the Commission a post-legislative update - May 7, 2019 L. Proclamation for Boynton each Mental Health Committee - May 7, 2019 M. Commission wants to discuss public safety as it relates to the Town Square Redevelopment- June 2019 N. Staff to review Development Department's plan review processes to identify efficiencies and technologies to assist with timely review of plans/projects - July 2019 34 Page 300 of 993 Meeting Minutes City Commission Meeting Boynton Beach, Florida April 2, 2019 EENEIRE�- - 14. ADJOURNMENT Motion There being no further business to discuss, Commissioner Romelus moved to adjourn. Commissioner Penserga seconded the motion. Vote The motion unanimously passed. The meeting adjourned at 10:28 p.m. (Continued on next page) 35 Page 301 of 993 Meeting Minutes it Commission Meeting Boynton Beach, Florida April 29 2019 ----------- CITY OF BOYNTON BEACH Mayor- Steven B. Grant Vice Mayor—Justin Katz Commissioner- Mack McCray Commissioner— Christina Romelus Commissioner—TY Penserga ATTEST Tud Tit i A. Pyle, CMC City Clerk Queenester Nieves Deputy City Clerk 36 Page 302 of 993 7.A. BIDS AND PURCHASES OVER$100,000 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: PROPOSED RESOLUTION NO. R19-046-Approve the recommendation by the Evaluation Committee and authorize the City Manager to sign an Agreement with Rossman Enterprises DBA Clean Air Concepts as a result of RFP#021-2210-19/IT for the installation of Vehicle Exhaust Extraction System for Fire Station#3 with an estimated cost of$54,015.00. The Agreement shall be for a period of three (3) years commencing on the date the Agreement is executed by the City with two (2) one-year renewals. EXPLANATION OF REQUEST: Bid Term: 3 years from date of agreement On March 18, 2019, the City opened and tabulated one (1) proposal to RFP#021-2210-19/ITfor Vehicle Exhaust Extraction System. This RFP was issued to provide and install vehicle exhaust removal system in various Fire Stations within the City of Boynton Beach. With this RFP, the City may over the next five (5) years wish to install vehicle exhaust extraction systems at other Fire Station locations and/or other City locations. The pricing for each additional location shall be based upon the same pricing methodology used for this proposal and shall be negotiated per location. The first installation is for Fire Station 3 at a price of $54,015. On March 29, 2019, in a public noticed evaluation meeting, the Selection Committee. comprised of City Staff, revealed their independent scores for the sole proposal based upon the evaluation criteria described in the RFP. The scores were tabulated by Purchasing Services to arrive at the final score. Since there was only one (1) proposal, the Committee recommended negotiating the price with the vendor. Price was negotiated and presented to the Committee on April 4, 2019, in a public noticed meeting, and the Committee recommended to award the Agreement to Rossman Enterprises DBA Clean Air Concepts. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? This RFP was issued to provide and install vehicle exhaust removal system in various Fire Stations within the City of Boynton Beach FISCAL IMPACT: Budgeted Funding is through FEMA Grant EMW-2017-FO-00229. ALTERNATIVES: Not to accept the Committee's recommendation for award and issue a new Request for Proposal. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: Page 303 of 993 CLIMATE ACTION: CLIMATE ACTION DISCUSSION: Is this a grant? Yes Grant Amount: 54,300 ATTACHMENTS: Type Description Resolution approving recommendation of D Resolution evaluation committee and authorizing the City Manager to sign an Agreement with Rossman Enterprises D Agreement Rossman Agreement D Addendum Tabulation Sheet D Addendum Price Sheet D Addendum Summary of Scores Page 304 of 993 1 RESOLUTION NO. R19- 2 3 A RESOLUTION OF THE CITY OF BOYNTON BEACH, 4 FLORIDA, APPROVING THE RECOMMENDATION OF 5 THE EVALUATION COMMITTEE AND AUTHORIZING 6 THE CITY MANAGER TO SIGN A THREE (3) YEAR 7 AGREEMENT WITH ROSSMAN ENTERPRISES DBA 8 CLEAN AIR CONCEPTS AS A RESULT OF RFP # 021-2210- 9 19/IT FOR THE INSTALLATION OF VEHICLE EXHAUST 10 EXTRACTION SYSTEM FOR FIRE STATION #3 WITH AN 11 ESTIMATED COST OF $54,015.00.; AND PROVIDING AN 12 EFFECTIVE DATE. 13 14 WHEREAS, the On March 18, 2019, the City opened and tabulated one (1) 15 proposal to RFP # 021-2210-19/IT for Vehicle Exhaust Extraction System. This RFP was 16 issued to provide and install vehicle exhaust removal system in various Fire Stations within 17 the City of Boynton Beach; and 18 WHEREAS, on March 29, 2019, in a public noticed evaluation meeting, the 19 Selection Committee, comprised of City Staff,revealed their independent scores for the sole 20 proposal based upon the evaluation criteria described in the RFP; and 21 WHEREAS, the scores were tabulated by Purchasing Services to arrive at the final 22 score and since there was only one (1) proposal, the Committee recommended negotiating 23 the price with the vendor; and 24 WHEREAS,the City Commission of the City of Boynton Beach upon recommendation 25 of staff, deems it to be in the best interest of the citizens of the City of Boynton Beach to 26 Approve the recommendation by the Evaluation Committee and authorize the City Manager to 27 sign an Agreement with Rossman Enterprises DBA Clean Air Concepts as a result of RFP # 28 021-2210-19/IT for the installation of Vehicle Exhaust Extraction System for Fire Station #3 29 with an estimated cost of$54,015.00. The Agreement shall be for a period of three (3) years 30 commencing on the date the Agreement is executed by the City with two(2) one-year renewals. 31 NOW, THEREFORE,BE IT RESOLVED BY THE CITY COMMISSION OF C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\EB38115B-235C-4CFD-8168-35F1374E980E\Boynton Beach.16017.1.Agreement_With_Rossman Enterprises_For Vehicle_Exhaust Extraction_System(Firestation #3)_-_Reso.Docx Page 305 of 993 32 THE CITY OF BOYNTON BEACH, FLORIDA, THAT: 33 Section 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as 34 being true and correct and are hereby made a specific part of this Resolution upon adoption. 35 Section 2. The City Commission of the City of Boynton Beach, Florida, hereby 36 approves the recommendation by the Evaluation Committee and authorizes the City Manager 37 to sign an Agreement with Rossman Enterprises DBA Clean Air Concepts as a result of RFP # 38 021-2210-19/IT for the installation of Vehicle Exhaust Extraction System for Fire Station #3 39 with an estimated cost of$54,015.00, for a period of three (3) years commencing on the date 40 the Agreement is executed by the City with two (2) one-year renewals. A copy of the 41 Agreement is attached hereto as Exhibit"A". 42 Section 3. That this Resolution shall become effective immediately. 43 PASSED AND ADOPTED this day of , 2019. 44 CITY OF BOYNTON BEACH, FLORIDA 45 46 YES NO 47 48 Mayor— Steven B. Grant 49 50 Vice Mayor—Justin Katz 51 52 Commissioner—Mack McCray 53 54 Commissioner—Christina L. Romelus 55 56 Commissioner—Tyrone Penserga 57 58 VOTE 59 ATTEST: 60 61 62 63 Judith A. Pyle, CMC 64 City Clerk 65 66 67 (Corporate Seal) C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\EB38115B-235C-4CFD-8168-35F1374E980E\Boynton Beach.16017.1.Agreement_With_Rossman Enterprises_For Vehicle Exhaust Extraction_System(Firestation #3)_-_Reso.Docx Page 306 of 993 AGREEMENT BETWEEN THE CITY OF BOYNTON BEACH AND ROSSMAN ENTERPRISES, INC D/B/A CLEAN AIR CONCEPTS THIS AGREEMENT is entered into between the City of Boynton Beach, hereinafter referred to as "the City", and Rossman Enterprises, Inc. d/b/a Clean Air Concepts . hereinafter referred to as "VENDOR", in consideration of the mutual benefits, terms, and conditions hereinafter specified. 1. PROJECT DESIGNATION. The VENDOR is retained by the City to perform professional services in connection with the RFP FOR VEHICLE EXHAUST EXTRACTION SYSTEM; RFP No.: 021-2210-19/IT. 2. SCOPE OF SERVICES. VENDOR agrees to perform the services, identified in Section II — Scope of Services and attached hereto as Exhibit A. City intends to install similar systems in the other fire stations over the life of this agreement and will get pricing from vendor for each station as installation is requested. 3. TIME FOR PERFORMANCE. Work under this agreement shall commence upon written notice by the City to the VENDOR to proceed. VENDOR shall perform all services and provide all work product required pursuant to this agreement upon written notice to proceed. 4. TERM: This Agreement shall commence upon award by City Commission for three (3) years, with ability to renew for two (2), one (1) year renewals. 5. PAYMENT: The City will pay the VENDOR, the fees as set forth in Exhibit B, Fees and Payments, which is attached hereto and made a part hereof. These fees will be paid by the City for completed work and for services rendered under this agreement as follows, not to exceed _$54,015.00_for Fire Station #3_, future stations costs will be determined at a later date. a. Payment for the work provided by VENDOR shall be made promptly on all invoices submitted to the City properly, provided that the total amount of payment to VENDOR shall not exceed the total contract price without express written modification of the Agreement signed by the City Manager or her designee. b. The VENDOR may submit invoices to the City once per month during the progress of the work for partial payment for project completed to date. Such invoices will be reviewed by the City, and upon approval thereof, payment will be made to the VENDOR in the amount approved. c. Final payment of any balance due the VENDOR of the total contract price earned will be made promptly upon its ascertainment and verification by the City after the completion of the work under this Agreement and its acceptance by the City. d. Payment as provided in this section by the City shall be full compensation for work performed, services rendered and for all materials, supplies, equipment and incidentals necessary to complete the work. e. The VENDOR'S records and accounts pertaining to this agreement are to be kept available for inspection by representatives of the City and State for a period of three (3) years after the termination of the Agreement. Copies shall be made available upon request. Page 3107 of 993 6. OWNERSHIP AND USE OF DOCUMENTS. All documents, drawings, specifications and other materials produced by the VENDOR in connection with the services rendered under this Agreement shall be the property of the City whether the project for which they are made is executed or not. The VENDOR shall be permitted to retain copies, including reproducible copies, of drawings and specifications for information, reference and use in connection with VENDOR's endeavors. 7. COMPLIANCE WITH LAWS. VENDOR shall, in performing the services contemplated by this Agreement, faithfully observe and comply with all federal, state and local laws, ordinances and regulations that are applicable to the services to be rendered under this agreement. 8. INDEMNIFICATION. VENDOR shall indemnify, defend and hold harmless the City, its offices, agents and employees, from and against any and all claims, losses or liability, or any portion thereof, including fees and costs, arising from injury or death to persons, including injuries, sickness, disease or death to VENDOR's own employees, or damage to property occasioned by a negligent act, omission or failure of the VENDOR. 9. INSURANCE. The VENDOR shall secure and maintain in force throughout the duration of this contract comprehensive general liability insurance with a minimum coverage of $1,000,000 per occurrence and $1,000,000 aggregate for personal injury; and $1,000,000 per occurrence/aggregate for property damage, and professional liability insurance in the amount of $1,000,000 per occurrence to $2,000,000 aggregate with defense costs in addition to limits; workers' compensation insurance, and vehicular liability insurance. Said general liability policy shall name the City of Boynton Beach as an "additional named insured" and shall include a provision prohibiting cancellation of said policy except upon thirty (30) days prior written notice to the City. Certificates of coverage as required by this section shall be delivered to the City within fifteen (15) days of execution of this agreement. 10. INDEPENDENT CONTRACTOR. The Professional and the City agree that the VENDOR is an independent contractor with respect to the services provided pursuant to this agreement. Nothing in this agreement shall be considered to create the relationship of employer and employee between the parties hereto. Neither VENDOR nor any employee of VENDOR shall be entitled to any benefits accorded City employees by virtue of the services provided under this agreement. The City shall not be responsible for withholding or otherwise deducting federal income tax or social security or for contributing to the state industrial insurance program, otherwise assuming the duties of an employer with respect to VENDOR, or any employee of VENDOR. 11. COVENANT AGAINST CONTINGENT FEES. The VENDOR warrants that he has not employed or retained any company or person, other than a bona fide employee working solely for the VENDOR, to solicit or secure this contract, and that he has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the VENDOR, any fee, commission, percentage, brokerage fee, gifts, or any other consideration contingent upon or resulting from the award or making of this contract. For breach or violation of this warranty, the City shall have the right to annul this contract without liability or, in its discretion to deduct from the contract price or consideration, or otherwise recover, the full amount of such fee, commission, percentage, brokerage fee, gift, or contingent fee. Page 3'fl8 of 993 12. DISCRIMINATION PROHIBITED. The VENDOR, with regard to the work performed by it under this agreement, will not discriminate on the grounds of race, color, national origin, religion, creed, age, sex or the presence of any physical or sensory handicap in the selection and retention of employees or procurement of materials or supplies. 13. ASSIGNMENT. The VENDOR shall not sublet or assign any of the services covered by this Agreement without the express written consent of the City. 14. NON-WAIVER. Waiver by the City of any provision of this Agreement or any time limitation provided for in this Agreement shall not constitute a waiver of any other provision. 15. TERMINATION. a. The City reserves the right to terminate this Agreement at any time by giving ten (10) days written notice to the VENDOR. b. In the event of the death of a member, partner or officer of the VENDOR, or any of its supervisory personnel assigned to the project, the surviving members of the VENDOR hereby agree to complete the work under the terms of this Agreement, if requested to do so by the City. This section shall not be a bar to renegotiations of this Agreement between surviving members of the VENDOR and the City, if the City so chooses. 16. DISPUTES. Any disputes that arise between the parties with respect to the performance of this Agreement, which cannot be resolved through negotiations, shall be submitted to a court of competent jurisdiction in Palm Beach County, Florida. This Agreement shall be construed under Florida Law. 17. NOTICES. Notices to the City of Boynton Beach shall be sent to the following address: Lori LaVerriere, City Manager City of Boynton Beach P.O. Box 310 Boynton Beach, FL 33425-0310 Notices to VENDOR shall be sent to the following address: Maggie Rossman-Roach President 11449 Deerfield Road Cincinnati, OH 45252 18. INTEGRATED AGREEMENT. This agreement, together with attachments or addenda, represents the entire and integrated agreement between the City and the VENDOR and supersedes all prior negotiations, representations, or agreements written or oral. This agreement may be amended only by written instrument signed by both City and Professional. 19. PUBLIC RECORDS. Sealed documents received by the City in response to an invitation are exempt from public records disclosure until thirty (30) days after the opening of the Bid unless the City announces intent to award sooner, in accordance with Florida Statutes 119.07. Page 309 of 993 The City is public agency subject to Chapter 119, Florida Statutes. The Contractor shall comply with Florida's Public Records Law. Specifically, the Contractor shall: A. Keep and maintain public records required by the CITY to perform the service; B. Upon request from the CITY's custodian of public records, provide the CITY with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in chapter 119, Fla. Stat. or as otherwise provided by law; C. Ensure that public records that are exempt or that are confidential and exempt from public record disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and, following completion of the contract, Contractor shall destroy all copies of such confidential and exempt records remaining in its possession once the Contractor transfers the records in its possession to the CITY; and D. Upon completion of the contract, Contractor shall transfer to the CITY, at no cost to the CITY, all public records in Contractor's possession All records stored electronically by Contractor must be provided to the CITY, upon request from the CITY's custodian of public records, in a format that is compatible with the information technology systems of the CITY. E. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS: JUDY PYLE, CITY CLERK 3301 QUANTUM BLVD., SUITE 101 BOYNTON BEACH, FLORIDA, 33435 561-742-6061 PYLEJ@BBFL.US 20. SCRUTINIZED COMPANIES -- 287.135 AND 215.473 By execution of this Agreement, Contractor certifies that Contractor is not participating in a boycott of Israel. Contractor further certifies that Contractor is not on the Scrutinized Companies that Boycott Israel list, not on the Scrutinized Companies with Activities in Sudan List, and not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or has Contractor been engaged in business operations in Syria. Subject to limited exceptions provided in state law, the City will not contract for the provision of goods or services with any scrutinized company referred to above. Submitting a false certification shall be deemed a material breach of contract. The City shall provide notice, in writing, to Contractor of the City's determination concerning the false certification. Contractor shall have five (5) days from receipt of notice to refute the false certification allegation. If such false certification is discovered during the active contract term, Contractor shall have ninety (90) days following receipt of the notice to respond in writing and demonstrate that the determination of false certification was made in error. Page x'10 of 993 If Contractor does not demonstrate that the City's determination of false certification was made in error then the City shall have the right to terminate the contract and seek civil remedies pursuant to Section 287.135, Florida Statutes, as amended from time to time. DATED this day of 20 CITY OF BOYNTON BEACH Lori LaVerriere, City Manager Signature of Authorized Official Printed Name of Authorized Official Attest/Authenticated: Title (Corporate Seal) Judy Pyle, City Clerk Approved as to Form: Attest/Authenticated: James A. Cherof, City Attorney Secretary Page xl 1 of 993 EXHIBIT A SCOPE OF SERVICES Section II —OBJECTIVES, REQUIREMENTS AND TECHNICAL REQUIREMENTS 1. OBJECTIVES OF THE RFP The City of Boynton Beach is seeking to enter into an Agreement with a responsive and responsible Proposer qualified to provide and install vehicle exhaust removal systems in various Fire Stations within the City of Boynton Beach, per the terms, conditions and specifications in this RFP in a timely and cost effective manner. The City was awarded a grant by the Department of Homeland Security (FEMA) for these services. 2. CONTRACT TERM AND ADDITIONAL CITY LOCATIONS THAT MAY BE CONSIDERED FOR VENTILATION EXHAUST SYSTEMS The City may over the next five (5) years wish to install vehicle exhaust extraction systems at other Fire Station locations and/or other City locations. The City is seeking an Agreement for an initial term of three (3) years, with two (2) additional one-year renewal terms based upon satisfactory performance and mutual agreement of the City and the awardee. Pricing for each additional location shall be based upon the same pricing methodology used for this proposal and shall be negotiated per location. 3. TECHNICAL REQUIREMENTS A. Extraction System Overview 1. The exhaust system shall be designed to vent 100% of exhaust gases and particulate safely to the outside of the fire station. The exhaust system shall be designed and installed by factory trained and authorized personnel, certified by the manufacturer of the exhaust system. Manufacturers shall be required to have a minimum of five years of proven manufacturing experience in the manufacture of emergency vehicle exhaust extraction equipment. 2. The department shall be able to use the exhaust system for performing engine and pumper checks indoors. 3. System must be designed for high temperature vehicle exhaust fire rescue applications. The system shall automatically activate, disconnect, shutdown, and reactivate upon return without human intervention. 4. Exceptions and Variances from any of the specifications outlined in these bid specifications must be acknowledged and listed on a sheet attached to your bid. Failure to list and acknowledge exceptions to the specifications will result in rejection of the bid. Page 312 of 993 B. System Description The exhaust system shall be a source capture system designed to handle exhaust fumes from diesel engines. The system shall address a total of 3 capture points (3 vehicle bays) housed in the following Station: Fire Station #3, 3105 N. Congress Avenue, Boynton Beach FL 33436 C. Specifications 1. System a. The vehicle exhaust removal system must be a "hands-free" system automatic activated system to allow emergency personnel to respond to the emergency at hand. b. The system shall automatically activate: when apparatus starts for egress as well as ingress to the station, and through additional options as stated within these specifications. The vehicle system must incorporate a timer (or comparable) which shall be easily adjustable. c. The timer control and the filtration or exhaust units with all components in place as a system must be ETL (Electrical Testing Laboratories) approved to UL 507 Standards, with documentation provided with submittal. d. The timer control must be 100% low voltage (24V max.) to eliminate shock hazards to personnel, with no high voltage incorporated in the controls. 2. Equipment a. The system shall be delivered and installed as a turnkey project with no requirement for station personnel involvement. b. The system shall be capable of capturing vehicle exhaust by means of filters or by expelling vehicle exhaust meeting NIOSH (National Institute for Occupational Safety and Health) and OSHA (Occupational Safety and Health Administration standards. 3. Safety a. Components of the system must be ETL (Edison Testing Laboratory) approved. b. Filtration units (if any) or fan unit must have an integral overload breaker switch to work in tandem with electrical panel breakers. c. Control unit shall be self-contained and able to be run manually as needed. d. LED (or equivalent) visible indicators shall be present to indicate unit power is activated. e. Fan/Blower unit shall be equipped with a fan motor overload switch to prevent overheating. f. Surge protection against electrical spikes damaging controls shall be provided. g. If particulate filters are to be used, the MERV rating based on ASHRAE standards must be listed and filtration manufacturer information included, to ensure safe levels of diesel particulate capture control. 4. Activation a. All supplied units must work in tandem with and include an automatic, hands free, low voltage (24V) or air actuated system with little maintenance will be required over the entire life of the activation system. b. If multiple units within a building are needed, the system power sequence start/stop shall have a 25 second sequence delay between pairs of units to prevent heavy power draw. c. A photoelectric-eye, flow switch, or CO/NO2 sensor shall activate the system. d. Each Bay shall have provisions for exhaust removal coverage. Page :913 of 993 5. Nozzle Attachment-Under Chassis Exhaust -Engine a. The Exhaust Capture System must provide complete, 100% exhaust removal at the source from vehicle start up to exit of the apparatus from the station. In no event shall the nozzle allow for the potential escaping of diesel exhaust into the bay area. A check valve in the tailpipe adaptor or some other method to seal off the backwash of toxic exhaust gases is required to stop contaminant from escaping into the bay area during high RPM engine operation or when the system is not powered up during a power failure. It is a requirement of this RFP that the system be capable of capturing 100% of exhaust gas and particulate even in the event the fan does not activate. Any nozzle that does not seal completely seal 100% around the tailpipe will not be accepted. NO EXCEPTIONS. b. The system shall be designed so that attachment of exhaust hose to tailpipe is accomplished with one simple motion by the operator. c. A rigid lower hose section with handle shall be provided to allow for easy hose connection. d. The nozzle shall allow for the introduction of ambient air to significantly cool the air stream inside the hose and prolong the life of the equipment. Any system that does not seal around the tailpipe and allow for cool ambient air introduction shall be eliminated. e. All adapters and nozzles shall be of similar size to allow vehicles to freely move from bay to bay Any Nozzle adapter shall not exceed 7-inch diameter to allow adequate ground to tailpipe clearance. f. Tailpipe adapter and nozzle must have inlet that is 5 inches or greater so, exhaust airflow is not impeded. Nozzle to flex hose elbow transition must also be 5 inches or larger to maximize airflow. 6. Installation Installation shall be performed by qualified installers with experience in performing installations of same type equipment. The City shall inspect each unit installation to verify installation for warranty reasons. Boynton Beach Fire Rescue Department will be responsible for the electrical energy source that will provide the proper voltage and current requirements of the electrical components within the system(s). The vendor shall provide all related instruction manuals to the city upon completion. 7. System Warranty Complete exhaust system warranty on all equipment and labor be for a minimum of 1 year. A warranty certificate describing the warranty must be included in the RFP submittal. Location and name of nearest service outlet should be listed in the submittal. Location of parts inventory shall be indicated as well. All equipment must be supplied by one system manufacturer with the complete system covered in its entirety by the manufacturer's warranty. Page A 4 of 993 EXHIBIT B FEES AND PAYMENTS K"KeGo *4 G"" mDIVISION OF CLEAN AIR CONCEPTS DATE: April 3, 2019 City of Boynton Beach 3301Quantum Boulevard Suite 101 Boynton Beach, Florida 33426 ATrENTILDN: Finance/PnocuremmntSemices REF: RFP NO.021-2210-19/IT-Vehicle Exhaust Extraction System Provide and install a fully automatic MaynoGdA`= Diesel Exhaust Extraction System for the source capture and the removal ofvehicle exhaust emissions from Apparatus'start uptodoor threshold. EQUIPM ENT, MATERIAL AND LABOR PRICE: Three Drop MagneGripTM Straight Suction Rail and Vertical Stack Track Exhaust Removal Systems Package Includes: = (%)SS0M'6O1SucbonRoi|oystomsoomp|etewjihS"|nchhightampmratunahomo,with{1}lr)Uey Assembly with external guide wheels, (1) MagneGhp Nozzle Assembly that seals completely around the tailpipe tocontain contaminated air and (1) Adaptor assembly that provides easy connection and cool air induction per rail. ° (1) 530630-05 Extreme High Temperature Lower Hose rated at 850 degrees, with Handle Assembly � (1)VSR,6O1DVertical Stack Rail Drive Thru ° (1)CF363-5 MagneGrip Exhaust Fan Model CF363 with durable powder coating and of continuous welded construction throughout. Fan has anefficient backward incline,spark resistant fan wheel and is rated at5hp33O8 cym @ 6^sp, meets AM[A #2 standard and bench balanced toANSI Standard for stability. Fan shall bewired for three phase. � (1)SOO179-O@Wireless Auto-Start Control Panel|nNEMA 4X enclosure with automatic start/stop operation. Entire assembly |s UL/CUL listed with timer, manual override switch, and wireless capable. � VNne|eus receiver,transmitters and pressure sensors for automatic system activation. ° (1) SO01S7-1213"Up-blast Back Draft Damper Type Rain Cap HazlVeok EXHAUST REMOVAL SYSTEMS eumalle 11haust Removal Systems 11449Deerfip|dRoad I Ondm`at|.QH4B42 513'489'*448 800-8/551*247'2502 | ema|!;|ofo&mmgnegrip.cum www.mmagnegrxp.com �� [�@Qeu /5Of993 A DIVISION OF CLEAN AIR CONCEPTS • Electrical Power Wiring from available supply to control panel and to fan. Safety disconnect for fan motor. Does Not include any subpanels if required,and excludes any modifications required to bring service to code. • Tailpipe Modifications as required but, limited to vehicle tailpipes; from the muffler out. Large modifications and severely damaged tailpipes may be excluded. • All spiral ductwork, lateral connectors,dampers and hangers for Class 2 Mechanical Installation included. • Adjustable Telescopic Support Legs to hang rail or track systems • Shipping to Job Site, Included Factory provided labor to install above system to provide a complete turnkey project • Start up and Field Training • Equipment is 100%American Made by an IS09001-2015 Company STATION #3 PRICE...............................................................................................$54,015.00 TERMS: * Does not include roof penetration and sealing, if required * Net Due upon Receipt of Invoice * Pricing does not include any state taxes, sales tax or special tax if required. SUBMITTED BY: ACQPTED BY: Clean Air Concepts Sign Print WA) -- Maggie Rossman-Roach, President Title Date Date PO#, If Required Ham _VJ, MEWY4 SYSU�l F Wangt RefflaW 114419 Deerho-,H Road Ondnna,',i,OH 4,�3)42 1 511489 4440 1 900-875. 440 1 Fax.5131-247-2502 1 www.magnegrip.com Page 1,916 of 993 q m m 0 � (Y) ¢ 2 n � \ \ \ \ \ : ( \ {\) \ 7 { \ \ \ / / / / \ / / \ / \ ( \\ - / 2 )m \ { / / cl ! Z ch ) - in { \ ) § |) / �z zl . , r 00 < / § 7 _ ) - ® 8 , ~ (/ _ , cl _ > © g ! \ (; ! 2\ ) § \}\ Q ( \ § G \ §a GE \\ / - / U � ° ` / ) `k �` \ / �E f /\§ D : ± 0- - , :e : ( R x z \ ) ) ) : ) ` ( !) !/ �z U / , - - w »/® G / 2 0) 5 !§ !2 *) )! * % ) \LU ) \z () _ _ Of )\ )_ ) § [\\ \ \ \ \ (\ \\ \ \\ \\ )\ (\ \ ) \ \ \ \\ W"KeC74 GUO DIVISION OF CLEANAIR CONCEPTS .......... ....................1.1. ....,. ............. ....... .......1- ........ ........_..... .. ......... ,............................ April 3, 2019 EROPQEAL FOR., City f Boynton Beach 3301 Quantum Boulevard Suite 1 Boynton , Florida Finance/ProcurementFinance/Procurement Services REF: RFP NO. 021-2210-19/IT-Vehicle Exhaust Extraction PROECT SCOPE: Provide install a fullytic MagneGripTm Diesel Exhaust Extraction System r the sourcecapture removal vehicle s emissions from Apparatus' start up to doorthreshold. EQUIPMENT, MATERIAL AND LAB CE: Three r ri TM Straight Suction Rail and Vertical Stack Track Exhaust Removal Systems Package ncl s: (2)SSRM-601 Suction Rail systems completei "inch hightemperature s ,with O Trolley Assembly i external guide wheels, (1) MagneGrip Nozzlel is completely around the ll i e to contain contaminated it and ( ) Adaptor assembly that provides connection and col air induction per rail. • ( ) 530630-05 Extremei r toLower Hose rated at 850 degrees, with Handle Assembly • ( ) VSR-601D Vertical Stack Rail Drive Thru • (1) CF363-5 MagneGrips l CF363 with durabler coating of continuous welded construction throughout. Fan has an efficient backwardincline, spark resistant h I and is rated at 5hp 3 " , meets AMCA #2 standardcbalanced to ANSI Standard for stability. Fns II be wiredfor three phase. 500179-08 WirelessAuto-Starto I Panel in NEMA 4X enclosurewith automaticstart/stop operation. Entire assembly i listed withtimer, manual override switch, and wireless capable. Wireless receiver, transmitters and pressuren for automatic system activation. ( ) 157- 2" Up-blast Bac r r Tye Rain EXHAUST REM OPAL T J �i REFI zlC I sn®umattn Exhaust Removal Systems ;449 ;ledd Road I anrtrtat�,OF,45242 , 513-489-4440 800-8755440 1 Fax:513-247-2502 1 emafl:'nfbq.magnegr;p,com www.magnegrip.com Page 318 of 993 wq"G46"" A DIVISION OF CLEAN AIR CONCEPTS • Electrical Power Wiring from available supply to control panel and to fan. Safety disconnect for fan motor. Does Not include any subpanels if required, and excludes any modifications required to bring service to code. • TailpipeModifications as required but, limited to vehicle tailpipes from the muffler out. Large modifications and severely damaged tailpipes may be excluded. • All spiral ductwork, lateral connectors, dampers and hangers for Class 2 Mechanical Installation included. • Adjustable Telescopic Support Legs to hang rail or track systems • Shipping to Job Site, Included • Factory provided labor to install above system to provide a complete turnkey project • Start up and Field Training • Equipment is 100% American Made by an IS09001-2015 Company STATION #3 PRICE...............................................................................................$54,015.00 TERMS: * Does not include roof penetration and sealing, if required * Net Due upon Receipt of Invoice * Pricing does not include any state taxes, sales tax or special tax if required. SUBMITTED BY: ACCEPTED BY: Clean Air Concepts Sign Print Maggie Rossman-Roach, President it Date Date PO #, If Required I=EXHAUST RERMNAL WSYSTIEMIFS9 AIR® yFICATION 9 $7 kaffmatle Exhaust Removal systems 11449 Deerfield Road I Cincinnati,OH 45242 1 513-489-4440 1 800-875-5440 1 Fax:513-247-2502 1 emaii:info@magnegrip,com www.magrye grip.corn Page 319 of 993 § \ 0 000 00 k § ! § } q i 9 I 2 0 LLI § i q _ ] § q § ° § \ 2 U ¢ D § § W f b 2 L § Z L e § ; ¥ x L ) \ ) Z > q Z� e § o f E f o \ 0 k \ 0 LU ) K # LL 2 / w § \ § & ! I § U§ \ j E � \ ! E ] d § 3 2 § \ § \ \ Ui2 § 0 § \ § r k � Q ( ; R d j § § 7.B. BIDS AND PURCHASES OVER$100,000 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve utilizing the Polk County bid for utilities construction services (BVP#14-156) with Killebrew Inc. of Lakeland, FL for underground utility work on NE 1st Street at an estimated cost of$152,808.49 and a contingency of$15,000 for unforeseen issues that arise during construction for a total estimated amount of 167,808.49. EXPLANATION OF REQUEST: As part of the underground utility work associated with the Town Square Project, a new 12" water main has been installed, headed north to Boynton Beach Blvd., on SE 1St St. beginning at SE 2nd Ave replacing an outdated 10" asbestos cement water main. In order to connect the newly installed 12-inch water main to the existing water main located on the north side of Boynton Beach Blvd. on NE 1St St., the Utilities department recommends utilizing the horizontal directional drilling method. Horizontal directional drilling (HDD) is a minimal impact trenchless method of installing underground pipe. In anticipation of development of the Cottage District and Ocean Breeze East, the new installed water main will be extended to Martin Luther King Blvd in the near future. The opportune time to install the new water main is at this moment, in order to take advantage of the underground utility work underway in the area to avoid disrupting the street later after is has been restored. The Scope of Work detailed in the request for Bid includes the following general items: • Task 1 — Horizontal directional drilling (300 linear ft. of 12 inch water main) • Task 2 — Connection to existing water main • Task 3 — Maintenance of Traffic • Task 4 — Site and Pavement Restoration HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? The approval of this piggyback will allow City staff to issue a purchase order, based on the unit costs provided by the Polk County contract for utilities construction services bid (BVP #14-156) with Killebrew Inc., to perform this potable pipeline replacement project. Water main replacement will provide increased capacity and reliability for the distribution of potable water and increase availability of fire flow water to this neighborhood. FISCAL IMPACT: Budgeted Budgeted. Budgeted C I P Renewal and Replacement Account number: 403-5000-533-65-02 WT1802 ALTERNATIVES: • Issuing a bid for these services, which may increase cost of items previously bid. in this case the City benefits from bid pricing secured by a governmental agency offering a larger scope of work. • Using conventional excavation would disrupt traffic on Boynton Beach Boulevard and would extend the Page 321 of 993 construction duration resulting in increased expense to the City. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Addendum Killebrew proposal -Boynton Budget D Addendum Polk County Award Letter D Addendum Boynton Conceptual D Addendum Annual Bid Page 322 of 993 y OI OI O O O O10 O O O O OI O O O O O O C) C) O C) V O O O O O OO O O O O O O O O O O O 0.0 O O LO In O O O'.O O O O O CD O O O O O O O i In O C) N d O N N N O O O In O In O 00 In O O O LO In O N (O LO OO N N (D O O OO LO O r— LO OO O Cl) LO V N N O: Cl) N Q (D: &D): ER _- ER ER - L (fl M ER N: _- N&D) ER N_- LD ER: : ER :ER ER ER ER ER: ER ER - r x LU O LO LO O O O O O O O O O O O O O O O CD W) O O O: V: V O 0 0:0 O O O O O: O O O O W) W) O:I- O O N OO' O LO LO LO O r- O In O O' O (O In O N N 0LO V O: ER ER V N N LO M V r— LO V M V N N ER ER ER-ERN ER 'i OO : ER ER ER:ER ER ER ER N ER: ER ER ER ER ER d (D 61) N I I I I I A (`7 7 O Q: LL LL Q Q >- LL LL Q' LL � LiJ, J J U U U U (4 (4 W W U (4 (4 J J W W LU LU = J 4- 0 LL ('7 ar 'a O O (O (O (O (O O O O N N O O O O O O O.0 O O N W r O C) O M (M (M I Cl) LO LO LO LO In N N 0 0 0 0 (O LO (Y) Lo Lo LO LO LO LO r V �j U) N W C p a) o IL E r r E U) r ` N Y L m L H L m a): W d _ a) O E Cl) C /^ � : O E : V Y LU p U O v O o O p Q L O } L N O N vrn a) U y N r C ia) : LL a): V t m L N.. c .N -o U.. •> >� .. 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M N V V.V LO 'T m Florida's Crossroads of Opportunity � �� Board of County Commissioners NOW' 330 West Church Street, Room 150 PHONE: 863-534-6757 PO Box 9005 • Drawer AS05 FAX: 863-534-6789 Bartow, Florida 33831-9005 WWVf.P0il,-COLlty,1-1 t w COUNTY PROCUREMENT DI'VISI N July 23, 2014 VIA EMAIL ONLY. BILL p@KILLEBREWINC.NET Killebrew, Inc. Mr. William C. Thomas IV PO Box 6258 LAKELAND, FL 33807 Subject: Annual Bid 14-156, Utilities Construction Services Dear Mr. Thomas: This letter is to inform you that the Polk County Procurement Director awarded the subject bid to your company as the low bidder. The new bid will be in effect on August 1, 2014. All work orders assigned on or after that date will reflect the subject bid name, number and purchase order number. Please contact Tim Todd, Utilities Division, at (863) 298-4191 for further instructions. If your insurance expires during the contract period, a renewal certificate must be submitted. If your insurance for this contract lapses while the work is in progress stop work immediately. Further work on the project is prohibited until an insurance certificate is submitted and written authorization is received from the County. Sincerely, Terry Marvin Procurement Specialist cc: Tim Todd, Utilities Division Neil Rine, Utilities Division Fran McAskill, Procurement Director Dawna Thompson, Finance and Accounting Bid file #14-156 COMMISSIONERS:R.Todd Dantzler,Chairman•George Lindsey,Vice Chairman•Melony M.Bell•Edwin V.Smith•John Hall Page 326 of 993 r. f til � 1l � 3 Would Need to Start B�rpry pprox 80'C.7lJ �i,��l 6 i ,� i:� I, � � � �t� ',I I, �._�-•�,--- ioth of Boynton Beach Blvd Travel r� w r° i ht3 Way to Ensure Depth i IIS- i, x x -------------------- Gen,era] Surface Topograpf, SQil Ctes�n ion--------- Site�pecnc�ations Bore Path f�Cesults ______---- -------------------------- -________--_-_-_- - - _ _-_____-__________ __________ Path Method Depth of Cvn er l f fP 'i Enter Angles ; Advanced Bore Construction Path Specification Pipe Entrance 1;2.00 Degrees Pipe Exit l209 Degrees 1 Fall -Built Lengths Ll 7C ft Additional length required for installation and contraction � �e Bend radius e 206-0 ft 0 Locations, Lergihi 3,55 fi I -<...... ........ ......... ........ ........ ........ ........ ........ ........ ......... ......... ........ ........ ........ ........ ...............> I Bore Entry: -72:[x° Bore Exit(target�: 72:[x° 10-C t 80' we can be the required 1 ' deep. U3Xr Depir �Rad,L,s=�D5.4 fl Ra :ua=M,5.4 fl fly cL . 1hr=143:3ff ArcL=e2ih,=f43.5ff Z,[ft] I L X ' I [ff].20 43 &D 513 11 5D T,21 L=0 t hi 14. # -----------15,3 255----------- ZZ-5-- -------- 2-40 W ---2--ISO 1.25 _________ _________ _________ _________ _________ _________ _________ _________ ___________________13 i 5* y 22 ( s L� UUSS k ' i Pipe burst the 11�»1 balance of the 10" WM with 12" HDPE north to MLK. 77 s: V . ss r Page 328 of 993 AWARD INFORMATION FOR BVP # 14-156 Utilities Construction Services AWARD DATE August 1, 2014 AWARDED TO: Killebrew Inc. ADDRESS PO Box 6258 Lakeland, Florida 33807-6258 PHONE NUMBER 863-701-0273 FAX NUMBER 863-701-9204 EMAIL ADDRESS bill@killebrewinc.net CONTACT William C. Thomas IV CONTRACT PERIOD August 1, 2014 through July 31, 2019 Page 329 of 993 AT "ACEMZNT A BV.ANNUAL DID COVER PAGE&CEEGKUIST The Cor&actor must complete and submit this AuscAIment. Ws AtiIachment shall be the cover pap for the Contrachxs BV Annual Bid Submittal. Con "Id not modify the format of any of the reqs Wachments. All Aft6ments can be &mnloaded in lS Word forma tmfine on dw Coto 's FrP Site at: The User id is -procurmndce, password is -stalitalWon". If the SubmitW has moddied Atutchatents or exowds the maxmtum number of Vis,the Contractor may be dlsqualifled and deemed non-responsive. Ply bind all Aftachmenutogether. Bid N . I4-'lir Bid . trMrrM COMMUMON SMVIC S ConusaWs Num K lleb",Inc. PO Box 6258 Carr. Lakeland State; F zip C °. 33tIt37-+6 Nu CGC1515807.CI_IC1224160-CFC1428425-60664 Bushm Tax 1737 By sigan below, ire Coniractor acknowledges tbA t y have care" exammed all BV Annual Bid Soiitaimfion documents and undnshmds all ' . �temand cotWitiovm-and that all swomonts, Inform adoi% sal, and schedules nbmtftd o"m response to dw BVP are currevt completer, accurate.tn^and of CMW Nam, William C Thomas IV phone. 863-701-0273 Fax: 863-761-9204 bill ill Vinc,net 31 Page 330 of 993 Utilities Consuvation SWAM BVP 14-156 The fallowing documents,are mired for this Strbbouttal(please mark off each doww=t to adnowledge the documa t is being submitted in,the proper fitmat): A Complete as comer pW in tie Submittd Attanw B Pill in All required Wwmdoa on Proposd ftm and Praposd its AttedanoutC Completesand (2)Project Approach Plan&Prcdect S Attachmentl) Canplate and aft*(2)RA Phu and VA Plan ftnud) Attwhneatli Refixence List&Past Pe 6nnance blarmation Some Arackineut E Comp)w and abunt sinvep quesdonnshm for e t CTftW Team Member AMKhmentF Project Scope of SWV=s—Wd a Main bwWmaents AtOwInneut tl Prgje d Soaps of Service.Emarge y Repm Rddbft i Nae-Collecuionr Affidavft of Prime Bidder E Sit 2 HidBoo BxbM* 5peciat Letter of Doodability i3 Conditions BE"V'ALUR SUBbUrtAL CEWCXM"�"Awl►FORMAT 711 Convackw mad and mft*dtis c�hteakliSt along with the BV Annual Bid Sit Tins BV Sal Chocklid is na camod in the 16 page BV S Fabling to answer„or answexing'Nor to a ►of dw questions below may resuk in disqualification. ca tion. 1.. B dm BV A=W Bid Submittal 8 pages or legalYes [I No 2. Does the BV Annual Bid Sum contain no names,peA l jec%or E, Yes Ej No infmastim that may be used to identify who the firm is? I to you understand that the coaftts of deer BV Awmal Bice Submittal ill pat oftitm award documents? No gr 4. Do you your Submittal may be disqualified if you fail Yes Wo to meet any ofth a above requirements? 32 Page 331 of 993 Utilities Conshuction Servibm 13VP 14-156 ATTACEMNT B BIOD PROPOSAL Overvkv Each Crifical Team Member is required to have PPI (as oWinW in the Solicitation and Aftachment R)Please completeform and submit it with;your submittal. CUMCAL TVAM W3EBERS Name sof Geami Contmetur. Name of Project . i mas 1N Name of She Superintendent: h a Price Sheet Total total rqmcrds the sum of the prk=as mftittcd on the pdce sheets. $ 884,81315 (P E-1 tbiu B-15) ADDEMUM ACKNOWLEDGENWff Contwtor acUowledges roccipt of the following addenda, and has ,incoMmated t requirements of such addenda into the all addenda issued for this BV Annual Bid): No. 1 Doe 5127114 No. 2 Date 613114 No.3 Daft 615114 No. Date No Date No. Date 33 Page 332 of 993 .- s+a u� v Ui un n ces str res �' �arcv n V K yyy0rj........ IT t' `c77 G77a0�jai3n. 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N r- s-(e't S V cc 0) rL C Oco co C{Ly74[? 4C? re(PCQ $4"31dg4103tb(p7CRq'to (U0(00 77T? 1 Ole CW, IL CY >A s j i• M iA r^ C^J LOF- Gp r73 ear V) i) W) t[3 47 LO �i`F CP td7� U) LO LO 4"J 4"J t 1 iWY 4t`i 47 Ih 4F# 1i7 9 ATTACHMEENT C PROJECT APPROACH PLAN This template should be used. The Project Approach(PA)Plan should identify the Contractor's approach to meet the PMWs,requirements with a plan that meets time and cost goals, The Project Approach milestones should be prioritized(list the most important milestones fffst). The Contractor may add or delete Project Approach Claim table templates,but do not exceed the 2-pa limit for this section. Do not include any identifying information in your PA Plan. Information listed under the"Documented Performance:"line may describe where the Contractor has used the approach or solution previously,and what the results were in terms of verifiable metrics. Immediately call/meet County's Project Manager(PM)to review/discuss scope to ensure comprehensive,thorough understanding of PM's desired results for the water main(WM)improvements project, to include asking if the 9"WM size was selected by hydraulic modeling Project Approach#1 or field fire hydrant testing of the existing fire hydrant to ensure the Milestone: required flow rate from the new terminus fire hXdrant will be provided. Documented Performance: Documented success on approx. 500 projects in the past 4 years. Project Approach#2 Immediately call Sunshine OneCall(811)for utility locate service in Milestone-. proposed work site for subsurface utility SV loratory(SM work. ,_ Documented success on over 1,000 projects in the past 10 years. Documented Performance: gecLuired by law. Prepare base drawings for design using aerial photography,property,& Project Approach#3 parcel data(data obtained from water management districts,property Milestone: Mpraiser,-local&state S220phic infbrmation astern officSs). Documented Performance: Documented success on gprox. 200pKo Lects in the past 4 years. Conduct SUE work at site no sooner than 2 business days after 811 call Project Approach#4 to find/locate existing utilities that were marked in work site.Verify Milestone: dep!h of existing WM.Dqict found utilities on base drawjW. Documented Performance: Documented success on N rox.200 projects in the t 4 �L_ Las years. Identifyavailable routes/options/issues on base drawings for WM improvements(WM connection point issues,groundwater,soil conditions,existing utilities found,maintained vs.platted R/W,storm drain crossing,traffic and pedestrian corridors,maintenance of traffic and pedestrian (MOT)plans,potentials for lane shifts or road/lane closures, landscapingistructures close/in R/W);review/discuss these with PM to build consensus on selected WM route and design approach to safely and satisfactorily negotiate existing utilities,storm.drain crossing, and MOT plan.Directional boring may be desired depending on site-specific variables mentioned in this milestone.FDOT standard indexes may be useable for MOT or a customized MOT plan may be Project Approach#5 needed depending on site-specific conditions and proximity of proposed Milestone : WM alignment to existing vehicle travel lanes. Documented Performance: Documented success on N&xox.200 projects in the past 4ears.y Page 348 of 993 Finalize WM design plans(signed,sealed by FL PE),including the required vertical deflection under the existing storm,sewer to obtain a minimum 12"vertical separation(per PCU standard GR-16),MOT plans(FDOT Advanced MOT trained certified),temporary construction meter location and bacteriological sampling points. Prepare permit applications for DOH and R/W utilization(FDOT or County RTW, unclear in scenario statement),and utility notification letters to utility providers of proposed work(R/W permit application requirement). Submit to PM for signing of permit applications and subsequent Project Approach#6 submittal to permitting agencies.Provide PM at least 3 sets of FL PE Milestone: si ed and sealed plans for LK insqor,and C21T!Y's file. Documented Performance: Documented success on appLox.200 projects in the part 4 years._ Project Approach#7 Milestone: Pre acre bud et for construction costs and submit to PM for PO issuance. Documented Performance: Documented success on aMrox.300 projects in the past 4 years. Obtain permits from permitting agencies,obtain PO from County, schedule and conduct preconstruction meeting.Conduct site pre-video to document preconstruction site conditions.Prepare 2-week took ahead Project Approach#8 schedule and Weekly Risk Report.Request County to exercise existing Milestone: valves that mg be used to accommodate WM tie-im Documented Performance: Documented success on approx.200 e pro j cts in the past 4 years. Survey layout proposed WM route and R/W line(s),to include locations Project Approach#9 of fittings,valves,and hydrant. Submit lane shift or road/lane closure Milestone-. Tquests to Polk Coin ty Transp2rtation De t. if applicable to MOT plan. Documented Performance: Documented success on,qTrox. 500prjo ects in the past-4 years. Project Approach#10 Construct WM and restoration to fullest extent without having DOH Milestone: . clearance.Conduct periodic prooss meetia2 as CoLn !Iests. Documented Performance: Documented success on!pZrox. 500jects inthegart 4 years. pp Perform integrity tests of WM improvements(poly swab, Project Approach#11 chlorinate/bacteriological sampling,and pressure testing). Survey Milestone: constructed impLovements for use to pTLQre final record drawings., Documented Performance: Documented success on approar._500pro jects in the past 4 ears.y Project Approach#12 Prepare draft record drawings,DOH clearance package, and submit to Milestone: PM,for sipigg,then submit same to DOH for clearance. Documented Performance: Used on gyrox.200 projects in the past 4 yews 100%successfully, Receive DOH clearance,make final WM tie-in,and finalize site Project Approach#13 restoration.Prepare final record drawings(PE and PLS certified);submit Milestone: to PM with CSV,DWG,and PDF files for GIS. Documented Performance: Documented success on!pprox.500 pKo jects in the past 4 years. Page 349 of 993 ATTACHMENT D RISK ASSESSMENT PLAN This template should be used. The Risk Assessment(RA)Plan should address the risks that the Contractor does not control. The risks should be prioritized(list the greatest risks first). The Contractor may add or delete Risk table templates, but do not exceed the 2-Rig limit for this section. leo not include any identifying information in the RA Plan, Information listed under the"Documented Performance'line may describe where the Contractor has used the approach or solution previously, and what the results were in. terms of verifiable metrics. Unknown and/or unmarked buried utilities within the work site that were found Risk#1 Description: during construction and not during.SUE work, Could prevent project from being constructed,delay construction of project,or ;Risk Impact f Why is cause substantial modifications in design if such utilities aren't found from 811 this a rusk: call and SUE work. First notify PM of unknown/unmarked utility found during construction that was not identified/found in the design phase,.If said utility prevents project Brom being constructed in R/W,then pursue utility easement(s)from adjacent land owners.If delay or design modification occurs from said utility,field- coordinate with utility owner to relocate,hold,or protect that utility during WM construction or modify design to adjust WM alignment/location and/or install fittings to clear over or under that utility like we know will have to be done to go under the existing 1.8"storm pipe that is only 30"deep.Regardless of solution selected,maintain close communication with PM on options and Solution: the selected solution. Documented Performance: Documented success on approx. 504 projects in the past 4 years. If the County changes the PM for the project or if other County representatives begin to give directions on project design or construction that are contrary to Risk#2 Description: directions&en by PM or change,sc222 of pLoLect. Risk Impact/Why is Such a change will cause delay in completing the project and may cause this a risk: substantial re-desi and/or construction modifications in the Field. County must keep one PM on a project from beginning to end and have all other County representatives communicate with and through that PM so that the Contractor maintains good,comprehensive communication with the PIM to ensure project intent,scope,and schedule are maintained with little disruption Solution, from other Coun_ representatives. Documented Performance. Documented success on approx.500 pLojects in the past 4 years. Maintained.R/W instead ofplatted/dedicated R/W within WM work site may present ambiguous R/W lines such that the proposed/designed location.of WM Risk#3 Description: may need changing. This may present ambiguous R/W lines such that the proposed/designed WM Risk Impact/Why is location may need changing.Adjacent land owners may disagree where their this a risk: p operty ends and R/W begins. Have site surveyed prior to finalizing the design so that maintained R/W is Solutions clearly established before the WM route is chosen. Documented Documented success on approx.20 projects in the past 4 years.No utility Performance: improvements.have been built outside of a public R/W or utiliy easement. Page 350 of 993 Existing valves on existing WM do not ftmcdon properly to shut off water to Risk#4 Description- make the connection to the new WM after DOH clearance is received. Risk Impact/Why is Water must be shut off to the end of the existing WM in order for the this a risk: connection of the new 8"WM to the existing WM to be accv lisped. Replace existing,failing valve(s)or use a temporary line stop on the existing Solution: WMA Documented success on approx.200 projects in the past 4 years using either solution identified above.This risk is realized approximately 5%of the time Documented when making"end to end"pipe connections. Selecting which solution is best is Performance: ap!joect and site-specific decision. Risk#5 Description: Existing WM is not restrained. If existing WM is not restrained,water must be shut off a substantial distance upstream of connection point such that the existing WM does not"shift" Risk Impact/Why is underground and potentially pull itself apart.This may put customers out of this a risk: water and/or compromise,a p2rtion of the Sx�t WM. Shut water off via existing valve or line stop far enough away from connection point so that the existing WM does not shift and pull itself apart.Provide temporary service line to customer(s)if their service cannot be interrupted for Solution: the&y of connecting the new WM to the existing WM. Documented Performance: Same as#4. Existing WM is of a material(cast iron,asbestos-cement,class-rated PVC Risk#6 Description: pipe)that is fragile or its inteE•y is in question. Risk Impact/Why is this a risk: A sound,leak-proof connection of the new WM cannot be achieved. Remove and replace the existing pipe to the nearest fitting,which should be at Solution: or close to the existing FH. Documented Performance: Same as#4. Risk#7 Description: New terminus fire bydrant does not yield desired fire flow rate. Risk Impact/Why is this a risk: -Re aired fire flow will not meet Fire Marshall's flow reuirements. Perform hydraulic analysis of existing water main/system with the proposed 1,000-ft of 8"WM and new terminus fire hydrant prior to finalizing WM design to determine if 8"WM may need to be larger in order to reduce its Solution: -headloss to facilitate the new fire hydrant yielding the rewired flow rate. Hydraulic analyses are routinely performed by County,its consulting engineer, or the design engineer prior to identifying/selecting the WM size.The County maintains water system-wide hydraulic models that are used for modeling Documented proposed improvements for WM sizing to be sure modeling shows needed Performance: results are achievable. Page 351 of 993 VALUE ADDED PLAN This template should be used. The Value Added(VA)Plan should identify any value added options 0 ideas that may benefit the.Countw. The value added claims should be prioritized (identify the most important claims first). The Contractor may add or delete Value Added Claim table templates,but do not exceed the 2-lLape limit for this section. Do not include any identifying information in the VA Plan. Information listed under the"Documented Performance"line may describe where the Contractor has used the approach or solution previously, and what the results were in terms of verifiable metrics. Only use percentages of base costs for each claim. Do not include any dollar amounts. Contractor should note whether the claim is an additive or deductive change. Consider alternate construction techniques(directional boring or jack and boring)to supplement or replace conventional open-cut if existing utilities are congested such that open-cut construction may be not possible in Item #1 Claim: some or all of the,pEqposed WM corridor. Allows construction of the 1,000-ft of 8"WM and setting of the terminus How will this add value? FH without obtaining easement(s),design changes,gesor delay of pLo . n ject Documented success using alternate techniques routinely on over 500 Documented Performance: projects in the past 4 years. -50%to Cost Impact(%): +5%to 100% Schedule Inn pact(1/6): +100% Consider acquiring utility easement(s)if existing utilities prevent placement of the proposed 1,000-ft of 8"WM and the terminus FH in the Item#2 Claim: existing RJW re Bless of construction technis),ern plqyed. How will this add value? Allows construction of the 1,000-ft of 8"WM and setting,of the FH. Documented Performance: The County acquires easements routine!y when no available R/W exists. Cost impact(%): +5%to+1000/0 Schedule Impact(%): +5%to+1001/o If a customer water service outage is eminent for the tie-in,consider Item#3 Claim: pEtormiM tie-in at n 4MjnE22j2!�A water usMe time. & _ How will this add value? Reduceleliminate customer water service outs e. Documented success approx.20 times in the past 4 years. Used on a case- Documented Performance: bX-case basis,d2ndin&if customer o is a concern. Cost Impact(%): 0% Schedule Impact(%): 0% If construction is in close proximity to edge of travel lane(<21 lane must be closed),consider utilizing a road closure and detour if site,conditions Item#4 Claim: allow it in lieu of using flagmen and daily lane closures for construction. Reduce maintenance of traffic cost and provides a safer environment for Have will this add value? the motoring public and construction workers. Documented Performance: Documented success approx. 50 times in the gMt 4)ears, Cost Impact(%): -20% Schedule Impact(%): -20% Page 352 of 993 Utilities Construction Services BVP 14-156 ATTACHMENT F WATER MAIN IMPROVEMENTS SCOPE OF SERVICES For the purpose of this solicitation the term "project"is defined as two separate scopes of work. One for a regular Water Main Improvement Scope of Service and the second is for an Emergency Scope of Service. Each submittal shall include one Project Approach Plan and Project Schedule for each scope. Water Main lmprovem tints—Scope of services include the installation of an 8"0944 water main to "tend the existing wafer main 1,040 linear feet ). The contractor will supply construction drawings,permits(Department of Health(DOH)and Right Of Way(ROW)use,clearance and as--built drawings to close out the project. The County has an exi ' g 8"water main and has the need to extend the water main 1,000 LF,ending with a fire hydrant.The existing water main terminates with a fico hydrant that will be left in service. The proposed water chain is a straight run of pipe with one storm drain crossing.The storm drain is 34" deep and 18"in diameter. The water main improvements should be completed using the Palk County Utilities Code Standards and Specifications. There is sufficient ROW for the installation,but there are numerous existing utilities within the RDW. 40 Page 353 of 993 _ W. �. I 3! I _,.4.—_7 _.,� ........... ......�_ ,..amu , , T T LOI 1 � I _ i I w a I T T4 C (a co 0 4Q v v V qr qr °t r ;2s k`... l qp 0 v c� f SO Lj vo I P 41 w til rtflq ,. d ATTACHMENT C PROJECT APPROACH PLAN This template should be used. The Project Approach(PA)Plan should identify the Contractor's ROoroacl to jgeet the P1giMt1s reguirements with a plan that meets time and cost goals. The Project Approach milestones should be prioritized(list the most important milestones first). The Contractor may add or delete Project Approach Claim table templates,but do not exceed the 2-Rgge limit for this section. Do not include any identifying information in your PA Plan. Information fisted under the"Documented Performance'line may describe where the Contractor has used the approach or solution previously,and what the results were in terms of verifiable metrics. Receive call from County's lead on-site Operations staff member who will serve as the County's project manager(PM)for communication and coordination purposes. Review/discuss emergency with PM to be sure we fully understand scope,extent,and nature of the force main(FM) rupture as best the PM understands it to be at that time.Ask PM to contact 911 if he hasn't already for a law enforcement officer to help manage traffic until we can get a maintenance of traffic(MOT)plan in place.Find out PM's opinion of pump station's discharge rate for an initial pump size/capacity selection.Immediately dispatch crew(or call in the on-call crew if rupture occurred outside normal business hours)to site with equipment(excavation and bypassing)to make repair and with Project Approach#1 traffic control devices to set up MOT to protect vehicular and pedestrian Milestone: traffic. Documented Performance- Documented success on g2rox. 100 ewerencies in the past 4 years. Assuming this is a County road,we will contact the County's Com-C office to notify them of the road4ane closure.If road closure is eminent, we will contact FDOT Maintenance staff to advise them of closure in case they may have a road closure nearby that might be detouring traffic along the road of the ruptured FM.Dispatch more vacuum and tanker Project Approach#2 trucks if PM does not think the County's is keeping up or if the PM Milestone needs to send-Coup ty's,trucks elsewhere. Documented Performance: Documented success on approx. 100 emergencies in the past 4 years. Immediately call Sunshine OneCall 811 if rupture occurred during normal business hours.If not, use IRTH(811 internet service)if rupture occurred outside normal business hours. 811 does not have an "emergency locate'provision,so we use the existing utility provider list from the 811 call or IRTH ticket to find out who the utility providers in that area are and call the locators for each utility provider individually to Project Approach#3 explain the emergency and urgency for their locating services of their Milestone: facilities. Documented Performance: Documented success on ap prox. 100 emergencies in the past 4 years. Set up MOT to ensure safety of vehicular and pedestrian traffic. We Project Approach#4 drive the route after MOT set up to ensure it makes practical sense.If it Milestone: doesn't make sense to us, it certain) willnot for the public. Page 355 of 993 Documented.Performance: Documented success on approx. 100 emergencies in the past 4 years. Set up bypass pumping system(s).Depending upon site-specific conditions,this may be a diesel powered duplex pump system with bypass piping or possibly dual linestops with bypasses on the existing force main.Either system will work,site conditions dictate which is useable and practical.If dual linestops with bypasses is an option,thea Project Approach#5 the pump station can be put back into service once the dual linestops • estone: with b ass are in lace. Documented Performance: Documented success on a rox.50 emergencies in the past 4-years. With MOT and bypass in place,we can now focus on the repair. Proceeding very cautiously so as not to damage any existing utility,we will dexter the washout caused by the FM rupture,hand-dig if possible until utility provider locators have explained and marked what facilities they have and where they are.Assuming the rupture area is clear of other existing utilities,them machinery will be used to complete the excavation.A 12"FM 42"deep will rewire an excavation of approximately f feet deep,so shoring(trench boxes)will certainly be Project Approach#6 used so as not to dig up more road for sloping purposes to meet OSHA Milestone , trench F Lely laws anduirements. Documented Performance. Documented success on approx. 54 emer encies in the past,4 years. The ruptured FM is now uncovered,the excavation dewatered and shored.Cut out the ruptured section of FM,making sure to remove all compromised F (looking closely for cracks and splits in the PVC). Replace the section of removed 12"PVC FM with new 12"PVC F , Project Approach#7 connecting it with two MJ sleeves and four fitting restraints to the Milestone: existing FM,possibly fittings if an offset is required. Documented Performance: Documented success on a rox. 50 emergencies in the past 4 years. Reactivate the FM,leaving the excavation open to inspect for leafs. Reactivating the FM will involve opening the dual linestops if used or turning the lift station pumps back on if bypass pumps were used. Project Approach#g Assuming no leaks,restoration can now begin.Break down and remove i +estone: bypassing system (Documented Performance. Documented success on a rox.50emer encies in the ast 4 cars. Contact the County's Transportation Dept.supervisor over maintenance to discuss and decide on the preferred cross-section to use for road Project Approach 49 reconstruction.Reconstruct roadway per this cross-section and restripin Milestone as needed.Followin ,break:down and remove MOT plan devices. Documented Performance: Documented success on approx. 50 road open-cuts in the past 4 years. Project Approach##10 Develop budget for work and services provided to submit to PM for PO Milestone: issuance. Documented Performance: Documented success on approx. 100 emergencies in the ast 4ears. Page 356 of 993 ATTR CIRHENT D RISK ASSESSMENT PLAN This template should be used. The Risk Assessment(RA)Plan should address the risks that the Contractor does not coutM1. The risks should be prioritized(list the greatest risks first). The Contractor may add or delete Risk table templates, but do not exceed the 2-12aa limit for this section. Do not include any identifying information in the RA Plan. Information listed under the"Documented Performance"line may describe where the Contractor has used the approach or solution previously, and what the results were in terms of verifiable metrics. Sunshine'OneCall does not have an"emergency locate call"protocol and locators for other utility providers are not reachable or cannot respond Risk#1 Description: immediate!y earlier than 2 full business Is after call-in ar 11). da 8 Risk Impact/Why is Causes us as the"excavator"to proceed at risk and delays making repair due to this a risk: existing utilities not being g!2Tu S !y identified and located. Postpone/delay completing the repair until 811 time has elapsed(2 full Solution: business da ys after locate,call-in is,placed). Documented Performance: Documented success on,aarox. 10 emeKEncy repairs in the past 4 years. Risk#2 Description: Locators' information on existing utilities is incorrect/inaccurate. Risk Impact/Why is We as the"excavator"damage an existing utility due to incorrect locating this a risk.- service provided by locators. No known solution.Unfortunate result is that the utility provider of the damaged utility must bear the responsibility for repair their utility facilities that Solution: were lama ed if marked incorrect!y. Documented Performance: Documented success approx. 25 times in theast 4, p_ years. Location of existing underground utilities prevents installation of traditional Risk#3 Description: shoring p!2Lection astern and accesstothe Tj)tured FM. Prevents us from safely accessing the ruptured FM and delays repair of the FM Risk Impact/Why is due the existing utility preventing the installation of traditional shoring this a risk: protection systems. Solution: Alternate trench shoring sy - Item must be fabricated and installed. Documented Performance: Documented success gyrox. 10 times over the Rest 4 years. Risk#4 Description: Another utility installation is the cause of the FM Tpture. Risk Impact I Why is Delays repair of the ruptured FM until the other utility is moved/relocated and this a risk: -p2ses,p2tential for dame,&e to the other util!ty. - Other utility provider must move their facilities in concert with our efforts to Solution: -E2Eair the ruptured FM. Documented success approx. 10 times in the past 4 years. Usually occurs with a telecommunications and/or cable TV facility.That utility provider moves Documented their facilities and/or observes us move their facility to allow repairing the Performance: -ruptured FM. Road closure and/or traffic detour conflicts with another road closure by the Risk#5 Description: Copt ,X or FDOT. Page 357 of 993 Risk Impact/Why is this a risk: Causes additional burden to vehicular traffic. Develop alternate detour routes with FDOT for traffic around their detour and Solution: the detour around the ruptured FM area. Documented Performance: Documented success once in the past year. Risk#6 Description; If emergency occurs on a holidq or after hours. Risk Impact/Why is this a risk: Holidap and after hours are times when staff is usually not at work. We have manpower,machinery,and materials at two locations in Polk County for quicker response time to meet the 45-minute response time.Mobilize crews Solution: local to FM rupt ire site for quick response. Documented Performance: Documented success on pprox. 100 emergencies in the pa:q 4 years. Risk#7 Description: Line break occurs on a dead-end road and not at the dead end oft a road. Risk Impact!Why is Without a useable travel way,residents and emergency vehicles cannot access this a risk.- homes and/or businesses between the FM rupq"and the dead end of the road. Solution: C2Estructlprepare temporary road. Documented Performance: Documented success once in the past year. Page 358 of 993 VALUE ADDED PLAN This template should be used. The Value Added(VA)Plan should identify any value added opgons o ideas that may benefit the County. The value added claims should be prioritized (identify the most important claims first). The Contractor may add or delete Value Added Claim table templates,but do not exceed the 2-ggn limit for this section. Do not include any identifying information in the VA Plan. Information listed under the"Documented Performance"line may describe where the Contractor has used the approach or solution previously, and what the results were in terms of verifiable metrics. Only use percentages of base costs for each claim. Do not include any dollar amounts. Contractor should note whether the claim is an additive or deductive change. Design build new pipeline route to relocate existing FM segment that is ruptured if existing utilities,roadway and drainage improvements prevent Item#1 Claim: repair of FM in its current location. More quickly place lift station and force main back into normal service How will this add value? mode. Documented Performance: Documented success pprox. 5 times in the past 4 years. Cast impact(%). +5%to+100% Schedule Impact(%): +5%to+500% In the event FDOT has a detour in place near the FM rupture site, develop a customized maintenance of traffic(MOT)plan to detour traffic around the FM rupture site that will work in conjunction with FDOT's MOT Item#2 Claim: detour plan. Alleviate traffic congestion issues in the area of the FM rupture and How will this add value? minimize traffic burden to residents near theFMnTture site. Documented success approx.50 times in the past 4 years but only once in Documented Performance: the past year to coordinate two road closure detours. Cost Impact(%): +5%to+100% Schedule Impact(%): +5%to+500% Consider using flowable fill as part of road restoration work to more Item#3 Claim: quickly restore road for opening to traffic. How will this add value? ENNdites road restoration and road re:9 pen!!1&. Documented success on approx. 50,road open-cuts and restoration in the Documented Performance: past 4 years. Cost Impact(%): 0% Schedule Impact(%): -10% If cracking of FM is found,consider pipe bursting the run of pipe to more Item#4 Claim: quic!dy and less intrusively,Mlace the failing section of FM. How will this add value? Ealaces entire section of failing FM without dig&Lng up entire section. Documented Performance: Documented success on over 50 miles of pia in the past 4 years. Cost Impact(%): -50%to 00/0 S-ehedule Impact(*/o): -50*/oto-10% Utilize holding tanks(mobile above-ground storage tanks)for buffer Item#5 Claim: g2rage of wastewater from lift station if a Pffass qLstem is not possible. If bypass piping or dual line stops are not possible,this will provide temporary storage and staging of wastewater from lift station for tanker How will this add value's trucks while maintaining wastewater service to customers. Page 359 of 993 Documented success using holding tanks approx. 10 times over the past Documented Performance: ears. Cost Impact(1/9)t -25%to 0"/o Schedule Impact(%): -25%to 0% Page 360 of 993 Utilities Construction Services $VP 14-156 ATTACHMENT NT G EMERGENCY REPAIR OF A FORCE MAIN SCOPE OF SERVICES For the purpose of this solicitation the term"project' is defined as two separate scopes of work. One for a regular Water Main Improvement Scope of Service and the second is for an Emergency Scope of Service. Each submittal shalt include one Project Approach Plan and Project Schedule for each scope. Emergency scope of services includes the emergency repair of a force main. The County has a force main that has ruptured resulting in the lass of a travel targe. In order to make the repair,a lift station will have to be b -passed to accomplish the isolation of the break. The foToc main is constructed of 12'"PVC and is approximately 42"deep. Polk County Utilities Operations Staff has the lift station shut down and is using their vac truck and tanker to keep the station pumped down until the by-pass can be set up. The contractor will be responsible for making the repair,contacting the Palk County Department of Transportation,repairing the damaged road,by-passing the lift station and all restoration. 41 Page 361 of 993 � _ _ .... - , �a ..... co w.. i ' h N mi . _ as _. .. PIiIy 1 in - — f � i �. POLK COUNTY BOARD OF COUNTY COMMISSIONERS BEST VALUE ANNUAL BID PROCUREMENT (BVP) #14-156 UTILITIES CONSTRUCTION SERVICES ISSUE DATE: April 24, 2014 PROCUREMENT DIVISION 330 WEST CHURCH STREET BARTOW, FLORIDA 33830-9005 Website: www.polk-county.net Procurement Manager: Kari Kennedy E-Mail: karikennedy@polk-county.net Main Number: (863) 534-6757 Fax: (863) 534-6789 Page 363 of 993 TABLE OF CONTENTS ITEM PAGE Notice 3 Section 1 Project Information 4 thru 8 Section 2 Submittal Requirements and Evaluation Criteria 8 thru 14 Section 3 Selection Process 14 thru 16 Section 4 Submittal Format and General Information 16 and 17 Special Conditions 18 Contractor Instructions and General Information 19 thru 30 Attachment A BVP Annual Bid Cover Page 31 thru 34 Attachment B Bid Proposal 33 Attachment C Project Approach Plan 34 Attachment D Risk Assessment &Value Add Plan 35 and 36 Attachment E Reference List and Past Performance 37 and 38 Attachment F Water Main Improvement Scope of Services 40 Attachment G Emergency Repair of a Force Main Scope of Services 41 EXHIBITS 1 Non-Collusion Affidavit of Prime Bidder 2 Bid Bond 3 Payment of Stored Materials 4 Equal Employment Opportunity 5 Drug-Free Workplace Form 6 Safety Requirements/Regulation Form 7 Insurance Requirements 8 Certificate of Compliance 9 Trench Safety 10 Certification Immigration Laws 11 Scrutinized Companies Certification Page 364 of 993 NOTICE: BEST VALUE ANNUAL BID PROCUREMENT PROCESS TRAINING SESSION and MANDATORY PRE SUBMITTAL MEETING All contractors interested in submitting a bid for Best Value Procurement Annual Bid (BVP) 14-156, Utilities Construction Services must attend the mandatory Pre-Submittal Meeting scheduled on Wednesday, May 7, 2014 at 10:00 AM. No contractor will be exempt from attending the mandatory Pre-Submittal Meeting. The County will not accept bids from contractors that do not attend the mandatory Pre-Submittal Meeting. There will also be a mandatory"Best Value"(BV)Annual Bid Procurement process training session for contractors that have never attended a training session on Wednesday, May 7, 2014 at 9:00am at Polk County Utilities, 1011 Jim Keene Boulevard, Winter Haven, FL. The County will not accept bids from contractors that have never attended a BV Procurement process training session. Contractors that have previously attended a BV procurement process training session with Polk County will be exempt from attending this Best Value Annual Bid Procurement process training session scheduled on Wednesday, May 7 , 2014 at 9:00 AM. The following contractors will be exempt from attending this portion of the training session: CenState Contractors, Inc.; Close Construction, LLC; Crusader Contracting; D.N. Higgins, Inc.; Encore Construction Company; Florida Design Contractors; Gamey Companies; Killebrew, Inc.; Lane Heavy Civil; Marcobay Construction;Vogel Brothers Building Co; Wharton-Smith,Inc.; Wright Construction. The above listed contractors will be exempt from attending;however, attendance is encouraged. f` Contractors that have not attended a BV procurement process training session must attend on Wednesday,May 7,2014 at 9:00 AM. The purpose of the mandatory Pre-Submittal Meeting will be to clarify the submittal requirements and the general description of the solicitation. Contractors are strongly encouraged to send their operations personnel to the mandatory pre-submittal meetings and in addition to or in substitution of traditional business development/sales personnel. The County will send written replies to all questions it receives to all Contractors on the mandatory Pre- Submittal List. Only those Contractors that have attended the Pre-Submittal Meeting and properly noted such attendance on the sign in sheets will be eligible to participate in this BVP. Questions must be submitted to the County in written format only to Kari Kennedy, Procurement Manager. Questions must be sent via email at karikennedy@pglk-county.net or via fax at (863) 534- 6789. All questions must be received by 5:00 p.m.,Friday,May 16,2014. Contractors and any prospective contractors shall not contact, communicate with or discuss any matter relating in any way to this BVP with any member of the Polk County Board of County Commissioners or any employee of Polk County other than the County Procurement Director or the individual designated above. This prohibition begins with the issuance of the Best Value Annual Bid and ends upon completion of the protest period. Any such communication initiated by a Contractor or prospective contractor shall be grounds for disqualifying the offender from consideration for a bid to be awarded pursuant to this BVP and for contracts to be awarded pursuant to BVPs,RFPs or other types of solicitations that the County may issue in the future. 3 Page 365 of 993 SECTION 1 - PROJECT INFORMATION 1.0 PROJECT INTRODUCTION AND BACKGROUND Polk County(the "County"), a political subdivision of the State of Florida,requests the submittal of Best Value Bids (each a "Submittal") from qualified and experienced Florida Certified Underground Utility Contractors or Licensed General Contractors (each a "Contractor") to provide services as described below for various utility construction services and its related work utilizing a Work Order (WO) delivery. The County intends to award this Best Value Annual Bid to the Best Value (BV) Contractor determined in accordance with the requirements in this Solicitation. The Contractor selected for award will be the Contractor whose Submittal is responsive, responsible, and is the most advantageous to the County, as determined by the County in its sole discretion. The BV Contractor is expected to complete each Work Order without any delays or cost increases, and to meet the quality expectations of the County. The period of performance will be for a five (5) year term at the same terms and conditions, by the mutual agreement of all parties unless otherwise terminated in accordance with General Information item#12. During the term of the Best Value Annual Bid, work is performed as a series of individual work orders. Each work order, initiated by the County, is defined cooperatively by the County and the BV Contractor. Each work order shall consist of a specific Scope of Services, time schedule, and a maximum limit of compensation based on the unit prices listed on Attachment B, Bid Proposal. The BV Contractor will be issued a purchase order which will act as the Notice To Proceed and a Notice to Commence from the Polk County Utilities Division (PCUD). Work orders may include emergency repair, emergency replacement, and scheduled installations of utility systems and treatment facilities and related work. Award of this Best Value Annual Bid shall impose no obligation on the County to utilize the BV Contractor for all work of this type, which may develop during the period of this bid. The County specifically reserves the right to concurrently contract with other companies for similar work or use its own personnel,whichever it deems to be in the best interest of the County. 1.1 PROJECT DESCRIPTION Scope of Work The County is currently looking to award a Best Value Annual Bid for indefinite quantity and indefinite delivery for various utility related construction projects. The BV Contractor will be expected to deliver turn key projects, including all permitting and regulatory requirements. The scope of work as defined by this Solicitation will be Work Order or emergency work order specific. The Work Orders include but are not limited to ruptured water mains, service laterals, meter sets, force mains and reclaimed water mains being minor in nature to many thousands of feet. Work Orders may also include, but not be limited to, concrete and asphalt repair; gravity sewer failure, manhole replacement, maintenance of traffic control plan design, set-up and maintenance; site restoration; directional boring; roadway restoration including subgrade, base, paving, striping, curb and gutter; 4 Page 366 of 993 sidewalk restoration; wet taps; line stops; demolition; erosion control; dewatering; bypass pumping; system testing, inspection and disinfection; clearing; grubbing; grading and grassing; treatment facilities repair; treatment facilities replacement, modification and demolition; metering stations; pressure booster stations and pump stations; professional land surveyor for construction layout, as-built and design purposes; preparation and certification of design/construction plans and record drawing as needed for same. Emergencies will be defined as life threatening, health related risk, acts of nature and equipment or product failure. In the case of emergencies the BV Contractor shall be on site mobilized and have a crew work ready within 45 minutes of the first call on any given day, night, weekend or holiday. Treatment facility work, pump work, asphalt repair, concrete repair will be on an as needed basis and the scope of work shall be set at time of said emergency. Planned Work Orders will have a set scope of work and will be reviewed and scheduled with the BV Contractor at completion of design. All survey work will be submitted as such: Horizontal Datum, (Coordinate System) Florida State Plane West; (Units) U.S. Survey Feet; (Horizontal Datum) North American Datum of 1983 (NAD) latest National Geodetic Survey(NGS)adjustment. Vertical Datum.North American Vertical Datum of 1988 (NAD8.8). The work will occur in County and State rights-of-way,utility easements and County owned property throughout the Polk County. From time to time, the County may have other contractors on site providing services under other County bids or contracts. The BV Contractor will coordinate with these contractors when necessary. For any Work Order determined by the County to be appropriate, the County will either provide the BV Contractor with a written scope of work or will request a scope of work proposal from the BV Contractor. Upon request, the BV Contractor shall acknowledge the request and be available for a meeting and/or site visit within three (3) working days. The BV Contractor shall provide a Work Order proposal, based on unit prices submitted in the BV Contractor's submittal, within ten (10) working days after the meeting and/or site visit. The cost of a public construction bond should be included in the WO, should one be required. These requirements are outlined within the Special Conditions section of this Best Value Annual Bid As part of the Work Order proposal, the BV Contractor shall also provide a construction schedule for completion of the work. Upon confirmation of the Work Order, a purchase order will be issued. The amount specified on an authorized Work Order constitutes the total compensation payable to the BV Contractor performing the specified work. All duties, responsibilities and obligations assigned to or undertaken by the BV Contractor shall be at their expense without change in the Work Order price. The Work Order price may only be changed by written revision to the Work Order authorized by the County. After a purchase order has been issued to the BV Contractor, it may be revised only for increases or decreases in work (or changes in scope) beyond that shown in the original Work Order scope as determined by the County. If, in the County's opinion, increases or decreases in work or changes to scope and/or time are required, the BV Contractor must provide a proposal for the same. The County will review the BV Contractor's proposal and, if approved, will request an amendment to the current purchase order. Page 367 of 993 If the BV Contractor desires to make a claim for a change in the price or time of an authorized Work Order, written notice of each claim, dispute and other matter shall be delivered to the County within seven (7) calendar days of the occurrence first happening. Written supporting data will be submitted to the County within fifteen (15) calendar days after the occurrence unless the County allows additional time. If the BV Contractor fails to strictly comply with these notices and submittal time periods, the BV Contractor shall be deemed to have waived their right to assert a claim the BV Contractor might otherwise have had concerning the matter. Emergency Work Orders Known or field located utilities: In the event that the BV Contractor or their subcontractor during the execution of the work breaks any known or field located pressure or gravity main identified under Sunshine One-Call guidelines, causing the disruption of service and/or an eminent hazard, it shall be the responsibility of the BV Contractor to immediately notify Polk County Utilities (PCU) Operations & Maintenance at the designated emergency telephone number and immediately undertake measures to repair the damaged utility. To that effect,the BV Contractor shall ascertain prior to initiating the work he has on hand the necessary repairing parts, tools, equipment, and labor without any delays carry out the repair work. PCU personnel shall witness repair work. If the BV Contractor estimates or determines that they are not going to be able to restore service within a less than two (2)hour period,the BV Contractor shall immediately contact the PCU Operations Regional Manager to initiate the repair. PCU Operations & Maintenance will undertake the repair work and will back charge the contractor. PCU will submit an itemized bill within thirty (30) calendar days from the occurrence of the event. Unknown or inaccurately located utilities: If the utility was not field located or it was inaccurately located in accordance with the prescribed procedures under the Sunshine State One-Call guidelines, and the BV Contractor caused a line break during the execution of the work, the same notification procedure as above must be followed. PCU Operations&Maintenance will undertake the repair work at no cost to the BV Contractor. Out of Scope Services When preparing a Work Order, if it is known or reasonably anticipated at the time that there are necessary items of construction that are not included on the price sheets of the submittal or, during the course of executing a Work Order, the BV Contractor determines there are necessary items of construction that are not included on the price sheets of the submittal, then the BV Contractor should submit an "out of scope" proposal to the costs, expenses and time; the County shall not be obligated in any event for payment over the amounts identified in the Work Order. The "out of scope" services shall not be greater than fifteen percent (15%) of the "in scope" services. No out of scope services shall be provided without prior approval from the County. Upon approval by the County, a request will be made for a Work Order identifying the "in scope" and "out of scope" on individual lines. If the County does not agree with the Work Order,the BV Contractor 6 Page 368 of 993 will be required to resubmit the Work Order with the requested changes and potential cost reduction. The County will review the revised Work Order and, if accepted, a purchase order will be issued. Work Coordination The BV Contractor is responsible for coordination, protection, relocation, and restoration of existing utilities, irrigation systems, plants, shrubs, lighting, signs, fences, mailboxes, power poles, and other existing improvements within the working area. To apply for the installation of a temporary water meter, the BV Contractor is to contact the Polk County Land Development Division, 330 West Church Street, Bartow, Florida 33831, Phone number: 863.534.6449. Meter fee and water usage billing shall be the responsibility of the contractor. Notification The BV Contractor shall notify PCU Operations & Maintenance at (863) 298-4101 and schedule the work at least 5 days prior to performing any work on an active system. Acceptance of the work Within ten (10) calendar days of completion of the work, a post-construction meeting will be scheduled. Attendees will include the project manager, PCU division representatives and the BV Contractor. At such time, an inspection walk-through will be done for verification of completeness and quality of the work. The BV Contractor shall replace any workmanship or product found to be defective without additional charge to the County. The defective work shall be completed in an expedient and reasonable time frame but will not exceed 30 calendar days. 1.2 Best Value Annual Bid Timeline The following are the critical dates for this Best Value Annual Bid Procurement. Please be advised that these critical dates are subject to change as deemed by the County. 05/07/2014 Mandatory Best Value Training Session 9:OOAM(see Section 1.4 for details) 05/07/2014 Mandatory Pre-Submittal Meeting 10:00 AM(see Section 1.4 for details) 05/16/2014 Deadline for questions(5:00 PM) 05/28/2014 Submittals due prior to 2:00 PM Blind evaluation/scoring meeting of the Evaluation 06/24/2014 Committee 07/08/2014 Interview of shortlisted Contractors The County will not accept questions after the deadline for questions stated above. 7 Page 369 of 993 1.3 BEST VALUE ANNUAL BID BUDGET The services provided are funded from the PCU's operating expenses; therefore there is no estimated budget. Last fiscal year expenditures for these services were approximately $2.5 million. There are no guaranteed minimums or maximums. SECTION 2 — SUBMITTAL REQUIREMENTS AND EVALUATION CRITERIA 2.0 OVERVIEW The BV Annual Bid Submittal is made up of the Project Approach Plan & Project Schedule, Risk Assessment Plan,Value Added Plan,Bid Proposal, and Past Performance Information. The County will review each Bid Submittal it receives in response to this Solicitation for responsiveness, completeness, signatures, and all required data before accepting the Submittal for further review and consideration. The County will evaluate Submittals against the evaluation criteria, in Section 2.2 Evaluation Criteria, for the degree to which each Submittal meets the criteria as specifically requested in the Attachments. The County shall score each Submittal against the evaluation criteria in its sole discretion and, if the Procurement Director awards this solicitation, it will be awarded to the BV Contractor whose Submittal is the most advantageous to the County as determined by the County in its sole discretion. BEST VALUE PROCESS For the purpose of this Solicitation the term "Project" is defined as two separate scopes of work. One for a regular water main improvement scope of service and the second is for an emergency scope of service. Each submittal shall include a Project Approach Plan and Project Schedule, Risk Assessment Plan, and a Value Add Plan for each Scope of Work. Each one of these Scopes of Work can be found under Attachment F and Attachment G respectively. The BVP is a procurement selection method which permits government entities to make a selection based on performance, experience, cost, and expertise. The Contractor is afforded the opportunity to demonstrate their ability to perform the Scope of Work based on past performance in like Projects and current understanding of the needs of the Project for which the Solicitation is being issued. This BVP can be considered as having two distinct stages. Selection: The first stage of the BVP is the selection process that focuses on the Contractor's ability to differentiate itself from other Contractors based upon the Contractor's ability to identify, prioritize, and minimize risks, to add differential value to the County's Project, and to show a high level of past performance on behalf of the Contractor's other clients. Instead of focusing on stated minimum expectations of Project performance, the County's use of the BVP allows Contractors to compete based on the value each Contractor can contribute to a Project and the Contractor's ability to maximize the County's satisfaction. Consequently, a Contractor's Submittal should be brief, should differentiate the Contractor's Project Approach and Schedule,Risk Plan and Value Add Plan(as described in Section 2.5, 2.6 and 3.2 below) from its competitors, and allow the County to make a data-based decision on which Contractor Submittal would provide the best value for the County. Recommendation for Award and Award of this Best Value Bid: The second stage of this BVP Bid is the Recommendation of Award by the Procurement Director. If after the protest period ends and no 8 Page 370 of 993 protests are received, the Procurement Director may award the Best Value Bid to the highest ranked contractor. 2.1 RESPONSIVENESS(Pass or Fail) Only responsive Submittals will be evaluated and considered for award. Contractors must prepare Submittals that follow the format and sequence specified in this Solicitation. This includes adherence to the format of the required attachments. The following conditions/criteria must be met in order for a Submittal to be considered responsive to the Solicitation requirements: 1.Attend mandatory Best Value Training and mandatory Pre-Submittal Meeting, as outlined on Page 2. 2.Complete and provide all information in Attachment A,BVP Cover Page&Checklist 3.Complete and provide all information in Attachment B,Bid Proposal 4. Complete and provide all information in Attachment C,Project Approach Plan 5. Complete and provide all information in Attachment D,Risk Assessment Plan and Value Added Plan 6. Complete and provide all information in Attachment E,Past Performance Information 7.Complete and provide Exhibit 1,Non-Collusion Affidavit of Prime Bidder 8. Complete and provide Exhibit 2,Bid Bond 9. Complete and provide Exhibit 7,Insurance Submittal Page 10.Provide a letter of bondability, as outlined in the Special Conditions. 2.2 EVALUATION CRITERIA If a Submittal is determined to be responsive to the Solicitation requirements, the Submittal will be evaluated based upon the criteria(the "Evaluation Criteria") identified, below, and more fully described in the remainder of this Section 2. When evaluating a Contractor's Submittal, the County reserves the right to request supplementary information from any source to assure the County that the BV Contractor's competence, business organization,and financial resources are adequate to successfully perform the required Project services. WEIGHT CRITERIA REFERENCE 20 Points Project Approach Plan&Project Schedule(4 Refer to Section 2.5 Pa s)(Each 'p ro'ect' will have 2 es 15 Points Risk Assessment Plan(2 Pages)(Each `project' will Refer to Section 2.6 have 2 pages) 05 Points Value Add Plan(2 pages) (Each `project' will have 2 Refer to Section 2.6 pages) 20 Points Interview Rating Refer to Section 3.2 20 Points Cost/Bid,Prollosal Refer to Section 3.3 10 Points Past Performance Information Refer to Section 2.7 05 Points Local Preference Refer to Section 2.4 05 Points Vendor Preference Refer to Section 2.4 The members of the Evaluation Committee described in Section 3, below, shall review and evaluate each Submittal, providing a score for each of the foregoing criteria, except for Local Preference, Vendor Preference, Cost Proposal,and Past Performance Information. 2.3 BID PROPOSAL 9 Page 371 of 993 The Contractor will prepare and submit Attachment A, (BVP Cover Page & Checklist) along with Attachment B, Bid Proposal. The Bid Proposal requires information regarding the price sheets (costs to be used for billing purposes if the Contractor is awarded this bid), and information on the Critical Team Members, as listed in Section 2.7 Past Performance Information and Attachment B, Bid Proposal, that will be used for the duration of this Best Value Annual Bid. 2.4 LOCAU/VENDOR PREFERENCE Local Preference All Polk County entities will be given 5 points. It is the policy of the Board of County Commissioners to afford local preference to Polk County entities as stated in Polk County Procurement Ordinance 08-063,as amended. The term "Polk County Entity" means any business having a physical location within the boundaries of Polk County Florida, at which employees are located and business activity is managed and controlled on a day to day basis. Additionally,the business must have been located within the boundaries of Polk County for a minimum of 12 months prior to the date the applicable solicitation is issued. This requirement may be evidenced through a recorded deed, an executed lease agreement, or other form of written documentation acceptable to the County. The County shall have the right,but not the obligation,to verify the foregoing requirements Vendor Preference All Women or Minority Owned Entities will be given 5 points. It is the policy of the Board of County Commissioners to afford vendor preference to women or minority owned entities. Preference as stated in Polk County Procurement Ordinance 10-005. The term "Women or Minority Owned Entity" means any business having at least 51% ownership by women or minority group members who independently control the management and day-to-day operations of the entity. Group members are Females, African Americans, Hispanic Americans, Asian- Pacific Americans,Native Americans,and Asian-Indian Americans. If a solicitation is being funded in whole or in part by assistance of any federal, state or local agency which disallows this form of preference, the County will adhere to those requirements by not applying this section. If the firm has a certified W/MBE status,provide documentation of the ferns' certified W/MBE status as defined by the Florida Small and Minority Business Act and as defined in Polk County's Procurement Procedures. Polk County's Procurement Procedures recognize the following to meet the requirement of a certified W/MBE Status: Valid W/MBE Certification from one of the following: ❑ Florida Minority Supplier Development Council ❑ Women Business Enterprise National Council ❑ The State of Florida Office of Supplier Diversity ❑ Florida Department of Transportation ❑ U. S. Small Business Administration ❑ Federal Aviation Authority ❑ Other Florida governmental agencies Certifications from other governmental agencies will be considered on a case-by-case basis. 10 Page 372 of 993 2.5 PROJECT APPROACH PLAN&PROJECT SCHEDULE For the purpose of this solicitation the term "project" is defined as two separate scopes of work. One for a regular Water Main Improvement Scope of Service and the second is for an Emergency Scope of Service. Each submittal shall include one Project Approach Plan and Project Schedule for each scope. Each of these can be found under Attachment F and Attachment G respectively. The purpose of the Project Approach(PA) Plan is to itemize the steps required to complete construction of the Project. The Contractor should list all the major milestones it anticipates during construction. The milestones listed within this Plan should mirror the Project Schedule. The PA Plan&Project Schedule serves several purposes, including: a) Purpose of PA Plan&Project Schedule • Assist the County in prioritizing Contractors Submittals based on their ability to understand and deliver the Project. • Assist the Contractor in planning what it is going to do before Project commencement. • Provide high performing Contractors the opportunity to differentiate themselves from their competitors due to their experience and expertise by using verifiable performance metrics. b) PA Plan&Project Schedule Format Requirements • PA Plan&Project Schedule must not contain any names that can be used to identify who the Contractor is(such as firm names,personnel names,Project names,or product names). • The PA Plan&Project Schedule must not include the proposed cost that the Contractor has identified in the Bid Proposal. • All templates are included in this Solicitation. The documents should be used by all Contractors. Contractors should not re-create,re-format,or modify the templates in any manner. Contractors should type their responses on the Word template provided. • The PA Plan&Project Schedule(whether the pages are blank or filled)must not exceed 4 pages(front side of page only). • The PA Plan&Project Schedule shall not contain any marketing information. The PA Plan&Project Schedule should be used to prove to the County that the Contractor has expertise for the specific Project being proposed. C) Project Approach(PA)Plan: The PA Plan will allow a Contractor to differentiate its approach to meet the requirements of this Project. The Contractor should also identify its 'vision"or"plan" on the alignment of their expertise over the duration of the Project,minimizing all anticipated risks under its control.Contractors shall use Attachment C,Project Approach Plan template when completing this portion of the PA Plan&Project Schedule(2 pages, 8 1/2X 11 only,no names,pictures, or color,etc.). d) Project Schedule: Provide a two(2)page Project Schedule,which clearly conveys milestones, design activities,permitting processes,the County's approval process,construction and Project close-out(2 pages, 8 %z X11 only,no names,pictures,or color,etc.). The Project Schedule should follow the PA Plan as closely as possible yet remain within the formatting requirements noted above. 11 Page 373 of 993 e) Failure to comply with any of the Project Approach Submittal format requirements may result in disqualification. 2.6 RISK ASSESSMENT PLAN AND VALUE ADDED PLAN For the purpose of this solicitation the term "project" is defined as two separate scopes of work. One for a regular Water Main Improvement Scope of Service and the second is for an Emergency Scope of Service. Each submittal shall include one Project Approach Plan and Project Schedule for each scope. Each of these can be found under Attachment F and Attachment G respectively. Risk Assessment Plan Risk Assessment Plan (RA Plan) - The Contractor should list and prioritize major risk items on this Project that could cause the Contractor's"vision"or"plan"to deviate or not meet the expectations of the County(i.e. risks that the Contractor does not control). This includes sources, causes, or actions that are beyond the scope of the contract that may cause cost increases, delays, change orders, or dissatisfaction to the County. Do not include in this section any risks caused by a lack of the Contractor's technical competency. The risks should be described in simple and clear terms so that non-technical personnel can understand the risk. The Contractor must also explain how they will mitigate, manage, and/or minimize the risk from occurring. A mitigation/management plan solution with supporting dominant information is required for a score that deviates from a standard"5" score. The backup performance information can include how many times the mitigation plan was previously used, and the impact on performance in terms of customer satisfaction. Value Added Plan Value Added Plan(VA Plan)-The purpose of the VA Plan is to provide Contractors with an opportunity to identify any value added options or ideas that may benefit the County at a change in cost or scope. These options or ideas may also be referred to as additional or optional services. Where applicable, the Contractor should identify: 1)what the County may have excluded or omitted from its scope; and 2)how these options or ideas have been successful through verifiable performance information and/or best value practices. The Contractor should identify if the value add option would potentially increase or decrease the cost or time of the scopes provided. All items should be listed in terms of a+for an increase and a— for a decrease in cost. The ideas identified in the VA Plan should be in additional to the ideas as stated in the scopes. The Contractor should identify and briefly describe any options, ideas, alternatives, or suggestions to add value to this Project, and indicate how the items will increase or decrease cost or time (note: a Value Added option must impact cost). The Contractor should also identify how the Value Added option impacts the project schedule. Evaluation of materials, equipment, etc. submitted for an approved equal status will only be considered through the Best Value Contractor Submittal during this Value Added Process. Contractors shall use Attachment D, Risk Assessment Plan and Value Added Plan templates when preparing this portion of the Submittal. Contractors shall not exceed the two(2)page limit for each Plan and shall follow all formatting instructions as outlined on the Attachment and noted above in Section 2.5. 2.7 PAST PERFORMANCE INFORMATION Past Performance Information (PPI) - Contractors must prepare and submit Attachment "E", Past Performance Information Instructions, along with Survey Questionnaires completed by past clients as 12 Page 374 of 993 outlined below. Failure to obtain a PPI score for any of the Critical Team Members may jeopardize your Submittal's competitiveness. There are two types of Critical Team Members: 1)Firm; 2)Team Members. Each Critical Team Member identified as a"firm" shall submit three(3)references via the Survey Questionnaire. Each Critical Team Member identified as a"member"shall submit three(3)references via the Survey Questionnaire. Clients will rate PPI scores on each criterion listed on Attachment"E", Survey Questionnaire, on a scale of 1 to 10. Whole numbers will be used for the rating scale. Fractions will be rounded to the next whole number.Procurement will take the average of all the surveys and score as follows: o Average Score between 9-10 10 Points o Average Score between 7-8 8 Points o Average Score between 5-6 6 Points o Average Score between 34 4 Points o Average Score between 1-2 2 Points o Average Score of 0 0 Points INSTRUCTIONS The PPI submittal has three main criteria: 1.Reference List for each Critical Team firm and team members. 2. Survey Questionnaires 3.Past Performance Information Score for each firm and team members. Critical Team Members are: • The General Contractor(Firm) • The Project Manager(Team Member) • The Site Superintendent(Team Member) Reference List Requirements: • Each Critical Team Firm and Team Member must prepare and submit a list past of clients that have evaluated their performance. All are encouraged to only submit highly satisfied clients. • Three survey questionnaires must be submitted for each firm and for each individual team member. • All past projects must be complete and final payment must be received(the client must be able to respond to the survey questions). • The references must contain different projects. You cannot have multiple people evaluating the same project(for a particular Critical Team Firm or team member). Reference must include the client name,point of contact,phone number,email address, start and completion date of project,and the awarded cost. • The client must complete the survey(you cannot have other consultants or third parties evaluate your performance). • Note: Each Firm/Team Member can use the same references provided that they were used/applied on that particular project • Note: A separate"Reference List" is required for each Firm and Team Member. Survey Questionnaire Requirements: 13 Page 375 of 993 • Each Firm/Team Member must prepare,send out,and collect survey questionnaires to each individual listed on the Reference List. • All returned survey questionnaires must be evaluated and signed by the client to whom it was originally sent to. If a survey questionnaire is not signed, it will not be counted/considered. • Each Firm/Team Member is responsible for making sure that their clients receive the survey questionnaire,complete the survey questionnaire, and return the survey questionnaire. • All of the returned survey questionnaires should be packaged together and submitted with Contractor's Submittal(the Contractor should make a copy of all returned surveys for their own records). Past Performance Information Score: • Each Firm/Team Member will be required to input all of their returned survey questionnaires scores,and then average all of the responses together(to obtain their overall rating). • Each Firm/Team Member will be required to count the total number of returned survey questionnaires(to obtain the overall number of returned survey questionnaires) • The County may contact the reference to clarify a survey rating or to check for accuracy. If the client cannot be contacted,the survey questionnaire will be deleted and no credit given for that client. The County may also adjust scores/ratings if the County determines that these criteria/requirements have not been followed. • Note: A separate"Past Performance Information Score"is required for each Firm/ Team Member. SECTION 3 — SELECTION PROCESS 3.0 EVALUATION COMMITTEE The Evaluation Committee will be comprised of four staff members identified by PCU as well as a representative from the Equal Opportunity Office. 3.1 ANALYSIS OF SUBMITTALS The Evaluation Committee will individually evaluate and rate each responsive Best Value (BV) Submittal. These members will also participate in evaluating and rating the Interviews of the shortlisted Contractors. All responsive Submittals will be evaluated based on the criteria and weights outlined in Section 2.2, Evaluation Criteria. The Procurement Staff shall assign the applicable Local Preference, Vendor Preference,Past Performance Information and Bid Proposal score for each Contractor in accordance with the evaluation criteria. Scores for the Bid Proposal and PPI will be calculated by Procurement using a mathematical formula recognizing lowest to highest value and assigning a score accordingly, based on where the value falls within the lowest to highest range. The County will determine the potential BV Contractor who, in the sole judgment of the County, best meets the requirements listed in this Solicitation. The County reserves the right to clarify or seek 14 Page 376 of 993 additional information on any Submittal. The County also reserves the right to re-scope the Project, and/or cancel and reject all Submittals. Evaluation Committee Members will individually review and score the designated Evaluation Criteria of each Submittal. The intent is to start with five (5) points for each of the Evaluation Committee Scored Evaluation Criteria, moving to a one (1) or a ten (10) point score only if dominant information is available within the Submittal being reviewed. All deviations from a score of 5 must have supporting comments and documentation justifying the higher or lower score. Dominant information is information that is: • Non-disputable • Verifiable • Accurate • Measurable in terms of numbers,percentages,or time • Reflective of high performance • Able to clearly show a high probability of successful performance of the method(s)proposed by the Contractor. Dominant information is created by a Contractor and presented in its Submittal. Information that raises doubt, can be interpreted in different ways, or for which accuracy can be challenged, is less dominant information. The value of dominant information differs in every project. An Evaluation Committee member may only give a high rating when the member identifies a method, process, idea, or other action along with supporting dominant information which shows the Contractor can meet the intent of the County and which clearly differentiates the Contractor from its competitors. A blind evaluation is done by reviewing Submittals individually that contain no identifying information within the Submittal. Contractors are not to provide any language or marks that may act as an identifier that would possibly aid the Evaluator in identifying the Contractor being evaluated. Information an Evaluation Committee Member considers dominant based on any of the points noted above will be discussed and reviewed by the Evaluation Committee after the individual Evaluation Committee Members evaluations have been completed and prior to final scores being recorded in the Best Value Model. Each member of the Evaluation Committee is entitled to change their deviant score after discussion has been completed, however, no committee member is required to change their deviant score if the discussion does not convince the committee member that the information the deviant score is based upon is not dominant. The Evaluation Committee will meet to review scores once individual Evaluation Committee Members evaluations of the Submittals are completed. Evaluation Committee Members will have the option of changing their score(s) at any time during this discussion. Discussion will focus on the merit of the scores. Justification will be required whenever a score deviates from the standard 5 score; dominant information must be present for a score of 10 or 1. The team member scores will be collected, averaged, and entered into the Best Value Model where they will be weighted and final scores calculated. Upon completion of the blind evaluation and compilation of all scores, the Evaluation Committee shall make a determination on elevation of Contractors for Interviews,as noted below in Section 3.2. 3.2 INTERVIEWS 15 Page 377 of 993 The County may shortlist(if necessary)the top rated Contractors. The shortlisted Contractors may be required to participate in an interview. The County may interview all Critical Team Members, including (but not limited to): • Project Manager • Site Superintendent The County may also request to interview additional personnel. The County will interview individuals separately (and may perform a group interview after the individual interviews are completed). The individuals interviewed must be the same individuals for whom PPI's were submitted. No other individuals (from the Contractor) will be allowed to sit in or participate during the interviews. The County may request additional information prior to interviews. All proposed Critical Team Members must be available in person for interviews on the date specified in this Solicitation. At the County's discretion, substitutes, proxies, phone interviews, or electronic interviews may be allowed. Individuals who fail to participate in the interview will not be given a score which may jeopardize the Contractor's competitiveness. 3.3 BIDPROPOSAL Contractors are to submit a competitive bid based upon the items and quantities identified in the price sheet provided by the County which can be found under Attachment B. The Bid Proposal must not contain any names that can be used to identify who the Contractor is (such as company names,personnel names,project names,or product names). 3.4 SCORING METHODOLOGY Contractor's Submittals will be evaluated and scored based upon the Evaluation Criteria listed in Section 2.2. The Evaluation Committee scores the PA Plan and Project Schedule,the RA Plan,the VA Plan and Interviews. Procurement staff shall assign scores for Local Preference, Vendor Preference, PPI and Bid Proposal. SECTION 4— SUBMITTAL FORMAT AND GENERAL INFORMATION SUBMITTAL FORMAT All Submittal documents must be on standard 8%z"x 11"paper. The Submittal should be stapled(and not bound) to facilitate easy handling, photocopying, and reading by the Evaluation Committee. Please do not submit binders, folders, or any additional information other than the required Attachments listed in Section 2, Submittal Requirements and Evaluation Criteria. No faxed or emailed Submittals will be considered. The Submittal must be received by date and time specified in Section 1.2 BV Annual Bid Timeline. Late Submittals will not be considered. The Submittal must be mailed or delivered in a SEALED package. The package must contain the following information on the outside of the package: Contractor's Name, Contractor's Address, Solicitation Project Name, and Solicitation Number. Mail or deliver one package containing one (1) original to the contact listed below. Do not submit copies to any other person or location. Polk County Procurement Division Kari Kennedy 330 West Church Street,Room 150 16 Page 378 of 993 Bartow,Florida 33830-9005 QUESTIONS AND INQUIRIES The person designated below shall be the only contact for all inquiries regarding any aspect of this Solicitation process and its requirements. Kari Kennedy,Procurement Manager karikennedy@polk-coun!y.net Please e-mail all questions to the person listed above by the date noted in Section 1.2,Best Value Annual Bid Timeline. No phone calls will be accepted. Do not contact any other County employee or representative regarding this Solicitation. COUNTY RIGHTS AND RESERVATIONS The Procurement Director, on behalf of the County, is authorized to exercise any of the County's reserved rights as stated in this section. The County reserves the right to remedy or to waive technical or immaterial errors contained in this Solicitation or in any Submittal it receives. The County reserves the right to request supplementary information from any source to assure the County that a Contractor's competence, business organization, and financial resources are adequate to successfully perform the required Project services. r The County reserves the right to reject any or all Submittals,or any parts thereof. The County reserves the right to revise, amend, cancel or withdraw this Solicitation at any time with or without substitution of another Solicitation. The County will not compensate Contractors for any cost or expense incurred in preparing responses to this Solicitation. The County reserves the right to issue additional or subsequent solicitations for the same or similar projects. The County reserves the right to request clarification of the data and other information provided to the County pursuant to this Solicitation including,but not limited,to the experience and qualifications of any entity under consideration. The County reserves the right to require a Contractor to submit additional evidence or documentation to support the claims or information provided in the Contractor's Submittal. The Procurement Director reserves the right to Recommend Award and Award to more than one Contractor. 17 Page 379 of 993 SPECIAL CONDITIONS 1. If it becomes necessary to revise or amend any part of this Best Value Annual Bid, an addendum will be issued and will be posted on the County's website at www.polk-cgo .net. It is the sole responsibility of the Contractor to check the website to ensure that all available information has been received prior to submitting a Best Value Annual Bid Submittal. 2. Bond Requirements: A. The Contractor must submit a Bid Bond in the amount of$10,000.00. This document must be submitted with the Best Value Annual Bid Submittal. B. The Contractor must submit a Letter of Bondability from their bonding agent stating their current single job limit and aggregate limit. This document must be submitted with the Best Value Annual Bid Submittal. C. The Bid Bond and Public Construction Bonds (PCB), as outlined below, shall be executed by a surety authorized to do business in the State of Florida and as named in the current list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended)by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department and A.M. Best rated A VIII or better. All bonds signed by an agent must be accompanied by a certified copy of authority to act and indicate that they are licensed to do business in the State of Florida. D. PCB's will be required for Work Orders issued, for the amount of the Work Order, as per the following outline: • Work Orders less than$50,000.00 will not require a PCB • Work Orders greater than$50,000.00 and less than$100,000.00, a determination will be made by the County as to whether a PCB will be required • Work Orders greater than$100,000.00 will require PCB E. A purchase order will be issued to the BV Contractor for the purpose of obtaining a PCB for applicable Work Orders. The BV Contractor must provide an original PCB to the Procurement Division prior to beginning work on a specified or approved Work Order. F. A PCB will be reimbursed to the BV Contractor on the first application for payment; a copy of the bond premium invoice should be attached to the first application for payment. G. Attorneys-in-fact who sign bonds or other surety instruments must attach with each bond or surety instrument an effective and certified power of attorney. 3. Contractors must possess a Polk County Local Business Tax Receipt (f/k/a Business License) in order to do business with the County. A copy of such license must be provided to the Procurement Division before award is made to the BV Contractor. 18 Page 380 of 993 CONTRACTOR INSTRUCTIONS AND GENERAL INFORMATION CONTRACTOR INSTRUCTIONS: To ensure acceptance of this bid,follow these instructions. BV ANNUAL BID SUBMITTAL MUST BE DELIVERED TO THE PROCUREMENT DIVISION PRIOR TO 2:OOP.M. ON THE DATE SPECIFIED. THERE WILL BE NO EXCEPTIONS. 1. EXECUTION OF BID: Bid must contain an original signature of an authorized representative in the space provided on the proposal page. Bid must be typed or printed in black ink. Erasable ink is not permitted. Corrections made by contractor to any bid entry must be initialed by the person who signs the bid. 2. BV ANNUAL BID OPENING: It is the responsibility of the contractor to assure that their bid is delivered at the proper time and place prior to the bid opening. All bid openings shall be public, at 2:00 p.m., on the date specified in the Notice to Bidders. Bids, which for any reason are not so delivered, will not be considered. BV ANNUAL BID SUBMITTAL FORMS USING FACSIMILE OR EMAIL WILL NOT BE ACCEPTED. 3. COUNTY AS GATEKEEPER OF DOCUMENTS: This document is issued by Polk County and as such shall be the sole distributor of all addendums and/or changes to these documents. It is the responsibility of the contractor to determine issuance of documents directly with the Procurement Division. The County is not responsible for any solicitations issued through subscriber, publications, or other sources not connected with the County and the contractor should not rely on such sources for information regarding the solicitation. 4. TAXES: Contractors are responsible for the payment of any applicable taxes that are connected to the purchase of any materials or subcontractors used in the execution of this bid. 5. DISCOUNTS: Contractors may offer a cash discount for prompt payment; however, such discounts shall NOT be considered in determining the lowest net cost for bid evaluation purposes. Contractors are encouraged to reflect cash discounts in the unit prices quoted. 6. MISTAKES: Contractors are required to examine the document, and all instructions pertaining to the requirements of this bid. Failure to do so will be at contractor's risk. In case of a mistake in extension of a unit price,the unit price will govern. Corrections made by contractor to any bid entry must be initialed by the person who signs the bid. 7. INVOICING AND PAYMENT: The contractor shall submit a properly certified invoice to the County at the prices bid. An original invoice shall be submitted to the appropriate User Division. The contractor shall include the bid number and/or the purchase order number on all invoices. The contractor's Project Manager or any authorized officer shall, by affidavit, attest to the correctness and accuracy of all charges. Invoices will be processed for payment when approved by the appropriate Division's Project Manager or designee. 19 Page 381 of 993 8. CONFLICT OF INTEREST: All contractors must disclose, with their bid, the name of any officer, director or agent who is also an employee of the County or any of their agencies. Furthermore, all contractors must disclose the name of any County employee who owns, directly or indirectly, any interest of any amount in the contractor's firms or any of their branches. Award of this bid shall be subject to the provisions of Chapter 112, Florida Statutes. 9. ADDENDUM: Any changes in the bid shall be made in the form of a written addendum by the Procurement Director or their designee. No other person shall be authorized to make changes verbally or in writing. If an addendum is issued, the addendum sheet must be signed by the contractor and faxed to (863) 534-6789. 10. LIABILITY: The contractor shall hold and save the County, its officers, agents and employees harmless from liability of any kind in the performance of this bid and against claims by third parties resulting from the supplier's breach of contract or the supplier's negligence. 11. PATENTS AND ROYALTIES: The contractor, without exception, shall indemnify and save harmless the County and its employees from liability of any nature or kind, including cost and expenses for, or on account of, any copyrighted, patented or non-patented invention, process, or article manufactured and used in the performance of this bid. If the contractor uses any design, device or material covered by letters, patent or copyright, it is mutually agreed and understood without exception that the bid prices shall include all royalties or cost arising from the use of such design, device or material in any way involved in the work. 12. BID PROTEST: Any contractor desiring to file a bid protest, with respect to a recommended award of any bid, shall do so by filing a written protest. The written protest must be in the possession of the Procurement Division within three (3) working days of the Notice of Recommended Award mailing date. All contractors who bid will be sent a Notice of Recommended Award, unless only one bid was received. A copy of the bid protest procedures may be obtained from the Polk County Procurement Division or can be downloaded from the County's website at www.polk-county.net. FAILURE TO FOLLOW BID PROTEST PROCEDURE REQUIREMENTS WITHIN THE TIME FRAMES PRESCRIBED HEREIN AS ESTABLISHED BY POLK COUNTY, FLORIDA, SHALL CONSTITUTE A WAIVER OF THE CONTRACTOR'S RIGHT TO PROTEST AND ANY RESULTING CLAIM. 13. PUBLIC ENTITY: A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity in excess of the threshold amount provided in Section 287.017, Florida Statues, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. When submitting this bid, the contractor hereby certifies that they have complied with said statute. 20 Page 382 of 993 14. PREFERENCE FOR DRUG FREE WORKPLACE: Whenever two or more bids, which are equal with respect to price, quality and service, are received, preference shall be given to a bid received from a business that certifies that it has implemented a drug free workplace program in accordance with Section 287.087, Florida Statutes. In order to receive preference, a signed certification of compliance must be submitted with the bid response. 15. CODE OF ETHICS:If any contractor violates or is a party to a violation of the code of ethics of Polk County or the State of Florida, with respect to this bid, such contractor may be disqualified from performing the work described in this bid or from furnishing the goods or services for which the bid is submitted and shall be further disqualified from bidding on any future bids for work, goods, or services for the County. 16. SEALED BV ANNUAL BID SUBMITTALS: All BV annual bid submittals must be completed and submitted in a sealed parcel. (DO NOT INCLUDE MORE THAN ONE BID SUBMITTAL PER ENVELOPE. BID SUBMITTAL SHALL INCLUDE ONE (1) ORIGINAL.) The Original BV annual bid submittal(s) shall be submitted on the forms provided by Polk County. All bids are subject to the conditions herein; failure to comply will subject bid to rejection. GENERAL INFORMATION 1. DEFINITIONS: The term"County"means the Polk County Board of County Commissioners, a political subdivision of the State of Florida, and its authorized designees, agents or employees. 2. AWARD(S): The award of this bid shall be based upon the Best Value Process outlined in this solicitation. .. NON-CONFORMANCE TO BID CONDITIONS: Services not delivered as per delivery date in bid and purchase order may result in contractor being found in default, in which event any and all re-procurement costs may be charged against the defaulting contractor. This non-conformance to bid conditions may result in immediate cancellation of the Work Order and purchase order. 4. ASSIGNMENT: Any purchase order issued pursuant to this bid and the monies which may become due herein is not assignable except with the prior written approval of the Procurement Director. 5. DISPUTES: In the event of any doubt or difference of opinion as to the methods provided herein, or the level of performance rendered,the decision of the user department/division director shall be final and binding on both parties. 6. FACILITIES: The County reserves the right to inspect the contractor's facilities at any time, with prior notice. 7. PLACING OF ORDERS: The award of this bid does not constitute an order. Before any services can be performed, the successful contractor must receive written or oral notification in accordance with the practices of the User Division. 21 Page 383 of 993 8. PRECEDENCE: Any requirement set forth in any section of the bid documents shall be binding as if called for by all sections. If there is a difference in the terms anywhere in this document,the most restrictive shall prevail. 9. ADDITIONS/REVISIONS/DELETIONS: Additions, revisions or deletions to the general conditions, specifications or bid price sheets that change the intent of the bid will cause the bid to be non-responsive and the bid will not be considered. With the recommendation of the Polk County Utilities Division, the Procurement Director shall be the sole judge as to whether or not any addition, revision or deletion changes the intent of the bid. 10. TERMINATION/SUSPENSION: The County may terminate this Bid at any time, in whole or in part, either for the County's convenience or because of the Contractor's material default of its Bid obligations, by delivering a written notice of termination to the Contractor. Upon receipt of such notice,the Contractor shall: • Immediately discontinue all work unless the County's notice directs otherwise, and • Deliver to the County any and all data, reports, summaries, and all other information and materials of any type or nature whatsoever, whether completed or in process, the Contractor may have accumulated or generated in the course of performing the work of the Bid. If at any time the User Division determines that the Contractor is in material default of its Bid obligations, then the User Division shall complete and deliver a Vendor Complaint Form to the Contractor that specifically states the basis for the Contractor's default. Within ten (10) days after its receipt of the Vendor Complaint Form, the Contractor shall correct all events of default. If, however, the Contractor's material default is such that it cannot be reasonably cured within the ten (10) day time period, then the County will not terminate the Bid for such default if the Contractor commences the necessary curative actions within ten (10) days after its receipt of the Vendor Complaint Form and thereafter diligently pursues the cure to completion. If the Contractor's default continues beyond the allotted cure period, the Procurement Director: (i)may terminate the Bid, and (ii) may also suspend the Contractor in accordance with the Suspension and Debarment Section of the County Procurement Procedures Manual. 11. CANCELLATION: All annual bid obligations shall prevail for at least one hundred eighty (180) days after effective date of the bid, unless bid conditions are breached as specified herein. After that period, for the protection of both parties, either party may cancel this bid in whole or part by giving thirty (30) days prior notice in writing to the other party. The County reserves the right to cancel any bid after reasonable written notice to the successful contractor should the service not be in the best interest of the County. Should the service rendered for any bid cause or threaten endangerment to public safety or welfare, the Procurement Director may cancel the bid immediately. 22 Page 384 of 993 ,t 12. PLANS AND SPECIFICATIONS: The specifications and other bid documents upon which the prices in the contractor's bid proposal are based on are hereby made a part of the purchase order by reference thereto. 13. UNAUTHORIZED ALIEN(S): The contractor agrees that unauthorized aliens shall not be employed nor utilized in the performance of the requirements of this solicitation. The County shall consider the employment or utilization of unauthorized aliens a violation of Section 274A(e) of the Immigration and Naturalization Act (8 U.S.C. 1324a). Such violation shall be cause for unilateral termination of this Agreement by the County. As part of the response to this solicitation, the successful contractor will complete and submit the attached form "AFFIDAVIT CERTIFICATION IMMIGRATION LAWS." Employers may avail themselves of a program by the U.S. Immigration and Customs Enforcement called E-Verify. E-Verify is an Internet-based system operated by U.S. Citizenship and Immigration Services (USCIS), part of the Department of Homeland Security (DHS), in partnership with the Social Security Administration (SSA). E-Verify is currently free to employers. E-Verify provides an automated link to Federal databases to help employers determine employment eligibility of new hires and the validity of their Social Security numbers. If your company wishes to avail themselves of this program, you can register online for E-Verify at hftgs:://www.vis-dhs. com/Em to erne istration , which provides instructions for completing the registration process. At the end of the registration process, you will be required to sign a Memorandum of Understanding (MOU) that provides the terms of agreement between you as the employer, the SSA, and DHS. An employee who has signatory authority for the employer can sign the MOU. Employers can use their discretion in identifying the best method by which to sign up their locations for E-Verify. To find out more about E-Verify, please visit www.dhs.sov/e-verify or contact USCIS at 1-888-464-4218. 14. ANNUAL APPROPRIATIONS: The contractor acknowledges that the County, during any fiscal year, shall not expend money, incur any liability, or enter into any agreement which, by its terms, involves the expenditure of money in excess of the amounts budgeted or the reduction of revenues for those budgeted agreements that may be available for expenditure during such fiscal year. Any agreement, verbal or written, made in violation of this subsection is null and void, and no money may be paid on such agreement. Nothing herein contained shall prevent the making of agreements for a period exceeding one year, but any agreement so made shall be executory only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years. Accordingly, the County's performance and obligation to pay under this agreement is contingent upon annual appropriation. 15. UNCONTROLLABLE FORCES (FORCE MAJEURE): When events occur that are not of the Contractor or County's doing, neither the Contractor nor the County will be deemed in default should the events meet the definition of"Uncontrollable Forces", also known as "Force Majeure". The term "Uncontrollable Forces" or "Force Majeure" shall mean any event which results in the prevention or delay of performance by a party of its obligations and which is beyond the reasonable control of the non-performing party. The events include, but are not 23 Page 385 of 993 limited to, fire, flood, earthquakes, storms, hurricanes, lightning, epidemic, war, riot, civil disturbance, sabotage, and governmental actions. Neither party shall be excused from performance if non-performance is due to forces which are reasonably preventable, removable, or remediable and which the non-performing party could have, with the exercise of reasonable diligence, prevented, removed, or remedied the event prior to its occurrence. The non-performing party shall, within five (5) calendar days after being prevented or delayed from performance by an uncontrollable force, deliver written notice to the other party particularly describing the circumstance that prevented its continued performance of the obligations of the work and a good faith estimate as to the anticipated duration of the delay and the means and methods for correcting the delay. 16. LAWS, CODES AND REGULATIONS The Contractor shall familiarize itself and comply with all Federal, State, County and City laws, codes, ordinances or regulations controlling the action or operation of those engaged in the Work, or affecting materials or methods used, and govern itself in accordance with them. If the Contractor observes that there are conflicts between the Drawings and Specifications or between any other documents, they shall promptly notify the County in writing. Failure of the Contractor to notify the County of these variances shall not provide relief for compliance to the document as may be interpreted by the County. The Contractor shall hold harmless, to the fullest extent permitted by Florida Law,the County and all of its officers, agents or servants against any claims or liability arising from, or based upon the violations of any such laws, by-laws, ordinances, regulations, orders or decrees, whether by itself or their employees. 17. LIQUIDATED DAMAGES Contractors are hereby advised that if the Work Order so indicate, a reasonable amount for liquidated damages may be assessed for Contractor's failure to meet stated specifications, schedule, or other relevant issues as determined by the County. Information regarding the composition of liquidated damages can be found in the Supplementary Conditions. The liquidated damages are not intended as a penalty. 18. INDEMNIFICATION 18.1 The Contractor shall indemnify, defend (by counsel reasonably acceptable to County) and hold harmless the County and its employees and agents from and against all liabilities, claims, suits, demands, damages, losses and expenses, including attorney fees, including, but not limited to or resulting from the performance of its Work,provided that any such liability, claim, suit, demand, damage, loss or expenses (a) is attributable to bodily injury, personal injury, sickness, disease or death or injury to or destruction of tangible property, including the loss of use resulting therefrom; and(b) is caused in whole or in part by an act or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable,whether 24 Page 386 of 993 or not it is caused in whole or in part by the negligence or other fault of a party indemnified hereunder. 18.2 In any and all claims against the County or any of its agents or employees by any employee of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable,the indemnification obligation under the previous paragraph shall not be limited in any way as to the amount or type of damages, compensations or benefits payable by or for the Contractor or any subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts. 18.3 The Contractor shall indemnify and hold harmless the County and anyone directly or indirectly employed by it from and against all claims, suits, demands, damages, losses or expenses (including attorney fees) arising out of any infringement of patent or copyrights held by others; and shall defend all such claims in connection with any alleged infringement of such rights. 19. CONTRACTOR'S RESPONSIBILITIES 19.1 Supervision and Superintendence 19.1.1 The Contractor shall provide at all times when the Work is being executed a competent superintendent to supervise and direct the Work in accordance with the Work Order. Prior to the commencement of the Work the Contractor shall provide a resume of the superintendent that will be assigned the responsibility to supervise the Work. If in the judgment of the County the proposed superintendent lacks the experience, skills and expertise to competently and efficiently supervise and direct the Work, then the County may require the Contractor to assign a different superintendent and the Contractor will be required to submit the resume of the replacement for the same consideration as before. The Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, but the Contractor shall not be responsible for the negligence of others in the design or specifications of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Work Order. The Contractor shall be responsible to see that the completed Work complies accurately with the Work Order. 19.1.2 The Contractor shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to the County, through the Professional, except under extraordinary circumstances. The superintendent will be the Contractor's representative at the site and shall have authority to act on behalf of the Contractor. All communications to the superintendent shall be as binding as if given to the Contractor. 19.2 Labor,Material and Equipment 19.2.1 The Contractor shall provide and pay for competent, suitable, qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. The Contractor shall at all times maintain good discipline and order on the site. 25 Page 387 of 993 19.2.2 The Contractor shall furnish and pay for all material, equipment, labor, transportation, construction equipment machinery, tools, appliances, fuel, power, light, heat, telephone, water facilities, sanitary facilities, all other facilities and all other incidentals whether temporary or permanent necessary for the execution, testing, initial operation, and completion of the Work as required by the Work Order. 19.2.3 All material and equipment shall be new and of good quality, except as otherwise provided in the Work Order. If required by the Professional,the Contractor shall furnish satisfactory evidence as to the kind and quality of material and equipment. 19.2.4 All material and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturer, fabricator or processor, except as otherwise provided in the Work Order. 20. SUBSTITUTE MATERIAL OR EQUIPMENT If the Contractor wishes to furnish or use a proposed substitute after the award of the Contract, it shall within thirty (30) calendar days after Notice to Proceed make written application to the Professional and the Project Manager for consideration of such substitute, certifying in writing that the proposed substitute: will perform adequately the duties imposed by the general design; be similar and of equal substance or quality to that specified; and be suited to the same use and capable of performing the same function as that specified. No substitute shall be ordered or installed without the prior written approval of the Professional. The application shall also contain an itemized estimate of all costs that may result directly or indirectly from acceptance of such substitute, including costs of redesign, delays, maintenance and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager and the Professional in evaluating the proposed substitute. Approval of any change in costs or schedule as a result of acceptance of the substitute by the Professional shall be by Change Order. 21. CONCERNING SUBCONTRACTORS 21.1 The Contractor shall be fully responsible for all acts and omissions of their Subcontractors and of persons directly or indirectly employed by them and of persons for whose acts any of them may be liable to the same extent as if they were employed by the Contractor. Nothing in the Work Order shall create any contractual relationship between any Subcontractor and the County or any obligation on the part of the County to pay or to see to the payment of any monies due any Subcontractor, except as may otherwise be required by law. The County may furnish to any Subcontractor, to the extent practical, evidence of amounts paid to the Contractor for specific Work done. 21.2 The Contractor shall identify and provide information on Subcontractors, Suppliers and other persons or organizations which shall be used by the Contractor, in accordance with requirements of the Work Order. 26 Page 388 of 993 21.3 The divisions and sections of the Specifications and the identifications of any Drawings shall not control the Contractor in dividing work among Subcontractor or delineating the Work to be performed by any specific trade. 21.4 The Contractor agrees to bind specifically every Subcontractor to the applicable terms and conditions of the Work Order, including but not limited to the General Conditions and Supplementary Conditions, for the benefit of the County. 21.5 All Work performed for the Contractor by a Subcontractor shall be pursuant to an appropriate written agreement between the Contractor and the Subcontractor which shall contain provisions that waive all rights the contracting parties may have against one another for damages caused by fire or other perils covered by insurance, except such rights as they may have to the proceeds of such insurance held by the County as trustee. The Contractor shall pay each Subcontractor an appropriate amount, determined by the value of the Work, of any insurance monies received by the Contractor under this insurance. 22. PERMITS The Contractor shall obtain and pay for all construction permits, licenses, governmental charges, inspection fees and all public utility charges which are applicable and necessary for the execution of the Work. All permit costs and public utility charges shall not be included in the base bid. Permit fees, if any, will be reimbursed to the Contractor on a separate invoice. Permits, if any, that are provided and paid for by the County, are listed in the Supplementary Conditions. Any delays associated with the permitting process will be considered for time extensions only; however, no damages or additional compensation for delay will be allowed. 23. USE OF PREMISES 23.1 The Contractor shall confine their equipment, storage of material, storage of equipment and the operations of their workers to the areas permitted by law, ordinances, permits or the requirements of the Work Order. The Contractor shall not unreasonably encumber the site with material and equipment. Any loss or damage to the Contractor's or any Subcontractor's equipment is solely at the risk of the Contractor. 23.2 During the progress of the Work, the Contractor shall keep the premises free from accumulations of waste material, rubbish and other debris or contaminates resulting from the Work. At the completion of the Work, the Contractor shall remove all waste material, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment, machinery and surplus material. The Contractor shall leave the site clean and ready for occupancy by the County at substantial completion of the Work. The Contractor shall restore to original condition all property so designated for alteration by the Work Order. 23.3 The Contractor shall not load or permit any part of any structure to be loaded in any manner that will endanger the structure. The Contractor shall not subject any part of the Work or adjacent property to stresses or pressures that will endanger them. 24. SAFETY AND PROTECTION 27 Page 389 of 993 24.1 The Contractor shall take all necessary precautions for the safety of and will provide the necessary protection to prevent damage, injury or loss to: 24.1.2 All employees on the Work and other persons who may be affected by it. 24.1.3 All the Work and all material or equipment to be incorporated, whether in storage on or off the site. The Contractor shall assume all risk of loss for stored equipment or material, irrespective of whether the Contractor has transferred the title of the stored equipment or material to the County. 24.1.4 Other property at the site or adjacent to it, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. 24.2 The Contractor is responsible for observing all OSHA regulations and shall self- inspect to ensure this is accomplished. The Contractor shall ensure that all personnel are properly trained and shall be able to provide documentation for their personnel that have attended training courses. Examples of such training courses are: Hazard Communications, Traffic Work Zone Safety, Personal Protective Equipment, First Aid/CPR, Permit Required Confined Space, Lock Out/Tag Out of Hazardous Energy. The Contractor is required to comply with OSHA Standards regardless of the number of employees they may have. 24.3 A County representative may periodically monitor work site safety. Should there be safety and/or health violations, classified as Serious, Willful or Criminal/Willful Violations, the County's representative may have the authority, but not the duty, to require the Contractor to correct the violation in an expeditious manner. Inspections shall be based on requirements contained in law. The definitions of serious,willful and criminal/willful violations are as follows: Serious Violation: A serious violation shall be deemed to exist in a place of employment if there is a substantial probability that death or serious physical harm could result from a condition which exists; or from one or more practices, means, methods, operations or processes which have been adopted or are in use, in such place of employment unless the employer did not, and could not,with the exercise of reasonable diligence,know of the presence of the violation. Willful Violation: May exist where evidence shows that the employer committed an intentional and knowing violation of the Act. Criminal/Willful Violation: A repeat violation of a previously cited willful violation. Violation of Serious, Willful or Criminal violation may have the following consequences: First violation: The correction may be a verbal warning and the correction shall be done the same day. Written documentation may be maintained by the County. Second violation May result in work stoppage until the violation is corrected. The work stoppage shall not entitle the Contractor to additional contract time or 28 Page 390 of 993 compensation. Liquidated damages provision will remain in full force and effect. Third violation This may constitute a breach of contract for safety violations and may result in termination of the contract, at the sole discretion of the County. Note: The County Safety Officer may stop any job to ensure the safety of all concerned. 24.4 Should the work site be in a hazardous area, the County may furnish the Contractor with information concerning hazards such as types or identification of known toxic material, machine hazards, Material Safety Data Sheets or any other information that would assist the Contractor in the planning of a safe work site. 24.5 The Contractor shall be aware that while working for the County, representatives from agencies such as the United States Department of Labor, Occupational Safety and Health Administration (OSHA) are invitees and need not have warrants or permission to enter the work site. These agencies, as well as the County Safety Officer, enter at the pleasure of the County. 24.6 The Contractor shall designate a competent person of its organization whose duty shall be the prevention of accidents at the site. This person shall be the Contractor's superintendent, unless otherwise designated in writing by the Contractor to the Professional. All communications to the superintendent shall be as binding as if given to the Contractor. 24.7 Should there be catastrophic injuries, as defined by OSHA, or a fatality on the worksite, the County Safety Manager, Risk Management Division, (863) 534-5267, shall be notified immediately. The Contractor shall promptly report by telephone and in writing to a County Representative and Professional all accidents arising out of or in connection with the Work which cause death, personal injury (defined by OSHA as a "lost time" accident), or property damage in excess of $500.00; giving full details and statements of any witnesses. County Representatives are defined as follows: The Division Director or the authorized representative, the division Project Manager and County Risk Management. Non-adherence to this policy could be cause for disqualification of the Contractor on future County Projects. 24.8 Should the County Safety Manager, require the OSHA 300 Log, a written safety and health plan and/or training documents,these documents shall be at this office within 24 hours of the request. Failure to provide the documentation within that time frame may cause the job to be shut down, at no expense to the County,until such documents are received. 24.9 In any event the County may stop the work when, in the County's opinion,the work is being performed in violation of any health and safety rules, regulations or laws. This includes environmental issues. 24.10 When it becomes necessary to stop the work for any of the reasons contained herein, the County shall issue a Stop Work Order to instruct the Contractor to cease work on the project. The County shall not be penalized in any manner as a result of this Stop Work Order. 25. EMERGENCIES 29 Page 391 of 993 25.1 In emergencies affecting the safety of persons,the Work or property at the site or adjacent thereto, the Contractor, without special instructions or authorization from the Professional if time or circumstances do not permit, is obligated to prevent or mitigate threatened damage, injury or loss. The Contractor shall give the Professional written notice that the emergency provision has been invoked and shall state the reasons within twenty-four (24) hours of the incident. If the Contractor believes the emergency results in additional Work, a claim for a Change Order may be submitted in accordance with the procedures set forth herein. 25.1.1 The Contractor shall immediately notify the Professional of all events involving personal injuries to any person on the site, whether or not such person was engaged in the construction of the Project, and shall file a written report on such person(s) and any other event resulting in property damage of any amount within five (5) calendar days of the occurrence. 25.1.2 If the Professional determines that a change in the Work Order is required because of the action taken by the Contractor in response to such an emergency, a Change Order will be issued to document the consequences of such action. 26. WARRANTY AND GUARANTEE 26.1 The Contractor warrants and guarantees to the County that all material and equipment will be new, unless otherwise specified; and that all work will be of good quality, performed in a workmanlike manner, free from faults or defects, and in accordance with the requirements of the Contract Documents and any inspections, tests or approvals referred to in this Article. All unsatisfactory Work, all faulty Work and all Work not conforming to the requirements of the Work Order or such inspections, tests, approvals or all applicable building, construction and safety requirements, shall be considered defective. Notice of all defects shall be given to the Contractor by the Project Manager. All defective work, whether or not in place, may be rejected, corrected or accepted as provided in this Article. 26.2 If, after approval of final payment and prior to the expiration of one year after the date of final completion and acceptance by the County, or such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents, any Work or material are found to be defective, incomplete or otherwise not in accordance with the Work Order, the Contractor shall promptly, without cost to the County and in accordance with the County's written instructions, either correct such defective Work or, if it has been rejected by the County, remove it from the site and replace it with non- defective work. If the Contractor does not promptly comply with the terms of such instructions, the County may have the defective Work corrected, removed or replaced. All direct and indirect costs of such action will be paid by the Contractor. 30 Page 392 of 993 ATTACHMENT A BV ANNUAL BID COVER PAGE & CHECKLIST The Contractor must complete and submit this Attachment. This Attachment shall be the cover page for the Contractors BV Annual Bid Submittal. Contractors should not modify the format of any of the required attachments. All Attachments can be downloaded in MS Word format online on the County's FTP Site at: ftp://ftp3.polk-county.net. The User id is "procurevendor", password is "solicitation". If the Submittal has modified Attachments or exceeds the maximum number of pages,the Contractor may be disqualified and deemed non-responsive. Please bind all Attachments together. Bid Number: 14-156 Bid Name: UTILITIES CONSTRUCTION SERVICES Contractor's Name: Address: City: State: Zip Code: Contractors License Number: Business Tax Receipt/Occupational License Number: By signing below, the Contractor acknowledges that they have carefully examined all BV Annual Bid Solicitation documents and understands all instructions, requirements, specifications, terms and conditions; and that all statements, information, costs, and schedules submitted in response to the BVP are current, complete, true,and accurate. Signature of Authorized Contact: Contact Name: Phone: Fax: Email: r 31 Page 393 of 993 Utilities Construction Services BVP 14-156 The following documents are required for this Submittal(please mark off each document to acknowledge the document is being submitted in the proper format): ❑ Attachment A Complete as cover page in the Submittal ❑ Attachment B Fill in all required information on Proposal Form and Proposal Sheets ❑ Attachment C Complete and submit(2)Project Approach Plan&Project Schedule(proper format) ❑ Attachment D Complete and submit(2)RA Plan and VA Plan(proper format) ❑ Attachment E Reference List&Past Performance Information Score ❑ Attachment E Complete and submit surveys questionnaires for each Critical Team Member ❑ Attachment F Project Scope of Services—Water Main Improvements ❑ Attachment G Project Scope of Service-Emergency Repairs ❑ Exhibit 1 Non-Collusion Affidavit of Prime Bidder ❑ Exhibit 2 Bid Bond ❑ Exhibit 7 Insurance Submittal Page Special Conditions❑ C ns Letter of Bondability from bonding agent BEST VALUE SUBMITTAL CHECKLIST AND FORMAT The Contractor must complete and submit this checklist along with the BV Annual Bid Submittal. This BV Submittal Checklist is not counted in the 16 page BV Submittal limit. Failing to answer, or answering"No"to any of the questions below may result in disqualification. 1. Is the BV Annual Bid Submittal 8 pages or less? ❑ Yes ❑ No 2. Does the BV Annual Bid Submittal contain no names,past projects, or ❑ Yes ❑ No information that may be used to identify who the furn is? 3. Do you understand that the contents of the BV Annual Bid Submittal ❑ Yes ❑ No will become part of the award documents? 4. Do you understand that your Submittal may be disqualified if you fail ❑ Yes ❑ No to meet any of the above requirements? 32 Page 394 of 993 Utilities Construction Services BVP 14-156 ATTACHMENT B BID PROPOSAL Overview Each Critical Team Member is required to have PPI (as outlined in the Solicitation and Attachment E.)Please complete this form and submit it with your submittal. CRITICAL TEAM MEMBERS Name of General Contractor: Name of Project Manager: Name of Site Superintendent: Price Sheet Total This total represents the sum of the prices as submitted on the price sheets. $ (Pages B-1 thru B-15) ADDENDUM ACKNOWLEDGEMENT Contractor acknowledges receipt of the following addenda, and has incorporated the requirements of such addenda into the submittal (List all addenda issued for this BV Annual Bid): No. Date No. Date No. Date No. Date No. Date No. Date 33 Page 395 of 993 coo 00 0000 000 0 000 000000 0000 000 00 0000 000 0 000 0000000c000 'C 600 O O C7C00 ci O COO 070000000000 IL fs 6%fie* 69 Efr fs 6%fs fA fA fA fs fA fs E»Efr fs Efs 6%fH 6%6%ff,fA fA fa fs W IL m c LL LL 0 m J J � � N0 Uu] J U UUU cA Cl) F- In W W UU U U U O r W wG LO Lf) Lf) 00 LO O O O O r r r0O00a 0LO 0 t0 p COO CM N0 - N N G _O 2 0 0 mC N V OCL O 0 CU dE N E to Q a O 7 ® N 0 c o 'A C13 C d G d N 2 O E J � � t; O c a '�" '� 0 c 2 2 Q -E2 -63 2 a ° �- ti « I CC 2 y 3 2 D c cd 0 z y m c 00 O H c o m a LL v th c Q M c c a c CL .CL . o Y ° ° w 'a U wCL c - .a_ w a �0a 0•c O DM ul tacv o. 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NN O9 O9 CV N � � NN 12 W a CG LO <O O CO CO CO LO <O <O CO LO CO CO CO CO c0 OD OD O Q N C O O O O C O O C O 0 0 0 0 0 0 M M M Z Z 'Lt � � � st '�t � V' � �t � tt � � � �t a ac O Ncov In (DI- ODOOrNMa D LOCO ODO O N N N N N N N N N N M M M M m m M M M 10 LO in LO LO in LO Ln Ln Ln Ln Ln Ln o o Ln LO Ln Ln Ln Page 410 of 993 Utilities Construction Services BVP 14-156 ATTACHMENT C PROJECT APPROACH PLAN(SAMPLE ONLY This template should be used. The Project Approach (PA) Plan should identify the Contractor's approach to meet the Proiect's requirements with a plan that meets time and cost goals. The Project Approach milestones should be prioritized(list the most important milestones first). The Contractor may add or delete Project Approach Claim table templates,but do not exceed the 2-page limit for this section. Do not include any identifying information in your PA Plan. Information listed under the "Documented Performance" line may describe where the Contractor has used the approach or solution previously, and what the results were in terms of verifiable metrics. Example: This section should provide a step-by-step guideline of how the Contractor plans their approach to construct the project, listing all major milestones individually. This should align with the Project Project rocMilestone : Schedule. We have completed 45 similar projects in the past 5 years, with 0.5% cost deviation, and 2%schedule deviation. The average client Documented Performace: satiqf raction ratig on these pMjects was 9.8 out,E10 Project Approach#1 Milestone Documented Performance: Project Approach#2 Milestone Documented Performance: Project Approach#3 Milestone : Documented Performance: Project Approach#4 Milestone : Documented Performance: Project Approach#5 Milestone : Documented Performance: Project Approach#6 Milestone : Documented Performance: 34 Page 411 of 993 Utilities Construction Services BVP 14-156 ATTACHMENT D RISK ASSESSMENT PLAN (SAMPLE ONLY) This template should be used. The Risk Assessment (RA) Plan should address the risks that the Contractor does not control. The risks should be prioritized(list the greatest risks first). The Contractor may add or delete Risk table templates, but do not exceed the 2-page limit for this section. Do not include any identifying information in the RA Plan. Information listed under the "Documented Performance" line may describe where the Contractor has used the approach or solution previously, and ' what the results were in terms of verifiable metrics. Example: Risk that is not identified by County professional, competing contractors, or expert Contractor will be identified and solved within 3 days maximum (unless Risk Description: more time is justified and requested Risk Impact/Why is Unforeseen circumstances I risks cause a deviation to our planned this a risk: baseline ex ecttio . Once we are notified of a change, we will take the following action: 1. Contractor shall immediately i the designera the same day as discoveryofpotential cost and time impact . Contractor shallfind bestpossibleoptions to minimize risk, with accompanying cost and time Contractor shall propose the best solution with justification and present to Solution: Con re resettive We use this approach as part of every project we complete. Wehavehadto use the approach 15 times over the past 3 years. Our solution resulted in less Documented than I%change orders, and 100%of the CLIENTS on these 15 projects rated Performance: ourperformance 10 out o 10 Risk#1 Description: Risk Impact/Why is this a risk: Solution: Documented Performance: Risk#2 Description: Risk Impact/Why is this a risk: Solution: Documented Performance: Risk#3 Description: Risk Impact/Why is this a risk: Solution: Documented Performance: 35 Page 412 of 993 Utilities Construction Services BVP 14-156 VALUE ADDED PLAN (SAMPLE ONLY) This template should be used. The Value Added(VA)Plan should identify any value added options or ideas that may benefit the County. The value added claims should be prioritized (identify the most important claims first). The Contractor may add or delete Value Added Claim table templates, but do not exceed the 2-page limit for this section. Do not include any identifying information in the VA Plan. Information listed under the "Documented Performance" line may describe where the Contractor has used the approach or solution previously, and what the results were in terms of verifiable metrics. Only use percentages of base costs for each claim. Do not include any dollar amounts. Contractor should note whether the claim is an additive or deductive change. Example: Reroofing this building will not stop all water leaks. The majority of the leaks are caused by cracks in the parapet walls, broken/missing glass, Item Claim: and oor caulking How ill this add value? This approach in 8 similar projects has worked 100%of the time in Documented Performce: sto i _all leaks Cost (+/-): + Schedule Impact(%}: + Item#1 Claim: How will this add value? Documented Performance: Cost Impact(%): Schedule Impact(%): Item#2 Claim: s How will this add value? Documented Performance: Cost Impact(%): Schedule Impact(%): Item#3 Claim: How will this add value? Documented Performance: Cost Impact(%): Schedule Impact(%): Item#4 Claim: How will this add value? Documented Performance: Cost Impact(%): Schedule Impact(%): Item#5 Claim: How will this add value? Documented Performance: Cost Impact(%): Schedule Impact(%): 36 Page 413 of 993 Utilities Construction Services BVP 14-156 ATTACHMENT E REFERENCE LIST AND PAST PERFORMANCE INFORMATION SCORE REFERENCE LIST Name of Critical Firm/Team Member: NO� nCLIENT POINT OF PHONE,', DATE AWARDED NAMECONTACT NUMBER INSTALLED COST 2 3 4 5 6 7 8 9 10 PAST PERFORMANCE INFORMATION SCORE Name of Critical Firm/Team Member: -- N M d V1 N o Criteria V0 E 0 Average 1 I Ability to manage the Project cost 2 Ability to maintain Project schedule 3 Quality of workmanship 4 Ability to manage/professionalism 5 Close out process Ability to communicate/document 6 risks Ability to follow rules and 7 requirements 8 Overall customer satisfaction Overall Average Score Total Number of Surveys Returned 37 Page 414 of 993 Utilities Construction Services BVP 14-156 SURVEY QUESTIONNAIRE Survey ID To: (Name of person completing survey) Phone: Fax: Subject: Past Performance Survey of (Name of Contractor) (Critical Team Firm/Team Member)) The County is implementing a process that collects past performance information on contractors and their key personnel. The firm/individual listed above has listed you as a client for which they have previously performed work on. The County appreciates your time in completing this survey.Rate each of the criteria on a scale of 1 to 10,with 10 representing that you were very satisfied and 1 representing that you were very unsatisfied.Please use whole numbers for the rating scale.Fractions will be round to the next whole number.Please rate each of the criteria to the best of your knowledge(you may leave a question blank if you don't have adequate knowledge). Client Name: Project No CRITERIA UNIT RATING 1 Ability to manage the Project cost (1-10) 2 Ability to maintain Project schedule (1-10) 3 Quality of workmanship (1-10) 4 Ability to manage and overall professionalism (1-10) (includes responses and prompt payment to suppliers and subcontractors) 5 Close out process(no punch list upon turnover,warranties, as-builts, operating (1-10) manuals, etc.) 6 Ability to communicate and document risks on the Project (1-10) 7 Ability to follow the users rules,regulations,and requirements (1--10) 8 Overall customer satisfaction (1-10) 9 Is the Project completed (YN) (has the firm/individual completed all work required under contract) Y N Printed Name(of Evaluator) Signature(of Evaluator) Thank you for your time and effort in assisting the County in this important endeavor. Please fax the completed survey to: [<<Contractor's fax#>>] 39 Page 415 of 993 Utilities Construction Services BVP 14-156 ATTACHMENT F WATER MAIN IMPROVEMENTS SCOPE OF SERVICES For the purpose of this solicitation the term "project" is defined as two separate scopes of work. One for a regular Water Main Improvement Scope of Service and the second is for an Emergency Scope of Service. Each submittal shall include one Project Approach Plan and Project Schedule for each scope. Water Main Improvements—Scope of services include the installation of an 8"C900 water main to extend the existing water main 1,000 linear feet(LF). The contractor will supply construction drawings,permits (Department of Health(DOH)and Right Of Way(ROW)use, clearance and as-built drawings to close out the project. The County has an existing 8"water main and has the need to extend the water main 1,000 LF, ending with a fire hydrant. The existing water main terminates with a fire hydrant that will be left in service. The proposed water main is a straight run of pipe with one storm drain crossing. The storm drain is 30" deep and 18"in diameter. The water main improvements should be completed using the Polk County Utilities Code Standards and Specifications. There is sufficient ROW for the installation,but there are numerous existing utilities within the ROW. 40 Page 416 of 993 Utilities Construction Services BVP 14-156 ATTACHMENT G EMERGENCY REPAIR OF A FORCE MAIN SCOPE OF SERVICES For the purpose of this solicitation the term "project" is defined as two separate scopes of work. One for a regular Water Main Improvement Scope of Service and the second is for an Emergency Scope of Service. Each submittal shall include one Project Approach Plan and Project Schedule for each scope. Emergency scope of services includes the emergency repair of a force main. The County has a force main that has ruptured resulting in the loss of a travel lane. In order to make the repair, a lift station will have to be by-passed to accomplish the isolation of the break. The force main is constructed of 12"PVC and is approximately 42"deep. Polk County Utilities Operations Staff has the lift station shut down and is using their vac truck and tanker to keep the station pumped down until the by-pass can be set up. The contractor will be responsible for making the repair, contacting the Polk County Department of Transportation, repairing the damaged road, by-passing the lift station and all restoration. 41 Page 417 of 993 Exhibit 1 NON-COLLUSION AFFIDAVIT OF PRIME BIDDER (SUBMITTAL PAGE) State of ) County of ) being first duly sworn, deposes and says that: 1. He/She is of , the Bidder that has submitted the attached Bid; 2. He/She is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstance respecting such Bid; 3. Such Bid is genuine and is not a collusive or sham Bid; 4. Neither the said Bidders nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm or person to submit a collusive or sham Bid in connection with such Contract or has in any manner, directly or indirectly, sought by agreement or collusion of communication or conference with any other Bidder, firm or person to fix the price or prices in the attached bid of any other Bidder, or to fix any overhead, profit or cost element of the Bid Price or the Bid Price of any other Bidder, or to secure through any collusion, conspiracy, connivance or unlawful agreement any advantage against the County or any person interested in the proposed Contract; and 5. The price or prices quoted in the attached Bid are flair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees or parties in interest, including this affiant. Signed: Title: Subscribed and sworn to before me this day of , 20 (Title) My Commission Expires: Page 418 of 993 EXHIBIT 2 BED BOND KNOW ALL MEN BY THESE PRESENTS,that we (hereinafter called the Principal)and (hereinafter called the Surety), a Corporation chartered and existing under the Laws of the State of ,and authorized to do business in the State of Florida, are held and firmly bound unto the Board of County Commissions, Polk County,Florida,in the full and just sum of ten thousand dollars and zero cents ($ 10,000.00) good and lawful money of the United States of America, to be paid upon demand of the County, to which payment will and truly be made, we bind ourselves,our heirs,executors,administrators, successors,and assigned jointly and severally and firmly by these presents. WHEREAS,the Principal is about to submit, or has submitted to the County,a Bid Submittal for the purpose of Best Value Procurement Annual Bid 14-156 Utilities Construction Services NOW THEREFORE, the conditions of this obligation are such if the Bid Submittal is accepted and recommended for award,the Principal shall, execute a satisfactory contract documents including an executed Public Construction Bond payable to County, in the amount of 100 percent (100%) of the total Contract Price, in form and with surety satisfactory to said County, then this obligation to be void, otherwise to be and remaining full force and virtue in law, and the surety shall, upon failure of the Principal to comply with any or all of the foregoing requirements, immediately pay to the aforesaid County, upon demand, the amount of this Bond, in good and lawful money of the United States of America,not as a penalty,but as liquidated damages. In the event the numerical expression is omitted or expressed as less than five percent (5%) of the total bid price, this figure shall be assumed to be erroneously stated and this bid bond shall be binding upon the Principal and Surety in the amount of five percent(5%)of the total bid price. IN TESTIMONY THEREOF,the Principal and Surety have caused these presents to be duly signed and sealed this day of 20 BB-1 Page 419 of 993 ATTEST: PRINCIPAL: BY: (SEAL) Witness Authorized Signature(Principal) Witness Printed Name Title of Person Signing Above ATTEST: SURETY: Printed Name BY: (SEAL) Witness Attorney in Fact Witness Printed Name Business Address NOTES: 1. All bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 2. Attorneys-in-fact who sign Bid Bonds or Contract Bonds must file with each bond a certified and effectively dated copy of their power of attorney. BB-2 Page 420 of 993 EXHIBIT 3 PAYMENT OF STORED MATERIALS As regards payment for stored materials on , and the inclusion by . (Principal) in Applications for Payment to Polk County, a political subdivision of the State of Florida(County) without evidence that those stored materials have been paid for by Principal, Surety hereby pledges: AS TO THE PERFORMANCE BOND: Surety acknowledges that materials will be stored on site or at a site agreeable to the County for use or incorporation in the project referenced herein. Surety agrees to remain obligated under the Performance Bond for the failure or default by Principal for any reason to timely use or incorporate the materials in the project. This certification applies to both the materials and associated labor with respect to Principal's obligation to timely complete the project according to the contract specifications. AS TO THE LABOR AND MATERIALS PAYMENT BOND: Surety acknowledges that materials will be stored on site or at a site agreeable to the County for use or incorporation in the project referenced herein. Surety agrees to remain obligated under the Labor and Materials Payment Bond to ensure that all materialmen, laborers, suppliers, and subcontractors having claims or disputes pertaining to the procurement and properly authorized storage of these materials are promptly paid by Principal. Entered into this day of , 20_,by (Name of Surety) Authorized signature of Surety EX-3 Page 421 of 993 EXHIBIT 4 EQUAL EMPLOYMENT OPPORTUNITY Polk County, a political subdivision of the State of Florida (County), is an Equal Opportunity/Affirmative Action Employer. Pursuant to Executive Order 11246 as amended, you are advised that under the provisions of government contracting, contractors and subcontractors are obliged to take affirmative action to provide equal employment opportunity without regard to race,creed,color,national origin,age or sex. We are committed to equal opportunity employment effort and expect firms that do business with the County to have a vigorous affirmative action program. CERTIFICATION BY PROPOSED PRIME OR SUBCONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY This certification is authorized pursuant to Executive Order 11246,Part II,Section 203(b), (30 F.R. 12319-15).Any Bidder or prospective contractor, or any of the proposed subcontractors, shall state as an initial part of the Bid or negotiations of the Contract whether it has participated in any previous Contract or subcontract to the equal opportunity clause; and, if so,whether it has filed all compliance reports due under applicable instructions. Where the certification indicated that the prime or subcontractor has not filed a compliance report due under applicable instruction, such Contractor shall be required to submit a compliance report. Contractor's Name: Address: 1. Bidder has participated in a previous contract or subcontract,subject to the Equal Opportunity Clause: YES NO 2. Compliance Reports were required to be filed in connection with such Contract or subcontract: YES NO 3. Bidder has filed all compliance reports due under applicable instructions: YES NO 4. If answer to Item 3 is No,please explain in detail on reverse side of this certification. EEO - 1 Page e 01693 The Bidder certifies that they do not maintain or provide for their employees any segregated facilities at any of their establishments, and that they do not permit their employees to perform their services at any location under their control where segregated facilities are maintained. The Bidder certifies further that they will not maintain or provide for their employees any segregated facilities at any of their establishments, and that they will not permit their employees to perform their services at any location under their control where segregated facilities are maintained. The Bidder agrees that a breach of this certification will be a violation of the Equal Opportunity clause in any contract resulting from acceptance of this Bid. As used in this certification, the term (segregated facilities" means any waiting rooms, work areas, restrooms, washrooms, restaurants, other eating areas, time clocks, locker rooms, storage areas, dressing areas, parking lots, drinking fountains, recreation/entertainment areas, transportation and housing facilities provided for employees which are segregate by explicit directive or are,in fact, segregated on the basis of race, color, religion or national origin, because of habit, local custom or otherwise. The Bidder agrees that (except where they have obtained identical certification from proposed subcontractors for specific time periods) they will obtain identical certification from proposed Subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provision of the Equal Opportunity clause; and that they will retain such certifications in their files. Certification — The information above is true and complete to the best of my knowledge and belief. (A willfully false statement is punishable by law—U.S.Code,Title 18, Section 1001.) Printed Name Title Signature Date EEO-2 Page RMY 693 EXHIBIT 5 DRUG-FREE WORKPLACE FORM The undersigned Bidder in accordance with Florida Statute 287.087 hereby certifies that does: 1. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace,the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation and employee assistance programs; and the penalties that may be imposed upon employees,for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection(a). 4. In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of Chapter 1892 or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five(5)days after such conviction. 5. Impose a sanction on or require the satisfactory participation in a drug abuse assistance or rehabilitation program,if such is available in the employee's community,by any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As the person authorized to sign the statement,I certify that this firm complies fully with the above requirements. Bidders Signature Date Ex-5 Page 424 of 993 EXHIBIT 6 SAFETY REQUIREMENTS/REGULATIONS Bidder must sign and have notarized: The undersigned Bidder hereby certifies that they fully understand the safety requirements/regulation provisions as stated in General Conditions 7.11 and will comply. Dated this day of , 20 Name of Firm By Title of Person Signing SWORN TO AND SUBSCRIBED BEFORE ME This day of , 20 Notary Public: My Commission Expires: EX-6 Page 425 of 993 EXHIBIT 7 INSURANCE REQUIREMENTS The BV Contractor shall purchase and maintain in force during the contract period the insurance as specified with an insurer licensed to do business in the State of Florida; rated "A VIII" or better by A.M. Best Rating Company for Class VIII financial size category. Polk County, a political subdivision of the State of Florida, must be named as an additional insured with respect to liability arising from the work as described in BVP 14-156 Utilities Construction Services for Automobile and General Liability policies of insurance. The certificate holder must be Polk County, a political subdivision of the State of Florida, 330 West Church Street, Bartow, Florida 33830. Workers' Compensation Insurance is required to provide statutory benefits, including those that may be required by any applicable federal statute. Any sole proprietor or partner actively engaged in the construction industry, and any corporate officer of a construction or non-construction industry corporation who elects to be exempt from the provisions of the workers' compensation law must provide either a workers' compensation exemption certificate " (construction industry) or a letter stating the exemption status and number of employees (non- construction industry). Commercial General Liability Insurance $1,000,000 combined single limit of liability for bodily injuries, death, and property damage, and personal injury resulting from any one occurrence, including the following coverages: Completed Operations: $1,000,000, Broad Form CG&L $1,000,000. Comprehensive Automobile Liability Insurance $1,000,000; combined single limit of liability for bodily injuries, death and property damage resulting from any one occurrence, including all owned, hired and non-owned vehicles. The general liability and worker's compensation policies shall contain a waiver of subrogation in favor of Polk County. An original certificate of insurance must be on file in the Procurement Division before a purchase order will be issued. Any questions regarding insurance requirements may be directed to Kari Kennedy, Procurement Manager, Polk County Procurement Division, via email, Kari Kennedy@Rolk-countL.net EX-7 Page 426 of 993 INSURANCE (SUBMITTAL PAGE) By signing below the Bidder is stating that they fully understand the insurance requirements for the project and if awarded the bid will provide all insurance coverage as required in Bid#14-074. The requirements are as follows: • Bidder is insured with a company licensed to do business in the State of Florida • The insurance company is rated A VIII or better by A.M. Best Rating Company (Workers Compensation, General and Automobile policies) • Polk County will be named as an additional insured for general and automobile liability • The certificate will contain a 30-day written notice of cancellation and a 10-day written notice of non-payment • The General Liability and Worker's Compensation policies will contain waiver of subrogation in favor of Polk County Company Name Bidder (signature) EX-7 Page 427 of 993 EXHIBIT 8 CERTIFICATE OF COMPLIANCE In accordance with Florida Statutes, Chapter 440, the General Contractor hereby states that for projects $250,000.00 or more, all subcontractors employed to work have workers' compensation insurance in place. Best Value Procurement Annual Bid# 14-156 Utilities Construction Services Contractor Signature Printed Name of Signer Date EX-8 Page 428 of 993 EXHIBIT 9 TRENCH SAFETY ACT COMPLIANCE TRENCH EXCAVATION SAFETY SYSTEM AND SHORING, SPECIAL(TRENCH EXCAVATION) Trench Excavation Safety System and Shoring. Special(Trench Excavation) General: 1. The Contractor shall comply with the Florida Trench Safety Act (90-96), Laws of FL.) effective October 1, 1990. 2. The Contractor(s) performing trench safety excavation on this Contract shall comply with the Occupational Safety and Health Administration's (OSHA) trench excavation safety standards, 29 CFR's 1926.650, Subpart P, including all subsequent revisions or updates to these standards as adopted by the Department of Labor and Employment Security(DLES). 3. By submission of his bid and subsequent execution of this Contract, the Contractor certifies that all trench excavation done within his control shall be accomplished in strict adherence with OSHA trench safety standards contacted 29 CFR's 1926.650, Subpart P, including all subsequent revisions or updates to these standards as adopted by the Department of Labor and Employment Security. 4. The Contractor also agrees that he has obtained or will obtain identical certification from his proposed Subcontractors that will perform trench excavation prior to award of the subcontracts and that he will retain such certifications in his files for a period of not less than three years following final acceptance. 5. The Contractor shall consider all available geotechnical information in his design of the trench excavation safety system. 6. Inspections may be conducted by the County and the County's Safety Officer. Serious deficiencies will be corrected on the spot or the job may be closed. Imminent danger citing will result in the immediate cessation of work. Work will resume when the danger is corrected. 7. Bidder acknowledges that included in the various items of the proposal and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90-96), Laws of FL) effective October 1, 1990. The bidder further identifies the costs to be summarized as follows: Trench Safety Units of Measure Measure Unit Unit Extended (Description) (LF,SY) (QTY) Cost Cost A. $ $ B. $ $ C. $ $ D. $ $ Total $ Failure to complete the above may result in the bid being declared non-responsive. Ex-9 Page 429 of 993 EXHIBIT 10 AFFIDAVIT CERTIFICATION IMMIGRATION LAWS SOLICITATION NO.: 14-156 PROJECT NAME: Utilities Construction Services POLK COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA (COUNTY), WILL NOT INTENTIONALLY AWARD COUNTY CONTRACTS TO ANY CONTRACTOR WHO KNOWINGLY EMPLOYS UNAUTHORIZED ALIEN WORKERS, CONSTITUTING A VIOLATION OF THE EMPLOYMENT PROVISIONS CONTAINED IN 8 U.S.C. SECTION 1324 a(e) {SECTION 274A(e) OF THE IMMIGRATION AND NATIONALITY ACT("INA"). THE COUNTY MAY CONSIDER THE EMPLOYMENT BY ANY CONTRACTOR OF UNAUTHORIZED ALIENS A VIOLATION OF SECTION 274A(e) OF THE INA. SUCH VIOLATION BY THE RECIPIENT OF THE EMPLOYMENT PROVISIONS CONTAINED IN SECTION 274A(e) OF THE INA SHALL BE GROUNDS FOR UNILATERAL CANCELLATION OF THE CONTRACT BY THE COUNTY. BIDDER ATTESTS THAT THEY ARE FULLY COMPLIANT WITH ALL APPLICABLE IMMIGRATION LAWS (SPECIFICALLY TO THE 1986 IMMIGRATION ACT AND SUBSEQUENT AMENDMENTS). Company Name: Signature Title Date STATE OF: COUNTY OF: The foregoing instrument was signed and acknowledged before me this day of , 20—, by who has produced (Print or Type Name) as identification. (Type of Identification and Number) Notary Public Signature Printed Name of Notary Public Notary Commission Number/Expiration EX-10 Page 430 of 993 EXHIBIT 11 SCRUTINIZED COMPANIES CERTIFICATION (Florida Statutes, Section 287.135) SOLICITATION NO.: BVP 14-156 PROJECT NAME: Utilities Construction Services The undersigned, as of (the"Contractor"), a Florida corporation, hereby certifies the following to Polk County, a political subdivision of the State of Florida,by and on behalf of the Contractor in accordance with the requirements of Florida Statutes, Section 287.135: (i) the Contractor is not on the Scrutinized Companies with Activities in Sudan List; and (ii) the Contractor is not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List (as both such lists are created pursuant to Florida Statutes, Section 215.473); and (iii) the Contractor does not have business operations (as that term is defined in Florida Statutes, Section 287.135) in Cuba or Syria; and (iv) the Contractor was not on either of the foregoing lists or conducting business operations in Cuba or Syria when it submitted its bid to the County; and (v) the Contractor is fully aware of the penalties that may be imposed upon the Contractor for submitting a false certification to the County regarding the foregoing matters; and (vi) the undersigned is duly authorized to execute this Certification by and on behalf of the Contractor. Executed this day of , 201_ ATTEST: a Corporation By: By: PRINTED NAME: PRINTED NAME: Its: Its: EX-11 Page 431 of 993 June 4, 2014 POLK COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA ADDENDUM #3 BVP 14-156 UTILITIES CONSTRUCTION SERVICES This addendum is issued to clarify, add to, revise and/or delete items of the BVP Document for this work. This Addendum is a part of the BVP Document and acknowledgment of its receipt shall be noted on the Addendum. Contained within this addendum: questions and answers received; revisions to BVP Document; revised price sheets; clarification; and revision to Addendum #2, issued 06/02/2014. 7-ewry Terry L. Marvin Procurement Specialist Procurement Division This Addendum sheet must be signed and faxed to 863-534-6789. This is the only acknowledgment required. Signature: Printed Name: Title: Company: Page 432 of 993 REVISION TO ADDENDUM #2: DELETE: in its entirety: "The Submittal receiving date has been extended two weeks." ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ATTACHMENT- Revised TTACHMENT:Revised Price Sheets, Labeled as: "Addendum #3, 06/04/2004" ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... REVISIONS TO BID DOCUMENT: Bid Document 14-156 Utilities Construction Services, Attachment A, BV Annual Bid Cover Page and Check List, Page 32 Best Value Submittal Check List and Format, Item #1 DELETE: in its entirety REPLACE: with 1. Is the BV Annual Bid Submittal 16 pages or less?" BVP 14-156 Utilities Construction Services Proposal Form, Price Sheets: Pages 1 - 15 SUMMARY OF CHANGES: Pages 1 — 15: REPLACE: Item #1 -#545: All quantities changed to 1 Page 2: DELETE: in its entirety the description: PVC C900 SDR 25, for Force Mains, 0 - 6' Depth. REPLACE: with PVC C900 SDR 18, for Force Mains, 0 - 6' Depth. DELETE: in its entirety the description: PVC C905 SDR 25, for Force Mains, 0 - 6' Depth. REPLACE: with PVC C905 SRD 18, for Force Mains, 0' - 6' Depth Page 7: DELETE: in its entirety the description: Pipe Bursting with SRD 19, HDPE IPS for Gravity Systems. REPLACE: with Pipe Bursting with SRD 19, HDPE DIP for Gravity Systems "PlexVue Gray" Page 8: DELETE: in its entirety the description: Pipe Bursting with SRD 17, HDPE DIP for Gravity Systems. REPLACE: with Pipe Bursting with SRD 17, HDPE DPI for Gravity Systems "PlexVue Gray" DELETE: in its entirety the description: Pipe Bursting with SRD 17, HDPE IPS for Pressure Systems. REPLACE: with Pipe Bursting with SRD 17, HDPE DIP for Pressure Systems with color specific striping. DELETE: in its entirety the description: Pipe Bursting with SRD 11 HDPE IPS for Pressure Systems. REPLACE: with Pipe Bursting with SRD 11 HDPE DIP for Pressure Systems with color specific striping Page 433 of 993 Page 10: Jack and Bore description DELETE the number: `340% REPLACE: with item number `350'. Numbers to follow in subsequent order starting with item number 350. Page 10 (cont.): Item numbers 344 — 350; DELETE: in its entirety "Ductile Iron Pipe" REPLACE: with "Steel Casing" Page 13: Gravity Sewer Pipe description, Item numbers 450 and 451: DELETE: in their entirety REPLACE: with 450: 4" SDR 26 PVC Service Pipe 451: 6" SDR 26 PVC Service Pipe Gravity Sewer Pipe Fittings description, Item numbers 459 and 460: DELETE: in their entirety REPLACE: with 459: 6" x 6" SDR 26 PVC Wye 460: 8" x 6" SDR 26 PVC Wye Page 15: Final Record Documents description, Item number 545: ADD: the words"...in the amount of $500,000" CLARIFICATION: • The revised price sheets labeled as "Addendum #3, 06/04/2014" must be used when submitting. • The Submittal Receiving Date is Wednesday, June 11, 2014 as per Addendum #2, dated 06/02/2014. QUESTIONS: Question 1: Can the Technical Risk essay format be used instead of the itemized Project Approach format? Answer: No. The County respectfully requests the Submittal Requirements in Section 2 remain as they are stated in the Best Value Annual Bid Procurement Document#14-156. Question 2: Under the Best Value Submittal Checklist and Format section of page 2, item 1 asks "Is the BV Annual Submittal 8 pages or less?" Shouldn't that be 16 pages or less? The rationale for 16 pages is: 2 pages for Project Approach, 2 pages for Project Schedule, 2 pages for Risk Assessment Plan, and 2 pages for Value Added Plan for each of the two scenarios Page 434 of 993 (attachments F and G). In my mind, we will have 8 pages (maximum) for each scenario, which yields 16 pages (maximum). Answer: Please see `REVISION' section above. Question 3: (On the Proposal form): What is the purpose of varying quantities for pay items on the proposal form? In the past, it's always been a unit price for 1 that is entered for each bid item. Answer: Please see revised price sheets. Question 4: Numerous items have no quantity specified. Is the quantity zero or should it be 1? We recommend making them all a quantity of 1; it makes math easier and filling in the proposal form much, much quicker and easier on bid-due date. Answer: Please see revised price sheets. Question 5: Items 48-52 are specified to be PCF C900 SDR 25 for Force Mains. The County's current standard requires SDR 18; the old standard was SDR 25. Please clarify. Answer: Please see revised price sheets. Question 6: Items 254-279, we suggest specifying "PlexVue gray or equal in color" for the color. PlexVue gray is an industry standard and doesn't sole source the pipe. The reason for this suggestion is that when closed circuit televising a sewer line, the gray color shows up much better than black. Without a color specification, black will likely be provided. Black does not look good in a CCTV of a sewer line. Answer: PlexVue gray will be the standard. No equal. Please see revised price sheets. Question 7: Items 280-302, we suggest adding to the header of these two sections something like "with color coded striping" so that a water main will get HDPE with blue stripes, a sewer main will get HDPE with green stripes, a reclaimed water main will get HDPE with purple stripes. Answer: Please see revised price sheets. Question 8: Items 344-350 "Jack and Bore," includes the description "...using Ductile Iron Pipe." Are we to install ductile iron pipe via jack and bore or are we to install a steel casing using jack and bore per County standards and install ductile iron pipe inside the casing? Industry standard is to install a steel casing via jack and bore then install ductile iron pipe or PVC inside the steel casing. We suggest deleting the "...using Ductile Iron Pipe" portion of the description and simply call it "steel casing" such that an example of an item would read "20-inch jack and bore steel casing." County standards specify the wall thickness of the steel casing, depending on whether the casing is under a County road, State road, or railroad track, so no additional description should be needed. Answer: Please see revised price sheets. Question 9: Item 540 Public Construction Bond: no dollar amount is specified for developing the bond cost. In past times, this item read "Public Construction Bond ($600,000)" so that we were to get a price of a construction bond on a $600,000 project. In our opinion, this item could Page 435 of 993 deleted or be described to direct us to not insert a price for a bond. The reason for this opinion is that we are reimbursed exactly what a bond and its recording fees cost us. We don't see a real benefit to inserting the cost of a bond regardless of the project amount it is to cover. Answer: Please see revised price sheets. Question 10: Bid item numbers should be revisited. The item that should be numbered 350 is actually 340, then 340-349 is repeated with the new/restarted numbers continuing to the end of the bid items. Answer: Please see revised price sheets. Question 11: Please review pay items 521-536. 1 believe the latest Utilities Specifications allow/specify 1" and 1-1/2" service sizes. Answer: It will remain 2" only. If and when 1" or 1-1/2" is used, the successful bidder will use 50% and/or 75% of the 2" price as needed. Page 436 of 993 June 2, 2014 POLK COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA ADDENDUM #2 BVP 14-156 UTILITIES CONSTRUCTION SERVICES This addendum is issued to clarify, add to, revise and/or delete items of the BVP Document for this work. This Addendum is a part of the BVP Document and acknowledgment of its receipt shall be noted on the Addendum. Contained within this addendum: revised receiving date The Submittal receiving date has been extended two weeks. The revised Submittal Receiving Date is Wednesday, JUNE 11, 2014 prior to 2:OOpm 7-ewry Terry L. Marvin Procurement Specialist Procurement Division This Addendum sheet must be signed and faxed to 863-534-6789. This is the only acknowledgment required. Signature: Printed Name: Title: Company: Page 437 of 993 May 27, 2014 POLK COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA ADDENDUM #1 BVP 14-156 UTILITIES CONSTRUCTION SERVICES This addendum is issued to clarify, add to, revise and/or delete items of the BVP Document for this work. This Addendum is a part of the BVP Document and acknowledgment of its receipt shall be noted on the Addendum. Contained within this addendum: revised receiving date The Submittal receiving date has been extended one week. The revised Submittal Receiving Date is Wednesday, JUNE 4, 2014 prior to 2:OOpm 7-ewry Terry L. Marvin Procurement Specialist Procurement Division This Addendum sheet must be signed and faxed to 863-534-6789. This is the only acknowledgment required. Signature: Printed Name: Title: Company: Page 438 of 993 7.C. BIDS AND PURCHASES OVER$100,000 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve utilizing the State of Florida Contract#25172500- 19-ACS (Alternate Source Contract)with Easy Pay tires for the purchase of Good Year Tires for the City's fleet vehicles on an "As Needed" basis with an estimated annual expenditure of$320,000. The State of Florida Alternate Source Contract procurement process satisfies the City's competitive bid requirements. EXPLANATION OF REQUEST: Contract Term: April 1, 2019 - March 31, 2024 The State of Florida is a participating state in the NASPO ValuePoint Cooperative Purchasing Program for New Tires. The tires are purchased for the City's Fleet on an "As Needed" basis. New tires are essential for the City's Fleet. Easy Pay Tires is a company located in Boynton Beach. The contract is for 5 years with no renewals. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? Approval for the use of this contract will allow for the City's Fleet to be equipped with new tires when needed. FISCAL IMPACT: Budgeted Funding is budgeted and available with account 502-0000-141-0100 FY 16/17 expenditures $316,402.12 FY 17/18 expenditures $294,526.99 FY 18/19 year to date $170,840.02 ALTERNATIVES: To not approve the Piggy Back and have the City go out for bid on it's own. However, multi-state bid solicitation is considerably lower than pricing that would be provided for a City Bid. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Page 439 of 993 Grant Amount: ATTACHMENTS: Type Description D Addendum Agreement D Addendum Contract Pricing D Addendum State of Florida Alternate Source Contract D Addendum Participating Addendum Page 440 of 993 Iowa Department of Administrative Services Contracts Declaration&Execution Page Bid Prop, Contract Number I Tires,Tubes and Services-NASPO ValuePolnt =RFP1118005083 _—Tont 19101 Title of Contracts Bid Proposal Number This Agreement is entered into between the State of Iowa(by and through its agency,the Department of Administrative Services)and the ContractGr named below: State Agency's Name� Iowa Department of Administrative Services–Central Procurement Bureau Contractor's Name: The Goodyear Tire St Rubber Company Contract to Begin: I Crate of Expiration: Annual Extensions: April 1,2019 March 31,2024 None The parties agree to comply with the terms and conditions and attachments which are by this reference made a part of the Agreement. Section 1–Terms&Conditions ................. ...... ............ ...................I..............................,Page 2 Section 2–Scope of Work...,.,........... ......... ..........__.........................................__ ......,.,,..Page 26 Section3–Pricing..........__...... .......... ...........__....................___................i____....Page 33 Section4–Contacts....... ............... ............ .................. ......................_.................................Page 36 !N WITNESS WHEREOF,this Agreement has been executed by the parties hereto Contractor:Goodyear Tire® Rubber Company By(Au t atu _=91 Date Slighyd Prance - t nnte Names Tide to arson Signing N ... Tite 0 r M Mayl aylon Ca o ,Channel Manager Government Sales 200 Innovation Way,Akron,OH 44316 State of Iowa- Department of Administrative Services–Central Procurement Bureau __8_(_Aui ed 57--gn-af �—ure) date c 70 S, Ap I st Printed Name and Title of P Allen Meyer,COO Addrpm 1305 E.Walnut Street,Hoover Building,Floor 3,Des Moines,IA 50319 Page 441 of 993 SECTION 1 NASPO ValuePoint Master Agreement Terms and Conditions 1.1. Master Agreement Order of Precedence 1.1.1. Any Order placed under this Master Agreement shall consist of the following documents: (1) A Participating Entity's Participating Addendum ("PA"); (2) NASPO ValuePoint Master Agreement Terms&Conditions; (3) A Purchase Order issued against the Master Agreement; (4) The Specifications or Scope of Work; (5) The Solicitation or, if separately executed after award, the Lead State's bilateral agreement that integrates applicable provisions; (6) Contractor's response to the Solicitation, as revised (if permitted) and accepted by the Lead State. 1.1.2. These documents shall be read to be consistent and complementary. Any conflict among these documents shall be resolved by giving priority to these documents in the order listed above. Contractor terms and conditions that apply to this Master Agreement are only those that are expressly accepted by the Lead State and must be in writing and attached to this Master Agreement as an Exhibit or Attachment. 1.2. Definitions Acceptance is defined by the applicable commercial code, except Acceptance shall not occur before the completion of delivery in accordance with the Order, installation if required, and a reasonable time for inspection of the Product. Contractor means the person or entity delivering Products or performing services under the terms and conditions set forth in this Master Agreement. Embedded Software means one or more software applications which permanently reside on a computing device. Intellectual Property means any and all patents, copyrights, service marks, trademarks, trade secrets, trade names, patentable inventions, or other similar proprietary rights, in tangible or intangible form, and all rights,title,and interest therein. Lead State means the State centrally administering any resulting Master Agreement(s). Master Agreement means the underlying agreement executed by and between the Lead State, acting on behalf of the NASPO ValuePoint program, and the Contractor, as now or hereafter amended. NASPO ValuePoint is the NASPO Cooperative Purchasing Organization LLC, doing business as NASPO ValuePoint, a 501(c)(3) limited liability company that is a subsidiary organization the National Association of State Procurement Officials (NASPO), the sole member of NASPO ValuePoint. NASPO ValuePoint facilitates administration of the NASPO cooperative group contracting consortium of state chief procurement officials for the benefit of state departments, institutions, agencies, and political subdivisions and other eligible entities (i.e., colleges, school Contract—Goodyear Tire&Rubber Company 2 Page 442 of 993 districts, counties, cities, some nonprofit organizations, etc.) for all states, the District of Columbia, and territories of the United States. NASPO ValuePoint is identified in the Master Agreement as the recipient of reports and may perform contract administration functions relating to collecting and receiving reports as well as other contract administration functions as assigned by the Lead State. Order or Purchase Order means any purchase order, sales order, contract or other document used by a Purchasing Entity to order the Products. Participating Addendum means a bilateral agreement executed by a Contractor and a Participating Entity incorporating this Master Agreement and any other additional Participating Entity specific language or other requirements, e.g. ordering procedures specific to the Participating Entity, other terms and conditions. Participating Entity means a state, or other legal entity, properly authorized to enter into a Participating Addendum. Participating State means a state, the District of Columbia, or one of the territories of the United States that is listed in the Request for Proposal as intending to participate. Upon execution of the Participating Addendum, a Participating State becomes a Participating Entity; however, a Participating State listed in the Request for Proposal is not required to participate through execution of a Participating Addendum. Product means any equipment, software (including embedded software), documentation, service or other deliverable supplied or created by the Contractor pursuant to this Master Agreement. The term Products, supplies and services, and products and services are used interchangeably in these terms and conditions. Purchasing Entity means a state (as well as the District of Columbia and U.S territories), city, county, district, other political subdivision of a State, and a nonprofit organization under the laws of some states if authorized by a Participating Addendum, that issues a Purchase Order against the Master Agreement and becomes financially committed to the purchase. Purchasing Entities shall have the rights extended to"User Entities" under the RFP. NASPO ValuePoint Program Provisions 1.3. Term of the Master Agreement 1.3.1. The term of this Master Agreement is for five(5)years.This Master Agreement has no renewal periods. 1.3.2. The Master Agreement may be extended for a reasonable period of time, not to exceed six months, if in the judgment of the Lead State a follow-on, competitive procurement will be unavoidably delayed (despite good faith efforts) beyond the planned date of execution of the follow-on master agreement. This subsection shall not be deemed to limit the authority of a Lead State under its state law otherwise to negotiate contract extensions. Contract—Goodyear Tire&Rubber Company 3 Page 443 of 993 1.4. Amendments The terms of this Master Agreement shall not be waived, altered, modified, supplemented or amended in any manner whatsoever without prior written agreement of the Lead State and Contractor. 1.5. Participants and Scope 1.5.1. Contractor may not deliver Products under this Master Agreement until a Participating Addendum acceptable to the Participating Entity and Contractor is executed. The NASPO ValuePoint Master Agreement Terms and Conditions are applicable to any Order by a Participating Entity (and other Purchasing Entities covered by their Participating Addendum), except to the extent altered, modified, supplemented or amended by a Participating Addendum. By way of illustration and not limitation, this authority may apply to unique delivery and invoicing requirements, confidentiality requirements, defaults on Orders,governing law and venue relating to Orders by a Participating Entity, indemnification, and insurance requirements. Statutory or constitutional requirements relating to availability of funds may require specific language in some Participating Addenda in order to comply with applicable law. The expectation is that these alterations, modifications, supplements, or amendments will be addressed in the Participating Addendum or, with the consent of the Purchasing Entity and Contractor, may be included in the ordering document(e.g. purchase order or contract) used by the Purchasing Entity to place the Order. 1.5.2. Use of specific NASPO ValuePoint cooperative Master Agreements by state agencies, political subdivisions and other Participating Entities (including cooperatives) authorized by individual state's statutes to use state contracts are subject to the approval of the respective State Chief Procurement Official. Issues of interpretation and eligibility for participation are solely within the authority of the respective State Chief Procurement Official. 1.5.3. Obligations under this Master Agreement are limited to those Participating Entities who have signed a Participating Addendum and Purchasing Entities within the scope of those Participating Addenda. States or other entities permitted to participate may use an informal competitive process to determine which Master Agreements to participate in through execution of a Participating Addendum. Financial obligations of Participating Entities who are states are limited to the orders placed by the departments or other state agencies and institutions having available funds. Participating Entities who are states incur no financial obligations on behalf of other Purchasing Entities. Contractor shall email a fully executed PDF copy of each Participating Addendum to PA@naspovaluepoint.org to support documentation of participation and posting in appropriate data bases. 1.5.4. NASPO Cooperative Purchasing Organization LLC, doing business as NASPO ValuePoint, is not a party to the Master Agreement. It is a nonprofit cooperative purchasing organization assisting states in administering the NASPO cooperative purchasing program for state government departments, institutions, agencies and political subdivisions (e.g., colleges, school districts, counties, cities, etc.) for all 50 states, the District of Columbia and the territories of the United States. Contract—Goodyear Tire&Rubber Company 4 Page 444 of 993 1.5.5. Participating Addenda shall not be construed to amend the following provisions in this Master Agreement between the Lead State and Contractor that prescribe NASPO ValuePoint Program requirements: Term of the Master Agreement; Amendments; Participants and Scope; Administrative Fee; NASPO ValuePoint Summary and Detailed Usage Reports; NASPO ValuePoint Cooperative Program Marketing and Performance Review; NASPO ValuePoint eMarket Center; Right to Publish; Price and Rate Guarantee Period; and Individual Customers.Any such language shall be void and of no effect. 1.5.6. Participating Entities who are not states may under some circumstances sign their own Participating Addendum, subject to the consent to participation by the Chief Procurement Official of the state where the Participating Entity is located. Coordinate requests for such participation through NASPO ValuePoint. Any permission to participate through execution of a Participating Addendum is not a determination that procurement authority exists in the Participating Entity; they must ensure that they have the requisite procurement authority to execute a Participating Addendum. 1.5.7. Resale. "Resale" means any payment in exchange for transfer of tangible goods, software, or assignment of the right to services. Subject to any specific conditions included in the solicitation or Contractor's proposal as accepted by the Lead State, or as explicitly permitted in a Participating Addendum, Purchasing Entities may not resell Products (the definition of which includes services that are deliverables). Absent any such condition or explicit permission, this limitation does not prohibit: payments by employees of a Purchasing Entity for Products; sales of Products to the general public as surplus property; and fees associated with inventory transactions with other governmental or nonprofit entities and consistent with a Purchasing Entity's laws and regulations. Any sale or transfer permitted by this subsection must be consistent with license rights granted for use of intellectual property. 1.6. Administrative Fees 1.6.1. The Contractor shall pay to NASPO ValuePoint, or its assignee, a NASPO ValuePoint Administrative Fee of one-quarter of one percent (0.25% or 0.0025) no later than sixty (60) days following the end of each calendar quarter. The NASPO ValuePoint Administrative Fee shall be submitted quarterly and is based on all sales of products under the Master Agreement (less any charges for taxes or shipping). The NASPO ValuePoint Administrative Fee is not negotiable. This fee is to be included as part of the pricing submitted with proposal. 1.6.2. Additionally, some states may require an additional fee be paid directly to the state only on purchases made by Purchasing Entities within that state. For all such requests, the fee level, payment method and schedule for such reports and payments will be incorporated into the Participating Addendum that is made a part of the Master Agreement. The Contractor may adjust the Master Agreement pricing accordingly for purchases made by Purchasing Entities within the jurisdiction of the state. All such agreements shall not affect the NASPO ValuePoint Administrative Fee percentage or the prices paid by the Purchasing Entities outside the jurisdiction of the state requesting the additional fee.The NASPO ValuePoint Administrative Fee in subsection 6a shall be based on the gross amount of all sales (less any charges for taxes or shipping) at the adjusted prices(if any) in Participating Addenda. Contract—Goodyear Tire&Rubber Company 5 Page 445 of 993 1.7. NASPO ValuePoint Summary and Detailed Usage Reports In addition to other reports that may be required by this solicitation, the Contractor shall provide the following NASPO ValuePoint reports. 1.7.1. Summary Sales Data. The Contractor shall submit quarterly sales reports directly to NASPO ValuePoint using the NASPO ValuePoint Quarterly Sales/Administrative Fee Reporting Tool found at: http://calculator.naspovaluepoint.org. All sales of product made under this Master Agreement shall be reported as cumulative totals by state. Even if Contractor experiences zero sales during a calendar quarter, a report is still required. Reports shall be due no later than thirty (30) days following the end of the calendar quarter(as specified in the reporting tool). 1.7.2. Detailed Sales Data. Contractor shall also report detailed sales data by: (1) state; (2) entity/customer type, e.g. local government, higher education, K12, non-profit; (3) Purchasing Entity name; (4) Purchasing Entity bill-to and ship-to locations; (4) Purchasing Entity and Contractor Purchase Order identifier/number(s); (5) Purchase Order Type (e.g. sales order, credit, return, upgrade, determined by industry practices); (6) Purchase Order date; (7) Ship Date; (8) and line item description, including product number if used. The report shall be submitted in any form required by the solicitation. Reports are due on a quarterly basis and must be received by the Lead State and NASPO ValuePoint Cooperative Development Team no later than thirty (30) days after the end of the reporting period. Reports shall be delivered to the Lead State and to the NASPO ValuePoint Cooperative Development Team electronically through a designated portal, email, CD-ROM, flash drive or other method as determined by the Lead State and NASPO ValuePoint. Detailed sales data reports shall include sales information for all sales under Participating Addenda executed under this Master Agreement. The format for the detailed sales data report is shown in Exhibit A. 1.7.3. Reportable sales for the summary sales data report and detailed sales data report includes sales to employees for personal use where authorized by the solicitation and the Participating Addendum. Report data for employees should be limited to ONLY the state and entity they are participating under the authority of (state and agency, city, county, school district, etc.) and the amount of sales. No personal identification numbers, e.g. names, addresses, social security numbers or any other numerical identifier, may be submitted with any report. 1.7.4. Contractor shall provide the NASPO ValuePoint Cooperative Development Coordinator with an executive summary each quarter that includes, at a minimum, a list of states with an active Participating Addendum, states that Contractor is in negotiations with and any Participating Addendum roll out or implementation activities and issues. NASPO ValuePoint Cooperative Development Coordinator and Contractor will determine the format and content of the executive summary. The executive summary is due thirty(30) days after the conclusion of each calendar quarter. Contract—Goodyear Tire&Rubber Company 6 Page 446 of 993 1.7.5. Timely submission of these reports is a material requirement of the Master Agreement. The recipient of the reports shall have exclusive ownership of the media containing the reports. The Lead State and NASPO ValuePoint shall have a perpetual, irrevocable, non- exclusive, royalty free, transferable right to display, modify, copy, and otherwise use reports, data and information provided under this section. 1.8. NASPO ValuePoint Cooperative Program Marketing,Training,and Performance Review 1.8.1. Contractor agrees to work cooperatively with NASPO ValuePoint personnel. Contractor agrees to present plans to NASPO ValuePoint for the education of Contractor's contract administrator(s) and sales/marketing workforce regarding the Master Agreement contract, including the competitive nature of NASPO ValuePoint procurements, the Master agreement and participating addendum process, and the manner in which qualifying entities can participate in the Master Agreement. 1.8.2. Contractor agrees, as Participating Addendums become executed, if requested by ValuePoint personnel to provide plans to launch the program within the participating state. Plans will include time frames to launch the agreement and confirmation that the Contractor's website has been updated to properly reflect the contract offer as available in the participating state. 1.8.3. Contractor agrees, absent anything to the contrary outlined in a Participating Addendum,to consider customer proposed terms and conditions, as deemed important to the customer, for possible inclusion into the customer agreement. Contractor will ensure that their sales force is aware of this contracting option. 1.8.4. Contractor agrees to participate in an annual contract performance review at a location selected by the Lead State and NASPO ValuePoint, which may include a discussion of marketing action plans, target strategies, marketing materials, as well as Contractor reporting and timeliness of payment of administration fees. 1.8.5. Contractor acknowledges that the NASPO ValuePoint logos may not be used by Contractor in sales and marketing until a logo use agreement is executed with NASPO ValuePoint. 1.8.6. The Lead State expects to evaluate the utilization of the Master Agreement at the annual performance review. Lead State may, in its discretion, cancel the Master Agreement pursuant to section 28, or not exercise an option to renew,when Contractor utilization does not warrant further administration of the Master Agreement. The Lead State may exercise its right to not renew the Master Agreement if Contractor fails to record or report revenue for three consecutive quarters, upon 60-calendar day written notice to the Contractor. Cancellation based on nonuse or under-utilization will not occur sooner than two years after award (or execution if later) of the Master Agreement. This subsection does not limit the discretionary right of either the Lead State or Contractor to cancel the Master Agreement pursuant to section 28 or to terminate for default pursuant to section 30. Contract—Goodyear Tire&Rubber Company 7 Page 447 of 993 1.8.7. Contractor agrees, within 30 days of their effective date, to notify the Lead State and NASPO ValuePoint of any contractual most-favored-customer provisions in third-party contracts or agreements that may affect the promotion of this Master Agreements or whose terms provide for adjustments to future rates or pricing based on rates, pricing in, or Orders from this master agreement. Upon request of the Lead State or NASPO ValuePoint,Contractor shall provide a copy of any such provisions. 1.9. NASPO ValuePoint eMarket Center 1.9.1. In July 2011, NASPO ValuePoint entered into a multi-year agreement with SciQuest, Inc. (doing business as JAGGAER) whereby JAGGAER will provide certain electronic catalog hosting and management services to enable eligible NASPO ValuePoint's customers to access a central online website to view and/or shop the goods and services available from existing NASPO ValuePoint Cooperative Contracts. The central online website is referred to as the NASPO ValuePoint eMarket Center. 1.9.2. The Contractor will have visibility in the eMarket Center through Ordering Instructions. These Ordering Instructions are available at no cost to the Contractor and provide customers information regarding the Contractors website and ordering information.The Contractor is required at a minimum to participate in the eMarket Center through Ordering Instructions. 1.9.3. At a minimum, the Contractor agrees to the following timeline: NASPO ValuePoint eMarket Center Site Admin shall provide a written request to the Contractor to begin Ordering Instruction process. The Contractor shall have thirty (30) days from receipt of written request to work with NASPO ValuePoint to provide any unique information and ordering instructions that the Contractor would like the customer to have. 1.9.4. If a catalog-hosted on or integration of a punchout site with eMarket Center is proposed by a Contractor and accepted by the Lead State, the provisions of the eMarket Center Appendix to these NASPO ValuePoint Master Agreement Terms and Conditions apply. 1.10. Right to Publish Throughout the duration of this Master Agreement, Contractor must secure from the Lead State prior approval for the release of information that pertains to the potential work or activities covered by the Master Agreement. This limitation does not preclude publication about the award of the Master Agreement or marketing activities consistent with any proposed and accepted marketing plan.The Contractor shall not make any representations of NASPO ValuePoint's opinion or position as to the quality or effectiveness of the services that are the subject of this Master Agreement without prior written consent. Failure to adhere to this requirement may result in termination of the Master Agreement for cause. 1.11. Price and Rate Guarantee Period All prices and rates must be guaranteed for the initial one-year period of the Master Agreement. Following the initial one-year period of the Master Agreement, any request for price or rate adjustment must be for an equal guarantee period, and must be made at least sixty (60) days prior to the effective date. Requests for price or rate adjustment must include sufficient documentation supporting the request. Any adjustment or amendment to the Master Contract—Goodyear Tire&Rubber Company 8 Page 448 of 993 Agreement shall not be effective unless approved by the Lead State. No retroactive adjustments to prices or rates will be allowed. 1.12. Individual Customers Except to the extent modified by a Participating Addendum, each Purchasing Entity shall follow the terms and conditions of the Master Agreement and applicable Participating Addendum and will have the same rights and responsibilities for their purchases as the Lead State has in the Master Agreement, including but not limited to, any indemnity or right to recover any costs as such right is defined in the Master Agreement and applicable Participating Addendum for their purchases. Each Purchasing Entity will be responsible for its own charges, fees, and liabilities. The Contractor will apply the charges and invoice each Purchasing Entity individually. Administration of Orders 1.13. Ordering 1.13.1. Master Agreement order and purchase order numbers shall be clearly shown on all acknowledgments,shipping labels, packing slips, invoices, and on all correspondence. 1.13.2. Purchasing Entities may define entity or project-specific requirements and informally complete the requirement among companies having a Master Agreement on an "as needed" basis. This procedure may also be used when requirements are aggregated or other firm commitments may be made to achieve reductions in pricing. This procedure may be modified in Participating Addenda and adapted to the Purchasing Entity's rules and policies. The Purchasing Entity may in its sole discretion determine which Master Agreement Contractors should be solicited for a quote. The Purchasing Entity may select the quote that it considers most advantageous, cost and other factors considered. 1.13.3. Each Purchasing Entity will identify and utilize its own appropriate purchasing procedure and documentation. Contractor is expected to become familiar with the Purchasing Entities' rules, policies, and procedures regarding the ordering of supplies and/or services contemplated by this Master Agreement. 1.13.4. Contractor shall not begin work without a valid Purchase Order or other appropriate commitment document under the law of the Purchasing Entity. I.B.S. Orders may be placed consistent with the terms of this Master Agreement during the term of the Master Agreement. 1.13.6. All Orders pursuant to this Master Agreement, at a minimum,shall include: 1.13.6.1. The services or supplies being delivered; 1.13.6.2. The place and requested time of delivery; 1.13.6.3. A billing address; the name, phone number, and address of the Purchasing Entity representative; 1.13.6.4. The price per hour or other pricing elements consistent with this Master Agreement and the contractor's proposal; Contract—Goodyear Tire&Rubber Company 9 Page 449 of 993 1.13.6.5. A ceiling amount of the order for services being ordered; and 1.13.6.6. The Master Agreement identifier. 1.13.7. All communications concerning administration of Orders placed shall be furnished solely to the authorized purchasing agent within the Purchasing Entity's purchasing office, or to such other individual identified in writing in the Order. 1.13.8. Orders must be placed pursuant to this Master Agreement prior to the termination date thereof, but may have a delivery date or performance period up to 120 days past the then-current termination date of this Master Agreement. Contractor is reminded that financial obligations of Purchasing Entities payable after the current applicable fiscal year are contingent upon agency funds for that purpose being appropriated, budgeted, and otherwise made available. 1.13.9. Notwithstanding the expiration, cancellation or termination of this Master Agreement, Contractor agrees to perform in accordance with the terms of any Orders then outstanding at the time of such expiration or termination. Contractor shall not honor any Orders placed after the expiration, cancellation or termination of this Master Agreement, or otherwise inconsistent with its terms. Orders from any separate indefinite quantity, task orders, or other form of indefinite delivery order arrangement priced against this Master Agreement may not be placed after the expiration or termination of this Master Agreement, notwithstanding the term of any such indefinite delivery order agreement. 1.14. Shipping and Delivery 1.14.1. The prices are the delivered price to any Purchasing Entity. All deliveries shall be F.O.B. destination, freight pre-paid, with all transportation and handling charges paid by the Contractor. In accordance with section 5.1.4 of the RFP, orders to different agencies of a Purchasing Entity shall be shipped with no additional fees or freight charges added. Responsibility and liability for loss or damage shall remain the Contractor's until final inspection and acceptance when responsibility shall pass to the Purchasing Entity except as to latent defects, fraud and Contractor's warranty obligations. The minimum shipment amount, if any, will be found in the special terms and conditions. Any order for less than the specified amount is to be shipped with the freight prepaid and added as a separate item on the invoice. Any portion of an Order to be shipped without transportation charges that is back ordered shall be shipped without charge. 1.14.2. All deliveries will be "Inside Deliveries" as designated by a representative of the Purchasing Entity placing the Order. Inside Delivery refers to a delivery to other than a loading dock, front lobby, or reception area. Specific delivery instructions will be noted on the order form or Purchase Order. Any damage to the building interior, scratched walls, damage to the freight elevator, etc., will be the responsibility of the Contractor. If damage does occur, it is the responsibility of the Contractor to immediately notify the Purchasing Entity placing the Order. Contract—Goodyear Tire&Rubber Company 10 Page 450 of 993 1.14.3. All products must be delivered in the manufacturer's standard package. Costs shall include all packing and/or crating charges. Cases shall be of durable construction, good condition, properly labeled and suitable in every respect for storage and handling of contents. Each shipping carton shall be marked with the commodity, brand, quantity, item code number and the Purchasing Entity's Purchase Order number. 1.15. Laws and Regulations Any and all Products offered and furnished shall comply fully with all applicable Federal and State laws and regulations. 1.16. Inspection and Acceptance 1.16.1. Where the Master Agreement or an Order does not otherwise specify a process for inspection and Acceptance, this section governs. This section is not intended to limit rights and remedies under the applicable commercial code. 1.16.2. All Products are subject to inspection at reasonable times and places before Acceptance. Contractor shall provide right of access to the Lead State, or to any other authorized agent or official of the Lead State or other Participating or Purchasing Entity, at reasonable times, in order to monitor and evaluate performance, compliance, and/or quality assurance requirements under this Master Agreement. Products that do not meet specifications may be rejected. Failure to reject upon receipt, however, does not relieve the contractor of liability for material (nonconformity that substantial impairs value) latent or hidden defects subsequently revealed when goods are put to use. Acceptance of such goods may be revoked in accordance with the provisions of the applicable commercial code, and the Contractor is liable for any resulting expense incurred by the Purchasing Entity related to the preparation and shipping of Product rejected and returned,or for which Acceptance is revoked. 1.16.3. If any services do not conform to contract requirements, the Purchasing Entity may require the Contractor to perform the services again in conformity with contract requirements, at no increase in Order amount. When defects cannot be corrected by re-performance, the Purchasing Entity may require the Contractor to take necessary action to ensure that future performance conforms to contract requirements; and reduce the contract price to reflect the reduced value of services performed. 1.16.4. The warranty period shall begin upon Acceptance. 1.17. Payment Payment after Acceptance is normally made within 30 days following the date the entire order is delivered or the date a correct invoice is received,whichever is later. After 30 days the Contractor may assess overdue account charges up to a maximum rate of one percent per month on the outstanding balance, unless a different late payment amount is specified in a Participating Addendum, Order, or otherwise prescribed by applicable law. Payments will be remitted by mail. Payments may be made via a State or political subdivision "Purchasing Card"with no additional charge. Contract—Goodyear Tire&Rubber Company 11 Page 451 of 993 1.18. Warranty Any tire which fails the standard commercial tire warranty must either be satisfactorily repaired by the Contractor or replaced with a new tire, charging only for the mileage used based on the tread depth, or as agreed upon by the Purchasing Entity. Allowances and replacement charges shall be based upon the Master Agreement tire price. The Contractor shall pay all transportation costs on both the defective tire(s) and replacement tire(s). The Contractor shall provide a one (1)year warranty on all tubes and parts beginning on the date of installation,to repair and/or replace as necessary,as determined by the Using Entity, AT NO COST TO THE PURCHASING ENTITY. If such items are not normally warranted for one year, maintenance to supply the equivalent of a one (1) year warranty must be included in the cost. Shipping cost for returned tubes and parts warranty service SHALL BE PAID BY THE CONTRACTOR. 1.19. Title of Product Upon Acceptance by the Purchasing Entity, Contractor shall convey to Purchasing Entity title to the Product free and clear of all liens,encumbrances,or other security interests.Transfer of title to the Product shall include an irrevocable and perpetual license to use any Embedded Software in the Product. If Purchasing Entity subsequently transfers title of the Product to another entity, Purchasing Entity shall have the right to transfer the license to use the Embedded Software with the transfer of Product title. A subsequent transfer of this software license shall be at no additional cost or charge to either Purchasing Entity or Purchasing Entity's transferee. 1.20. License of Pre-Existing Intellectual Property Contractor grants to the Purchasing Entity a nonexclusive, perpetual, royalty-free, irrevocable, license to use, publish,translate, reproduce,transfer with any sale of tangible media or Product, perform, display, and dispose of the Intellectual Property, and its derivatives, used or delivered under this Master Agreement, but not created under it ("Pre-existing Intellectual Property"). The Contractor shall be responsible for ensuring that this license is consistent with any third party rights in the Pre-existing Intellectual Property. General Provisions 1.21. Insurance 1.21.1. Unless otherwise agreed in a Participating Addendum, Contractor shall, during the term of this Master Agreement, maintain in full force and effect, the insurance described in this section. Contractor shall acquire such insurance from an insurance carrier or carriers licensed to conduct business in each Participating Entity's state and having a rating of A-, Class VII or better, in the most recently published edition of A.M. Best's Insurance Reports. Failure to buy and maintain the required insurance may result in this Master Agreement's termination or, at a Participating Entity's option, result in termination of its Participating Addendum. Unless otherwise agreed in a Participating Addendum, an exception to the requirement to buy and maintain the required insurance is allowed when Contractor is one hundred (100%) percent self-insured. In this case, Contractor may self-insure all of its obligations under this Contract provided that such program of self-insurance is in compliance with the laws of the Participating State(s) in which Contractor conducts business. Regardless of whether the insurance is through a third party insurer or self-insurance, the Contract—Goodyear Tire&Rubber Company 12 Page 452 of 993 certificate of insurance will show the minimum dollar amount per occurrence and policy maximum per 21.b.(1) below. 1.21.2. Coverage shall be written on an occurrence basis. The minimum acceptable limits shall be as indicated below: 1.21.2.1. Commercial General Liability covering premises operations, independent contractors, products and completed operations, blanket contractual liability, personal injury (including death), advertising liability, and property damage, with a limit of not less than $1 million per occurrence/$2 million general aggregate; 1.21.2.2. Contractor must comply with any applicable State Workers Compensation or Employers Liability Insurance requirements. 1.21.3. Contractor shall pay premiums on all insurance policies. Contractor shall provide notice to a Participating Entity who is a state within five (5) business days after Contractor is first aware of expiration, cancellation or nonrenewal of such policy or is first aware that cancellation is threatened or expiration, nonrenewal or expiration otherwise may occur. 1.21.4. Prior to commencement of performance, Contractor shall provide to the Lead State a written endorsement to the Contractor's general liability insurance policy or other documentary evidence acceptable to the Lead State that (1) names the Participating States identified in the Request for Proposal as additional insureds, (2) provides that written notice of cancellation shall be delivered in accordance with the policy provisions, and (3) provides that the Contractor's liability insurance policy shall be primary, with any liability insurance of any Participating State as secondary and noncontributory. Unless otherwise agreed in any Participating Addendum, other state Participating Entities' rights and Contractor's obligations are the same as those specified in the first sentence of this subsection except the endorsement is provided to the applicable state. 1.21.5. Contractor shall furnish to the Lead State copies of certificates of all required insurance in a form sufficient to show required coverage within thirty (30) calendar days of the execution of this Master Agreement and prior to performing any work. Copies of renewal certificates of all required insurance shall be furnished within thirty (30) days after any renewal date to the applicable state Participating Entity. Failure to provide evidence of coverage may, at the sole option of the Lead State, or any Participating Entity, result in this Master Agreement's termination or the termination of any Participating Addendum. 1.21.6. Coverage and limits shall not limit Contractor's liability and obligations under this Master Agreement, any Participating Addendum,or any Purchase Order. 1.22. Records Administration and Audit 1.22.1. The Contractor shall maintain books, records,documents, and other evidence pertaining to this Master Agreement and Orders placed by Purchasing Entities under it to the extent and in such detail as shall adequately reflect performance and administration of payments and fees. Contractor shall permit the Lead State, a Participating Entity, a Contract—Goodyear Tire&Rubber Company 13 Page 453 of 993 Purchasing Entity, the federal government (including its grant awarding entities and the U.S. Comptroller General), and any other duly authorized agent of a governmental agency, to audit, inspect, examine, copy and/or transcribe Contractor's books, documents, papers and records directly pertinent to this Master Agreement or orders placed by a Purchasing Entity under it for the purpose of making audits, examinations, excerpts, and transcriptions. This right shall survive for a period of five (5) years following termination of this Agreement or final payment for any order placed by a Purchasing Entity against this Agreement, whichever is later, or such longer period as is required by the Purchasing Entity's state statutes, to assure compliance with the terms hereof or to evaluate performance hereunder. 1.22.2. Without limiting any other remedy available to any governmental entity,the Contractor shall reimburse the applicable Lead State, Participating Entity, or Purchasing Entity for any overpayments inconsistent with the terms of the Master Agreement or Orders or underpayment of fees found as a result of the examination of the Contractor's records. 1.22.3. The rights and obligations herein exist in addition to any quality assurance obligation in the Master Agreement requiring the Contractor to self-audit contract obligations and that permits the Lead State to review compliance with those obligations. 1.23. Confidentiality, Non-Disclosure,and Injunctive Relief 1.23.1. Confidentiality. Contractor acknowledges that it and its employees or agents may, in the course of providing a Product under this Master Agreement, be exposed to or acquire information that is confidential to Purchasing Entity or Purchasing Entity's clients. Any and all information of any form that is marked as confidential or would by its nature be deemed confidential obtained by Contractor or its employees or agents in the performance of this Master Agreement, including, but not necessarily limited to (1) any Purchasing Entity's records, (2) personnel records, and (3) information concerning individuals, is confidential information of Purchasing Entity("Confidential Information"). Any reports or other documents or items(including software)that result from the use of the Confidential Information by Contractor shall be treated in the same manner as the Confidential Information. Confidential Information does not include information that (1) is or becomes (other than by disclosure by Contractor) publicly known; (2) is furnished by Purchasing Entity to others without restrictions similar to those imposed by this Master Agreement; (3) is rightfully in Contractor's possession without the obligation of nondisclosure prior to the time of its disclosure under this Master Agreement; (4) is obtained from a source other than Purchasing Entity without the obligation of confidentiality, (5) is disclosed with the written consent of Purchasing Entity or; (6) is independently developed by employees, agents or subcontractors of Contractor who can be shown to have had no access to the Confidential Information. 1.23.2. Non-Disclosure. Contractor shall hold Confidential Information in confidence, using at least the industry standard of confidentiality, and shall not copy, reproduce, sell, assign, license, market, transfer or otherwise dispose of, give, or disclose Confidential Information to third parties or use Confidential Information for any purposes whatsoever other than what is necessary to the performance of Orders placed under this Master Agreement. Contractor shall advise each of its employees and agents of their obligations to keep Confidential Information confidential. Contractor shall use Contract—Goodyear Tire&Rubber Company 14 Page 454 of 993 commercially reasonable efforts to assist Purchasing Entity in identifying and preventing any unauthorized use or disclosure of any Confidential Information. Without limiting the generality of the foregoing, Contractor shall advise Purchasing Entity, applicable Participating Entity,and the Lead State immediately if Contractor learns or has reason to believe that any person who has had access to Confidential Information has violated or intends to violate the terms of this Master Agreement, and Contractor shall at its expense cooperate with Purchasing Entity in seeking injunctive or other equitable relief in the name of Purchasing Entity or Contractor against any such person. Except as directed by Purchasing Entity, Contractor will not at any time during or after the term of this Master Agreement disclose, directly or indirectly, any Confidential Information to any person, except in accordance with this Master Agreement, and that upon termination of this Master Agreement or at Purchasing Entity's request, Contractor shall turn over to Purchasing Entity all documents, papers, and other matter in Contractor's possession that embody Confidential Information. Notwithstanding the foregoing, Contractor may keep one copy of such Confidential Information necessary for quality assurance,audits and evidence of the performance of this Master Agreement. 1.23.3. Injunctive Relief. Contractor acknowledges that breach of this section, including disclosure of any Confidential Information, will cause irreparable injury to Purchasing Entity that is inadequately compensable in damages. Accordingly, Purchasing Entity may seek and obtain injunctive relief against the breach or threatened breach of the foregoing undertakings, in addition to any other legal remedies that may be available. Contractor acknowledges and agrees that the covenants contained herein are necessary for the protection of the legitimate business interests of Purchasing Entity and are reasonable in scope and content. 1.23.4. Purchasing Entity Law. These provisions shall be applicable only to extent they are not in conflict with the applicable public disclosure laws of any Purchasing Entity. 1.23.5. The rights granted Purchasing Entities and Contractor obligations under this section shall also extend to the cooperative's Confidential Information, defined to include Orders or transaction data relating to Orders under this Master Agreement that identify the entity/customer, Order dates, line item descriptions and volumes, and prices/rates. This provision does not apply to disclosure to the Lead State, a Participating State, or any governmental entity exercising an audit, inspection, or examination pursuant to section 23. To the extent permitted by law, Contractor shall notify the Lead State of the identity of any entity seeking access to the Confidential Information described in this subsection. 1.24. Public Information This Master Agreement and all related documents are subject to disclosure pursuant to the Purchasing Entity's public information laws. 1.25. Assignment/Subcontracts 1.25.1. Contractor shall not assign, sell, transfer, subcontract or sublet rights, or delegate responsibilities under this Master Agreement, in whole or in part, without the prior written approval of the Lead State. Contract—Goodyear Tire&Rubber Company 15 Page 455 of 993 1.25.2. The Lead State reserves the right to assign any rights or duties, including written assignment of contract administration duties to NASPO Cooperative Purchasing Organization LLC, doing business as NASPO ValuePoint and other third parties. 1.26. Changes in Contractor Representation The Contractor must notify the Lead State of changes in the Contractor's key administrative personnel managing the Master Agreement in writing within 10 calendar days of the change. The Lead State reserves the right to approve changes in key personnel,as identified in the Contractor's proposal. The Contractor agrees to propose replacement key personnel having substantially equal or better education, training, and experience as was possessed by the key person proposed and evaluated in the Contractor's proposal. 1.27. Independent Contractor The Contractor shall be an independent contractor. Contractor shall have no authorization, express or implied, to bind the Lead State, Participating States, other Participating Entities, or Purchasing Entities to any agreements, settlements, liability or understanding whatsoever, and agrees not to hold itself out as agent except as expressly set forth herein or as expressly agreed in any Participating Addendum. 1.28. Cancellation Unless otherwise stated, this Master Agreement may be canceled by either party upon 60 days written notice prior to the effective date of the cancellation. Further, any Participating Entity may cancel its participation upon 30 days written notice, unless otherwise limited or stated in the Participating Addendum. Cancellation may be in whole or in part. Any cancellation under this provision shall not affect the rights and obligations attending orders outstanding at the time of cancellation, including any right of a Purchasing Entity to indemnification by the Contractor, rights of payment for Products delivered and accepted, rights attending any warranty or default in performance in association with any Order, and requirements for records administration and audit. Cancellation of the Master Agreement due to Contractor default may be immediate. 1.29. Force Majeure Neither party to this Master Agreement shall be held responsible for delay or default caused by fire, riot, unusually severe weather, other acts of God, or war which are beyond that party's reasonable control. The Lead State may terminate this Master Agreement after determining such delay or default will reasonably prevent successful performance of the Master Agreement. 1.30. Defaults and Remedies 1.30.1. The occurrence of any of the following events shall be an event of default under this Master Agreement: 1.30.1.1. Nonperformance of contractual requirements;or 1.30.1.2. A material breach of any term or condition of this Master Agreement;or 1.30.1.3. Any certification, representation or warranty by Contractor in response to the solicitation or in this Master Agreement that proves to be untrue or materially misleading;or Contract—Goodyear Tire&Rubber Company 16 Page 456 of 993 1.30.1.4. Institution of proceedings under any bankruptcy, insolvency, reorganization or similar law, by or against Contractor, or the appointment of a receiver or similar officer for Contractor or any of its property, which is not vacated or fully stayed within thirty(30) calendar days after the institution or occurrence thereof;or 1.30.1.5. Any default specified in another section of this Master Agreement. 1.30.2. Upon the occurrence of an event of default,the Lead State shall issue a written notice of default, identifying the nature of the default, and providing a period of 15 calendar days in which Contractor shall have an opportunity to cure the default. The Lead State shall not be required to provide advance written notice or a cure period and may immediately terminate this Master Agreement in whole or in part if the Lead State, in its sole discretion, determines that it is reasonably necessary to preserve public safety or prevent immediate public crisis. Time allowed for cure shall not diminish or eliminate Contractor's liability for damages, including liquidated damages to the extent provided for under this Master Agreement. 1.30.3. If Contractor is afforded an opportunity to cure and fails to cure the default within the period specified in the written notice of default, Contractor shall be in breach of its obligations under this Master Agreement and the Lead State shall have the right to exercise any or all of the following remedies: 1.30.3.1. Exercise any remedy provided by law; and 1.30.3.2. Terminate this Master Agreement and any related Contracts or portions thereof;and 1.30.3.3. Impose liquidated damages as provided in this Master Agreement; and 1.30.3.4. Suspend Contractor from being able to respond to future bid solicitations;and 1.30.3.5. Suspend Contractor's performance;and 1.30.3.6. Withhold payment until the default is remedied. 1.30.4. Unless otherwise specified in the Participating Addendum, in the event of a default under a Participating Addendum, a Participating Entity shall provide a written notice of default as described in this section and shall have all of the rights and remedies under this paragraph regarding its participation in the Master Agreement, in addition to those set forth in its Participating Addendum. Unless otherwise specified in a Purchase Order, a Purchasing Entity shall provide written notice of default as described in this section and have all of the rights and remedies under this paragraph and any applicable Participating Addendum with respect to an Order placed by the Purchasing Entity. Nothing in these Master Agreement Terms and Conditions shall be construed to limit the rights and remedies available to a Purchasing Entity under the applicable commercial code. Contract—Goodyear Tire&Rubber Company 17 Page 457 of 993 1.31. Waiver of Breach Failure of the Lead State, Participating Entity, or Purchasing Entity to declare a default or enforce any rights and remedies shall not operate as a waiver under this Master Agreement or Participating Addendum. Any waiver by the Lead State, Participating Entity, or Purchasing Entity must be in writing. Waiver by the Lead State or Participating Entity of any default, right or remedy under this Master Agreement or Participating Addendum, or by Purchasing Entity with respect to any Purchase Order, or breach of any terms or requirements of this Master Agreement, a Participating Addendum, or Purchase Order shall not be construed or operate as a waiver of any subsequent default or breach of such term or requirement, or of any other term or requirement under this Master Agreement, Participating Addendum,or Purchase Order. 1.32. Debarment The Contractor certifies that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction (contract) by any governmental department or agency. This certification represents a recurring certification made at the time any Order is placed under this Master Agreement. If the Contractor cannot certify this statement, attach a written explanation for review by the Lead State. 1.33. Indemnification 1.33.1. The Contractor shall defend, indemnify and hold harmless NASPO, NASPO Cooperative Purchasing Organization LLC (doing business as NASPO ValuePoint), the Lead State, Participating Entities, and Purchasing Entities, along with their officers and employees, from and against third-party claims, damages or causes of action including reasonable attorneys' fees and related costs for any death, injury, or damage to tangible property arising from act(s), error(s), or omission(s) of the Contractor, its employees or subcontractors or volunteers, at any tier, relating to the performance under the Master Agreement. 1.33.2. Indemnification — Intellectual Property. The Contractor shall defend, indemnify and hold harmless NASPO, NASPO Cooperative Purchasing Organization LLC (doing business as NASPO ValuePoint), the Lead State, Participating Entities, Purchasing Entities, along with their officers and employees ("Indemnified Party"), from and against claims, damages or causes of action including reasonable attorneys' fees and related costs arising out of the claim that the Product or its use, infringes Intellectual Property rights ("Intellectual Property Claim")of another person or entity. 1.33.2.1. The Contractor's obligations under this section shall not extend to any combination of the Product with any other product, system or method, unless the Product,system or method is: 1.33.2.1.1. provided by the Contractor or the Contractor's subsidiaries or affiliates; 1.33.2.1.2. specified by the Contractor to work with the Product;or Contract—Goodyear Tire&Rubber Company 18 Page 458 of 993 1.33.2.1.3. reasonably required, in order to use the Product in its intended manner, and the infringement could not have been avoided by substituting another reasonably available product, system or method capable of performing the same function;or 1.33.2.1.4. It would be reasonably expected to use the Product in combination with such product,system or method. 1.33.2.2. The Indemnified Party shall notify the Contractor within a reasonable time after receiving notice of an Intellectual Property Claim. Even if the Indemnified Party fails to provide reasonable notice, the Contractor shall not be relieved from its obligations unless the Contractor can demonstrate that it was prejudiced in defending the Intellectual Property Claim resulting in increased expenses or loss to the Contractor. If the Contractor promptly and reasonably investigates and defends any Intellectual Property Claim, it shall have control over the defense and settlement of it. However,the Indemnified Party must consent in writing for any money damages or obligations for which it may be responsible. The Indemnified Party shall furnish, at the Contractor's reasonable request and expense, information and assistance necessary for such defense. If the Contractor fails to vigorously pursue the defense or settlement of the Intellectual Property Claim, the Indemnified Party may assume the defense or settlement of it and the Contractor shall be liable for all costs and expenses, including reasonable attorneys' fees and related costs, incurred by the Indemnified Party in the pursuit of the Intellectual Property Claim. Unless otherwise agreed in writing, this section is not subject to any limitations of liability in this Master Agreement or in any other document executed in conjunction with this Master Agreement. 1.34. No Waiver of Sovereign Immunity In no event shall this Master Agreement, any Participating Addendum or any contract or any Purchase Order issued thereunder, or any act of the Lead State, a Participating Entity, or a Purchasing Entity be a waiver of any form of defense or immunity, whether sovereign immunity, governmental immunity, immunity based on the Eleventh Amendment to the Constitution of the United States or otherwise,from any claim or from the jurisdiction of any court. This section applies to a claim brought against the Participating Entities who are states only to the extent Congress has appropriately abrogated the state's sovereign immunity and is not consent by the state to be sued in federal court. This section is also not a waiver by the state of any form of immunity, including but not limited to sovereign immunity and immunity based on the Eleventh Amendment to the Constitution of the United States. 1.35. Governing Law and Venue 1.35.1. The procurement, evaluation, and award of the Master Agreement shall be governed by and construed in accordance with the laws of the Lead State sponsoring and administering the procurement. The construction and effect of the Master Agreement after award shall be governed by the law of the state serving as Lead State. The construction and effect of any Participating Addendum or Order against the Master Agreement shall be governed by and construed in accordance with the laws of the Participating Entity's or Purchasing Entity's State. Contract—Goodyear Tire&Rubber Company 19 Page 459 of 993 1.35.2. Unless otherwise specified in the RFP,the venue for any protest, claim,dispute or action relating to the procurement, evaluation, and award is in the Lead State. Venue for any claim, dispute or action concerning the terms of the Master Agreement shall be in the state serving as Lead State.Venue for any claim, dispute, or action concerning any Order placed against the Master Agreement or the effect of a Participating Addendum shall be in the Purchasing Entity's State. 1.35.3. If a claim is brought in a federal forum, then it must be brought and adjudicated solely and exclusively within the United States District Court for (in decreasing order of priority): the Lead State for claims relating to the procurement, evaluation, award, or contract performance or administration if the Lead State is a party; a Participating State if a named party;the state where the Participating Entity or Purchasing Entity is located if either is a named party. 1.36. Assignment of Antitrust Rights Contractor irrevocably assigns to a Participating Entity who is a state any claim for relief or cause of action which the Contractor now has or which may accrue to the Contractor in the future by reason of any violation of state or federal antitrust laws (15 U.S.C. § 1-15 or a Participating Entity's state antitrust provisions), as now in effect and as may be amended from time to time, in connection with any goods or services provided in that state for the purpose of carrying out the Contractor's obligations under this Master Agreement or Participating Addendum, including, at the Participating Entity's option,the right to control any such litigation on such claim for relief or cause of action. 1.37. Contract Provisions for Orders Utilizing Federal Funds Pursuant to Appendix II to 2 Code of Federal Regulations (CFR) Part 200, Contract Provisions for Non-Federal Entity Contracts Under Federal Awards,Orders funded with federal funds may have additional contractual requirements or certifications that must be satisfied at the time the Order is placed or upon delivery. These federal requirements may be proposed by Participating Entities in Participating Addenda and Purchasing Entities for incorporation in Orders placed under this Master Agreement. 1.38. Leasing or Alternative Financing Methods The procurement and other applicable laws of some Purchasing Entities may permit the use of leasing or alternative financing methods for the acquisition of Products under this Master Agreement. Where the terms and conditions are not otherwise prescribed in an applicable Participating Addendum, the terms and conditions for leasing or alternative financing methods are subject to negotiation between the Contractor and Purchasing Entity. 1.39. Notice Any and all notices, designations, consents, offers, acceptances or any other communication provided for herein shall be given in writing by a reliable carrier which shall be addressed to the person who signed the Contract on behalf of the party at the address identified in the Contract Declarations&Execution Page(s)at the address specified on the forms. Each such notice shall be deemed to have been provided: 1.39.1. At the time it is actually received;or, Contract—Goodyear Tire&Rubber Company 20 Page 460 of 993 1.39.2. Within one day in the case of overnight hand delivery, courier or services such as Federal Express with guaranteed next day delivery;or, 1.39.3. Within five (5) days after it is deposited in the U.S. Mail in the case of registered U.S. Mail. From time to time, the parties may change the name and address of a party designated to receive notice.Such change of the designated person shall be in writing to the other party and as provided herein. 1.40. eMarket Center Appendix 1.40.1. This Appendix applies whenever a catalog hosted by or integration of a punchout site with eMarket Center is required by the solicitation or either solution is proposed by a Contractor and accepted by the Lead State. 1.40.2. Supplier's Interface with the eMarket Center. There is no cost charged by JAGGAER to the Contractor for loading a hosted catalog or integrating a punchout site. 1.40.3. At a minimum,the Contractor agrees to the following: 1.40.3.1. Implementation Timeline: NASPO ValuePoint eMarket Center Site Admin shall provide a written request to the Contractor to begin enablement process.The Contractor shall have fifteen (15) days from receipt of written request to work with NASPO ValuePoint and JAGGAER to set up an enablement schedule, at which time JAGGAER's technical documentation shall be provided to the Contractor. The schedule will include future calls and milestone dates related to test and go live dates. The contractor shall have a total of Ninety (90) days to deliver either a (1) hosted catalog or (2) punch-out catalog, from date of receipt of written request. 1.40.3.2. NASPO ValuePoint and JAGGAER will work with the Contractor, to decide which of the catalog structures (either hosted or punch-out as further described below) shall be provided by the Contractor. Whether hosted or punch-out, the catalog must be strictly limited to the Contractor's awarded contract offering (e.g. products and/or services not authorized through the resulting cooperative contract should not be viewable by NASPO ValuePoint Participating Entity users). 1.40.3.2.1. Hosted Catalog. By providing a hosted catalog, the Contractor is providing a list of its awarded products/services and pricing in an electronic data file in a format acceptable to JAGGAER, such as Tab Delimited Text files. In this scenario, the Contractor must submit updated electronic data 60 days prior to the Contract renewal date to the eMarket Center for the Lead State's approval to maintain the most up-to-date version of its product/service offering under the cooperative contract in the eMarket Center. Contract—Goodyear Tire&Rubber Company 21 Page 461 of 993 1.40.3.2.2. Punch-Out Catalog. By providing a punch-out catalog, the Contractor is providing its own online catalog, which must be capable of being integrated with the eMarket Center as a. Standard punch-in via Commerce eXtensible Markup Language (cXML). In this scenario, the Contractor shall validate that its online catalog is up-to-date by providing a written update annually to the Lead State stating they have audited the offered products/services and pricing listed on its online catalog. The site must also return detailed UNSPSC codes (as outlined in line 3) for each line item. Contractor also agrees to provide e-Quote functionality to facilitate volume discounts. 1.40.4. Revising Pricing and Product Offerings Any revisions to product/service offerings(new products, altered SKUs, new pricing etc.) must be pre-approved by the Lead State and shall be subject to any other applicable restrictions with respect to the frequency or amount of such revisions. However, no cooperative contract enabled in the eMarket Center may include price changes on a more frequent basis than once per year. The following conditions apply with respect to hosted catalogs: 1.40.4.1. Updated pricing files are required by the 1st of the month and shall go into effect in the eMarket Center on the 1st day of the following month (i.e. file received on 3/01/20 would be effective in the eMarket Center on 4/01/20). Files received after the 1st of the month may be delayed up to a month (i.e. file received on 3/15/20 would be effect in the eMarket Center on 5/01/20). 1.40.4.2. Lead State-approved price changes are not effective until implemented within the eMarket Center. Errors in the Contractor's submitted pricing files will delay the implementation of the price changes in eMarket Center. 1.40.5. Supplier Network Requirements Contractor shall join the JAGGAER Supplier Network (SQSN) and shall use JAGGAER's Supplier Portal to import the Contractor's catalog and pricing, into the JAGGAER system, and view reports on catalog spend and product/pricing freshness. The Contractor can receive orders through electronic delivery (cXML) or through low-tech options such as fax. More information about the SQSN can be found at: www.sciquest.com or call the JAGGAER Supplier Network Services team at 800-233-1121. 1.40.6. Minimum Requirements Whether the Contractor is providing a hosted catalog or a punch-out catalog, the Contractor agrees to meet the following requirements: 1.40.6.1. Catalog must contain the most current pricing, including all applicable administrative fees and/or discounts, as well as the most up-to-date product/service offering the Contractor is authorized to provide in accordance with the cooperative contract; and Contract—Goodyear Tire&Rubber Company 22 Page 462 of 993 1.40.6.2. The accuracy of the catalog must be maintained by Contractor throughout the duration of the cooperative contract;and 1.40.6.3. The Catalog must include a Lead State contract identification number;and 1.40.6.4. The Catalog must include detailed product line item descriptions;and 1.40.6.5. The Catalog must include pictures when possible;and 1.40.6.6. The Catalog must include any additional NASPO ValuePoint and Participating Addendum requirements. Although suppliers in the SQSN normally submit one (1) catalog, it is possible to have multiple contracts applicable to different NASPO ValuePoint Participating Entities. For example, a supplier may have different pricing for state government agencies and Board of Regents institutions. Suppliers have the ability and responsibility to submit separate contract pricing for the same catalog if applicable. The system will deliver the appropriate contract pricing to the user viewing the catalog. 1.40.7. Order Acceptance Requirements Must be able to accept Purchase Orders via fax or cXML. The Contractor shall provide positive confirmation via phone or email within 24 hours of the Contractor's receipt of the Purchase Order. If the Purchasing Order is received after 3pm EST on the day before a weekend or holiday, the Contractor must provide positive confirmation via phone or email on the next business day. 1.40.8. UNSPSC Requirements Contractor shall support use of the United Nations Standard Product and Services Code (UNSPSC). UNSPSC versions that must be adhered to are driven by JAGGAER for the suppliers and are upgraded every year. NASPO ValuePoint reserves the right to migrate to future versions of the UNSPSC and the Contractor shall be required to support the migration effort. All line items,goods or services provided under the resulting statewide contract must be associated to a UNSPSC code. All line items must be identified at the most detailed UNSPSC level indicated by segment,family,class and commodity. 1.40.9. Applicability Contractor agrees that NASPO ValuePoint controls which contracts appear in the eMarket Center and that NASPO ValuePoint may elect at any time to remove any supplier's offering from the eMarket Center. 1.40.10. The Lead State reserves the right to approve the pricing on the eMarket Center. This catalog review right is solely for the benefit of the Lead State and Participating Entities, and the review and approval shall not waive the requirement that products and services be offered at prices(and approved fees) required by the Master Agreement. 1.40.11. Several NASPO ValuePoint Participating Entities currently maintain separate JAGGAER eMarketplaces, these Participating Entities do enable certain NASPO ValuePoint Cooperative Contracts. In the event one of these entities elects to use this NASPO ValuePoint Cooperative Contract(available through the eMarket Center) but publish to their own eMarketplace, the Contractor agrees to work in good faith with the entity Contract—Goodyear Tire&Rubber Company 23 Page 463 of 993 and NASPO ValuePoint to implement the catalog. NASPO ValuePoint does not anticipate that this will require substantial additional efforts by the Contractor; however, the supplier agrees to take commercially reasonable efforts to enable such separate JAGGAER catalogs. Contract—Goodyear Tire&Rubber Company 24 Page 464 of 993 SECTION 2 Scope of Work The scope of this Contract includes specific full lines of tires and tubes as covered in the Manufacturer's Price List(MPL)and related services in the following subcategories: 2.1. Tires and Tubes Subcategories 2.1.1. Pursuit and Performance Tires 2.1.2. Automobile/Passenger Vehicles 2.1.3. Light Duty Trucks: Radial 2.1.4. Medium Commercial/Heavy Duty Trucks/Buses 2.1.5. Off-the Road OTR: Radial and Bias 2.2. Product and Service Specifications 2.2.1. General Tire Specifications All tires will be of quality not less than the tires normally furnished in representative quantities by Original Equipment Manufacturers (OEM) as original equipment for automobiles, trucks,tractors, buses, backhoes, loaders, motor graders, and other heavy equipment. Tires supplied must be marked with Federal Department of Transportation (DOT) compliance symbol.Tires shall conform to all applicable Federal Specifications. All tires,with the exception of tires which are not manufactured annually, must be NEW and must have been produced or manufactured within the last one (1) year prior to delivery to the Purchasing Entity. Tires which are not manufactured annually, such as low volume tires, will be accepted when produced or manufactured within the last two (2)years prior to delivery to the Purchasing Entity. Should an Authorized Distributor deliver a tire(s) with a manufacturing date exceeding the one year limit, excluding low volume tires which are not manufactured annually,the Authorized Distributor will pick up the expired tire(s) and replace them with tire(s) that meet the manufacturing date requirement for no additional fee to the Purchasing Entity. All tires must have the size (including load range), manufacturer's name and DOT number, serial number and indication of body material molded in side-wall at time of cure. The application of any of the above by any other means such as branding, application of decals,etc.will not be acceptable. Tires offered must have been tested to meet or exceed ASTM (American Society of Testing and Materials)Standard F1922 for highway tires, F1923 for Off Road/Low Speed tires, and meet operational performance levels and marking requirements of Federal Standards FMVSS 109 for new pneumatic passenger tires, FMVSS 139 for new pneumatic radial tires for light vehicles, and FMVSS 119 for new pneumatic non- passenger Multi-Passenger Vehicles(MPVs),trucks, buses, and trailers. 2.2.1.1. Pursuit and Performance Tires Pursuit and Performance Tires include tires for police and other pursuit vehicles and for other high-speed, performance vehicles. This subcategory includes any tire that is V, W, Y, or ZR rated or above. A V rating is the minimum speed rating for tires in this subcategory. Contract—Goodyear Tire&Rubber Company 25 Page 465 of 993 Tires must be new, standard production tires expressly designed and certified by manufacturer for high speed operation and must exhibit exceptional safety, stability, handling and stopping characteristics. Tires must be of standard OEM quality equal to or superior in every respect to those normally furnished as original equipment for such vehicles. Contractor shall maintain evidence/certifications that such tires meet all laboratory test and size requirements of Federal Standards MVSS 139. 2.2.1.2. Automobile/Passenger Vehicles These tires include common passenger car tires and are designated with a "P" at the beginning of the tire size. Common applications for these types of tires would be passenger cars and mini vans. The European Tire and Rim Technical Organization (ETRTO) equivalent is an acceptable substitute for the P-metric. Tires must be of quality equal to or superior in every respect to those normally furnished as original equipment in the OEM automotive industry. 2.2.1.3. Light Duty Trucks(Radial) These tires can usually be identified by the letters "LT" at the beginning of the tire size. Common applications for these types of tires would be pickup trucks,sport utility vehicles,full size vans and some trailers. 2.2.1.4. Medium Commercial/Heavy Duty Trucks/Buses These tires do not have a letter at the beginning of the tire size. Common applications for these types of tires would be medium and heavy trucks, buses, semi-trucks, cargo vans and trailer tires. Tires in this subcategory generally have a diameter that is equal to or greater than twenty (20) inches.Commercial tires with 16, 17.5 and 19.5 inch rims are included in the medium truck tire category. 2.2.1.5. Off-the-Road OTR and Low Speed Off Highway Tires(Radial and Bias) Common applications are heavy construction equipment such as wheel loaders, backhoes,graders,and trenchers. 2.2.2. Low Roll Resistance Tires Contractor will provide certified (e.g., SAE J1269 and SAE J2452), low rolling resistance tires and identify them as low roll resistance tires in their MPL. Contractor is to also offer the fuel economy rating of the low roll resistance tires offered; e.g. miles per gallon fuel efficiency increase or percentage of fuel economy increase. 2.2.3. Tubes All inner tubes must be standard production first line, heavy duty butyl tubes or natural rubber of fresh stock. All tubes must be of quality not less than the tubes normally furnished in representative quantities by OEM as original equipment for automobiles, trucks, tractors, buses, backhoes, loaders, motor graders, and other heavy equipment. Tubes must conform to all applicable federal specifications. All tubes must be NEW and must have been produced or manufactured within the last one (1) year prior to installation or delivery to the Purchasing Entity. Contract—Goodyear Tire&Rubber Company 26 Page 466 of 993 2.2.4. Detailed Services Specifications Contractor pricing for each of the services listed below, which may be performed by their Approved Distributors, includes all parts and labor. Approved Distributors must honor the services pricing in this Contract. The Contractor is responsible for the timeliness and quality of all services provided by the Approved Distributors. NASPO ValuePoint Participating States may elect to use these services listed below at their discretion. Product installation and repairs, such as mounting, rotation, and balancing, must be in accordance with manufacturer's recommended procedures of warranted new virgin- product tires for each product subcategory. This Contract covers the following tire services.Service pricing is shown in Section 5 of this Contract. 2.2.4.1. Tire Installation with purchase in store includes dismount of used tires and tubes 2.2.4.2. Change tire, dismount and mount 2.2.4.3. Flat repair, remove, repair and mount 2.2.4.4. Flat repair, off vehicle 2.2.4.5. Rotate mounted tires(per tire) 2.2.4.6. New valve stem rubber or metal 2.2.4.7. Wheel balance-computer spin balance (per tire) 2.2.4.8. Wheel balance—computer spin balance and valve stem combination 2.2.4.9. Alignment Services-Standard two and four wheel alignments 2.2.4.10. Used tire recycle and disposal fee(per tire) Some NASPO ValuePoint Participating States have statutes that only allow up to a specific fee to be charged. The Participating States with statute regulated fee caps will only pay the statute price. For Participating States which do not have a statute regulating the disposal fee,the maximum fees which can be charged for tire disposal are as follows: $2.50/Tire Passenger Car Tire $5.00/Tire Truck Tire These maximum fees can be adjusted during the life of the Contract to meet current market trends. 2.2.4.11. Bulk Disposal of Tires This is considered an additional chargeable service. Contractor, when requested by a Purchasing Entity, will place trailers on-site for the disposal of scrap tires. Contractor must, on a will-call basis, within five (5) days' notification from requesting Purchasing Entity, remove and replace full trailers with empty trailers. Trailer capacity shall be a minimum of six (6) tons of scrap tires. Contractor shall dispose of scrap tires that are removed in Contractor-provided trailers at an approved waste tire recovery area, or other Contract—Goodyear Tire&Rubber Company 27 Page 467 of 993 approved disposal methods.Contractor must invoice for disposal of scrap tires at the price negotiated between parties. Contractor shall submit with invoice, documentation of scrap tire disposal weight from a disposal site, if this is the method of disposal utilized by the Contractor. Contractor may return scrap tires mounted to wheels to Purchasing Entity if dismounting is required. With prior approval from the designated Purchasing Entity Contract representative, Contractor may dismount scrap tires from wheels and invoice at the price negotiated between parties for such service. Contractor must return wheels to the Purchasing Entity for disposition unless instructed otherwise by the Purchasing Entity. 2.2.4.12. Tire pressure monitoring system (TPMS) When new tires are mounted on a vehicle with a TPMS system, the TPMS system will be reinstalled with a new washer, valve, and valve cap (TPMS service kit). This Contract is not meant for purposes of general vehicle maintenance and repair services. Alignment service pricing should include all minor parts such as alignment shims and alignment cam bolts. However,the alignment shims and alignment cam bolts can be invoiced as a separate line item if not included in the price of the alignment. Parts needed to repair a vehicle in order to obtain proper alignment such as tie rod ends/sleeves, ball joints, bushings, sway bar links, center links, idler arms/pitman arms, rack and pinion units, shock absorbers, struts/cartridges and coil springs are not authorized under this Contract. 2.3. Approved Distributors List Contractor will provide a list of its Approved Distributors for each Participating State for this Contract.The Approved Distributor list will,at a minimum, provide the following approved distributor information: Approved Distributor's Business Name Street Address,City,State,Zip Code Phone Number Fax Number Contact Name Contact Email Address Tire Categories Sold (Passenger, Lt.Truck, Med.Truck, Off Road, etc.) Delivery Service Provider(Y or N) Delivery Rates Delivery Terms Other reporting fields may be required by Participating States in their respective participating addendums. The Approved Distributor list will be updated within fifteen (15)calendar days of Contractor's knowledge of a change regarding an Approved Distributor's ownership, business closing, new participation in Contract, delivery service rate or terms,and contact information. Contract—Goodyear Tire&Rubber Company 28 Page 468 of 993 2.4. Customer Service 2.4.1. The Contractor will provide a dedicated customer service representatives) for the Contract. The representative will be available to acknowledge all Purchasing Entities inquiries within one business day. The representative's responsibilities include, but are not limited to,the following: 2.3.1.1 Respond and resolve Participating States' questions and/or complaints about the products and services being provided through the successful Contractor's Approved Distributors network. The customer service representative should acknowledge receipt of Participating States' inquires within one business day. 2.3.1.2 Contact Approved Distributors who are not complying with the NASPO ValuePoint Contract and Participating State's terms and conditions directly or through the Contractor's standard channels. Coordinate the education of the Approved Distributor on its Contract responsibilities. 2.3.1.3 Contact the Lead State Contract Administrator concerning any unresolved issues concerning all Participating States and work with the Lead State Contract Administrator to resolve these issues. Issues which have not been resolved within thirty (30) days shall be escalated up to the Lead State Contract Administrator. 2.3.1.4 Participate in annual meetings with Lead State Contract Administrator to discuss customer service related issues and contract performance. 2.3.1.5 Participate in quarterly conference calls with Lead State Contract Administrator to review any current contract issues with Participating States. 2.3.1.6 Lead contact for sales reporting and remittance of management fees. 2.3.1.7 Main point of contact regardless of the question or issue. If customer service representative cannot answer a question or resolve an issue without additional help, they should contact the necessary staff and obtain the answer or resolve the issue and then contact the Purchasing Entity with the final answer or resolution. 2.5. Website The Contractor will provide a dedicated website complete with each Participating State's participating addendum, tire/tube price list, Approved Distributor list, ordering information and other information as needed for all products included in this Contract. The dedicated website will be accessible by Purchasing Entities by internet link and be functional for the duration of the Contract. A link to the dedicated website will be posted on the State of Iowa's Contract website and be available for review by Purchasing Entities and the general public. The general public may view the pricing but only qualified public entities would participate in the contracted services and goods. Contract—Goodyear Tire&Rubber Company 29 Page 469 of 993 Pricing and the Approved Distributor list for each Participating State should be available to view within two clicks from the main website window.The Contractor must keep the information on the dedicated website current. Current is considered to be no later than fifteen (15) calendar days from the date Contractor has knowledge of the change. Websites may be linked to the Contractor's main public website. Contractor will provide a "live" website no later than 60 days from the date of Contract execution. On March 31, 2019, the website will contain the aforementioned information for Participating States who have submitted their participating addendum by February 15, 2019. After April 1, 2019, the uploading of a Participating State's information to the website must be completed within fifteen (15) days of execution of the participating addendum. Contractor is not required to provide online payment and ordering on its dedicated website. 2.6. Recruiting and Education of Approved Distributors The Contractor will continue recruiting dealers to become Approved Distributors for Participating States for the duration of the Contract. The Contractor is responsible for providing sufficient coverage in each Participating State by ensuring that its authorized dealers are aware of this Contract and understand how to become an Approved Distributor. The Contractor will provide continued outreach with regards to the training of Approved Distributors on the requirements of the Master Agreement. The Contractor is responsible for a Approved Distributor's understanding of the tire discounts, service rates, and billing procedures for their respective Participating State upon execution of a Dealer Agreement. 2.7. Shipping and Delivery All deliveries will be F.O.B. destination. Delivery rates and terms shall be established upon execution of the Contract. Orders to different agencies/departments of a Purchasing Entity shall be shipped according to the delivery rates and terms established in this Contract. Responsibility and liability for loss or damage shall remain the Contractor's until final inspection and acceptance when responsibility shall pass to the Purchasing Entity except as to latent defects, fraud and Contractor's warranty obligations. The minimum shipment amount, if any, will be found in the special terms and conditions. Any order for less than the specified amount is to be shipped with the freight prepaid and added as a separate item on the invoice. Any portion of an Order to be shipped without transportation charges that is back ordered shall be shipped without charge. 2.8. Tax Exemption Sales tax is dynamic and the Contractor must comply with each Participating State's requirements. If Contractor's Approved Distributors cannot invoice the correct tax based upon the location (e.g., delivery location rather than Approved Distributor location) required by a Participating State, Contractor must disclose that to the Participating State prior to execution of a Participating Addendum with that State. 2.9. Multiple Accounts within a Purchasing Entity Purchasing Entities may have different agencies, departments or divisions utilizing the goods and/or services provided by the Contractor. The Contractor will maintain the ability to process multiple individual accounts and unique users within a Purchasing Entity for the duration of the Contract. Contract—Goodyear Tire&Rubber Company 30 Page 470 of 993 2.10. Payment Types The Contractor must accept mailed and electronic payments/P-Cards and cannot charge additional transaction fees under this Master Agreement. 2.11. High Volume Product Participating States may negotiate with Contractor for more favorable tire/tube discounts for their respective high volume products. Contractor will provide a copy of each Participating State's discounts and pricing on the website when they are different from the standard discounts and pricing of this Contract. 2.12. NASPO ValuePoint Administrative Fee and Reporting Requirements The Contractor agrees to pay a NASPO ValuePoint administrative fee as specified in Section 6 of the NASPO ValuePoint Master Agreement Terms and Conditions. Contractor also agrees to provide the specific summary and detailed usage reporting requirements as prescribed by Section 1.7 of the NASPO ValuePoint Master Agreement Terms and Conditions. Contract—Goodyear Tire&Rubber Company 31 Page 471 of 993 SECTION 3 Pricing 3.1. Tires and Tubes Percentage Discounts by Subcategory Tire and Tube pricing includes all anticipated charges, including but not limited to, freight to dealer locations, cost of product and services, transaction fees, overhead, profits, and other costs or expenses incidental to the Contractor's performance. Tire and Tube pricing does not include delivery to Purchasing Entities. Contractor's discount off of Manufacturer's Price List (MPL) pricing is shown below: Tires and Tubes Percentage Discounts by Subcategory Sub- Percent MPL REF. category Tire and Tube Type MPL Name MPL Date # Discount Numbers Pursuit and NASPO Price Book 7/1/2018 B1 Performance Tires 52.5% 4.1.19 to 3.31.20 Base Price Page 1 from Goodyear Book Automobile/Passenger NASPO Price Book 7/1/2018 B2 Vehicles 48% 4.1.19 to 3.31.20 Base Price Pages 1-13 from Goodyear Book NASPO Price Book 7/1/2018 B3 Light Duty Trucks: 48% 4.1.19 to 3.31.20 Base Price Pages 13-20 from Goodyear Book NASPO Price Book 7/1/2018 3a.Radial 48% 4.1.19 to 3.31.20 Base Price Pages 13-20 from Goodyear Book 3b.Bias NA NA NA NA Medium NASPO Price Book 7/1/2018 64 Commercial/Heavy 60% 4.1.19 to 3.31.20 Base Price Pages 20-27 Duty Trucks/Buses from Goodyear Book NASPO Price Book 7/1/2018 65 Off Road 30% 4.1.19 to 3.31.20 Base Price Pages 27-29 from Goodyear Book NASPO Price Book 7/1/2018 5a. Off Road Radial 30% 4.1.19 to 3.31.20 Base Price Page 29 from Goodyear Book NASPO Price Book 7/1/2018 5b.Off Road Bias 30% 4.1.19 to 3.31.20 Base Price Pages 27-29 from Goodyear Book Contract—Goodyear Tire&Rubber Company 32 Page 472 of 993 3.2. Tire Service Pricing Tire services include all minor parts and labor as a total service rate. Flat rate pricing and availability of services is shown below: Product Sub-Category 1&2 Product Sub-Category#3 Product Sub-Category#4 Type of Service Medium Commercial/ Pursuit,Performance, Light Duty Trucks Heavy Duty/Bus Passenger Single Dual Tire Installation w/purchase in 1 store includes dismount of used 040-103-000$0.00 040-107-000$8.00 046-339-000 046-341-000 tires and tubes(per tire) $24.00 $36.00 2 Change tire,dismount and mount 040-101-000$8.50 040-102-000$10.00 040-141-000 040-180-000 $27.51 $30.82 046-345-000 046-347-000 3 Flat Repair,remove,repair and mount 040-265-000$14.00 040-266-000$15.50 $31.00 $45.00 4 Flat repair,off vehicle 040-263-000$14.00 040-263-000$14.00 046-345-000 046-347-000$31.00 $45.00 5 Rotate mounted tires(per tire) - 046-161-000$3.50 046-163-000$3.50 046-109-000 046-109-000 $17.16 $17.16 6 New valve stem rubber or metal Rubber 041-263-000$3.00. Rubber 041-263-000$3.00. 041-210-000 041-210-000 per tire) Metal 041-206-000$6.75 Metal 041-206-000$6.75 $9.00 $9.00 7 heel balance-computer spin 044-263-000$10.95 044-263-000$10.95 044-288-000 044-520-000 balance(Per Tire) $33.00 $36.00 044-208-000 044-208-000 8 heel balance/Valve stem combo per tire) 044-203-000$13.95 044-203-000$13.95 $38.72 $38.72 9 -Alignment services 9a. Standard two wheel 95$69. alignment $69.95 Not Available"Not Available 9b. Four wheel alignment $74.95 $74.95 Not Available""Not Available Current Mfg's list price for Current Mfg's list price for 9c. Bushing/cam alignment parts;Labor based on parts;Labor based on Not Available Not Available Mitchell Manual. Mitchell Manual. 9d. Vehicle Alignment Check Only $29.00 $29.00 Not Available of Available 10 Used tire recycle/disposal fee(per See applicable See ire) See applicable state laws See applicable state laws state laws applicable state laws Bulk tire ( of six tons disposal min. See 11 p See applicable state laws See applicable state laws See applicable applicable capacity) state laws state laws Contract-Goodyear Tire&Rubber Company 33 Page 473 of 993 Tire pressure monitoring kit(per Current Mfg.'s list price for Current Mfg.'s list price for 12 ire kit;Labor rate per Mitchell kit;Labor rate per Mitchell Not Available of Available Manual. Manual. 13 [ervice TPMS Sensors/System $2.50/Tire $2.50/Tire Not Available of Available 3.3. Price and Rate Guarantee Period The percentage discounts off MPL for tires and tubes must remain the same for the duration of the Contract. The Contractor will provide an updated tire and tube price list annually with updated effective dates. Tire and tube pricing updates are allowed annually. A request for price increase must be submitted to the Lead State Contract Administrator sixty (60) days prior to March 31 each year for approval by the Lead State. Acceptable supporting documentation could include providing a comparison of indices from the Producer Price Index which show an increase in the tire manufacturing costs over a period of several years. Acceptable supporting documentation could also include a copy of a letter from a supplier stating they are increasing their price to the Contractor. The Lead State will determine whether the supporting documentation provided is sufficient to justify the requested price increase and reserves the right to clarify or request additional documentation. The Lead State will provide written acceptance or denial of the proposed price increases to the Contractor within 30 days of receipt of the request for price adjustment. Contract—Goodyear Tire&Rubber Company 34 Page 474 of 993 SECTION 4 Project Managers 4.1. Project Manager-Contractor Jeff Goodenow 330-796-4352 330-796-3404(FX) jsgoodenow@goodyear.com 4.2. State of Iowa—DAS/Procurement Contact Nancy Wheelock 515.725-2268 nancy.wheelock@iowa.gov Contract—Goodyear Tire&Rubber Company 35 Page 475 of 993 Note: Inputs in RED The Goodyear Tire & Rubber Company NASPO Master Price File Effective ire G0006247 % Off Factor % On Factor Mdse Group 7905 Police Pursuit 0.5250 0.4750 Mdse Group 7925 Passenger 0.4800 0.5200 Mdse Group 7941 Light Truck 0.4800 0.5200 Mdse Group 1170 Commercial LT 0.60000.4000 Mdse Group 7955 Medium Truck 0.6000 0.4000 Mdse Group 7961 Off-The-Road Bias .3 0.7000 Mdse Group 7962 Off-The-Road Radial 0.3000 0.7000 Select Price Book Date 7/1/2018 Page 476 of 993 Page 477 of 993 Zgo e `° NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Gov't Base Price Low Rolling Resistance Product Calculated FET if Code Tire Type Brand Tire Line Size and Description Size Item Status Book Date: Net Price applicable /Smartway 7/1/2018 109064366 Police Pursuit Goodyear Eagle Sport A/S 235/50R17 96W SL EAGLE SPORTA/S VSBTL 235/50R17 Available $ 225.00 $ 106.88 $ 147354070 Police Pursuit Goodyear Eagle Ultra Grip GW2 P225/60R16 97V S2 EAG UG GW2BCSRPTL P225/60R16 Available $ 208.42 $ 99.00 $ - 166041528 Police Pursuit Goodyear Eagle Ultra Grip GW3 235/50R18 101 V XL EAG UG GW3 VSBTL(Caprice) 235/50R18 Available $ 311.58 $ 148.00 $ - 166042528 Police Pursuit Goodyear Eagle Ultra Grip GW3 245/55R18 103V SL EAG UG GW3 VSBTL(Ford PI Sedan&245/55R18 Available $ 303.16 $ 144.00 $ - 166043528 Police Pursuit Goodyear Eagle Ultra Grip GW3 265/60R17 108H SL EAG UG GW3 VSBTL(Tahoe) 265/60R17 Available $ 252.63 $ 120.00 $ - 166579530 Police Pursuit Goodyear Eagle Ultra Grip GW3 P235/55R17 98V S2 EAG UG GW3 VSBRPTL(Crown Vic 8 P235/55R17 Available $ 244.21 $ 116.00 $ - 166585530 Police Pursuit Goodyear Eagle Ultra Grip GW3 P225/60R18 99V SL EAG UG GW3 VSBRPTL(Charger) P225/60R18 Available $ 263.16 $ 125.00 $ - 732001558 Police Pursuit Goodyear Eagle Enforcer Al Weather 265/60R17 108V EAG ENFORCER AM TL(Tahoe) 265/60R17 Available $ 294.74 $ 140.00 $ - 732002500 Police Pursuit Goodyear Eagle RSA P235/55R17 98W S2 EAG RSA VSBRPTL(Crown Vic) P235/55R17 Available $ 244.21 $ 116.00 $ - 732003558 Police Pursuit Goodyear Eagle Enforcer Al Weather 225/60R18 100V EAG ENFORCER AM TL(Charger) 225/60R18 Available $ 273.68 $ 130.00 $ - 732004558 Police Pursuit Goodyear Eagle Enforcer Al Weather 245/55R18 103V EAG ENFORCER AM TL(Ford PI,Charg 245/55R18 Available $ 307.37 $ 146.00 $ - 732026500 Police Pursuit Goodyear Eagle RSA 245/55R18 103V EAGLE RS-A VSB TL(Ford PI Sedan&Util 245/55R18 Available $ 284.21 $ 135.00 $ - 732276500 Police Pursuit Goodyear Eagle RSA P235/50R18 99W XL EAG RSA VSB TL(Caprice) P235/50R18 Available $ 303.16 $ 144.00 $ - 732297500 Police Pursuit Goodyear Eagle RSA P235/55R17 98W S2 EAG RSA VSBRPTL(Impala) P235/55R17 Available $ 244.21 $ 116.00 $ - 732301500 Police Pursuit Goodyear Eagle RSA P265/60R17 108V SL EAG RS-A VDXRPTL(Tahoe) P265/60R17 Available $ 271.58 $ 129.00 $ - 732312500 Police Pursuit Goodyear Eagle RSA P225/60R18 99W SL EAG RSA VSBRPTL(Charger) P225/60R18 Available $ 258.95 $ 123.00 $ - 732354148 Police Pursuit Goodyear Eagle RSA Plus P225/60R16 97V S2 EAG RSA PLUSVSBRPTL(Crown V P225/60R16 Available $ 223.16 $ 106.00 $ - 732354500 Police Pursuit Goodyear Eagle RSA P225/60R16 97V S2 EAG RS-A VSBRPTL(Crown Vic) P225/60R16 Available $ 214.74 $ 102.00 $ - 732523500 Police Pursuit Goodyear Eagle RSA P265/60R17 108V SL EAG RS-A VSBRPTL(Tahoe) P265/60R17 Available $ 271.58 $ 129.00 $ - 748958571 Police Pursuit Goodyear Wrangler AT Adventure LT275/65R1 8 113S C WRL AT ADVENTURE OWL(F150) LT275/65R18 Available $ 318.50 $ 151.29 $ - 102839387 Passenger Goodyear Eagle Touring 245/45R19 98V EAGLE TOURING VSBRPTL 245/45R19 Available $ 270.89 $ 140.86 $ - 102850387 Passenger Goodyear Eagle Touring 245/40R20 95W EAGLE TOURING VSBRPTL 245/40R20 Available $ 309.59 $ 160.99 $ - 102851387 Passenger Goodyear Eagle Touring 245/45R19 98W EAGLE TOURING VSBRPTL 245/45R19 Available $ 222.91 $ 115.91 $ - 102863387 Passenger Goodyear Eagle Touring 285/45R22 114H EAGLE TOURING VSB RPTL 285/45R22 Available $ 325.06 $ 169.03 $ - 102918387 Passenger Goodyear Eagle Touring 235/40R19 96V EAGLE TOURING VSBRPTL 235/40R19 Available $ 256.88 $ 133.58 $ - 102964559 Passenger Goodyear Eagle Touring 235/45R18 98V EAGLE TOURING RPTL 235/45R18 Available $ 200.00 $ 104.00 $ - 104037357 Passenger Goodyear Eagle F1 Asym A/S 245/40ZR17 91W EAGLE F1 ASYM ALL-SEASON 245/40ZR17 Available $ 219.18 $ 113.97 $ - 104040357 Passenger Goodyear Eagle F1 Asym A/S 255/40ZR17 94W EAGLE F1 ASYM ALL-SEASON 255/40ZR17 Discontinued $ 223.75 $ 116.35 $ - 104041357 Passenger Goodyear Eagle F1 Asym A/S 245/40ZR19 94Y EAGLE F1 ASYM ALL-SEASON 245/40ZR19 Available $ 303.79 $ 157.97 $ - 104086357 Passenger Goodyear Eagle F1 Asym A/S 255/40ZR19 96Y EAGLE F1 ASYM ALL-SEASON 255/40ZR19 Available $ 317.86 $ 165.29 $ - 104090357 Passenger Goodyear Eagle F1 Asym A/S 225/50ZR17 94W EAGLE F1 ASYM ALL-SEASON 225/50ZR17 Available $ 225.90 $ 117.47 $ - 104091357 Passenger Goodyear Eagle F1 Asym A/S 235/50ZR17 96W EAGLE F1 ASYM ALL-SEASON 235/50ZR17 Available $ 238.65 $ 124.10 $ - 104097357 Passenger Goodyear Eagle F1 Asym A/S 225/45ZR17 91W EAGLE F1 ASYM ALL-SEASON 225/45ZR17 Available $ 210.14 $ 109.27 $ - 104100357 Passenger Goodyear Eagle F1 Asym A/S 245/45ZR18 96Y EAGLE F1 ASYM ALL-SEASON 245/45ZR18 Available $ 268.65 $ 139.70 $ - 104107357 Passenger Goodyear Eagle F1 Asym A/S 245/40ZR18 93Y EAGLE F1 ASYM ALL-SEASON 245/40ZR18 Available $ 250.05 $ 130.03 $ - 104109357 Passenger Goodyear Eagle F1 Asym A/S 245/45ZR17 95Y EAGLE F1 ASYM ALL-SEASON 245/45ZR17 Available $ 233.60 $ 121.47 $ - 104115357 Passenger Goodyear Eagle F1 Asym A/S 205/45ZR17 88W EAGLE F1 ASYM ALL-SEASON 205/45ZR17 Available $ 199.30 $ 103.64 $ - 104126357 Passenger Goodyear Eagle F1 Asym A/S 255/45ZR18 99W EAGLE F1 ASYM ALL-SEASON 255/45ZR18 Available $ 277.14 $ 144.11 $ - 104129357 Passenger Goodyear Eagle F1 Asym A/S 225/55ZR17 97W EAGLE F1 ASYM ALL-SEASON 225/55ZR17 Available $ 207.65 $ 107.98 $ - 104135357 Passenger Goodyear Eagle F1 Asym A/S 255/35ZR18 94Y EAGLE F1 ASYM ALL-SEASON 255/35ZR18 Available $ 298.58 $ 155.26 $ - 104138357 Passenger Goodyear Eagle F1 Asym A/S 275/40ZR17 98W EAGLE F1 ASYM ALL-SEASON 275/40ZR17 Available $ 275.34 $ 143.18 $ - 104148357 Passenger Goodyear Eagle F1 Asym A/S 275/40ZR18 99Y EAGLE F1 ASYM ALL-SEASON 275/40ZR18 Available $ 356.08 $ 185.16 $ - 104207357 Passenger Goodyear Eagle F1 Asym A/S 235/50R18 97W EAGLE F1 ASYM ALL-SEASON 235/50R18 Available $ 212.50 $ 110.50 $ - 104225357 Passenger Goodyear Eagle F1 Asym A/S 225/40ZR18 92Y EAGLE F1 ASYM ALL-SEASON 225/40ZR18 Available $ 231.56 $ 120.41 $ - 104241357 Passenger Goodyear Eagle F1 Asym A/S 275/40ZR20 106Y EAGLE F1 ASYM ALL-SEASON 275/40ZR20 Available $ 364.61 $ 189.60 $ - 104258357 Passenger Goodyear Eagle F1 Asym A/S 245/45ZR20 103Y EAGLE F1 ASYM ALL-SEASON 245/45ZR20 Available $ 337.05 $ 175.27 $ - 104291357 Passenger Goodyear Eagle F1 Asym A/S 225/40ZR19 93Y EAGLE F1 ASYM ALL-SEASON 225/40ZR19 Available $ 277.53 $ 144.32 $ - 104294357 Passenger Goodyear Eagle F1 Asym A/S 205/55ZR16 91W EAGLE F1 ASYM ALL-SEASON 205/55ZR16 Available $ 178.03 $ 92.58 $ - 104295357 Passenger Goodyear Eagle F1 Asym A/S 285/35ZR18 97Y EAGLE F1 ASYM ALL-SEASON 285/35ZR18 Available $ 355.41 $ 184.81 $ - 104296357 Passenger Goodyear Eagle F1 Asym A/S 255/45ZR20 101Y EAGLE F1 ASYM ALL-SEASON 255/45ZR20 Discontinued $ 306.56 $ 159.41 $ - 104322357 Passenger Goodyear Eagle F1 Asym A/S 225/45ZR19 92Y EAGLE F1 ASYM ALL-SEASON 225/45ZR19 Available $ 297.03 $ 154.46 $ - 104324357 Passenger Goodyear Eagle F1 Asym A/S 245/35ZR18 92Y EAGLE F1 ASYM ALL-SEASON 245/35ZR18 Available $ 257.26 $ 133.78 $ - 104331357 Passenger Goodyear Eagle F1 Asym A/S 225/50ZR18 95W EAGLE F1 ASYM ALL-SEASON 225/50ZR18 Available $ 231.25 $ 120.25 $ - 104341357 Passenger Goodyear Eagle F1 Asym A/S 265/35ZR19 94Y EAGLE F1 ASYM ALL-SEASON 265/35ZR19 Available $ 415.76 $ 216.20 $ - 104376357 Passenger Goodyear Eagle F1 Asym A/S 275/35ZR18 95Y EAGLE F1 ASYM ALL-SEASON 275/35ZR18 Available $ 339.65 $ 176.62 $ - 104379357 Passenger Goodyear Eagle F1 Asym A/S 275/35ZR20 102Y EAGLE F1 ASYM ALL-SEASON 275/35ZR20 Discontinued $ 375.00 $ 195.00 $ - 104382357 Passenger Goodyear Eagle F1 Asym A/S 285/30ZR19 98Y EAGLE F1 ASYM ALL-SEASON 285/30ZR19 Available $ 386.68 $ 201.07 $ - 104383357 Passenger Goodyear Eagle F1 Asym A/S 255/50ZR19 107W EAGLE F1 ASYM ALL-SEASON 255/50ZR19 Available $ 323.33 $ 168.13 $ - 104388357 Passenger Goodyear Eagle F1 Asym A/S 245/40R19 94W EAGLE F1 ASYM ALL-SEASON 245/40R19 Available $ 260.41 $ 135.41 $ - 104433357 Passenger Goodyear Eagle F1 Asym A/S 245/40R20 99W EAGLE F1 ASYM ALL-SEASON 245/40R20 Available $ 338.54 $ 176.04 $ - 104434357 Passenger Goodyear Eagle F1 Asym A/S 235/55ZR17 99W EAGLE F1 ASYM ALL-SEASON 235/55ZR17 Available $ 232.79 $ 121.05 $ - 104436357 Passenger Goodyear Eagle F1 Asym A/S 265/35R20 99W EAGLE F1 ASYM ALL-SEASON 265/35R20 Available $ 414.86 $ 215.73 $ - 104504357 Passenger Goodyear Eagle F1 Asym A/S 235/40R19 96W EAGLE F1 ASYM ALL-SEASON 235/40R19 Available $ 335.74 $ 174.58 $ - 104545357 Passenger Goodyear Eagle F1 Asym A/S 285/35ZR19 99Y EAGLE F1 ASYM ALL-SEASON 285/35ZR19 Available $ 382.13 $ 198.71 $ - 104619357 Passenger Goodyear Eagle F1 Asym A/S 235/40ZR18 95Y EAGLE F1 ASYM ALL SEASON 235/40ZR18 Available $ 240.51 $ 125.07 $ - 104626357 Passenger Goodyear Eagle F1 Asym A/S 265/35ZR18 97Y EAGLE F1 ASYM ALL-SEASON 265/35ZR18 Available $ 289.58 $ 150.58 $ - 104627357 Passenger Goodyear Eagle F1 Asym A/S 225/45ZR18 95Y EAGLE F1 ASYM ALL-SEASON 225/45ZR18 Available $ 272.01 $ 141.45 $ - 104631357 Passenger Goodyear Eagle F1 Asym A/S 265/40ZR18 101Y EAGLE F1 ASYM ALL-SEASON 265/40ZR18 Available $ 298.78 $ 155.37 $ - 104633357 Passenger Goodyear Eagle F1 Asym A/S 255/35ZR19 96Y EAGLE F1 ASYM AL SEASON 255/35ZR19 Available $ 315.65 $ 164.14 $ - 104711357 Passenger Goodyear Eagle F1 Asym A/S 205/50ZR17 93W EAGLE F1 ASYM ALL-SEASON 205/50ZR17 Available $ 222.98 $ 115.95 $ - 104727357 Passenger Goodyear Eagle F1 Asym A/S 235/35ZR19 91Y EAGLE F1 ASYM ALL-SEASON 235/35ZR19 Available $ 304.86 $ 158.53 $ - 104732357 Passenger Goodyear Eagle F1 Asym A/S 255/40ZR18 95Y EAGLE F1 ASYM ALL-SEASON 255/40ZR18 Available $ 281.96 $ 146.62 $ - 104734357 Passenger Goodyear Eagle F1 Asym A/S 275/35ZR19 96Y EAGLE F1 ASYM ALL-SEASON 275/35ZR19 Available $ 366.79 $ 190.73 $ - 104738357 Passenger Goodyear Eagle F1 Asym A/S 275/40ZR19 101Y EAGLE F1 ASYM ALL-SEASON 275/40ZR19 Discontinued $ 366.25 $ 190.45 $ - 104784357 Passenger Goodyear Eagle F1 Asym A/S 255/45ZR20 101W EAGLE F1 ASYM ALL-SEASON 255/45ZR20 Available $ 302.46 $ 157.28 $ - 104945357 Passenger Goodyear Eagle F1 Asym A/S 215/45ZR17 91W EAGLE F1 ASYM ALL-SEASON 215/45ZR17 Available $ 217.63 $ 113.17 $ - 104946357 Passenger Goodyear Eagle F1 Asym A/S 235/45ZR17 94W EAGLE F1 ASYM ALL-SEASON 235/45ZR17 Available $ 219.61 $ 114.20 $ - 106087625 Passenger GoodyearEagle GT II P285/50R20 111 H S2 EAG GT II VSBRPTL P285/50R20 Available $ 268.64 $ 139.69 $ - 106137625 Passenger Goodyear Eagle GT II P275/45R20 106V S2 EAG GT II VSBRPTL P275/45R20 Available $ 265.19 $ 137.90 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pric gxlsx Please check the Government Sales website or Tire-HQ forthe latest pricing information. 3 of 52 Page 478 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 106182625 Passenger Goodyear Eagle GT II 305/50R20 120H X2 EAG GT II VSBRPTL 305/50R20 Available $ 307.95 $ 160.13 $ - 107172343 Passenger Goodyear Eagle RS-A2 P245/45R19 98V SL EAGLE RS-A2 VSBTL P245/45R19 Available $ 227.09 $ 118.09 $ - 107548343 Passenger Goodyear Eagle RS-A2 245/45ZR20 99Y SL EAGLE RS-A2 VSBTL 245/45ZR20 Available $ 311.64 $ 162.05 $ - 109020366 Passenger Goodyear Eagle Sport A/S 255/50R19 107V XL EAGLE SPORT A/S VSBTL 255/50R19 Available $ 239.86 $ 124.73 $ - 109032366 Passenger Goodyear Eagle Sport A/S 195/55R16 87V SL EAGLE SPORT A/S VSBTL 195/55R16 Available $ 143.91 $ 74.83 $ - 109035366 Passenger Goodyear Eagle Sport A/S 225/50R16 92V SL EAGLE SPORT A/S VSBTL 225/50R16 Available $ 148.96 $ 77.46 $ - 109044366 Passenger Goodyear Eagle Sport A/S 225/45R17 94W XL EAGLE SPORT A/S VSBTL 225/45R17 Available $ 156.25 $ 81.25 $ - 109046366 Passenger Goodyear Eagle Sport A/S 235/55R17 99W XL EAGLE SPORTA/S VSBTL 235/55R17 Available $ 180.59 $ 93.91 $ - 109053366 Passenger Goodyear Eagle Sport A/S 215/45R17 91W XL EAGLE SPORTA/S VSBTL 215/45R17 Available $ 152.75 $ 79.43 $ - 109054366 Passenger Goodyear Eagle Sport A/S 235/50R18 97W SL EAGLE SPORT A/S VSBTL 235/50R18 Available $ 210.83 $ 109.63 $ - 109055366 Passenger Goodyear Eagle Sport A/S 225/40R18 92W SL EAGLE SPORTA/S VSBTL 225/40R18 Available $ 174.14 $ 90.55 $ - 109056366 Passenger Goodyear Eagle Sport A/S 245/45R18 96W SL EAGLE SPORTA/S VSBTL 245/45R18 Available $ 214.61 $ 111.60 $ - 109057366 Passenger Goodyear Eagle Sport A/S 245/40R18 93W SL EAGLE SPORT A/S VSBTL 245/40R18 Available $ 193.49 $ 100.61 $ - 109058366 Passenger Goodyear Eagle Sport A/S 225/45R18 95W SL EAGLE SPORT A/S VSBTL 225/45R18 Available $ 191.89 $ 99.78 $ - 109059366 Passenger Goodyear Eagle Sport A/S 245/45R17 95W SL EAGLE SPORT A/S VSBTL 245/45R17 Available $ 176.74 $ 91.90 $ - 109060366 Passenger Goodyear Eagle Sport A/S 245/40R17 91W SL EAGLE SPORT A/S VSBTL 245/40R17 Available $ 175.48 $ 91.25 $ - 109062366 Passenger Goodyear Eagle Sport A/S 275/40R20 106W XL EAGLE SPORT A/S VSBTL 275/40R20 Available $ 252.49 $ 131.29 $ - 109063366 Passenger Goodyear Eagle Sport A/S 235/40R18 95W XL EAGLE SPORT A/S VSBTL 235/40R18 Available $ 201.99 $ 105.03 $ - 109065366 Passenger Goodyear Eagle Sport A/S 215/45R18 93W XL EAGLE SPORT A/S VSBTL 215/45R18 Available $ 183.05 $ 95.19 $ - 109066366 Passenger Goodyear Eagle Sport A/S 245/35R20 95W XL EAGLE SPORT A/S VSBTL 245/35R20 Available $ 199.46 $ 103.72 $ - 109069366 Passenger Goodyear Eagle Sport A/S 245/45R20 103W XL EAGLE SPORT A/S VSBTL 245/45R20 Available $ 238.64 $ 124.09 $ - 109072366 Passenger Goodyear Eagle Sport A/S 255/40R18 99W XL EAGLE SPORT A/S VSBTL 255/40R18 Available $ 241.13 $ 125.39 $ - 109074366 Passenger Goodyear Eagle Sport A/S 255/35R19 96W XL EAGLE SPORT A/S VSBTL 255/35R19 Available $ 257.99 $ 134.15 $ - 109075366 Passenger Goodyear Eagle Sport A/S 255/40R17 94W SL EAGLE SPORT A/S VSBTL 255/40R17 Available $ 189.36 $ 98.47 $ - 109077366 Passenger Goodyear Eagle Sport A/S 245/40R19 94W SL EAGLE SPORT A/S VSBTL 245/40R19 Available $ 281.53 $ 146.40 $ - 109079366 Passenger Goodyear Eagle Sport A/S 245/50R18 100V SL EAGLE SPORT A/S VSBTL 245/50R18 Discontinued $ 247.61 $ 128.76 $ - 109080366 Passenger Goodyear Eagle Sport A/S 255/35R18 94W XL EAGLE SPORT A/S VSBTL 255/35R18 Available $ 257.54 $ 133.92 $ - 109081366 Passenger Goodyear Eagle Sport A/S 255/35R20 97W XL EAGLE SPORT A/S VSBTL 255/35R20 Available $ 234.81 $ 122.10 $ - 109082366 Passenger Goodyear Eagle Sport A/S 255/45R20 1 01 W SL EAGLE SPORT A/S VSBTL 255/45R20 Available $ 233.55 $ 121.45 $ - 109083366 Passenger Goodyear Eagle Sport A/S 225/50R17 94W SL EAGLE SPORT A/S VSBTL 225/50R17 Available $ 168.75 $ 87.75 $ - 109084366 Passenger Goodyear Eagle Sport A/S 235/45R18 94V SL EAGLE SPORT A/S VSBTL 235/45R18 Available $ 219.29 $ 114.03 $ - 109085366 Passenger Goodyear Eagle Sport A/S 215/55R17 94V SL EAGLE SPORT A/S VSBTL 215/55R17 Available $ 152.75 $ 79.43 $ - 109086382 Passenger Goodyear Eagle Sport A/S 225/55R18 98V SL EAGLE SPORT A/S VSBTL 225/55R18 Available $ 190.63 $ 99.13 $ - 109087366 Passenger Goodyear Eagle Sport A/S 235/50R18 97V SL EAGLE SPORT A/S VSBTL 235/50R18 Available $ 214.61 $ 111.60 $ - 109089366 Passenger Goodyear Eagle Sport A/S 245/50R18 100V SL EAGLE SPORT A/S VSBTL 245/50R18 Available $ 218.75 $ 113.75 $ - 109092395 Passenger Goodyear Eagle Sport A/S 225/50R18 95V EAGLE SPORT A/S STIR ROF 225/50R18 Available $ 315.43 $ 164.02 $ - 109093382 Passenger Goodyear Eagle Sport A/S 245/45R18 100 H XL EAGLE SPORT A/S J BLT 245/45R18 Available $ 225.98 $ 117.51 $ - 109093395 Passenger Goodyear Eagle Sport A/S 245/45R18 100H EAGLE SPORT A/S ROF 245/45R18 Available $ 322.50 $ 167.70 $ - 109095395 Passenger Goodyear Eagle Sport A/S 245/45R18 100V EAG SPT AS ROF*RSC MOE 245/45R18 Available $ 335.00 $ 174.20 $ - 109096395 Passenger Goodyear Eagle Sport A/S 285/45R20 112H XL EAGL SPORT A/S ROF ACE 285/45R20 Available $ 488.75 $ 254.15 $ - 109097395 Passenger Goodyear Eagle Sport A/S 255/55R19 111 H XL EAGL SPORT A/S ROF ACE 255/55R19 Available $ 459.99 $ 239.19 $ - 109098366 Passenger Goodyear Eagle Sport A/S 265/45R18 1 01 V SL EAGLE SPORT A/S VSBTL 265/45R18 Available $ 358.54 $ 186.44 $ - 109099382 Passenger Goodyear Eagle Sport A/S 255/60R18 108H SL EAGLE SPORT A/S AO TL 255/60R18 Available $ 265.11 $ 137.86 $ - 109100366 Passenger Goodyear Eagle Sport A/S 235/55R20 102V SL EAGLE SPORT A/S VSBTL 235/55R20 Available $ 239.86 $ 124.73 $ - 109101395 Passenger Goodyear Eagle Sport A/S 255/45R20 105V XL EAGL SPORT A/S ROF MOE 255/45R20 Available $ 377.99 $ 196.55 $ - 109102395 Passenger Goodyear Eagle Sport A/S 285/40R20 108V XL EAGL SPORT A/S ROF MOE 285/40R20 Available $ 562.69 $ 292.60 $ - 109104366 Passenger Goodyear Eagle Sport A/S 235/40R18 91W SL EAGLE SPORT A/S VSBTL 235/40R18 Available $ 201.99 $ 105.03 $ - 109105399 Passenger Goodyear Eagle Sport A/S 265/50R19 110W XL EAGLE SPORT A/S MGT 265/50R19 Available $ 382.53 $ 198.92 $ - 109106399 Passenger Goodyear Eagle Sport A/S 255/60R18 108W SL EAGLE SPORT A/S MGT 255/60R18 Available $ 265.11 $ 137.86 $ - 109108366 Passenger Goodyear Eagle Sport A/S 255/50R20 109 XL EAGLE SPORT A/S VSBTL 255/50R20 Available $ 239.86 $ 124.73 $ - 109110366 Passenger Goodyear Eagle Sport A/S 255/60R19 109H XL EAGLE SPORT A/S VSBTL 255/60R19 Available $ 220.93 $ 114.88 $ - 109111366 Passenger Goodyear Eagle Sport A/S 245/50R20 102V SL EAGLE SPORT A/S VSBTL 245/50R20 Available $ 195.68 $ 101.75 $ - 109112366 Passenger Goodyear Eagle Sport A/S 255/55R18 109V SL EAGLE SPORT A/S VSBTL 255/55R18 Available $ 220.93 $ 114.88 $ - 109113366 Passenger Goodyear Eagle Sport A/S 245/55R19 103V SL EAGLE SPORT A/S VSBTL 245/55R19 Available $ 233.55 $ 121.45 $ - 109114366 Passenger Goodyear Eagle Sport A/S 255/55R20 107H SL EAGLE SPORT A/S VSBTL 255/55R20 Available $ 214.61 $ 111.60 $ - 109115366 Passenger Goodyear Eagle Sport A/S 285/45R22 110H SL EAGLE SPORT A/S VSBTL 285/45R22 Available $ 252.49 $ 131.29 $ - 109125382 Passenger Goodyear Eagle Sport A/S 235/60R18 103V SL EAGLE SPORT A/S BLTTL 235/60R18 Available $ 220.93 $ 114.88 $ - 109132366 Passenger Goodyear Eagle Sport A/S 225/60R18 100V SL EAGLE SPORT A/S VSBTL 225/60R18 Available $ 194.41 $ 101.09 $ - 109133366 Passenger Goodyear Eagle Sport A/S 235/60R18 107V XL EAGLE SPORT A/S VSBTL 235/60R18 Available $ 206.25 $ 107.25 $ - 109134366 Passenger Goodyear Eagle Sport A/S 205/50R16 87V SL EAGLE SPORT A/S VSBTL 205/50R16 Available $ 128.76 $ 66.96 $ - 109136366 Passenger Goodyear Eagle Sport A/S 205/45R17 88V XL EAGLE SPORT A/S VSBTL 205/45R17 Available $ 154.01 $ 80.09 $ - 109138366 Passenger Goodyear Eagle Sport A/S 275/55R20 117V XL EAGLE SPORT A/S VSBTL 275/55R20 Available $ 214.61 $ 111.60 $ - 109139366 Passenger Goodyear Eagle Sport A/S 265/40R20 104H XL EAGLE SPORT A/S AO SCT 265/40R20 Available $ 296.70 $ 154.28 $ - 109142557 Passenger Goodyear Eagle Sport A/S 245/50R20 105V XL EAGLE SPORT A/S J BLT 245/50R20 Available $ 283.79 $ 147.57 $ - 109143395 Passenger Goodyear Eagle Sport A/S 225/55R17 97H EAG SPRT A/S ROF STIR MOE 225/55R17 Available $ 287.60 $ 149.55 $ - 109146399 Passenger Goodyear Eagle Sport A/S 265/50R19 110W XL EAGLE SPORT A/S MGT 265/50R19 Available $ 382.53 $ 198.92 $ - 109174366 Passenger Goodyear Eagle Sport A/S 195/65R15 91V SL EAGLE SPORT A/S VSBTL 195/65R15 Available $ 119.93 $ 62.36 $ - 109270366 Passenger Goodyear Eagle Sport A/S 235/45R17 94W SL EAGLE SPORT A/S VSBTL 235/45R17 Available $ 170.43 $ 88.62 $ - 109361366 Passenger Goodyear Eagle Sport A/S 225/60R16 98V SL EAGLE SPORT A/S VSBTL 225/60R16 Available $ 140.13 $ 72.87 $ - 109485366 Passenger Goodyear Eagle Sport A/S 225/55R16 95V SL EAGLE SPORT A/S VSBTL 225/55R16 Available $ 147.70 $ 76.80 $ - 109576366 Passenger Goodyear Eagle Sport A/S 205/50R17 93V SL EAGLE SPORT A/S VSBTL 205/50R17 Available $ 161.24 $ 83.84 $ - 109848366 Passenger Goodyear Eagle Sport A/S 195/60R15 88V SL EAGLE SPORT A/S VSBTL 195/60R15 Available $ 109.83 $ 57.11 $ - 109887366 Passenger Goodyear Eagle Sport A/S 215/55R16 93V SL EAGLE SPORT A/S VSBTL 215/55R16 Available $ 143.91 $ 74.83 $ - 109902366 Passenger Goodyear Eagle Sport A/S 215/60R16 95V SL EAGLE SPORT A/S VSBTL 215/60R16 Available $ 138.86 $ 72.21 $ - 109907366 Passenger Goodyear Eagle Sport A/S 205/55R16 91V SL EAGLE SPORT A/S VSBTL 205/55R16 Available $ 140.60 $ 73.11 $ - 109910366 Passenger Goodyear Eagle Sport A/S 205/60R16 92V SL EAGLE SPORT A/S VSBTL 205/60R16 Available $ 135.08 $ 70.24 $ - 109911366 Passenger Goodyear Eagle Sport A/S 195/55R15 85V SL EAGLE SPORT A/S VSBTL 195/55R15 Available $ 132.55 $ 68.93 $ - 109912366 Passenger Goodyear Eagle Sport A/S 215/50R17 91V XL EAGLE SPORT A/S VSBTL 215/50R17 Available $ 164.11 $ 85.34 $ - 109923366 Passenger Goodyear Eagle Sport A/S 225/55R17 97V SL EAGLE SPORT A/S VSBTL 225/55R17 Available $ 170.43 $ 88.62 $ - 110188545 Passenger Goodyear Assurance MaxLife 235/65R17 104V SL ASSURANCE MAXLIFE VSB 235/65R17 Available $ 187.09 $ 97.29 $ - 110319545 Passenger Goodyear Assurance MaxLife 235/55R17 99H SL ASSURANCE MAXLIFE VSB 235/55R17 Available $ 181.93 $ 94.60 $ - 110340545 Passenger Goodyear Assurance MaxLife 215/55R17 94V SL ASSURANCE MAXLIFE VSB 215/55R17 Available $ 162.56 $ 84.53 $ - 110363545 Passenger Goodyear lAssurance MaxLife 225/60R18 100H SL ASSURANCE MAXLIFE VSB 225/60R18 Available $ 178.05 $ 92.59 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 4 of 52 Page 479 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 110407545 Passenger Goodyear Assurance MaxLife 225/60R16 98H SL ASSURANCE MAX FE VSB 225/60R16 Available $ 143.21 $ 74.47 $ - 110488545 Passenger Goodyear Assurance MaxLife 235/60R17 102H SL ASSURANCE MAXLIFE VSB 235/60R17 Available $ 187.09 $ 97.29 $ - 110489545 Passenger Goodyear Assurance MaxLife 195/65R15 91 H SL ASSURANCE MAXLIFE VSB 195/65R15 Available $ 125.15 $ 65.08 $ - 110496545 Passenger Goodyear Assurance MaxLife 235/55R18 100V SL ASSURANCE MAXLIFE VSB 235/55R18 Available $ 219.34 $ 114.06 $ - 110502545 Passenger Goodyear Assurance MaxLife 225/55R17 97V SL ASSURANCE MAXLIFE VSB 225/55R17 Available $ 185.79 $ 96.61 $ - 110567545 Passenger Goodyear Assurance MaxLife 225/45R17 91V SL ASSURANCE MAXLIFE VSB 225/45R17 Available $ 165.15 $ 85.88 $ - 110571545 Passenger Goodyear Assurance MaxLife 215/60R16 95V SL ASSURANCE MAXLIFE VSB 215/60R16 Available $ 139.34 $ 72.46 $ - 110780545 Passenger Goodyear Assurance MaxLife 205/65R16 95H SL ASSURANCE MAXLIFE VSB 205/65R16 Available $ 136.76 $ 71.12 $ - 110819545 Passenger Goodyear Assurance MaxLife 245/60R18 105H SL ASSURANCE MAXLIFE VSB 245/60R18 Available $ 227.08 $ 118.08 $ - 110876545 Passenger Goodyear Assurance MaxLife 235/50R18 97V SL ASSURANCE MAXLIFE VSB 235/50R18 Available $ 212.89 $ 110.70 $ - 110883545 Passenger Goodyear Assurance MaxLife 235/55R19 101V SL ASSURANCE MAXLIFE VSB 235/55R19 Available $ 230.95 $ 120.09 $ - 110885545 Passenger Goodyear Assurance MaxLife 235/65R18 106H SL ASSURANCE MAXLIFE VSB 235/65R18 Available $ 218.05 $ 113.39 $ - 110918545 Passenger Goodyear Assurance MaxLife 235/40R19 96V XL ASSURANCE MAXLIFE VSB 235/40R19 Available $ 197.41 $ 102.65 $ - 110927545 Passenger Goodyear Assurance MaxLife 245/50R20 102V SL ASSURANCE MAXLIFE VSB 245/50R20 Available $ 237.41 $ 123.45 $ - 110928545 Passenger Goodyear Assurance MaxLife 235/55R20 102V SL ASSURANCE MAXLIFE VSB 235/55R20 Available $ 221.92 $ 115.40 $ - 110929545 Passenger Goodyear Assurance MaxLife 255/55R20 107H SL ASSURANCE MAXLIFE VSB 255/55R20 Available $ 224.50 $ 116.74 $ - 110930545 Passenger Goodyear Assurance MaxLife 225/55R19 99V SL ASSURANCE MAXLIFE VSB 225/55R19 Available $ 236.12 $ 122.78 $ - 110931545 Passenger Goodyear Assurance MaxLife 235/45R19 95H SL ASSURANCE MAXLIFE VSB 235/45R19 Available $ 197.41 $ 102.65 $ - 110932545 Passenger Goodyear Assurance MaxLife P255/60R19 108H SL ASSURANCE MAXLIFE VSB P255/60R19 Available $ 218.05 $ 113.39 $ - 110933545 Passenger Goodyear Assurance MaxLife 235/50R19 99V SL ASSURANCE MAXLIFE VSB 235/50R19 Available $ 228.37 $ 118.75 $ - 110934545 Passenger Goodyear Assurance MaxLife 235/60R18 103V SL ASSURANCE MAXLIFE VSB 235/60R18 Available $ 228.38 $ 118.76 $ - 110935545 Passenger Goodyear Assurance MaxLife 225/55R18 98H SL ASSURANCE MAXLIFE VSB 225/55R18 Available $ 187.09 $ 97.29 $ - 110936545 Passenger Goodyear Assurance MaxLife 235/45R18 94V SL ASSURANCE MAXLIFE VSB 235/45R18 Available $ 202.57 $ 105.34 $ - 110938545 Passenger Goodyear Assurance MaxLife 225/45R18 91V SL ASSURANCE MAXLIFE VSB 225/45R18 Available $ 169.02 $ 87.89 $ - 110939545 Passenger Goodyear Assurance MaxLife P215/55R18 94H SL ASSURANCE MAXLIFE VSB P215/55R18 Available $ 193.54 $ 100.64 $ - 110940545 Passenger Goodyear Assurance MaxLife 235/40R18 91V SL ASSURANCE MAXLIFE VSB 235/40R18 Available $ 194.83 $ 101.31 $ - 110943545 Passenger Goodyear Assurance MaxLife P215/65R17 98V SL ASSURANCE MAXLIFE VSB P215/65R17 Available $ 161.28 $ 83.87 $ - 110947545 Passenger Goodyear Assurance MaxLife 215/45R17 87V SL ASSURANCE MAXLIFE VSB 215/45R17 Available $ 178.05 $ 92.59 $ - 110951545 Passenger Goodyear Assurance MaxLife 215/55R16 93H SL ASSURANCE MAXLIFE VSB 215/55R16 Available $ 144.50 $ 75.14 $ - 110952545 Passenger Goodyear Assurance MaxLife 205/55R16 91 H SL ASSURANCE MAXLIFE VSB 205/55R16 Available $ 135.48 $ 70.45 $ - 110953545 Passenger Goodyear Assurance MaxLife 205/60R16 92V SL ASSURANCE MAXLIFE VSB 205/60R16 Available $ 132.89 $ 69.10 $ - 110954545 Passenger Goodyear Assurance MaxLife 215f7OR16 100H SL ASSURANCE MAXLIFE VSB 215f7OR16 Available $ 169.03 $ 87.90 $ - 110956545 Passenger Goodyear Assurance MaxLife 235/50R17 96H SL ASSURANCE MAXLIFE VSB 235/50R17 Available $ 174.18 $ 90.57 $ - 110957545 Passenger Goodyear Assurance MaxLife 265/60R18 110H SL ASSURANCE MAXLIFE VSB 265/60R18 Available $ 228.37 $ 118.75 $ - 110971545 Passenger Goodyear Assurance MaxLife 245/55R19 103V SL ASSURANCE MAXLIFE VSB 245/55R19 Available $ 224.50 $ 116.74 $ - 110977545 Passenger Goodyear Assurance MaxLife 215/50R17 95V XL ASSURANCE MAXLIFE VSB 215/50R17 Available $ 175.48 $ 91.25 $ - 110978545 Passenger Goodyear Assurance MaxLife 235/45R17 94V SL ASSURANCE MAXLIFE VSB 235/45R17 Available $ 196.11 $ 101.98 $ - 110979545 Passenger Goodyear Assurance MaxLife 225/60R17 99H SL ASSURANCE MAXLIFE VSB 225/60R17 Available $ 185.79 $ 96.61 $ - 110980545 Passenger Goodyear Assurance MaxLife 205/50R17 89V SL ASSURANCE MAXLIFE VSB 205/50R17 Available $ 170.31 $ 88.56 $ - 110981545 Passenger Goodyear Assurance MaxLife 225/65R17 102H SL ASSURANCE MAXLIFE VSB 225/65R17 Available $ 172.89 $ 89.90 $ - 110982545 Passenger Goodyear Assurance MaxLife 225/50R17 94V SL ASSURANCE MAXLIFE VSB 225/50R17 Available $ 171.60 $ 89.23 $ - 110996545 Passenger Goodyear Assurance MaxLife 235/45R17 94V SL ASSURANCE MAXLIFE VSB 235/45R17 Available $ 196.11 $ 101.98 $ - 111016513 Passenger Goodyear Excellence ROF 245/45R19 98Y SL EXCELLENCE ROF BLTTL 245/45R19 Available $ 633.06 $ 329.19 $ - 111017513 Passenger Goodyear Excellence ROF 275/40R19 101Y SL EXCELLENCE ROF BLTTL 275/40R19 Available $ 665.50 $ 346.06 $ - 111018513 Passenger Goodyear Excellence ROF 245/55R17 102W SL EXCELLENCE ROF BLTTL 245/55R17 Available $ 571.51 $ 297.19 $ - 111045513 Passenger Goodyear Excellence ROF 245/40R20 99Y XL EXCELLENCE ROF BLTTL 245/40R20 Available $ 718.46 $ 373.60 $ - 111048513 Passenger Goodyear Excellence ROF 275/35R20 102Y XL EXCELLENCE ROF BLTTL 275/35R20 Available $ 800.46 $ 416.24 $ - 111272513 Passenger Goodyear Excellence ROF 225/55R17 97Y SL EXCELLENCE*ROF BLT TL 225/55R17 Available $ 400.25 $ 208.13 $ - 111443513 Passenger Goodyear Excellence ROF 245/45R18 96Y SL EXCELLENCE*ROF BLT TL 245/45R18 Available $ 512.55 $ 266.53 $ - 111446513 Passenger Goodyear Excellence ROF 275/35R19 96Y SL EXCELLENCE*ROF BLT TL 275/35R19 Available $ 723.58 $ 376.26 $ - 111870513 Passenger Goodyear Excellence ROF 225/45R17 91W S2 EXCELLENCE ROF VSBTL 225/45R17 Available $ 474.63 $ 246.81 $ - 111971513 Passenger Goodyear Excellence ROF 195/55R16 87V SL EXCELLENCE ROF VSBTL 195/55R16 Available $ 389.10 $ 202.33 $ - 112028381 Passenger Goodyear Efficient Grip 235/45R18 94YSLEFFICIENTGRIP BLTTL 235/45R18 Available $ 264.44 $ 137.51 $ - 112043546 Passenger Goodyear Efficient Grip SUV 225/60R18 100V SL EFFICIENTGRIP SUV TL 225/60R18 Available $ 250.00 $ 130.00 $ - 112068344 Passenger Goodyear Efficient Grip ROF 255/50R19 103Y SL EFFICIENTGRIP*ROF TL 255/50R19 Available $ 769.73 $ 400.26 $ - 112126344 Passenger Goodyear Efficient Grip ROF 255/45R20 101Y SL EFFICIENTGRIP*ROF TL 255/45R20 Available $ 684.23 $ 355.80 $ - 112185344 Passenger Goodyear Efficient Grip ROF 285/40R20 104Y SL EFFICIENTGRIP*ROF TL 285/40R20 Available $ 703.95 $ 366.05 $ - 112199344 Passenger Goodyear Efficient Grip ROF 255/40R18 95V SL EFFICIENTGRIP*ROF TL 255/40R18 Available $ 484.21 $ 251.79 $ - 112206344 Passenger Goodyear.Efficient Grip ROF 225/45R18 91V SL EFFICIENTGRIP*ROF TL 225/45R18 Discontinued $ 398.06 $ 206.99 $ - 112228344 Passenger Goodyear Efficient Grip ROF 255/40R19 100Y XL EFFICIENTGRIP*ROF AO 255/40R19 Available $ 553.74 $ 287.94 $ - 117334373 Passenger Goodyear ULT Grip 8 235/60R16 100H SL ULT GRIP 8 PERFORMANCE 235/60R16 Available $ 223.31 $ 116.12 $ - 117334649 Passenger Goodyear ULT Grip Perf 2 235/60R16 SL ULTRA GRIP PERF 2 M+S TL 235/60R16 Available $ 217.44 $ 113.07 $ - 117365649 Passenger Goodyear ULT Grip Perf 2 205/50R17 XL ULTRA GRIP PERF 2 M+S TL 205/50R17 Available $ 242.69 $ 126.20 $ - 117621649 Passenger Goodyear ULT Grip Perf 2 225/45R17 XL ULTRA GRIP PERF 2 M+S TL 225/45R17 Available $ 287.56 $ 149.53 $ - 117753373 Passenger Goodyear ULT Grip 8 225/55R17 97H SL ULTRAGRIP 8 PERF STIR 225/55R17 Available $ 270.88 $ 140.86 $ - 117761373 Passenger Goodyear ULT Grip 8 205/55R16 94V XL ULT GRIP 8 PERFORMANCE 205/55R16 Discontinued $ 220.44 $ 114.63 $ 117762373 Passenger Goodyear ULT Grip B 215/55R16 97H XL ULT GRIP B PERFORMANCE 215/55R16 Discontinued $ 229.06 $ 119.11 $ - 117763373 Passenger Goodyear ULT Grip 8 215/55R17 98V XL ULT GRIP 8 PERFORMANCE 215/55R17 Available $ 252.13 $ 131.11 $ - 117764373 Passenger Goodyear ULT Grip 8 225/55R17 101V XL ULT GRIP 8 PERFORMANCE 225/55R17 Discontinued $ 268.00 $ 139.36 $ - 117767373 Passenger Goodyear ULT Grip 8 205/50R17 93V XL ULT GRIP 8 PERFORMANCE 205/50R17 Available $ 260.63 $ 135.53 $ - 117768373 Passenger Goodyear ULT Grip 8 225/45R17 94V XL ULT GRIP 8 PERFORMANCE 225/45R17 Available $ 295.31 $ 153.56 $ - 117771373 Passenger Goodyear ULT Grip 8 235/45R17 97V XL ULT GRIP 8 PERFORMANCE 235/45R17 Available $ 303.94 $ 158.05 $ - 117772373 Passenger Goodyear ULT Grip 8 245/45R17 99V XL ULT GRIP 8 PERFORMANCE 245/45R17 Available $ 308.31 $ 160.32 $ - 117773373 Passenger Goodyear ULT Grip 8 235/50R18 101V XL ULT GRIP 8 PERFORMANCE 235/50R18 Available $ 346.69 $ 180.28 $ - 117775373 Passenger Goodyear ULT Grip 8 225/40R18 92V XL ULT GRIP 8 PERFORMANCE 225/40R18 Available $ 337.44 $ 175.47 $ - 117847373 Passenger Goodyear ULT Grip 8 235/60R18 100H SL ULT GRIP 8 PERFORMANCE 255/60R18 Available $ 319.13 $ 165.95 $ - 166052531 Passenger Goodyear Eagle UG GW3 225/50R17 94H SL EAG UG GW3 M+S ROF TL 225/50R17 Available $ 337.38 $ 175.44 $ - 389024128 Passenger Goodyear Eagle F1 Supercar P235/45ZR18(88Y)L2 EAG F1SUPCAR VSBRPTL P235/45ZR18 Available $ 484.33 $ 251.85 $ - 389025128 Passenger Goodyear Eagle F1 Supercar P315/40ZR19(103Y)L2 EAG F1SUPCR VSBRPTL P315/40ZR19 Available $ 804.04 $ 418.10 $ - 389027128 Passenger Goodyear Eagle F1 Supercar P285/40ZR18 96W LL EAG F1SUPCAR VSBRPTL P285/40ZR18 Available $ 263.54 $ 137.04 $ - 389046128 Passenger Goodyear Eagle F1 Supercar P255/45ZR18 99W S2 EAG F1SUPCAR VSBRPTL P255/45ZR18 Available $ 258.74 $ 134.54 $ - 389118128 Passenger Goodyear Eagle F1 Supercar P295/35ZR18 91Y S2 EAG F1 SUPCAR VSBRPTL P295/35ZR18 Available $ 559.68 $ 291.03 $ - 389119128 Passenger Goodyear I Eagle F1 Supercar P265/40ZR17 91Y S2 EAG F1 SUPCAR VSBRPTL P265/40ZR17 Available $ 464.74 $ 241.66 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ forthe latest pricing information. 5 of 52 Page 480 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0_18 389122128 Passenger Goodyear Eagle F1 Supercar 245/45ZR20 99Y S2 EAG F1 SUPCAR VSBRPTL 245/45ZR20 Discontinued $ 293.75 $ 152.75 $ - 389123128 Passenger Goodyear Eagle F1 Supercar 255/45ZR20 101Y S2 EAG F1 SUPCAR VSBRPTL 255/45ZR20 Available $ 456.29 $ 237.27 $ - 389358128 Passenger Goodyear Eagle F1 Supercar 285/35R22 102W SL EAG F1SUPCAR VSBRPTL 285/35R22 Discontinued $ 277.64 $ 144.37 $ - 389385128 Passenger Goodyear Eagle F1 Supercar P255/40R19 96W SL EAG F1SUPCAR VSBRPTL P255/40R19 Available $ 330.48 $ 171.85 $ - 389386128 Passenger Goodyear Eagle F1 Supercar P285/35R19 90W SL EAG F1SUPCAR VSBRPTL P285/35R19 Available $ 368.60 $ 191.67 $ - 399080349 Passenger Goodyear Assurance TriplTred A/S P215/60R16 94V SL ASSUR TRIPLTRED A/S P215/60R16 Discontinued $ 186.53 $ 97.00 $ 399086349 Passenger Goodyear Assurance TriplTred A/S P215/60R16 94T SLASSUR TRIPLTRED A/S P215/60R16 Discontinued $ 176.36 $ 91.71 $ 399159349 Passenger Goodyear Assurance TriplTred A/S 215/65R16 98T SL ASSUR TRIPLTREDA/S VSB 215/65R16 Discontinued $ 182.09 $ 94.69 $ - 399181349 Passenger Goodyear Assurance TriplTred A/S 235/55R17 99H SL ASSUR TRIPLTRED A/S 235/55R17 Discontinued $ 231.20 $ 120.22 $ - 399186349 Passenger Goodyear Assurance TriplTred A/S P215/65R17 98H SL ASSUR TRIPLTRED A/S P215/65R17 Discontinued $ 205.61 $ 106.92 $ 399207349 Passenger Goodyear Assurance TriplTred A/S 235/65R16 103T SL ASSUR TRIPLTREDA/S 235/65R16 Discontinued $ 205.15 $ 106.68 $ 399331349 Passenger Goodyear Assurance TriplTred A/S 205/65R15 94H SL ASSUR TRIPLTREDA/S 205/65R15 Discontinued $ 160.15 $ 83.28 $ 399333349 Passenger Goodyear Assurance TriplTred A/S 195/60R15 88H SL ASSUR TRIPLTREDA/S 195/60R15 Discontinued $ 172.25 $ 89.57 $ 399347349 Passenger Goodyear Assurance TriplTred A/S 225/55R17 97H SL ASSUR TRIPLTREDA/S 225/55R17 Discontinued $ 233.49 $ 121.41 $ 399364349 Passenger Goodyear Assurance TriplTred A/S 225/50R1794VSLASSUR TRIPLTRED A/S 225/50R17 Discontinued $ 221.84 $ 115.36 $ 399365349 Passenger Goodyear Assurance TriplTred A/S 205/50R1793VXLASSUR TRIPLTRED A/S 205/50R17 Discontinued $ 220.25 $ 114.53 $ 399367349 Passenger Goodyear Assurance TriplTred A/S 215/55R18 95H SL ASSUR TRIPLTREDA/S 215/55R18 Discontinued $ 231.20 $ 120.22 $ 399508349 Passenger Goodyear Assurance TriplTred A/S 205/55R1694HXLASSURTRIPLTREDA/S 205/55R16 Discontinued $ 174.99 $ 90.99 $ 399511349 Passenger Goodyear Assurance TriplTred A/S P215/50R1 7 93V XL ASSUR TRIPLTRED A/S P215/50R17 Discontinued $ 212.00 $ 110.24 $ 399535349 Passenger Goodyear Assurance TriplTred A/S 195/65R1591 H SL ASSUR TRIPLTRED A/S 195/65R15 Discontinued $ 164.01 $ 85.29 $ 399543349 Passenger Goodyear Assurance TriplTred A/S P205/60R1 6 91V SL ASSUR TRIPLTRED A/S P205/60R16 Discontinued $ 174.99 $ 90.99 $ - 399544349 Passenger Goodyear Assurance TriplTred A/S 225/60R16 98H SL ASSUR TRIPLTRED A/S 225/60R16 Discontinued $ 176.60 $ 91.83 $ 399546349 Passenger Goodyear Assurance TriplTred A/S 215/60R17 96H SL ASSUR TRIPLTRED A/S 215/60R17 Discontinued $ 201.04 $ 104.54 $ 3_99547349 Passenger Goodyear Assurance TriplTred A/S P225/60R1798H SL ASSUR TRIPLTRED A/S P225/60R17 Discontinued $ 232.80 $ 121.06 $ - 399548349 Passenger Goodyear Assurance TriplTred A/S 215/55R17 94V SL ASSUR TRIPLTRED A/S 215/55R17 Discontinued $ 205.15 $ 106.68 $ - 399590349 Passenger Goodyear Assurance TriplTred A/S 215/55R16 97H XL ASSUR TRIPLTRED A/S 215/55R16 Discontinued $ 190.06 $ 98.83 $ - 399624349 Passenger Goodyear Assurance TriplTred A/S 235/45R17 97V XL ASSUR TRIPLTRED A/S 235/45R17 Discontinued $ 261.19 $ 135.82 $ - 402027477 Passenger Goodyear Integrity P235FOR161045 S2 INTEGRITY B03RPTL P235FOR16 Available $ 150.02 $ 78.01 $ - 402282047 Passenger Goodyear Integrity 215FOR15 98S SL INTEGRITY VSBRPTL 215FOR15 Available $ 96.11 $ 49.98 $ 402289477 Passenger Goodyear Integrity P195/65R1589SSL INTEGRITY B03RPTL P195/65R15 Discontinued $ 150.75 $ 78.39 $ - 402314073 Passenger Goodyear Integrity P225/60R16 97S S1 INTEGRITY B03 TPC SPEC P225/60R16 Available $ 147.43 $ 76.66 $ - 402406477 Passenger Goodyear Integrity P205/65R15 92T S1 INTEGRITY B03RPTL P205/65R15 Available $ 131.73 $ 68.50 $ - 402479047 Passenger Goodyear Integrity 225/65R17 1015 SL INTEGRITY VSBRPTL 225/65R17 Available $ 179.19 $ 93.18 $ - 402602047 Passenger Goodyear Integrity 185/55R15 82T SL INTEGRITY VSB TL 185/55R15 Available $ 129.63 $ 67.41 $ - 406375063 Passenger Goodyear Eagle F1 GS EMT P245/45ZR17 89Y S2 EF1 GS EMTB02RPTL P245/45ZR17 Available $ 464.85 $ 241.72 $ - 406390063 Passenger Goodyear Eagle F1 GS EMT P275/40ZR18 94Y S2 EF1 GS EMTB02RPTL P275/40ZR18 Available $ 528.71 $ 274.93 $ - 406609164 Passenger Goodyear Eagle F1 GS-2 EMT P245/40ZR18(88Y)LL EF1 GS-2 EMT VSBTL P245/40ZR18 Available $ 465.35 $ 241.98 $ - 406610164 Passenger Goodyear Eagle F1 GS-2 EMT P285/35ZR19(90Y)LL EF1 GS-2 EMT VSBTL P285/35ZR19 Available $ 559.94 $ 291.17 $ - 407016374 Passenger Goodyear Assurance All-Season 215/65R16 98T SL ASSURANCE ALL-SEASON 215/65R16 Available $ 119.73 $ 62.26 $ - 407106374 Passenger Goodyear Assurance All-Season 185/65R14 86T SL ASSURANCE ALL-SEASON 185/65R14 Available $ 90.11 $ 46.86 $ - 407165374 Passenger Goodyear Assurance All-Season 225/55R16 95H SL ASSURANCE ALL-SEASON 225/55R16 Available $ 131.31 $ 68.28 $ - 407207374 Passenger Goodyear Assurance All-Season 235/65R16 103T SL ASSURANCE ALL-SEASON 235/65R16 Available $ 135.18 $ 70.29 $ - 407212374 Passenger Goodyear Assurance All-Season 205/60R16 92T SL ASSURANCE ALL-SEASON 205/60R16 Available $ 119.73 $ 62.26 $ - 407213374 Passenger Goodyear Assurance All-Season 215/55R17 94H SL ASSURANCE ALL-SEASON 215/55R17 Available $ 145.48 $ 75.65 $ - 407259374 Passenger Goodyear Assurance All-Season 185/65R15 88T SL ASSURANCE ALL-SEASON 185/65R15 Available $ 96.55 $ 50.21 $ - 407285374 Passenger Goodyear Assurance All-Season 225/65R17 102T SL ASSURANCE ALL-SEASON 225/65R17 Available $ 146.76 $ 76.32 $ - 407323374 Passenger Goodyear Assurance All-Season 235/60R17 102T SL ASSURANCE ALL-SEASON 235/60R17 Available $ 149.34 $ 77.66 $ - 407348374 Passenger Goodyear Assurance All-Season 215/60R17 96T SL ASSURANCE ALL-SEASON 215/60R17 Available $ 135.18 $ 70.29 $ 407372374 Passenger Goodyear Assurance All-Season 225/50R17 94V SL ASSURANCE ALL-SEASON 225/50R17 Available $ 148.05 $ 76.99 $ - 407378374 Passenger Goodyear Assurance All-Season 225FOR16103T SL ASSURANCE ALL-SEASON 225FOR16 Available $ 136.46 $ 70.96 $ - 407476374 Passenger Goodyear Assurance All-Season 185FOR14 88T SL ASSURANCE ALL-SEASON 185FOR14 Available $ 99.13 $ 51.55 $ - 407477374 Passenger Goodyear Assurance All-Season 195/65R15 91T SL ASSURANCE ALL-SEASON 195/65R15 Available $ 101.70 $ 52.88 $ - 407478374 Passenger Goodyear Assurance All-Season 205/65R15 94T SL ASSURANCE ALL-SEASON 205/65R15 Available $ 102.99 $ 53.55 $ - 407525374 Passenger Goodyear Assurance All-Season 215/55R16 93H SL ASSURANCE ALL-SEASON 215/55R16 Available $ 132.60 $ 68.95 $ - 407562374 Passenger Goodyear Assurance All-Season 215/60R16 95T SL ASSURANCE ALL-SEASON 215/60R16 Available $ 119.73 $ 62.26 $ 407582374 Passenger Goodyear Assurance All-Season 205/50R1789V SL ASSURANCE ALL-SEASON 205/50R17 Available $ 146.88 $ 76.38 $ - 407599374 Passenger Goodyear Assurance All-Season 235/55R17 99T SL ASSURANCE ALL-SEASON 235/55R17 Available $ 154.49 $ 80.33 $ - 407715374 Passenger Goodyear Assurance All-Season 225/60R16 98T SL ASSURANCE ALL-SEASON 225/60R16 Available $ 122.30 $ 63.60 $ - 407719374 Passenger Goodyear Assurance All-Season 215/65R17 99T SL ASSURANCE ALL-SEASON 215/65R17 Available $ 141.61 $ 73.64 $ - 407722374 Passenger Goodyear Assurance All-Season 235/65R17 104T SL ASSURANCE ALL-SEASON 235/65R17 Available $ 162.21 $ 84.35 $ - 407723374 Passenger Goodyear Assurance All-Season 225/60R17 99T SL ASSURANCE ALL-SEASON 225/60R17 Available $ 141.61 $ 73.64 $ - 407726374 Passenger Goodyear Assurance All-Season 225/55R17 97T SL ASSURANCE ALL-SEASON 225/55R17 Available $ 154.49 $ 80.33 $ - 407736374 Passenger Goodyear Assurance All-Season 195FOR14 91 T SL ASSURANCE ALL-SEASON 195FOR14 Available $ 95.26 $ 49.54 $ - 407739374 Passenger Goodyear Assurance All-Season 185/60R15 84T SL ASSURANCE ALL-SEASON 185/60R15 Available $ 97.84 $ 50.88 $ - 407740374 Passenger Goodyear Assurance All-Season 195/60R15 88T SL ASSURANCE ALL-SEASON 195/60R15 Available $ 95.26 $ 49.54 $ - 407741374 Passenger Goodyear Assurance All-Season 205/60R15 91T SL ASSURANCE ALL-SEASON 205/60R15 Available $ 105.56 $ 54.89 $ - 407780374 Passenger Goodyear Assurance All-Season 205/65R16 95H SL ASSURANCE ALL-SEASON 205/65R16 Available $ 131.31 $ 68.28 $ - 407781374 Passenger Goodyear Assurance All-Season 205/55R16 91 H SL ASSURANCE ALL-SEASON 205/55R16 Available $ 116.24 $ 60.44 $ - 407782374 Passenger Goodyear Assurance All-Season 215FOR16 100T SL ASSURANCE ALL-SEASON 215FOR16 Available $ 132.60 $ 68.95 $ - 407783374 Passenger Goodyear Assurance All-Season 215FOR15 98T SL ASSURANCE ALL-SEASON 215FOR15 Available $ 109.43 $ 56.90 $ - 407784374 Passenger Goodyear Assurance All-Season 235/60R16 100T SL ASSURANCE ALL-SEASON 235/60R16 Available $ 135.18 $ 70.29 $ - 407785374 Passenger Goodyear Assurance All-Season 205FOR15 96T SL ASSURANCE ALL-SEASON 205FOR15 Available $ 106.85 $ 55.56 $ - 407786374 Passenger Goodyear Assurance All-Season 225/65R16 100T SL ASSURANCE ALL-SEASON 225/65R16 Available $ 132.60 $ 68.95 $ - 407787374 Passenger Goodyear Assurance All-Season 195/55R16 87T SL ASSURANCE ALL-SEASON 195/55R16 Available $ 135.18 $ 70.29 $ - 407788374 Passenger Goodyear Assurance All-Season 205/50R16 87H SL ASSURANCE ALL-SEASON 205/50R16 Available $ 126.16 $ 65.60 $ - 407789374 Passenger Goodyear Assurance All-Season 205f75R15 97T SL ASSURANCE ALL-SEASON 205f75R15 Available $ 119.73 $ 62.26 $ - 407790374 Passenger Goodyear Assurance All-Season 215/50R17 91 H SL ASSURANCE ALL-SEASON 215/50R17 Available $ 148.05 $ 76.99 $ - 407791374 Passenger Goodyear Assurance All-Season 215/65R15 96T SL ASSURANCE ALL-SEASON 215/65R15 Available $ 113.29 $ 58.91 $ - 407792374 Passenger Goodyear Assurance All-Season 215f75R15100T SL ASSURANCE ALL-SEASON 215f75R15 Available $ 122.30 $ 63.60 $ 407795374 Passenger Goodyear Assurance All-Season 225/60R18100H SL ASSURANCE ALL-SEASON 225/60R18 Available $ 158.35 $ 82.34 $ - 407826374 Passenger Goodyear Assurance All-Season 235/55R18 100H SL ASSURANCE ALL-SEASON 235/55R18 Available $ 178.95 $ 93.05 $ - 407866374 Passenger Goodyear Assurance All-Season 235FOR16 106T SL ASSURANCE ALL-SEASON 235FOR16 Available $ 145.48 $ 75.65 $ - 407867374 Passenger Goodyear Assurance All-Season 225/55R18 98H SL ASSURANCE ALL-SEASON 225/55R18 Available $ 160.93 $ 83.68 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pric gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 6 of 52 Page 481 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0_18 407924374 Passenger Goodyear Assurance All-Season 235/55R19101 H SL ASSURANCE ALL-SEASON 235/55R19 Available $ 205.63 $ 106.93 $ - 408027316 Passenger Goodyear Eagle F1 Supercar G:2 P285/35ZR20(92Y)EAG F1 SUPERCAR G:2 L P285/35ZR20 Available $ 448.48 $ 233.21 $ - 408028328 Passenger Goodyear Eagle F1 Supercar G:2 P285/35ZR20(92Y)EAG F1 SUPERCAR G:2 R P285/35ZR20 Available $ 448.45 $ 233.19 $ - 408029330 Passenger Goodyear Eagle F1 Supercar G2 P325/30ZR19(94Y)EAGF1 SUPCR G2 ROF L P325/30ZR19 Available $ 575.75 $ 299.39 $ - 408029331 Passenger Goodyear Eagle F1 Supercar G2 P325/30ZR19(94Y)EAGF1 SUPCR G2 ROF R P325/30ZR19 Available $ 573.23 $ 298.08 $ - 408030316 Passenger Goodyear Eagle F1 Supercar G2 P265/40ZR19(98Y)EAG F1 SUPERCAR G 2 L P265/40ZR19 Available $ 401.79 $ 208.93 $ - 408031328 Passenger Goodyear Eagle F1 Supercar G2 P265/40ZR19(98Y)EAG F1 SUPERCAR G 2 R P265/40ZR19 Available $ 401.90 $ 208.99 $ - 408561330 Passenger Goodyear Eagle F1 Supercar G2 P275/35ZR18(87Y)EAG F1 SUPCR G2 ROF L P275/35ZR18 Available $ 478.48 $ 248.81 $ - 408561331 Passenger Goodyear Eagle F1 Supercar G2 P275/35ZR18(87Y)EAGF1 SUPCR G2 ROF R P275/35ZR18 Available $ 478.53 $ 248.84 $ - 412561506 Passenger Goodyear Eagle F1 Supercar EMT P275/35ZR18(87Y)L2 EAG F1 SPRCR EMTVSBTL P275/35ZR18 Available $ 602.91 $ 313.51 $ - 412562506 Passenger Goodyear Eagle F1 Supercar EMT P325/30ZR19 94Y L2 EAG F1 SPRCR EMTVSBTL P325/30ZR19 Available $ 666.76 $ 346.72 $ - 412609506 Passenger Goodyear Eagle F1 Supercar EMT P245/40ZR18(88Y)LL EF1 SPRCR EMT VSBTL P245/40ZR18 Available $ 478.46 $ 248.80 $ - 412610506 Passenger Goodyear Eagle F1 Supercar EMT P285/35ZR19(90Y)EAGF1 SPRCREMT VSBTL P285/35ZR19 Available $ 573.36 $ 298.15 $ - 413148329 Passenger Goodyear Assurance ComfTred Tour P205/60R15 90H SL ASSUR COMTRD TOURING P205/60R15 Available $ 161.79 $ 84.13 $ - 413188329 Passenger Goodyear Assurance ComfTred Tour 235/65R17 104H SL ASSUR COMTRD TOURING 235/65R17 Available $ 215.61 $ 112.12 $ - 413207329 Passenger Goodyear Assurance ComfTred Tour 235/65R16 103T SL ASSUR COMTRD TOURING 235/65R16 Available $ 205.14 $ 106.67 $ - 413215507 Passenger Goodyear Assurance ComfTred P235/60R18 102T SL ASSUR COMTRD VSBTL P235/60R18 Available $ 298.05 $ 154.99 $ - 413319329 Passenger Goodyear Assurance ComfTred Tour 235/55R17 99H SL ASSUR COMTRD TOURING 235/55R17 Available $ 224.95 $ 116.97 $ - 413322329 Passenger Goodyear Assurance ComfTred Tour 215/60R17 96H SL ASSUR COMTRD TOURING 215/60R17 Available $ 199.86 $ 103.93 $ - 413363329 Passenger Goodyear Assurance Comfortred Touri 225/60R18 100H SL ASSUR COMTRD TOURING 225/60R18 Available $ 201.49 $ 104.77 $ - 413378329 Passenger Goodyear Assurance ComfTred Tour 225/70R16 103T SL ASSUR COMTRD TOURING 225f70R16 Available $ 200.59 $ 104.31 $ - 413379329 Passenger Goodyear Assurance ComfTred Tour 225/55R16 95H SL ASSUR COMTRD TOURING 225/55R16 Available $ 213.05 $ 110.79 $ - 413382329 Passenger Goodyear Assurance ComfTred Tour 215/65R16 98T SL ASSUR COMTRD TOURING 215/65R16 Available $ 180.43 $ 93.82 $ - 413383329 Passenger Goodyear Assurance ComfTred Tour P225/55R18 97H SL ASSUR COMTRD TOURING P225/55R18 Available $ 230.95 $ 120.09 $ - 413385329 Passenger Goodyear Assurance ComfTred Tour P215/65R17 98T SL ASSUR COMTRD TOURING P215/65R17 Available $ 201.11 $ 104.58 $ - 413390329 Passenger Goodyear Assurance ComfTred Tour 215f70R15 98T SL ASSUR COMTRD TOURING 215f70R15 Available $ 172.35 $ 89.62 $ - 413393329 Passenger Goodyear Assurance ComfTred Tour P185/65R15 86T SL ASSUR COMTRD TOURING P185/65R15 Available $ 168.35 $ 87.54 $ - 413403329 Passenger Goodyear Assurance ComfTred Tour 205/65R15 94H SL ASSUR COMTRD TOURING 205/65R15 Available $ 167.80 $ 87.26 $ - 413407329 Passenger Goodyear Assurance ComfTred Tour 225/60R16 98H SL ASSUR COMTRD TOURING 225/60R16 Available $ 182.43 $ 94.86 $ - 413486329 Passenger Goodyear Assurance ComfTred Tour 235/60R16 100H SL ASSUR COMTRD TOURING 235/60R16 Available $ 203.96 $ 106.06 $ - 413487329 Passenger Goodyear Assurance ComfTred Tour P225/60R17 98H SL ASSUR COMTRD TOURING P225/60R17 Available $ 221.66 $ 115.26 $ - 413488329 Passenger Goodyear Assurance ComfTred Tour 235/60R17 102H SL ASSUR COMTRD TOURING 235/60R17 Available $ 223.95 $ 116.45 $ - 413489329 Passenger Goodyear Assurance ComfTred Tour 195/65R15 91H SL ASSUR COMTRD TOURING 195/65R15 Available $ 162.18 $ 84.33 $ - 413490329 Passenger Goodyear Assurance ComfTred Tour 195/60R15 88H SL ASSUR COMTRD TOURING 195/60R15 Available $ 168.09 $ 87.41 $ - 413495329 Passenger Goodyear Assurance ComfTred Tour P235/60R18 102V SL ASSUR COMTRD TOURING P235/60R18 Available $ 257.78 $ 134.05 $ - 413496329 Passenger Goodyear Assurance ComfTred Tour 235/55R18 100V SL ASSUR COMTRD TOURING 235/55R18 Available $ 256.74 $ 133.50 $ - 413497329 Passenger Goodyear Assurance ComfTred Tour 215/55R17 94V SL ASSUR COMTRD TOURING 215/55R17 Available $ 206.38 $ 107.32 $ - 413499329 Passenger Goodyear Assurance ComfTred Tour P215/60R16 94V SL ASSUR COMTRD TOURING P215/60R16 Available $ 179.91 $ 93.55 $ - 413500329 Passenger Goodyear Assurance ComfTred Tour P205/60R16 91V SL ASSUR COMTRD TOURING P205/60R16 Available $ 180.96 $ 94.10 $ - 413502329 Passenger Goodyear Assurance ComfTred Tour 225/55R17 97V SL ASSUR COMTRD TOURING 225/55R17 Available $ 220.31 $ 114.56 $ - 413509329 Passenger Goodyear Assurance ComfTred Tour 225/50R17 94V SL ASSUR COMTRD TOURING 225/50R17 Available $ 204.73 $ 106.46 $ - 413511329 Passenger Goodyear Assurance ComfTred Tour P215/50R17 93V XL ASSUR COMTRD TOURING P215/50R17 Available $ 192.24 $ 99.96 $ - 413513329 Passenger Goodyear Assurance ComfTred Tour P225/50R18 94H SL ASSUR COMTRD TOURING P225/50R18 Available $ 239.95 $ 124.77 $ - 413516329 Passenger Goodyear Assurance ComfTred Tour 245/45R18 96V SL ASSUR COMTRD TOURING 245/45R18 Available $ 328.03 $ 170.58 $ - 413517329 Passenger Goodyear Assurance ComfTred Tour 225/65R17 102H SL ASSUR COMTRD TOURING 225/65R17 Available $ 220.48 $ 114.65 $ - 413518329 Passenger Goodyear Assurance ComfTred Tour 235/45R17 97H XL ASSUR COMTRD TOURING 235/45R17 Discontinued $ 291.43 $ 151.54 $ - 413519329 Passenger Goodyear Assurance ComfTred Tour 205/50R17 93V XL ASSUR COMTRD TOURING 205/50R17 Discontinued $ 278.73 $ 144.94 $ - 413524329 Passenger Goodyear Assurance ComfTred Tour 205/55R16 91H SL ASSUR COMTRD TOURING TL 205/55R16 Available $ 181.19 $ 94.22 $ - 413525329 Passenger Goodyear Assurance ComfTred Tour 215/55R16 93H SL ASSUR COMTRD TOUR TL 215/55R16 Available $ 198.40 $ 103.17 $ - 413567329 Passenger Goodyear Assurance ComfTred Tour 225/45R17 91V SL ASSUR COMTRD TOURING 225/45R17 Available $ 220.13 $ 114.47 $ - 413572329 Passenger Goodyear Assurance ComfTred Tour 235/45R17 94H SL ASSUR COMTRD TOUR TL 235/45R17 Available $ 245.14 $ 127.47 $ - 413582329 Passenger Goodyear Assurance ComfTred Tour 205/50R17 89V SL ASSUR COMTRD TOUR TL 205/50R17 Available $ 215.53 $ 112.08 $ - 413780329 Passenger Goodyear Assurance ComfTred Tour 205/65R16 95H SL ASSUR COMTRD TOURING 205/65R16 Available $ 189.46 $ 98.52 $ - 413810329 Passenger Goodyear Assurance Comfortred Touri 215/55R18 95H SL ASSUR COMTRD TOURING 215/55R18 Available $ 218.39 $ 113.56 $ - 413819329 Passenger Goodyear Assurance Comfortred Touri 245/60R18 99H SL ASSUR COMTRD TOURING 245/60R18 Available $ 250.89 $ 130.46 $ - 413871329 Passenger Goodyear Assurance Comfortred Touri 235/45R18 94V SL ASSUR COMTRD TOURING 235/45R18 Available $ 228.79 $ 118.97 $ - 413885329 Passenger Goodyear Assurance Comfortred Touri 235/65R18 106H SL ASSUR COMTRD TOURING 235/65R18 Available $ 246.99 $ 128.43 $ - 413927329 Passenger Goodyear Assurance Comfortred Touri 245/50R20 102V SL ASSUR COMTRD TOURING 245/50R20 Available $ 263.89 $ 137.22 $ - 413929329 Passenger Goodyear Assurance Comfortred Touri 255/55R20 107H SL ASSUR COMTRD TOURING 255/55R20 Available $ 240.49 $ 125.05 $ - 413957329 Passenger Goodyear Assurance Comfortred Touri 265/60R18 110H SL ASSUR COMTRD TOURING 265/60R18 Available $ 253.49 $ 131.81 $ - 413965329 Passenger Goodyear Assurance Comfortred Tour.235/55R19 101V SL ASSUR COMTRD TOURING 235/55R19 Available $ 261.29 $ 135.87 $ - 474565372 Passenger Goodyear Eagle RSA EMT 255/45R20 101 W S2 EAG RSA EMT VSBRPTL 255/45R20 Available $ 595.45 $ 309.63 $ - 474566372 Passenger Goodyear Eagle RSA EMT 285/40R20 104W S2 EAG RSA EMT VSB RPTL 285/40R20 Available $ 632.53 $ 328.92 $ - 653339325 Passenger Goodyear Ultra Grip 7 ROF 195/55R16 87H ULTRA GRIP 7*ROF M&S SL 195/55R16 Available $ 258.81 $ 134.58 $ - 684067293 Passenger Goodyear Excellence 195/65R15 91H SL EXCELLENCEBLT TL 195/65R15 Available $ 228.46 $ 118.80 $ - 684129293 Passenger Goodyear Excellence 235/60R18 103W SL EXCELLENCE AO BLTTL 235/60R18 Available $ 359.34 $ 186.86 $ - 706004163 Passenger Goodyear Eagle LS2 235/45R17 94H S2 EAGLE LS2 VSBRPTL 235/45R17 Discontinued $ 315.40 $ 164.01 $ - 706010034 Passenger Goodyear Eagle LS P195/65R15 89TS2 EAGLELS B01RPTL P195/65R15 Discontinued $ 147.60 $ 76.75 $ - 706011140 Passenger Goodyear Eagle LS P255/65R16106S S2 EAGLE LS OWLRPTL P255/65R16 Available $ 308.85 $ 160.60 $ - 706014308 Passenger Goodyear Eagle LS2 245/40R18 93H SL EAGLE LS2 BLTRPTL 245/40R18 Available $ 328.85 $ 171.00 $ - 706016165 Passenger Goodyear Eagle LS2 255/45R19 100V SL EAGLE LS2 NOBLTTL 255/45R19 Available $ 482.93 $ 251.12 $ - 706017165 Passenger Goodyear Eagle LS2 285/40R19 103V SL EAGLE LS2 NOBLTTL 285/40R19 Available $ 550.94 $ 286.49 $ - 706018163 Passenger Goodyear Eagle LS2 P235/50R18 97H SL EAGLE LS2 VSBRPTL P235/50R18 Available $ 237.50 $ 123.50 $ - 706023034 Passenger Goodyear Eagle LS P195/60R15 87TS1 EAGLELS B01RPTL P195/60R15 Discontinued $ 131.82 $ 68.55 $ - 706038163 Passenger Goodyear Eagle LS2 235/45R18 94V SL EAGLE LS2 VSBRPTL 235/45R18 Available $ 197.91 $ 102.91 $ - 706042492 Passenger Goodyear Eagle LS P235/65R17 103S S2 EAGLE LS VSBRPTL P235/65R17 Discontinued $ 234.17 $ 121.77 $ - 706052025 Passenger Goodyear Eagle LS P235/60R17103S X2 EAGLE LS XNWRPTL P235/60R17 Available $ 290.10 $ 150.85 $ - 706053034 Passenger Goodyear Eagle LS P225/55R16 94TS1 EAGLELS B01RPTL P225/55R16 Discontinued $ 258.79 $ 134.57 $ - 706060034 Passenger Goodyear Eagle LS P205/65R15 92T S1 EAGLELS B01RPTL P205/65R15 Discontinued $ 231.95 $ 120.61 $ - 706068163 Passenger Goodyear Eagle LS2 255/55R18 105H SL EAGLE LS2 VSBRPTL 255/55R18 Available $ 273.31 $ 142.12 $ - 706069165 Passenger GoodyearEagle LS2 P275/55R20 111S S2 EAGLE LS2 B01RPTL P275/55R20 Available $ 239.59 $ 124.59 $ - 706069493 Passenger Goodyear Eagle LS P275/55R20 111S S2 EAGLE LS G VSBRPTL P275/55R20 Discontinued $ 261.56 $ 136.01 $ - 706070322 Passenger Goodyear I Eagle LS2 ROF 245/50R18 10OV SL EAGLE LS2*ROF BLTTL 245/50R18 Available $ 412.80 $ 214.66 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pric gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 7 of 52 Page 482 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 706076308 Passenger Goodyear Eagle LS2 235/55R18 104H EAGLE LS2 AO XL BLT TL 235/55R18 Discontinued $ 297.06 $ 154.47 $ - 706084087 Passenger Goodyear Eagle LSC P255/65R15 1055 S2 EAGLE LSC B01 RPTL P255/65R15 Discontinued $ 325.09 $ 169.05 $ - 706088322 Passenger Goodyear Eagle LS2 ROF 245/50R18 100W SL EAGLE LS2*ROF BLT TL 245/50R18 Available $ 540.15 $ 280.88 $ - 706094492 Passenger Goodyear Eagle LS P205/60R16 91H S2 EAGLE LS VSBRPTL P205/60R16 Discontinued $ 167.46 $ 87.08 $ - 706096492 Passenger Goodyear Eagle LS P195/60R15 87H S1 EAGLE LS VSBRPTL P195/60R15 Discontinued $ 170.37 $ 88.59 $ - 706114140 Passenger Goodyear Eagle LS P225FOR16101S S2 EAGLE LS OWLRPTL P225FOR16 Discontinued $ 164.92 $ 85.76 $ - 706119314 Passenger Goodyear Eagle LS 225/60R16 98H S1 EAGLE LS M B01 RPTL 225/60R16 Discontinued $ 192.57 $ 100.14 $ - 706123034 Passenger Goodyear Eagle LS 215/55R16 93H S2 EAGLE LS B01 RPTL 215/55R16 Discontinued $ 208.76 $ 108.56 $ - 706171163 Passenger Goodyear Eagle LS2 225/50R18 95H SL EAGLE LS2 RPTL 225/50R18 Available $ 177.09 $ 92.09 $ - 706171532 Passenger Goodyear Eagle LS2 225/50R18 95H SL EAGLE LS2 HONDA SP 225/50R18 Discontinued $ 218.63 $ 113.69 $ - 706180034 Passenger Goodyear Eagle LS P205/55R16 89TS1 EAGLELS B01RPTL P205/55R16 Discontinued $ 134.33 $ 69.85 $ - 706200121 Passenger Goodyear Eagle LS 195/65R15 91H S1 EAGLE LSV B01 RPTL 195/65R15 Discontinued $ 170.73 $ 88.78 $ - 706203163 Passenger Goodyear Eagle LS2 P215/45R17 87H SL EAGLE LS2 VSB RPTL P215/45R17 Available $ 238.09 $ 123.81 $ - 706205492 Passenger Goodyear Eagle LS P205/60R16 91TSL EAGLELS VSBRPTL P205/60R16 Discontinued $ 146.36 $ 76.11 $ - 706206034 Passenger Goodyear Eagle LS P235/60ZR 16 S2 EAGLE LS B01 RPTL P235/60ZR16 Discontinued $ 205.35 $ 106.78 $ - 706207134 Passenger Goodyear Eagle LS P205/55R16 89H S2 EAGLE LS CB01 RPTL P205/55R16 Discontinued $ 170.09 $ 88.45 $ - 706215308 Passenger Goodyear Eagle LS2 265/50R19 110V EAGLE LS2 NO XL BLT TL 265/50R19 Available $ 469.81 $ 244.30 $ - 706249153 Passenger Goodyear Eagle LS2 225/55R16 95H S1 EAGLE LS2 B01RPTL 225/55R16 Discontinued $ 238.70 $ 124.12 $ - 706250492 Passenger Goodyear Eagle LS P245FOR16 1065 S2 EAGLE LS VSBRPTL P245FOR16 Discontinued $ 204.71 $ 106.45 $ - 706260322 Passenger Goodyear Eagle LS2 245/45R18 100V XL EAGLE LS2*ROF BLT TL 245/45R18 Discontinued $ 437.50 $ 227.50 $ - 706274308 Passenger Goodyear Eagle LS2 275/45R20 110V XL EAGLE LS2 BLTRPTL 275/45R20 Discontinued $ 389.56 $ 202.57 $ - 706275034 Passenger Goodyear Eagle LS P235/50R17 95V SL EAGLE LS B01RPTL P235/50R17 Discontinued $ 357.26 $ 185.78 $ - 706280322 Passenger Goodyear Eagle LS2 ROF 245/45R19 102V XL EAGLE LS2*ROF BLT TL 245/45R19 Available $ 451.50 $ 234.78 $ - 706283322 Passenger Goodyear Eagle LS2 ROF 245/40R19 98V XL EAGLE LS2*ROF BLT TL 245/40R19 Discontinued $ 597.75 $ 310.83 $ - 706343308 Passenger Goodyear Eagle LS2 215/65R16 98H SL EAGLE LS2 BLTRPTL 215/65R16 Discontinued $ 202.81 $ 105.46 $ - 706346034 Passenger Goodyear Eagle LS P225/60R16 97SS2 EAGLE LS B01RPTL P225/60R16 Discontinued $ 150.43 $ 78.22 $ - 706356324 Passenger Goodyear Eagle LS2 235/55R19 101H SL EAGLE LS2 AO BLTRPTL 235/55R19 Available $ 318.63 $ 165.69 $ - 706374163 Passenger Goodyear Eagle LS2 P225/60R17 98H SL EAGLE LS2 VSBRPTL P225/60R17 Discontinued $ 306.27 $ 159.26 $ - 706399492 Passenger Goodyear Eagle LS P215/50R17 90H S2 EAGLE LS VSBRPTL P215/50R17 Discontinued $ 296.03 $ 153.94 $ - 706406034 Passenger Goodyear Eagle LS 215/65R16 98S S1 EAGLE LS B01 RPTL 215/65R16 Discontinued $ 170.17 $ 88.49 $ - 706413034 Passenger Goodyear Eagle LS P185/60R15 84T S2 EAGLELS B01RPTL P185/60R15 Available $ 154.16 $ 80.16 $ - 706418034 Passenger Goodyear Eagle LS P235/60R16 99H S2 EAGLE LS B01RPTL P235/60R16 Discontinued $ 231.15 $ 120.20 $ - 706421034 Passenger Goodyear Eagle LS P235/55R17 98H S1 EAGLE LS B01 RPTL P235/55R17 Available $ 311.25 $ 161.85 $ - 706442034 Passenger Goodyear Eagle LS P225/55R17 95T S2 EAGLE LS B01 RPTL P225/55R17 Discontinued $ 188.83 $ 98.19 $ - 706447034 Passenger Goodyear Eagle LS 225/55R17 97H S2 EAGLE LS B01 RPTL 225/55R17 Discontinued $ 234.88 $ 122.14 $ - 706447163 Passenger Goodyear Eagle LS2 225/55R17 97H SL EAGLE LS2 RPTL 225/55R17 Available $ 166.66 $ 86.66 $ - 706449034 Passenger Goodyear Eagle LS P225/50R16 91SS2 EAGLE LS B01 RPTL P225/50R16 Discontinued $ 239.17 $ 124.37 $ - 706460492 Passenger Goodyear Eagle LS P185/60R15 84T S1 EAGLE LS VSBRPTL P185/60R15 Available $ 138.30 $ 71.92 $ - 706482163 Passenger Goodyear Eagle LS2 P225/65R16 99H SL EAGLE LS2 VSBRPTL P225/65R16 Available $ 183.00 $ 95.16 $ - 706486153 Passenger Goodyear Eagle LS2 P225/55R17 95T S1 EAGLE LS2 B01 RPTL P225/55R17 Discontinued $ 208.31 $ 108.32 $ - 706517492 Passenger Goodyear Eagle LS P225/60R 16 97T S2 EAGLE LS VSBRPTL P225/60R16 Discontinued $ 139.83 $ 72.71 $ - 706532163 Passenger Goodyear Eagle LS2 P255/55R18 104H S2 EAGLE LS2 VSBRPTL P255/55R18 Discontinued $ 254.38 $ 132.28 $ - 706536492 Passenger Goodyear Eagle LS P205/60R16 91T SL EAGLE LS VSBRPTL P205/60R16 Available $ 133.01 $ 69.17 $ - 706543153 Passenger Goodyear Eagle LS2 P225/50R18 94T S2 EAGLE LS2 B01 RPTL P225/50R18 Discontinued $ 176.56 $ 91.81 $ - 706567163 Passenger Goodyear Eagle LS2 225/50R17 94H SL EAGLE LS2 BLTRPTL 225/50R17 Available $ 317.94 $ 165.33 $ - 706567308 Passenger Goodyear Eagle LS2 ROF 225/50R17 94H SL EAGLE LS2 ROF TL 225/50R17 Available $ 337.50 $ 175.50 $ - 706569153 Passenger Goodyear Eagle LS2 P225/55R18 97H S2 EAGLE LS2 B01 RPTL P225/55R18 Available $ 324.15 $ 168.56 $ - 706569163 Passenger Goodyear Eagle LS2 P225/55R18 97H S2 EAGLE LS2 VSBRPTL P225/55R18 Available $ 177.50 $ 92.30 $ - 706578163 Passenger Goodyear Eagle LS2 245/45R17 95H SL EAGLE LS2 BLTRPTL 245/45R17 Available $ 302.34 $ 157.22 $ - 706578322 Passenger Goodyear Eagle LS2 ROF 245/45R17 95H SL EAGLE LS2 ROF MOE 245/45R17 Available $ 366.20 $ 190.42 $ - 706581163 Passenger Goodyear Eagle LS2 215/55R16 97H XL EAGLE LS2 VSBRPTL 215/55R16 Discontinued $ 236.31 $ 122.88 $ - 706593163 Passenger Goodyear Eagle LS2 235/60R18 107H X2 EAGLE LS2 VSBRPTL 235/60R18 Discontinued $ 370.44 $ 192.63 $ - 706598163 Passenger Goodyear Eagle LS2 265/50R19 110H X2 EAGLE LS2 VSBRPTL 265/50R19 Discontinued $ 435.31 $ 226.36 $ - 706598308 Passenger Goodyear Eagle LS2 265/50R19 110H XL EAGLE LS2 BLTRPTL 265/50R19 Available $ 455.59 $ 236.91 $ - 706604163 Passenger Goodyear Eagle LS2 235/45R17 97H X2 EAGLE LS2 VSBRPTL 235/45R17 Discontinued $ 275.44 $ 143.23 $ - 706611163 Passenger Goodyear Eagle LS2 P205FOR 16 96T S2 EAGLE LS2 VSBRPTL P205FOR16 Available $ 187.50 $ 97.50 $ - 706615153 Passenger Goodyear Eagle LS2 P205/50R16 86H S2 EAGLE LS2 B01 RPTL P205/50R16 Discontinued $ 222.50 $ 115.70 $ - 706648163 Passenger Goodyear Eagle LS2 P195/65R15 89S SL EAGLE LS2 VSBRPTL P195/65R15 Available $ 118.75 $ 61.75 $ - 706655034 Passenger Goodyear Eagle LS P215FOR15 97T S2 EAGLE LS B01 RPTL P215FOR15 Discontinued $ 183.91 $ 95.63 $ - 706687163 Passenger Goodyear Eagle LS2 P215/50R17 90V SL EAGLE LS2 VSBRPTL P215/50R17 Available $ 232.53 $ 120.92 $ - 706708163 Passenger Goodyear Eagle LS2 P205/60R16 91 H SL EAGLE LS2 VSBRPTL P205/60R16 Discontinued $ 158.09 $ 82.21 $ - 706719034 Passenger Goodyear Eagle LS P195/65R15 89T S1 EAGLE LS B01 RPTL P195/65R15 Discontinued $ 171.67 $ 89.27 $ - 706720308 Passenger Goodyear Eagle LS2 P205/55R16 89T SL EAGLE LS2 BLTRPTL P205/55R16 Discontinued $ 184.78 $ 96.09 $ - 706773453 Passenger Goodyear Eagle LS 205/60R15 91H S2 EAGLE LSA B01RPTL 205/60R15 Discontinued $ 159.16 $ 82.76 $ - 706794163 Passenger Goodyear Eagle LS2 ROF 275/50R20 109H SL EAGLE LS2 ROF MOE 275/50R20 Available $ 427.54 $ 222.32 $ - 706795168 Passenger Goodyear Eagle LS2 ROF 205/50R17 89H SL EAGLE LS2 ROF B BSWTL 205/50R17 Available $ 457.58 $ 237.94 $ - 706901492 Passenger Goodyear Eagle LS P235/65R18 104T SL EAGLE LS VSBRPTL P235/65R18 Available $ 307.28 $ 159.79 $ - 706923322 Passenger Goodyear Eagle LS2 ROF 225/55R17 97V SL EAGLE LS2*ROF BLT TL 225/55R17 Available $ 328.95 $ 171.05 $ - 706928165 Passenger Goodyear Eagle LS2 275/45R19 108V X2 EAGLE LS2 B01 RPTL 275/45R19 Available $ 484.50 $ 251.94 $ - 706939165 Passenger Goodyear Eagle LS2 255/55R18 109V X2 EAGLE LS2 B01 RPTL 255/55R18 Discontinued $ 473.83 $ 246.39 $ - 706939308 Passenger Goodyear Eagle LS2 255/55R18 109V XL EAGLE LS2 BLTRPTL 255/55R18 Available $ 400.61 $ 208.32 $ - 706940165 Passenger Goodyear Eagle LS2 275/45R20 110H X2 EAGLE LS2 B01 RPTL 275/45R20 Available $ 471.69 $ 245.28 $ - 706940308 Passenger Goodyear Eagle LS2 275/45R20 110H XL EAGLE LS2 BLTRPTL 275/45R20 Available $ 401.81 $ 208.94 $ - 706969140 Passenger Goodyear.Eagle LS P235FOR15102S S2 EAGLE LS OWLRPTL P235FOR15 Discontinued $ 158.66 $ 82.50 $ - 706997165 Passenger Goodyear Eagle LS2 255/60R17 106H S2 EAGLE LS2 B01 RPTL 255/60R17 Discontinued $ 340.10 $ 176.85 $ - 706999165 Passenger Goodyear Eagle LS2 255/55R18 109H X2 EAGLE LS2 B01 RPTL 255/55R18 Discontinued $ 430.71 $ 223.97 $ - 706999308 Passenger Goodyear Eagle LS2 255/55R18 109H XL EAGLE LS2 BLTRPTL 255/55R18 Available $ 406.46 $ 211.36 $ - 706999324 Passenger Goodyear Eagle LS2 255/55R18 109H XL EAGLE LS2 AO BLTRPTL 255/55R18 Discontinued $ 448.87 $ 233.41 $ - 709001281 Passenger Goodyear Eagle F1 GS D3 235/50R18 97V SL EAG F1 GS D3 BLTTL 235/50R18 Available $ 424.68 $ 220.83 $ - 709254154 Passenger Goodyear Eagle F1 GS D3 275/40ZR17 98Y SL EAG F1 GS D3 VSBTL 275/40ZR17 Available $ 459.41 $ 238.89 $ - 709256154 Passenger Goodyear Eagle F1 GS D3 255/45ZR17 98Y SL EAG F1 GS D3 VSBTL 255/45ZR17 Discontinued $ 440.39 $ 229.00 $ - 709257154 Passenger Goodyear Eagle F1 GS D3 285/40ZR17 100Y SL EAG F1 GS D3 VSBTL 285/40ZR17 Discontinued $ 481.97 $ 250.62 $ - 709260154 Passenger Goodyear Eagle F1 GS D3 315/35ZR17 102Y SL EAG F1 GS D3 VSBTL 315/35ZR17 Available $ 543.69 $ 282.72 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 8 of 52 Page 483 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 732003500 Passenger Goodyear Eaglel RSA P235f7OR16 104T S2 EAG RSA VSBRPTL P235f7OR16 Discontinued $ 298.71 $ 155.33 $ - 732004500 Passenger Goodyear Eaglel RSA 235/45R17 94H S2 EAG RS-A VSBRPTL 235/45R17 Discontinued $ 288.55 $ 150.05 $ - 732007500 Passenger Goodyear Eaglel RSA 255/45R20 101V SL EAG RSA VSBRPTL 255/45R20 Discontinued $ 282.19 $ 146.74 $ - 732007741 Passenger Goodyear Eaglel RSA 255/45R20 101V SL EAG RSA BSL RPTL 255/45R20 Available $ 311.96 $ 162.22 $ - 732012500 Passenger Goodyear Eaglel RSA 205/50R17 93H X2 EAG RS-A V RPTL 205/50R17 Discontinued $ 198.52 $ 103.23 $ - 732016500 Passenger Goodyear Eaglel RSA 255/45R19 100V SL EAG RSA VSBRPTL 255/45R19 Available $ 350.06 $ 182.03 $ - 732023500 Passenger Goodyear Eaglel RSA P195/60R15 87T S1 EAG RSA VSBRPTL P195/60R15 Discontinued $ 155.72 $ 80.97 $ - 732024009 Passenger Goodyear Eaglel RSA 235/55R17 99H EAG RSA BLT TL 235/55R17 Discontinued $ 320.17 $ 166.49 $ - 732047500 Passenger Goodyear Eaglel RSA P195/50R16 83V S2 EAG RS-A VSBRPTL P195/50R16 Discontinued $ 151.27 $ 78.66 $ - 732051500 Passenger Goodyear Eaglel RSA 205/55R16 91H SL EAG RS-A VSB RPTL 205/55R16 Available $ 148.28 $ 77.11 $ - 732083500 Passenger Goodyear Eaglel RSA 205/65R15 94H S2 EAG RS-A VSBRPTL 205/65R15 Discontinued $ 213.92 $ 111.24 $ - 732089500 Passenger Goodyear Eaglel RSA P235/55R18 102V XL EAG RS-A VSBRPTL P235/55R18 Discontinued $ 270.44 $ 140.63 $ - 732103500 Passenger Goodyear Eaglel RSA P245/40R19 94W SL EAG RSA VSBRPTL P245/40R19 Discontinued $ 379.88 $ 197.54 $ - 732115213 Passenger Goodyear Eaglel RSA P225/50R17 93V S2 EAG RS-A VSBRPTL P225/50R17 Discontinued $ 355.26 $ 184.74 $ - 732127500 Passenger Goodyear Eaglel RSA P225/55R16 94H S1 EAG RSA V RPTL P225/55R16 Available $ 225.68 $ 117.35 $ - 732134500 Passenger Goodyear Eaglel RSA 205/50R16 87V S2 EAG RSA VSBRPTL 205/50R16 Discontinued $ 224.40 $ 116.69 $ - 732141500 Passenger Goodyear Eaglel RSA 225/45R17 91 H S2 EAG RS-A VSBRPTL 225/45R17 Discontinued $ 238.22 $ 123.87 $ - 732170500 Passenger Goodyear Eaglel RSA P205/55R16 89H S2 EAG RSA VSBRPTL P205/55R16 Available $ 141.66 $ 73.66 $ - 732175500 Passenger Goodyear Eaglel RSA 205/50R17 93V X1 EAG RSA VSBRPTL 205/50R17 Discontinued $ 391.56 $ 203.61 $ - 732177500 Passenger Goodyear Eaglel RSA P205/55R16 89H S1 EAG RSA VSBRPTL P205/55R16 Discontinued $ 205.82 $ 107.03 $ - 732187500 Passenger Goodyear Eaglel RSA P215/60R15 93H S2 EAG RSA VSBRPTL P215/60R15 Discontinued $ 202.33 $ 105.21 $ - 732188500 Passenger Goodyear Eaglel RSA P205/60R15 90H S2 EAG RSA VSBRPTL P205/60R15 Discontinued $ 181.43 $ 94.34 $ - 732190500 Passenger Goodyear Eaglel RSA P195/60R15 87H S2 EAG RSA VSBRPTL P195/60R15 Discontinued $ 170.01 $ 88.41 $ - 732207500 Passenger Goodyear Eaglel RSA P205/55R16 89H S2 EAG RSA VSBRPTL P205/55R16 Discontinued $ 179.47 $ 93.32 $ - 732222500 Passenger Goodyear Eaglel RSA 235/55R18 100V SL EAG RSA VSB 235/55R18 Available $ 272.18 $ 141.53 $ - 732233500 Passenger Goodyear Eaglel RSA P225/55R16 94V S2 EAG RS-A VSBRPTL P225/55R16 Discontinued $ 273.79 $ 142.37 $ - 732234247 Passenger Goodyear Eaglel RSA P215/55R17 93V S2 EAG RS-A M VSBRPTL P215/55R17 Discontinued $ 230.81 $ 120.02 $ - 732234500 Passenger Goodyear Eaglel RSA P215/55R17 93V S2 EAG RS-A VSBRPTL P215/55R17 Discontinued $ 359.88 $ 187.14 $ - 732242500 Passenger Goodyear Eaglel RSA P255/45R19 100H S2 EAG RSA VSBRPTL P255/45R19 Discontinued $ 430.95 $ 224.09 $ - 732262500 Passenger Goodyear Eaglel RSA P215/55R17 93V SL EAG RS-A VSBRPTL P215/55R17 Available $ 183.13 $ 95.23 $ - 732263172 Passenger Goodyear Eaglel RSA P225/50R17 93W S2 EAG RS-AG VSBRPTL P225/50R17 Discontinued $ 377.19 $ 196.14 $ - 732277500 Passenger Goodyear Eaglel RSA P235/50R17 95V S2 EAG RS-A VSBRPTL P235/50R17 Available $ 260.44 $ 135.43 $ - 732278500 Passenger Goodyear Eaglel RSA P265/50R20 106V S2 EAG RS-A VSBRPTL P265/50R20 Available $ 481.83 $ 250.55 $ - 732279438 Passenger Goodyear Eaglel RSA P245/45R18 96V S2 EAG RS-A N VSBRPTL P245/45R18 Available $ 233.34 $ 121.34 $ - 732279500 Passenger Goodyear Eaglel RSA P245/45R18 96V S2 EAG RS-A VSBRPTL P245/45R18 Discontinued $ 355.49 $ 184.85 $ - 732293500 Passenger Goodyear Eaglel RSA P245/40R19 94V SL EAG RS-A VSBRPTL P245/40R19 Discontinued $ 368.88 $ 191.82 $ - 732323213 Passenger Goodyear Eaglel RSA P205/55R16 89V S2 EAG RS-A DVSBRPTL P205/55R16 Discontinued $ 193.04 $ 100.38 $ - 732370500 Passenger Goodyear Eaglel RSA P225/55ZR16S2 EAG RS-A VSBRPTL P225/55ZR16 Discontinued $ 298.49 $ 155.21 $ - 732371500 Passenger Goodyear Eaglel RSA P255/60R17105H S2 EAG RSA VSBRPTL P255/60R17 Available $ 378.78 $ 196.97 $ - 732372500 Passenger Goodyear Eaglel RSA P275/60R17110H S2 EAG RSA VSBRPTL P275/60R17 Available $ 177.50 $ 92.30 $ - 732373500 Passenger Goodyear Eaglel RSA P235/55R18 99V S2 EAG RS-A VSBRPTL P235/55R18 Discontinued $ 272.73 $ 141.82 $ - 732375500 Passenger Goodyear Eaglel RSA P245/40R19 94W SL EAG RSA VSBTL P245/40R19 Available $ 392.51 $ 204.11 $ - 732393500 Passenger Goodyear Eaglel RSA 205/55R16 91H S1 EAG RS-A VSBRPTL 205/55R16 Discontinued $ 205.82 $ 107.03 $ - 732399313 Passenger Goodyear Eaglel RSA P215/50R17 90H S2 EAG RSA MVSBRPTL P215/50R17 Discontinued $ 238.22 $ 123.87 $ - 732401500 Passenger Goodyear Eaglel RSA 195/60R15 88H SL EAG RS-A VSBRPTL 195/60R15 Available $ 112.50 $ 58.50 $ - 732410500 Passenger Goodyear Eaglel RSA P295/40R20 106H S2 EAG RSA VSBRPTL P295/40R20 Available $ 483.71 $ 251.53 $ - 732413500 Passenger Goodyear Eaglel RSA P185/60R15 84T S2 EAG RSA VSBRPTL P185/60R15 Discontinued $ 165.80 $ 86.22 $ - 732421500 Passenger Goodyear Eaglel RSA P235/55R17 98H S1 EAG RSA VSBRPTL P235/55R17 Discontinued $ 238.22 $ 123.87 $ - 732435438 Passenger Goodyear Eaglel RSA P195/55R15 84V S2 EAG RS-A NVSBRPTL P195/55R15 Discontinued $ 205.67 $ 106.95 $ - 732451500 Passenger Goodyear Eaglel RSA P255/55R17102H S2 EAG RSA V RPTL P255/55R17 Discontinued $ 317.63 $ 165.17 $ - 732483500 Passenger Goodyear Eaglel RSA P235/50R18 97W S2 EAG RSA VSBRPTL P235/50R18 Available $ 293.76 $ 152.76 $ - 732488500 Passenger Goodyear Eaglel RSA 225/50R17 94V S2 EAG RSA VSBRPTL 225/50R17 Discontinued $ 355.26 $ 184.74 $ - 732491500 Passenger Goodyear Eaglel RSA P205/50R17 88V S2 EAG RS-A VSBRPTL P205/50R17 Discontinued $ 293.81 $ 152.78 $ - 732503500 Passenger Goodyear Eaglel RSA P205/50R16 86V S2 EAG RS-A VSBRPTL P205/50R16 Discontinued $ 272.28 $ 141.59 $ - 732514500 Passenger Goodyear Eaglel RSA 225/50R17 94W S2 EAG RS-A VSBRPTL 225/50R17 Discontinued $ 318.50 $ 165.62 $ - 732515500 Passenger Goodyear Eaglel RSA P225/50R17 93V S2 EAG RS-A VSBRPTL P225/50R17 Available $ 252.68 $ 131.39 $ - 732516500 Passenger Goodyear Eaglel RSA P235/45R18 94V S2 EAG RS-A VSBRPTL P235/45R18 Available $ 187.80 $ 97.66 $ - 732522500 Passenger Goodyear Eaglel RSA P205/50R16 86H S1 EAG RSA VSBRPTL P205/50R16 Discontinued $ 245.84 $ 127.84 $ - 732548500 Passenger Goodyear Eaglel RSA 245/45ZR20 99Y S2 EAG RSA VSBRPTL 245/45ZR20 Available $ 406.18 $ 211.21 $ - 732550500 Passenger Goodyear Eaglel RSA P255/50R20 104V S2 EAG RS-A VSBRPTL P255/50R20 Available $ 312.50 $ 162.50 $ - 732552500 Passenger Goodyear Eaglel RSA P215/55R1 6 91 H S2 EAG RSA VSBRPTL P215/55R16 Discontinued $ 201.93 $ 105.00 $ - 732587500 Passenger Goodyear Eaglel RS-A P255/60R19108H S2 EAG RSA VSBRPTL P255/60R19 Available $ 291.66 $ 151.66 $ - 732601500 Passenger Goodyear Eaglel RS-A P235/60R18 102H S2 EAG RSA VSBRPTL P235/60R18 Available $ 337.95 $ 175.73 $ - 732603500 Passenger Goodyear Eaglel RS-A 245/45R20 99V S2 EAG RSA VSBRPTL 245/45R20 Available $ 260.41 $ 135.41 $ - 732612500 Passenger Goodyear Eaglel RS-A P245/50R20 102V S2 EAG RS-A VSBRPTL P245/50R20 Available $ 383.81 $ 199.58 $ - 732614500 Passenger Goodyear Eaglel RS-A P245/45R18 96V S2 EAG RS-A VSBRPTL P245/45R18 Discontinued $ 379.25 $ 197.21 $ - 732646500 Passenger Goodyear Eaglel RS-A P225/45R18 91V S2 EAG RS-A VSBRPTL P225/45R18 Available $ 208.34 $ 108.34 $ - 732647500 Passenger Goodyear Eaglel RS-A P245/40R19 94V SL EAG RS-A VSBRPTL P245/40R19 Available $ 284.15 $ 147.76 $ - 732674500 Passenger Goodyear Eaglel RS-A P205/55R16 89H S2 EAG RSA VSBRPTL P205/55R16 Available $ 137.19 $ 71.34 $ - 732679500 Passenger Goodyear Eaglel RS-A P255/45R19 100V S2 EAG RS-A VSBRPTL P255/45R19 Discontinued $ 396.06 $ 205.95 $ - 732682500 Passenger Goodyear Eaglel RS-A P215/45R17 87W SL EAG RSA VSBRPTL P215/45R17 Available $ 156.25 $ 81.25 $ - 732687500 Passenger Goodyear Eaglel RS-A P215/50R 17 90V S2 EAG RS-A VSBRPTL P215/50R17 Discontinued $ 238.22 $ 123.87 $ - 732697500 Passenger Goodyear Eaglel RS-A P235/60R18 102V S2 EAG RS-A VSBRPTL P235/60R18 Discontinued $ 316.31 $ 164.48 $ - 732770500 Passenger Goodyear Eaglel RS-A P235/55R19101H SL EAG RSA VSB TL P235/55R19 Available $ 386.25 $ 200.85 $ - 732804500 Passenger Goodyear Eaglel RS-A P235f7OR16 104H S2 EAG RSA VSBRPTL P235f7OR16 Discontinued $ 323.69 $ 168.32 $ - 732856500 Passenger Goodyear Eaglel RS-A P225/50R16 91V S2 EAG RS-A VSBRPTL P225/50R16 Discontinued $ 345.65 $ 179.74 $ - 732899500 Passenger Goodyear Eaglel RS-A P245/50R20 102H SL EAG RSA VSBRPTL P245/50R20 Available $ 215.08 $ 111.84 $ - 732906120 Passenger Goodyear Eaglel RS-A 205/55R16 91H S2 EAG RS-A BVSBRPTL 205/55R16 Discontinued $ 205.82 $ 107.03 $ - 732941500 Passenger Goodyear Eaglel RS-A P225/55R17 95V S2 EAG RS-A VSBRPTL P225/55R17 Available $ 233.64 $ 121.49 $ - 732942500 Passenger Goodyear Eaglel RS-A 225/45R19 92W SL EAG RS-A VSBRPTL 225/45R19 Discontinued $ 397.63 $ 206.77 $ - 732957500 Passenger Goodyear Eaglel RS-A P235/65R17 103H S2 EAG RSA VSBRPTL P235/65R17 Discontinued $ 300.63 $ 156.33 $ - 732957757 Passenger Goodyear Eaglel RS-A P235/65R17 103H S2 EAG RS-AC VSBRPTL P235/65R17 Available $ 253.75 $ 131.95 $ - 738001571 Passenger Goodyear Assurance Fuel Max P185/65R15 86T ASSURANCE FUEL MAX TL P185/65R15 Discontinued $ 145.96 $ 75.90 $ - Low Rolling Resistance Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ forthe latest pricing information. 9 of 52 Page 484 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Govt Base Pnce Low Rolling Resistance alculated FET if Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: C7/1/2018 Net Price applicable /Smartway 738013571 Passenger Goodyear Assurance Fuel Max P225/60R16 97T ASSURANCE FUEL MAX TL P225/60R16 Discontinued $ 185.02 $ 96.21 $ - Low Rolling Resistance 738016571 Passenger Goodyear Assurance Fuel Max 215/65R16 98T ASSURANCE FUEL MAX TL 215/65R16 Available $ 156.04 $ 81.14 $ - Low Rolling Resistance 738026571 Passenger Goodyear Assurance Fuel Max P215/55R16 91 H ASSURANCE FUEL MAX TL P215/55R16 Available $ 163.11 $ 84.82 $ - Low Rolling Resistance 738052571 Passenger Goodyear Assurance Fuel Max P225/55R17 95H ASSURANCE FUEL MAX TL P225/55R17 Discontinued $ 234.88 $ 122.14 $ - Low Rolling Resistance 738053571 Passenger Goodyear Assurance Fuel Max P205/55R16 89H ASSURANCE FUEL MAX TL P205/55R16 Available $ 159.13 $ 82.75 $ - Low Rolling Resistance 738057571 Passenger Goodyear Assurance Fuel Max P205/60R16 91 H ASSURANCE FUEL MAX TL P205/60R16 Available $ 150.91 $ 78.47 $ - Low Rolling Resistance 738066571 Passenger Goodyear Assurance Fuel Max P205/65R16 94T ASSURANCE FUEL MAX TL P205/65R16 Available $ 156.59 $ 81.43 $ - Low Rolling Resistance 738093571 Passenger Goodyear Assurance Fuel Max P195/60R15 87H ASSURANCE FUEL MAX TL P195/60R15 Available $ 132.40 $ 68.85 $ - Low Rolling Resistance 738148571 Passenger Goodyear Assurance Fuel Max P205/60R15 90H ASSURANCE FUEL MAX TL P205/60R15 Available $ 142.00 $ 73.84 $ - Low Rolling Resistance 738168571 Passenger Goodyear Assurance Fuel Max P225/60R17 98T ASSURANCE FUEL MAX TL P225/60R17 Available $ 194.40 $ 101.09 $ - Low Rolling Resistance 738198571 Passenger Goodyear Assurance Fuel Max P215/60R17 95T ASSURANCE FUEL MAX TL P215/60R17 Available $ 181.44 $ 94.35 $ - Low Rolling Resistance 738199571 Passenger Goodyear Assurance Fuel Max P215/55R17 93H ASSURANCE FUEL MAX TL P215/55R17 Discontinued $ 224.73 $ 116.86 $ - Low Rolling Resistance 738201571 Passenger Goodyear Assurance Fuel Max P225/55R17 95H SL ASSURANCE FUEL MAX MIS P225/55R17 Available $ 186.68 $ 97.07 $ - Low Rolling Resistance 738205571 Passenger Goodyear Assurance Fuel Max P235/55R17 98H ASSURANCE FUEL MAX TL P235/55R17 Available $ 195.10 $ 101.45 $ - Low Rolling Resistance 738228571 Passenger Goodyear Assurance Fuel Max P205/65R15 92T ASSURANCE FUEL MAX TL P205/65R15 Discontinued $ 155.08 $ 80.64 $ - Low Rolling Resistance 738230571 Passenger Goodyear Assurance Fuel Max P215/55R17 93H ASSURANCE FUEL MAX TL P215/55R17 Discontinued $ 231.50 $ 120.38 $ - Low Rolling Resistance 738236571 Passenger Goodyear Assurance Fuel Max P205f70R15 95T ASSURANCE FUEL MAX TL P205f70R15 Available $ 149.30 $ 77.64 $ - Low Rolling Resistance 738273571 Passenger Goodyear Assurance Fuel Max P185/60R15 84T ASSURANCE FUEL MAX TL P185/60R15 Available $ 147.76 $ 76.84 $ - Low Rolling Resistance 738274571 Passenger Goodyear Assurance Fuel Max P195/65R15 89H ASSURANCE FUEL MAX TL P195/65R15 Available $ 138.88 $ 72.22 $ - Low Rolling Resistance 738275571 Passenger Goodyear Assurance Fuel Max P215/60R15 93H ASSURANCE FUEL MAX TL P215/60R15 Discontinued $ 164.53 $ 85.56 $ - Low Rolling Resistance 738276571 Passenger Goodyear Assurance Fuel Max P215/60R16 94H ASSURANCE FUEL MAX TL P215/60R16 Discontinued $ 175.25 $ 91.13 $ - Low Rolling Resistance 738280571 Passenger Goodyear Assurance Fuel Max 215f70R15 98T ASSURANCE FUEL MAX TL 215f70R15 Available $ 143.70 $ 74.72 $ - Low Rolling Resistance 738285571 Passenger Goodyear Assurance Fuel Max 225/65R17 102T ASSURANCE FUEL MAX TL 225/65R17 Available $ 165.38 $ 86.00 $ - Low Rolling Resistance 738287571 Passenger Goodyear Assurance Fuel Max 235/65R16 103T ASSURANCE FUEL MAX TL 235/65R16 Available $ 167.96 $ 87.34 $ - Low Rolling Resistance 738289571 Passenger Goodyear Assurance Fuel Max P195/65R15 89S SL ASSUR FUEL MAX 4 RIB P195/65R15 Available $ 142.05 $ 73.87 $ - Low Rolling Resistance 738317571 Passenger Goodyear Assurance Fuel Max P235/65R17 103H ASSURANCE FUEL MAX TL P235/65R17 Available $ 183.10 $ 95.21 $ - Low Rolling Resistance 738318571 Passenger Goodyear Assurance Fuel Max P205/50R16 86H ASSURANCE FUEL MAX TL P205/50R16 Available $ 154.86 $ 80.53 $ - Low Rolling Resistance 738334571 Passenger Goodyear Assurance Fuel Max 235/60R16 100H ASSURANCE FUEL MAX TL 235/60R16 Available $ 170.56 $ 88.69 $ - Low Rolling Resistance 738335571 Passenger Goodyear Assurance Fuel Max 235/60R17 102H ASSURANCE FUEL MAX TL 235/60R17 Available $ 200.56 $ 104.29 $ - Low Rolling Resistance 738336571 Passenger Goodyear Assurance Fuel Max 225/55R16 95H ASSURANCE FUEL MAX TL 225/55R16 Available $ 191.33 $ 99.49 $ - Low Rolling Resistance 738337571 Passenger Goodyear Assurance Fuel Max P185/65R14 85H ASSURANCE FUEL MAX TL P185/65R14 Available $ 132.05 $ 68.67 $ - Low Rolling Resistance 738338571 Passenger Goodyear Assurance Fuel Max 225/65R16 100H ASSURANCE FUEL MAX TL 225/65R16 Available $ 176.86 $ 91.97 $ - Low Rolling Resistance 738340571 Passenger Goodyear Assurance Fuel Max 215/55R17 94V SL ASSURANCE FUEL MAX TL 215/55R17 Discontinued $ 164.96 $ 85.78 $ - Low Rolling Resistance 738372571 Passenger Goodyear Assurance Fuel Max 225/50R17 94V ASSURANCE FUEL MAX TL 225/50R17 Available $ 184.85 $ 96.12 $ - Low Rolling Resistance 738375571 Passenger Goodyear Assurance Fuel Max 215/55R17 94V ASSURANCE FUEL MAX TL 215/55R17 Discontinued $ 239.80 $ 124.70 $ - Low Rolling Resistance 738403571 Passenger Goodyear Assurance Fuel Max 205/65R15 94H ASSURANCE FUEL MAX TL 205/65R15 Available $ 144.14 $ 74.95 $ - Low Rolling Resistance 738407571 Passenger Goodyear Assurance Fuel Max 225/60R16 98H ASSURANCE FUEL MAX TL 225/60R16 Available $ 165.05 $ 85.83 $ - Low Rolling Resistance 738432571 Passenger Goodyear Assurance Fuel Max P215/65R17 98T ASSURANCE FUEL MAX TL P215/65R17 Available $ 169.71 $ 88.25 $ - Low Rolling Resistance 738523571 Passenger Goodyear Assurance Fuel Max 185/65R15 88H ASSURANCE FUEL MAX TL 185/65R15 Available $ 129.43 $ 67.30 $ - Low Rolling Resistance 738524571 Passenger Goodyear Assurance Fuel Max 205/55R16 91H SL ASSURANCE FUEL MAX TL 205/55R16 Available $ 165.33 $ 85.97 $ - Low Rolling Resistance 738529571 Passenger Goodyear Assurance Fuel Max 175/60R16 82H SL ASSURANCE FUEL MAX TL 175/60R16 Available $ 193.65 $ 100.70 $ - Low Rolling Resistance 738548571 Passenger Goodyear Assurance Fuel Max 215/55R17 94V SL ASSURANCE FUEL MAX TL 215/55R17 Available $ 185.05 $ 96.23 $ - Low Rolling Resistance 738567571 Passenger Goodyear Assurance Fuel Max 225/45R17 91V SL ASSURANCE FUEL MAX TL 225/45R17 Available $ 189.04 $ 98.30 $ - Low Rolling Resistance 738568571 Passenger Goodyear Assurance Fuel Max 215/45R17 87V SL ASSURANCE FUEL MAX TL 215/45R17 Available $ 190.89 $ 99.26 $ - Low Rolling Resistance 738569571 Passenger Goodyear Assurance Fuel Max P215/50R17 93V SL ASSURANCE FUEL MAX TL P215/50R17 Available $ 189.59 $ 98.59 $ - Low Rolling Resistance 738570571 Passenger Goodyear Assurance Fuel Max 205/60R16 92V SL ASSURANCE FUEL MAX TL 205/60R16 Available $ 151.40 $ 78.73 $ - Low Rolling Resistance 738571571 Passenger Goodyear Assurance Fuel Max 215/60R16 95V SL ASSURANCE FUEL MAX TL 215/60R16 Available $ 142.31 $ 74.00 $ - Low Rolling Resistance 738604571 Passenger Goodyear Assurance Fuel Max 195/55R16 87V SL ASSURANCE FUEL MAX VSB 195/55R16 Available $ 167.30 $ 87.00 $ - Low Rolling Resistance 738609571 Passenger Goodyear Assurance Fuel Max P175/65R15 84H SL ASSURANCE FUEL MAX TL P175/65R15 Available $ 152.05 $ 79.07 $ - Low Rolling Resistance 738638571 Passenger Goodyear Assurance Fuel Max P215/60R16 94H SL ASSURANCE FUEL MAX TL P215/60R16 Available $ 145.14 $ 75.47 $ - Low Rolling Resistance 738704571 Passenger Goodyear Assurance Fuel Max 215/60R16 95H SL ASSURANCE FUEL MAX TL 215/60R16 Available $ 152.85 $ 79.48 $ - Low Rolling Resistance 738735571 Passenger Goodyear Assurance Fuel Max 215/55R17 94V SL ASSURANCE FUEL MAX TL 215/55R17 Available $ 185.28 $ 96.35 $ - Low Rolling Resistance 738754571 Passenger Goodyear Assurance Fuel Max 225/55R17 97V SL ASSURANCE FUEL MAX TL 225/55R17 Available $ 185.13 $ 96.27 $ - Low Rolling Resistance 738828571 Passenger Goodyear Assurance Fuel Max P225/55R17 95H SL ASSURANCE FUEL MAX P225/55R17 Available $ 185.59 $ 96.51 $ - Low Rolling Resistance 762040400 Passenger Goodyear Marathon Trailer ST175/80R13B MTHN TRLR BSLRPTL ST175/80R13 Discontinued $ 112.83 $ 58.67 $ - 762041400 Passenger Goodyear Marathon Trailer ST205f75R14B MTHN TRLR BSLRPTL ST205f75R14 Discontinued $ 138.64 $ 72.09 $ - 762043400 Passenger Goodyear Marathon Trailer ST205f75R15B MTHN TRLR BSLRPTL ST205f75R15 Discontinued $ 145.55 $ 75.69 $ - 762045400 Passenger Goodyear Marathon Trailer ST185/80R13C MTHN TRLR BSLRPTL ST185/80R13 Discontinued $ 135.95 $ 70.69 $ - 762045406 Passenger Goodyear Marathon Trailer ST185/80R13C MTHN TRLR BSLRPTL TTC ST185/80R13 Discontinued $ 93.68 $ 48.71 $ - 762171137 Passenger Goodyear Marathon Trailer ST205f75R15 C MTHN TRLR OL BSLRPTL ST205f75R15 Discontinued $ 150.56 $ 78.29 $ - 762171406 Passenger Goodyear Marathon Trailer ST205f75R15C MTHN TRLR BSLRPTL TTC ST205f75R15 Discontinued $ 115.25 $ 59.93 $ - 762172137 Passenger Goodyear Marathon Trailer ST225f75R15 C MTHN TRLR OL BSLRPTL ST225f75R15 Discontinued $ 162.62 $ 84.56 $ - 762172406 Passenger Goodyear Marathon Trailer ST225f75R15C MTHN TRLR BSLRPTL TTC ST225f75R15 Discontinued $ 127.88 $ 66.50 $ - 762173137 Passenger Goodyear Marathon Trailer ST225f75R15D MTHN TRLR OL BSLRPTL ST225f75R15 Discontinued $ 173.43 $ 90.18 $ - 762173406 Passenger Goodyear.Marathon Trailer ST225f75R15D MTHN TRLR BSLRPTL TTC ST225f75R15 Discontinued $ 129.51 $ 67.35 $ - 762174400 Passenger Goodyear Marathon Trailer ST175/80R13C MTHN TRLR BSLRPTL ST175/80R13 Discontinued $ 127.60 $ 66.35 $ - 762174406 Passenger Goodyear Marathon Trailer ST175/80R13C MTHN TRLR BSLRPTL TTC ST175/80R13 Discontinued $ 88.79 $ 46.17 $ - 762176159 Passenger Goodyear Marathon Trailer ST205f75R14C MTHN TRLR OWLRPTL ST205/75R14 Discontinued $ 164.29 $ 85.43 $ - 762176400 Passenger Goodyear Marathon Trailer ST205f75R14C MTHN TRLR BSLRPTL ST205f75R14 Discontinued $ 148.40 $ 77.17 $ - 762176406 Passenger Goodyear Marathon Trailer ST205f75R14C MTHN TRLR BSLRPTL TTC ST205f75R14 Discontinued $ 108.74 $ 56.54 $ - 762176412 Passenger Goodyear Marathon Trailer ST205f75R14C MTHN TRLR OWLRPTL TTC ST205f75R14 Discontinued $ 164.38 $ 85.48 $ - 762177159 Passenger Goodyear Marathon Trailer ST215f75R14C MTHN TRLR OWLRPTL ST215f75R14 Discontinued $ 170.96 $ 88.90 $ - 762177400 Passenger Goodyear Marathon Trailer ST215f75R14C MTHN TRLR BSLRPTL ST215f75R14 Discontinued $ 160.96 $ 83.70 $ - 762177406 Passenger Goodyear Marathon Trailer ST215f75R14C MTHN TRLR BSLRPTL ST215f75R14 Discontinued $ 113.21 $ 58.87 $ - 762177412 Passenger Goodyear Marathon Trailer ST215f75R14C MTHN TRLR OWLRPTL TTC ST215f75R14 Discontinued $ 150.24 $ 78.12 $ - 762394406 Passenger Goodyear Marathon Trailer ST235/80R16E MTHN TRLR BSLRPTL TTC ST235/80R16 Discontinued $ 170.24 $ 88.52 $ - 762400400 Passenger Goodyear Marathon Trailer ST235/80R16D MTHN TRLR BSLRPTL ST235/80R16 Discontinued $ 224.32 $ 116.65 $ - 762400406 Passenger Goodyear Marathon Trailer ST235/80R16D MTHN TRLR BSLRPTL TTC ST235/80R16 Discontinued $ 164.13 $ 85.35 $ - 766016355 Passenger Goodyear Ultra Grip Winter 215/65R16 98T SL ULTRA GRIP WINTER TL 215/65R16 Available $ 158.44 $ 82.39 $ - 766048405 Passenger Goodyear Ultra Grip P195/60R1485SS1 ULTRAGRIP B03RPTL P195/60R14 Discontinued $ 151.14 1$ 78.59 1$ - 766061405 Passenger Goodyear Ultra Grip 195/65R15 91SS1 ULTRAGRIP B03RPTL 195/65R15 Discontinued $ 156.87 $ 81.57 $ - 766105355 Passenger Goodyear Ultra Grip Winter 175lIOR14 84T SL ULTRA GRIP WINTER TL 175/70R14 Available $ 103.31 $ 53.72 $ - 766106355 Passenger Goodyear I Ultra Grip Winter 185/65R14 86T SL ULTRA GRIP WINTER TL 185/65R14 I Available 1 $ 117.69 1$ 61.20 1$ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 10 of 52 Page 485 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 766117405 Passenger Goodyear Ultra Grip P205FOR1595SS1 ULTRAGRIP B03RPTL P205/70R15 Discontinued $ 133.65 $ 69.50 $ - 766195405 Passenger Goodyear Ultra Grip 255/55R19111HX2 ULTRAGRIP B03RPTL 255/55R19 Discontinued $ 449.68 $ 233.83 $ - 766207358 Passenger Goodyear Ultra Grip 235/65R16 103T SL ULTRA GRIP 235/65R16 Available $ 175.50 $ 91.26 $ - 766211405 Passenger Goodyear Ultra Grip P205FOR1493SS1 ULTRAGRIP B03RPTL P205/70R14 Discontinued $ 140.39 $ 73.00 $ - 766212358 Passenger Goodyear Ultra Grip Winter 205/60R16 92T SL ULTRA GRIP WINTER TL 205/60R16 Available $ 145.94 $ 75.89 $ - 766259355 Passenger Goodyear Ultra Grip Winter 185/65R15 88T SL ULTRA GRIP WINTER TL 185/65R15 Available $ 123.81 $ 64.38 $ 766280355 Passenger Goodyear Ultra Grip Winter 215FOR1598T SL ULTRAGRIPWINTER TL 215FOR15 Available $ 134.00 $ 69.68 $ - 766356405 Passenger Goodyear Ultra Grip P215FOR1597SS2 ULTRAGRIP B03RPTL P215FOR15 Discontinued $ 157.69 $ 82.00 $ 766360355 Passenger Goodyear Ultra Grip Winter 175/65R14 82T SL ULTRAGRIPWINTER TL 175/65R14 Available $ 113.06 $ 58.79 $ - 766391405 Passenger Goodyear Ultra Grip P215f75R15100SS1 ULTRAGRIP B03RPTL P215f75R15 Discontinued $ 141.78 $ 73.73 $ - 766474355 Passenger Goodyear Ultra Grip Winter 185/60R14 82T SL ULTRA GRIP WINTER TL 185/60R14 Available $ 120.94 $ 62.89 $ - 766476355 Passenger Goodyear Ultra Grip Winter 185FOR14 88T SL ULTRA GRIP WINTER TL 185FOR14 Available $ 107.69 $ 56.00 $ - 766477355 Passenger Goodyear Ultra Grip Winter 195/65R15 91T SL ULTRA GRIP WINTER TL 195/65R15 Available $ 126.38 $ 65.72 $ - 766478355 Passenger Goodyear Ultra Grip Winter 205/65R15 94T SL ULTRA GRIP WINTER TL 205/65R15 Available $ 134.88 $ 70.14 $ - 766531405 Passenger Goodyear Ultra Grip P175/65R1481SS1 ULTRAGRIP B03RPTL P175/65R14 Discontinued $ 124.03 $ 64.50 $ - 766553358 Passenger Goodyear Ultra Grip Winter 235/60R1 8 107T XL ULTRA GRIP WINTER TL 235/60R18 Available $ 252.13 $ 131.11 $ - 766562358 Passenger Goodyear Ultra Grip Winter 215/60R16 95T SL ULTRA GRIP WINTER TL 215/60R16 Available $ 156.69 $ 81.48 $ - 766597358 Passenger Goodyear Ultra Grip Winter 215/55R17 94T SL ULTRA GRIP WINTER TL 215/55R17 Available $ 194.69 $ 101.24 $ - 766599358 Passenger Goodyear Ultra Grip Winter 235/55R17 997 SL ULTRA GRIP WINTER TL 235/55R17 Available $ 211.50 $ 109.98 $ - 766600358 Passenger Goodyear Ultra Grip Winter 225/50R17 94T SL ULTRA GRIP WINTER TL 225/50R17 Available $ 219.31 $ 114.04 $ - 766692405 Passenger Goodyear Ultra Grip P225f75R15102SS2 ULTRAGRIP B03RPTL P225f75R15 Discontinued $ 151.80 $ 78.94 $ - 766705405 Passenger Goodyear Ultra Grip P205f75R1597SS1 ULTRAGRIP B03RPTL P205f75R15 Discontinued $ 132.89 $ 69.10 $ - 766706358 Passenger Goodyear Ultra Grip Winter 215/60R15 94T SL ULTRA GRIP WINTER TL 215/60R15 Available $ 139.75 $ 72.67 $ - 766709358 Passenger Goodyear Ultra Grip Winter 195/55R15 85T SL ULTRA GRIP WINTER TL 195/55R15 Available $ 142.06 $ 73.87 $ - 766710405 Passenger Goodyear Ultra Grip P235f75R15108SX2 ULTRAGRIP B03RPTL P235f75R15 Discontinued $ 154.48 $ 80.33 $ - 766714358 Passenger Goodyear Ultra Grip Winter 225/65R16 100T SL ULTRA GRIP WINTER TL 225/65R16 Available $ 164.69 $ 85.64 $ 766715358 Passenger Goodyear Ultra Grip Winter 225/60R1698T SL ULTRA GRIP WINTER 225/60R16 Available $ 158.63 $ 82.49 $ - 766716358 Passenger Goodyear Ultra Grip Winter 235/60R16100T SL ULTRA GRIP WINTER TL 235/60R16 Available $ 173.31 $ 90.12 $ - 766718358 Passenger Goodyear Ultra Grip Winter 205/55R16 91T SL ULTRA GRIP WINTER TL 205/55R16 Available $ 157.19 $ 81.74 $ - 766719358 Passenger Goodyear Ultra Grip Winter 215/65R17 99T SL ULTRA GRIP WINTER TL 215/65R17 Available $ 178.38 $ 92.76 $ - 766720358 Passenger Goodyear Ultra Grip Winter 225/65R17 102T SL ULTRA GRIP WINTER TL 225/65R17 Available $ 189.63 $ 98.61 $ - 766722358 Passenger Goodyear Ultra Grip Winter 235/65R17 104T SL ULTRA GRIP WINTER TL 235/65R17 Available $ 202.13 $ 105.11 $ - 766723358 Passenger Goodyear Ultra Grip Winter 225/60R17 99T SL ULTRA GRIP WINTER TL 225/60R17 Available $ 192.88 $ 100.30 $ - 766726358 Passenger Goodyear Ultra Grip Winter 225/55R17 97T SL ULTRA GRIP WINTER TL 225/55R17 Available $ 203.50 $ 105.82 $ - 766728405 Passenger Goodyear Ultra Grip P205f75R1495SS1 ULTRAGRIP B03RPTL P205f75R14 Discontinued $ 116.66 $ 60.66 $ - 766733358 Passenger Goodyear Ultra Grip Winter 235/55R18 100T SL ULTRA GRIP WINTER TL 235/55R18 Available $ 249.50 $ 129.74 $ - 766734358 Passenger Goodyear Ultra Grip Winter 245/55R1 9 103T SL ULTRA GRIP WINTER TL 245/55R19 Available $ 269.25 $ 140.01 $ - 766737355 Passenger Goodyear Ultra Grip Winter 235f75R1 5 105T SL ULTRA GRIP WINTER 235f75R15 Available $ 155.31 $ 80.76 $ - 766738355 Passenger Goodyear Ultra Grip Winter 205FOR15 96T SL ULTRA GRIP WINTER TL 205FOR15 Available $ 129.81 $ 67.50 $ - 766739355 Passenger Goodyear Ultra Grip Winter 185/60R15 84T SL ULTRA GRIP WINTER TL 185/60R15 Available $ 124.31 $ 64.64 $ - 766740355 Passenger Goodyear Ultra Grip Winter 195/60R15 88T SL ULTRA GRIP WINTER TL 195/60R15 Available $ 127.81 $ 66.46 $ 766741355 Passenger Goodyear Ultra Grip Winter 205/60R1591TSL ULTRA GRIP WINTER TL 205/60R15 Available $ 132.00 $ 68.64 $ - 766919358 Passenger Goodyear Ultra Grip Winter 205/55R16 94T XL ULTRA GRIP WINTER TL 205/55R16 Available $ 157.19 $ 81.74 $ - 766925358 Passenger Goodyear Ultra Grip Winter 215/55R17 98T XL ULTRA GRIP WINTER TL 215/55R17 Available $ 194.69 $ 101.24 $ - 767181537 Passenger Goodyear Assurance WeatherReady 235/55R17 99H SL ASSURANCE WEATHERREADY 235/55R17 Available $ 240.86 $ 125.25 $ - 767188537 Passenger Goodyear Assurance WeatherReady 235/65R17 104H SL ASSURANCE WEATHERREADY 235/65R17 Available $ 234.49 $ 121.93 $ - 767322537 Passenger Goodyear Assurance WeatherReady 215/60R17 96H SL ASSURANCE WEATHERREADY 215/60R17 Available $ 212.81 $ 110.66 $ - 767340537 Passenger Goodyear Assurance WeatherReady 215/55R17 94V SL ASSURANCE WEATHERREADY 215/55R17 Available $ 208.99 $ 108.67 $ - 767363537 Passenger Goodyear Assurance WeatherReady 225/60R18 100H SL ASSURANCE WEATHERREADY 225/60R18 Available $ 234.49 $ 121.93 $ - 767366537 Passenger Goodyear Assurance WeatherReady 225/60R17 99H SL ASSURANCE WEATHERREADY 225/60R17 Available $ 230.66 $ 119.94 $ - 767372537 Passenger Goodyear Assurance WeatherReady 225/50R17 94V SL ASSURANCE WEATHERREADY 225/50R17 Available $ 230.66 $ 119.94 $ 767378537 Passenger Goodyear Assurance WeatherReady 225FOR16103T SL ASSURANCE WEATHERREADY 225FOR16 Available $ 204.38 $ 106.28 $ - 767407537 Passenger Goodyear Assurance WeatherReady 225/60R16 98H SL ASSURANCE WEATHERREADY 225/60R16 Available $ 183.49 $ 95.41 $ - 767488537 Passenger Goodyear Assurance WeatherReady 235/60R17 102H SL ASSURANCE WEATHERREADY 235/60R17 Available $ 230.63 $ 119.93 $ - 767489537 Passenger Goodyear Assurance WeatherReady 195/65R15 91H SL ASSURANCE WEATHERREADY 195/65R15 Available $ 166.88 $ 86.78 $ - 767517537 Passenger Goodyear Assurance WeatherReady 225/65R17 102H SL ASSURANCE WEATHERREADY 225/65R17 Available $ 201.88 $ 104.98 $ - 767524537 Passenger Goodyear Assurance WeatherReady 205/55R16 91H SL ASSURANCE WEATHERREADY 205/55R16 Available $ 179.66 $ 93.42 $ - 767568537 Passenger Goodyear Assurance WeatherReady 215/45R17 87V SL ASSURANCE WEATHERREADY 215/45R17 Available $ 205.16 $ 106.68 $ - 767570537 Passenger Goodyear Assurance WeatherReady 205/60R16 92V SL ASSURANCE WEATHERREADY 205/60R16 Available $ 183.49 $ 95.41 $ - 767753537 Passenger Goodyear Assurance WeatherReady 225/55R17 97H SL ASSURANCE WEATHERREADY 225/55R17 Available $ 237.04 $ 123.26 $ - 767780537 Passenger Goodyear Assurance WeatherReady 205/65R16 95H SL ASSURANCE WEATHERREADY 205/65R16 Available $ 171.88 $ 89.38 $ 767782537 Passenger Goodyear Assurance WeatherReady 215FOR161OOT SL ASSURANCE WEATHERREADY 215FOR16 Available $ 210.26 $ 109.34 $ - 767815537 Passenger Goodyear Assurance WeatherReady 235/60R18 103H SL ASSURANCE WEATHERREADY 235/60R18 Available $ 272.74 $ 141.82 $ - 767819537 Passenger Goodyear Assurance WeatherReady 245/60R18 105H SL ASSURANCE WEATHERREADY 245/60R18 Available $ 266.36 $ 138.51 $ - 767820537 Passenger Goodyear Assurance WeatherReady 195/55R16 87H SL ASSURANCE WEATHERREADY 195/55R16 Available $ 191.14 $ 99.39 $ - 767829537 Passenger Goodyear Assurance WeatherReady 215/60R16 95H SL ASSURANCE WEATHERREADY 215/60R16 Available $ 182.21 $ 94.75 $ - 767870537 Passenger Goodyear Assurance WeatherReady 245/50R20 102H SL ASSURANCE WEATHERREADY 245/50R20 Available $ 299.38 $ 155.68 $ - 767871537 Passenger Goodyear Assurance WeatherReady 235/45R18 94V SL ASSURANCE WEATHERREADY 235/45R18 Available $ 247.24 $ 128.56 $ - 767874537 Passenger Goodyear Assurance WeatherReady 215/65R16 98H SL ASSURANCE WEATHERREADY 215/65R16 Available $ 186.04 $ 96.74 $ - 767875537 Passenger Goodyear Assurance WeatherReady 215/65R17 99H SL ASSURANCE WEATHERREADY 215/65R17 Available $ 205.16 $ 106.68 $ - 767876537 Passenger Goodyear Assurance WeatherReady 235/50R18 97V SL ASSURANCE WEATHERREADY 235/50R18 Available $ 269.38 $ 140.08 $ - 767877537 Passenger Goodyear Assurance WeatherReady 235/55R18100V SL ASSURANCE WEATHERREADY 235/55R18 Available $ 266.36 $ 138.51 $ - 767880537 Passenger Goodyear Assurance WeatherReady 225/55R18 98V SL ASSURANCE WEATHERREADY 225/55R18 Available $ 247.24 $ 128.56 $ - 767881537 Passenger Goodyear Assurance WeatherReady 235/45R17 97V XL ASSURANCE WEATHERREADY 235/45R17 Available $ 251.88 $ 130.98 $ - 767883537 Passenger Goodyear Assurance WeatherReady 235/55R1 9 1 01V SL ASSURANCE WEATHERREADY 235/55R19 Available $ 304.61 $ 158.40 $ - 767884537 Passenger Goodyear Assurance WeatherReady 235/55R20 102H SL ASSURANCE WEATHERREADY 235/55R20 Available $ 279.11 $ 145.14 $ - 767885537 Passenger Goodyear Assurance WeatherReady 235/65R18 106H SL ASSURANCE WEATHERREADY 235/65R18 Available $ 266.88 $ 138.78 $ - 767890537 Passenger Goodyear Assurance WeatherReady 245/55R19 103H SL ASSURANCE WEATHERREADY 245/55R19 Available $ 279.38 $ 145.28 $ - 767891537 Passenger Goodyear Assurance WeatherReady 255/55R20 110H XL ASSURANCE WEATHERREADY 255/55R20 Available $ 247.24 $ 128.56 $ - 767892537 Passenger Goodyear Assurance WeatherReady 255/60R19 109H SL ASSURANCE WEATHERREADY 255/60R19 Available $ 271.88 $ 141.38 $ 767894537 Passenger Goodyear Assurance WeatherReady 255/65R18111 T SL ASSURANCE WEATHERREADY 255/65R18 Available $ 291.86 $ 151.77 $ - 767903537 Passenger Goodyear Assurance WeatherReady 255/55R18 109V XL ASSURANCE WEATHERREADY 255/55R18 Available $ 304.61 $ 158.40 $ - 767905537 Passenger Goodyear Assurance WeatherReady 255/50R19 107H XL ASSURANCE WEATHERREADY 255/50R19 Available $ 318.13 $ 165.43 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 11 of 52 Page 486 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 767906537 Passenger Goodyear Assurance WeatherReady 225/45R18 95V XL ASSURANCE WEATHERREADY 225/45R18 Available $ 221.74 $ 115.30 $ - 780034350 Passenger Goodyear UG ICE WRT 225/60R16 98S SL ULTRA GRIP ICE WRT BSW 225/60R16 Available $ 189.44 $ 98.51 $ - 780212350 Passenger Goodyear UG ICE WRT 205/60R16 92T SL ULTRA GRIP ICE WRT BSW 205/60R16 Available $ 172.06 $ 89.47 $ - 780327350 Passenger Goodyear UG ICE WRT 225/65R16 100S SL ULTRA GRIP ICE WRT BSW 225/65R16 Available $ 187.44 $ 97.47 $ - 780328350 Passenger Goodyear UG ICE WRT 235/60R16 100S SL ULTRA GRIP ICE WRT BSW 235/60R16 Available $ 199.75 $ 103.87 $ - 780504404 Passenger Goodyear UG ICE P255/65R18 109Q SL ULTRA G ICE B03RPTL P255/65R18 Available $ 279.56 $ 145.37 $ - 780505404 Passenger Goodyear UG ICE P255/60R19 108Q SL ULTRA G ICE B03RPTL P255/60R19 Available $ 303.75 $ 157.95 $ - 780549350 Passenger Goodyear UG ICE WRT 245/50R20 102S SL ULTRA GRIP ICE WRT BSW 245/50R20 Available $ 316.38 $ 164.52 $ - 780550350 Passenger Goodyear UG ICE WRT 235/55R19 101T SL ULTRA GRIP ICE WRT BSW 235/55R19 Available $ 269.56 $ 140.17 $ - 780551350 Passenger Goodyear UG ICE WRT 245/55R19 103S SL ULTRA GRIP ICE WRT BSW 245/55R19 Available $ 296.06 $ 153.95 $ - 780552350 Passenger Goodyear UG ICE WRT 235/65R18 106S SL ULTRA GRIP ICE WRT BSW 235/65R18 Available $ 265.38 $ 138.00 $ - 780553350 Passenger Goodyear UG ICE WRT 235/60R18 107T XL ULTRA GRIP ICE WRT BSW 235/60R18 Available $ 258.75 $ 134.55 $ - 780554350 Passenger Goodyear UG ICE WRT 245/60R18 105S SL ULTRA GRIP ICE WRT BSW 245/60R18 Available $ 267.06 $ 138.87 $ - 780556350 Passenger Goodyear UG ICE WRT 235/55R18 100T SL ULTRA GRIP ICE WRT BSW 235/55R18 Available $ 262.56 $ 136.53 $ - 780557350 Passenger Goodyear UG ICE WRT 255/55R18 109S XL ULTRA GRIP ICE WRT BSW 255/55R18 Available $ 280.06 $ 145.63 $ - 780558350 Passenger Goodyear UG ICE WRT 225/50R18 95S SL ULTRA GRIP ICE WRT BSW 225/50R18 Available $ 287.81 $ 149.66 $ - 780559350 Passenger Goodyear UG ICE WRT 235/60R17 102S SL ULTRA GRIP ICE WRT BSW 235/60R17 Available $ 214.81 $ 111.70 $ - 780560350 Passenger Goodyear UG ICE WRT 215/65R16 98S SL ULTRAGRIP ICE WRT BSW 215/65R16 Available $ 180.88 $ 94.06 $ - 780561350 Passenger Goodyear UG ICE WRT 225/65R16 100S SL ULTRA GRIP ICE WRT BSW 225/65R16 Available $ 184.41 $ 95.89 $ - 780562350 Passenger Goodyear UG ICE WRT 215/60R16 95T SL ULTRA GRIP ICE WRT BSW 215/60R16 Available $ 180.44 $ 93.83 $ - 780563350 Passenger Goodyear UG ICE WRT 205/55R16 94T XL ULTRA GRIP ICE WRT BSW 205/55R16 Available $ 192.19 $ 99.94 $ - 780583350 Passenger Goodyear UG ICE WRT 215/55R16 97S XL ULTRA GRIP ICE WRT BSW 215/55R16 Available $ 204.13 $ 106.15 $ - 780584350 Passenger Goodyear UG ICE WRT 195/65R15 91S SL ULTRA GRIP ICE WRT BSW 195/65R15 Available $ 150.38 $ 78.20 $ - 780585350 Passenger Goodyear UG ICE WRT 215/65R17 99S SL ULTRA GRIP ICE WRT BSW 215/65R17 Available $ 194.56 $ 101.17 $ - 780596350 Passenger Goodyear UG ICE WRT 225/60R17 99S SL ULTRA GRIP ICE WRT BSW 225/60R17 Available $ 202.13 $ 105.11 $ - 780597350 Passenger Goodyear UG ICE WRT 215/55R17 94T SL ULTRA GRIP ICE WRT BSW 215/55R17 Available $ 223.50 $ 116.22 $ - 780598350 Passenger Goodyear UG ICE WRT 225/55R17 101T XL ULTRA GRIP ICE WRT BSW 225/55R17 Available $ 229.06 $ 119.11 $ - 780599350 Passenger Goodyear UG ICE WRT 235/55R17 99T SL ULTRA GRIP ICE WRT BSW 235/55R17 Available $ 241.94 $ 125.81 $ - 780600350 Passenger Goodyear UG ICE WRT 225/50R17 94T SL ULTRA GRIP ICE WRT BSW 225/50R17 Available $ 260.63 $ 135.53 $ - 780640350 Passenger Goodyear UG ICE WRT 225/45R17 94T XL ULTRA GRIP ICE WRT BSW 225/45R17 Available $ 259.00 $ 134.68 $ - 780641350 Passenger Goodyear UG ICE WRT 215/50R17 95T XL ULTRA GRIP ICE WRT BSW 215/50R17 Available $ 253.38 $ 131.76 $ - 780642350 Passenger Goodyear UG ICE WRT 215/45R17 87T SL ULTRA GRIP ICE WRT BSW 215/45R17 Available $ 249.38 $ 129.68 $ - 780643350 Passenger Goodyear UG ICE WRT 225/55R18 98T SL ULTRA GRIP ICE WRT BSW 225/55R18 Available $ 276.75 $ 143.91 $ - 780670350 Passenger Goodyear UG ICE WRT 225/45R18 91T SL ULTRA GRIP ICE WRT BSW 225/45R18 Available $ 279.06 $ 145.11 $ - 780687350 Passenger Goodyear UG ICE WRT 235/45R18 94T SL ULTRA GRIP ICE WRT BSW 235/45R18 Available $ 289.38 $ 150.48 $ - 780689350 Passenger Goodyear UG ICE WRT 235/50R18 97T SL ULTRA GRIP ICE WRT BSW 235/50R18 Available $ 294.88 $ 153.34 $ - 780703350 Passenger Goodyear UG ICE WRT 235/65R1 6 103S SL ULTRA GRIP ICE WRT BSW 235/65R16 Available $ 198.19 $ 103.06 $ - 780712350 Passenger Goodyear UG ICE WRT 225/65R1 7 102S SL ULTRA GRIP ICE WRT BSW 225/65R17 Available $ 203.56 $ 105.85 $ - 780752350 Passenger Goodyear UG ICE WRT 225/60R17 99S SL ULTRA GRIP ICE WRT BSW 225/60R17 Available $ 205.44 $ 106.83 $ - 780793404 Passenger Goodyear UG ICE P235/60R16 99Q S2 ULTRA G ICE B03RPTL P235/60R16 Discontinued $ 203.57 $ 105.86 $ - 780846350 Passenger Goodyear UG ICE WRT 225/45R18 95T XL ULTRA GRIP ICE WRT BSW 225/45R18 Discontinued $ 279.06 $ 145.11 $ - 783012388 Passenger Goodyear Eagle F1 Asy 3 215/45R17 91YXL EAGLE F1 ASYMMETRIC 3 215/45R17 Available $ 175.44 $ 91.23 $ - 783013388 Passenger Goodyear Eagle F1 Asy3 235/50R 18101 Y XL EAGLE F1 ASYMMETRIC 3 235/50R18 Available $ 230.91 $ 120.07 $ - 783014544 Passenger Goodyear Eagle F1 Asy3 SUV 235/60R 18103W SL EAGLE F1 ASYM 3 SUV AR 235/60R18 Available $ 264.45 $ 137.51 $ - 783016544 Passenger Goodyear Eagle F1 Asy3 SUV 235/65R 17104W SL EAGLE F1 ASYM 3 SUV AR 235/65R17 Available $ 258.00 $ 134.16 $ - 783017544 Passenger Goodyear Eagle F1 Asy 3 SUV 235/55R19 101Y SL EAGLE F1 ASYM 3 SUV AR 235/55R19 Available $ 290.25 $ 150.93 $ - 783121388 Passenger Goodyear Eagle F1 Asy3 265/35R18 97YXL EAGLE F1 ASYMMETRIC 3 265/35R18 Available $ 261.88 $ 136.18 $ - 783131388 Passenger Goodyear Eagle F1 Asy3 245/40R17 91Y SL EAGLE F1 ASYMMETRIC 3 245/40R17 Available $ 208.98 $ 108.67 $ - 783143388 Passenger Goodyear Eagle F1 Asy3 255/35R18 94Y EAGLE F1 ASYMMETRIC 3 255/35R18 Available $ 300.90 $ 156.47 $ - 783163388 Passenger Goodyear Eagle F1 Asy3 225/40R18 92YXL EAGLE F1 ASYMMETRIC 3 225/40R18 Available $ 236.23 $ 122.84 $ - 783349385 Passenger Goodyear Eagle F1 Asy3 P245/35ZR19 89Y EAGLE F1 ASYMMETRIC3 ROF P245/35ZR19 Available $ 371.25 $ 193.05 $ - 783355385 Passenger Goodyear Eagle F1 Asy 3 P285/30ZR20 95Y EAGLE F1 ASYMMETRIC3 ROF P285/30ZR20 Available $ 415.00 $ 215.80 $ - 783390385 Passenger Goodyear Eagle F1 Asy 3 245/40ZR20 95Y EAGLE F1 ASYMMETRIC3 ROF 245/40ZR20 Available $ 459.53 $ 238.96 $ - 783400385 Passenger Goodyear Eagle F1 Asy 3 275/35ZR20 98Y EAGLE F1 ASYMMETRIC3 ROF 275/35ZR20 Available $ 485.74 $ 252.58 $ - 783407388 Passenger Goodyear Eagle F1 Asy 3 265/35R22 102W EAGLE F1 ASYMMETRIC 3 265/35R22 Available $ 230.91 $ 120.07 $ - 783407394 Passenger Goodyear Eagle F1 Asy 3 265/35R22 102W EAGLE F1 ASYMMETRIC 3 SCT 265/35R22 Available $ 286.86 $ 149.17 $ - 783411388 Passenger Goodyear Eagle F1 Asy 3 285/35R22 106W EAGLE F1 ASYMMETRIC 3 285/35R22 Available $ 247.91 $ 128.91 $ - 783411394 Passenger Goodyear Eagle F1 Asy 3 285/35R22 106W EAGLE F1 ASYMMETRIC 3 SCT 285/35R22 Available $ 301.15 $ 156.60 $ - 783428385 Passenger Goodyear Eagle F1 Asy 3 P245/40ZR18 93Y EAGLE F1 ASYMMETRIC3 ROF P245/40ZR18 Available $ 331.25 $ 172.25 $ - 783432385 Passenger Goodyear Eagle F1 Asy 3 P285/35ZR19 99Y EAGLE F1 ASYMMETRIC3 ROF P285/35ZR19 Available $ 423.75 $ 220.35 $ - 783446388 Passenger Goodyear Eagle F1 Asy 3 205/40R17 84W XL EAGLE F1 ASYMMETRIC 3 205/40R17 Available $ 166.80 $ 86.74 $ - 783448388 Passenger Goodyear Eagle F1 Asy 3 225/35R19 88Y XL EAGLE F1 ASYMMETRIC 3 225/35R19 Available $ 295.89 $ 153.86 $ - 783457388 Passenger Goodyear Eagle F1 Asy 3 245/35R18 92Y XL EAGLE F1 ASYMMETRIC 3 245/35R18 Available $ 263.54 $ 137.04 $ - 783458388 Passenger Goodyear Eagle F1 Asy 3 245/40R18 97Y XL EAGLE F1 ASYMMETRIC 3 245/40R18 Available $ 251.83 $ 130.95 $ - 783459388 Passenger Goodyear Eagle F1 Asy3 255/30R19 91Y XL EAGLE F1 ASYMMETRIC 3 255/30R19 Available $ 374.08 $ 194.52 $ - 783461388 Passenger Goodyear Eagle F1 Asy3 275/35R18 99Y XL EAGLE F1 ASYMMETRIC 3 275/35R18 Available $ 331.36 $ 172.31 $ - 783490388 Passenger Goodyear Eagle F1 Asy3 285/30R19 98Y XL EAGLE F1 ASYMMETRIC 3 285/30R19 Available $ 424.31 $ 220.64 $ - 783494388 Passenger Goodyear Eagle F1 Asy3 255/35R19 96Y EAGLE F1 ASYMMETRIC 3 255/35R19 Available $ 324.36 $ 168.67 $ - 783499388 Passenger Goodyear Eagle F1 Asy3 255/40R 19100Y EAGLE F1 ASYMMETRIC 3 255/40R19 Available $ 344.55 $ 179.17 $ - 784004398 Passenger Goodyear Eagle F1 Asy SUV 255/60R 19 113W EAGLE F1 ASYM SUV AT JLR 255/60R19 Available $ 413.10 $ 214.81 $ - 784044359 Passenger Goodyear Eagle F1 Asy 2 225/40R19 89Y SL EAGLE F1 ASYM2 ROF 225/40R19 Available $ 381.84 $ 198.56 $ - 784066348 Passenger Goodyear Eagle F1 Asy 2 265/45ZR18 101Y SL EAGLE F1 ASYM 2 NO R 265/45ZR18 Available $ 428.94 $ 223.05 $ - 784075348 Passenger Goodyear Eagle F1 Asy 2 285/35R19 99Y SL EAGLE F1 ASYMMETRIC2 285/35R19 Available $ 353.64 $ 183.89 $ - 784093348 Passenger Goodyear Eagle F1 Asy 2 295/35ZR19 100Y SL EAGLE F1 ASYMMETRIC2 295/35ZR19 Available $ 528.96 $ 275.06 $ - 784120348 Passenger Goodyear Eagle F1 Asy 2 245/40R 18 97Y XL EAGLE F1 ASYMMETRIC2 245/40R18 Available $ 272.43 $ 141.66 $ - 784122348 Passenger Goodyear Eagle F1 Asy 2 255/35R 19 96Y XL EAGLE F1 ASYMMETRIC2 255/35R19 Discontinued $ 357.50 $ 185.90 $ - 784131348 Passenger Goodyear Eagle F1 Asy 2 245/40R17 91Y SL EAGLE F1 ASYMMETRIC2 245/40R17 Discontinued $ 213.33 $ 110.93 $ - 784133348 Passenger Goodyear Eagle F1 Asy 2 235/45R17 94Y SL EAGLE F1 ASYMMETRIC2 235/45R17 Available $ 212.71 $ 110.61 $ - 784140348 Passenger Goodyear Eagle F1 Asy2 245/35R19 93YXL EAGLE F1 ASYMMETRIC2 245/35R19 Discontinued $ 339.20 $ 176.38 $ - 784140359 Passenger Goodyear Eagle F1 Asy 2 245/35R19 93YXL EAG F1 ASYM2 MOE R ROF 245/35R19 Available $ 432.95 $ 225.13 $ - 784155348 Passenger Goodyear Eagle F1 Asy2 225/45R17 94YXL EAGLE F1 ASYMMETRIC2 225/45R17 Available $ 205.26 $ 106.74 $ - 784159348 Passenger Goodyear Eagle F1 Asy2 235/45R17 97YXL EAGLE F1 ASYMMETRIC2 235/45R17 Available $ 212.34 $ 110.42 $ - 784160287 Passenger Goodyear Eagle F1 Asymmetric 205/55ZR17 91Y EAGLE F1 ASYMMETRIC NO SL 205/55ZR17 Available $ 310.88 $ 161.66 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ forthe latest pricing information. 12 of 52 Page 487 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 784162287 Passenger Goodyear Eagle F1 Asymmetric 235/50ZR17 96Y EAGLE F1 ASYMMETRIC NO SL 235/50ZR17 Available $ 358.24 $ 186.28 $ - 784164287 Passenger Goodyear Eagle F1 Asymmetric 235/35ZR19 87Y EAGLE F1 ASYMMETRIC NO SL 235/35ZR19 Available $ 434.24 $ 225.80 $ - 784165287 Passenger Goodyear Eagle F1 Asymmetric 265/35ZR19 94Y EAGLE F1 ASYMMETRIC NO SL 265/35ZR19 Available $ 505.54 $ 262.88 $ - 784166348 Passenger Goodyear Eagle F1 Asy2 225/45R17 91Y SL EAGLE F1 ASYMMETRIC2 225/45R17 Discontinued $ 192.13 $ 99.91 $ - 784168348 Passenger Goodyear Eagle F1 Asy2 235/50R 18 101 W XL EAGLE F1 ASYMMETRIC2 235/50R18 Available $ 260.83 $ 135.63 $ - 784226336 Passenger Goodyear Eagle F1 Asymmetric 265/40R20 104Y XL EAGLE F1 ASYMMETRIC AO 265/40R20 Available $ 573.13 $ 298.03 $ - 784246333 Passenger Goodyear Eagle F1 Asy SUV 255/55R18 109Y XL EAG F1 ASYM SUV AO TL 255/55R18 Available $ 392.40 $ 204.05 $ - 784247333 Passenger Goodyear Eagle F1 Asy SUV 265/50R19 110Y XL EAG F1 ASYM SUV AO TL 265/50R19 Available $ 461.45 $ 239.95 $ - 784248333 Passenger Goodyear Eagle F1 Asy SUV 275/45R20 110Y XL EAG F1 ASYM SUV AO TL 275/45R20 Available $ 484.36 $ 251.87 $ - 784253333 Passenger Goodyear Eagle F1 Asy SUV 255/60R17 106V SL EAG F1 ASYM SUV TL 255/60R17 Available $ 374.89 $ 194.94 $ - 784254333 Passenger Goodyear Eagle F1 Asy SUV 275/45R20 110W XL EAG F1 ASYM SUV TL 275/45R20 Available $ 483.64 $ 251.49 $ - 784255333 Passenger Goodyear Eagle F1 Asy SUV 265/50R19 110Y XL EAG F1 ASYM SUV NO TL 265/50R19 Available $ 460.44 $ 239.43 $ - 784256333 Passenger Goodyear Eagle F1 Asy SUV 255/55R18 109W XL EAG F1 ASYM SUV TL 255/55R18 Available $ 388.98 $ 202.27 $ - 784257336 Passenger Goodyear Eagle F1 Asymmetric 255/40R19 100Y XL EAGLE F1 ASYMMETRIC AO 255/40R19 Available $ 566.85 $ 294.76 $ - 784318348 Passenger Goodyear Eagle F1 Asy2 265/30R 1993Y XL EAGLE F1 ASYMMETRIC2 265/30R19 Available $ 363.30 $ 188.92 $ - 784327348 Passenger Goodyear Eagle F1 Asy 2 245/40R18 93Y SL EAGLE F1 ASYMMETRIC2 245/40R18 Discontinued $ 242.50 $ 126.10 $ - 784340348 Passenger Goodyear Eagle F1 Asy2 225/35R19 88YXL EAGLE F1 ASYMMETRIC2 225/35R19 Discontinued $ 304.75 $ 158.47 $ - 784342348 Passenger Goodyear Eagle F1 Asy2 235/45R18 98YXL EAGLE F1 ASYMMETRIC2 235/45R18 Discontinued $ 253.08 $ 131.60 $ - 784344348 Passenger Goodyear Eagle F1 Asy2 255/30R19 91YXL EAGLE F1 ASYMMETRIC2 255/30R19 Discontinued $ 416.25 $ 216.45 $ - 784360348 Passenger Goodyear Eagle F1 Asy2 275/30R19 96YXL EAGLE F1 ASYMMETRIC2 275/30R19 Available $ 363.00 $ 188.76 $ - 784426348 Passenger Goodyear Eagle F1 Asy2 235/45R18 98YXL EAGLE F1 ASYMMETRIC2 235/45R18 Discontinued $ 253.08 $ 131.60 $ - 784502398 Passenger Goodyear Eagle F1 Asy SUV 255/50R20 109W EAGLE F1 ASYM SUV AT JLR 255/50R20 Available $ 440.33 $ 228.97 $ - 784764348 Passenger Goodyear Eagle F1 Asy2 235/40R 1895Y XL EAGLE F1 ASYMMETRIC2 235/40R18 Available $ 246.60 $ 128.23 $ - 797001538 Passenger Goodyear Eagle F1 Supercar 3 305/30ZR19 98(Y)SL EAGLE F1 SUPERCAR 3 305/30ZR19 Available $ 445.05 $ 231.43 $ - 797002538 Passenger Goodyear Eagle F1 Supercar 3 325/30ZR19 101(Y)SL EAGLE F1 SUPERCAR 3 325/30ZR19 Available $ 527.61 $ 274.36 $ - 797078556 Passenger Goodyear Eagle NCT5 205/50R17 89V SL EAG NCT5 A*ROF BLTTL 205/50R17 Available $ 476.16 $ 247.60 $ - 797173556 Passenger Goodyear Eagle NCT5 225/45R17 91V SL EAG NCT5 A*ROF BLT TL 225/45R17 Available $ 431.38 $ 224.32 $ - 797191556 Passenger Goodyear Eagle NCT5 205/50R17 89W SL EAG NCT5 A*ROF BLTTL 205/50R17 Available $ 488.48 $ 254.01 $ - 797192556 Passenger Goodyear Eagle NCT5 225/45R17 91W SL EAG NCT5 A*ROF BLTTL 225/45R17 Available $ 437.34 $ 227.42 $ - 797590271 Passenger Goodyear Eagle NCT5 245/40R18 93Y S2 EAG NCT5 ROF VSBRPTL 245/40R18 Available $ 707.14 $ 367.71 $ - 797638271 Passenger Goodyear Eagle NCT5 245/45R17 95Y S2 EAG NCT5 ROF VSBRPTL 245/45R17 Available $ 492.91 $ 256.31 $ - 797650149 Passenger Goodyear Eagle NCT5 255/50R21 106W SL EAG NCT5 EMT VSBRPTL 255/50R21 Available $ 1,144.48 $ 595.13 $ - 797652149 Passenger Goodyear Eagle NCT5 285/45R21 109W SL EAG NCT5 EMT VSBRPTL 285/45R21 Available $ 1,267.05 $ 658.87 $ - 797937131 Passenger Goodyear Eagle NCT5 205/55R16 91 V S1 EAG NCT5 EMT VSBRPTL 205/55R16 Available $ 401.80 $ 208.94 $ - 150008601 Light Truck Goodyear Wrangler DuraTrac 275/55R20 113T SL WRL DURATRAC BSL TL 275/55R20 Available $ 298.68 $ 155.31 $ - 150009601 Light Truck Goodyear Wrangler DuraTrac 255/55R20 110Q XL WRL DURATRAC BLT TL 255/55R20 Available $ 373.75 $ 194.35 $ - 150153601 Light Truck Goodyear Wrangler DuraTrac 265/65R17 1125 SL WRL DURATRAC BSL TL 265/65R17 Available $ 290.94 $ 151.29 $ - 150154601 Light Truck Goodyear Wrangler DuraTrac 265f7OR17 1155 SL WRL DURATRAC BSL TL 265f7OR17 Available $ 290.94 $ 151.29 $ - 150524601 Light Truck Goodyear Wrangler DuraTrac 255f7OR18 1135 SL WRL DURATRAC BSL TL 255f7OR18 Available $ 322.23 $ 167.56 $ - 150525601 Light Truck Goodyear Wrangler DuraTrac 265/60R18 1105 SL WRL DURATRAC BSL TL 265/60R18 Available $ 312.85 $ 162.68 $ - 150564601 Light Truck Goodyear Wrangler DuraTrac 265f7OR16 1125 SL WRL DURATRAC BSL TL 265f7OR16 Available $ 270.60 $ 140.71 $ - 150567601 Light Truck Goodyear Wrangler DuraTrac 255f7OR16 1115 SL WRL DURATRAC BSL TL 255f7OR16 Available $ 269.65 $ 140.22 $ - 150636601 Light Truck Goodyear Wrangler DuraTrac 275/55R20 1135 SL WRL DURATRAC BSL TL 275/55R20 Available $ 322.23 $ 167.56 $ - 150638601 Light Truck Goodyear Wrangler DuraTrac 275/65R18 1165 SL WRL DURATRAC BSL TL 275/65R18 Available $ 332.77 $ 173.04 $ - 150644601 Light Truck Goodyear Wrangler DuraTrac 265/65R18 1145 SL WRL DURATRAC BSL TL 265/65R18 Available $ 344.13 $ 178.95 $ - 150663574 Light Truck Goodyear Wrangler DuraTrac 255/55R19 11 1S XL WRL DURATRAC BLT TL 255/55R19 Discontinued $ 360.15 $ 187.28 $ - 150675601 Light Truck Goodyear Wrangler DuraTrac 245f7OR17 1105 SL WRL DURATRAC BSL TL 245f7OR17 Available $ 275.31 $ 143.16 $ - 150678601 Light Truck Goodyear Wrangler DuraTrac 275/60R20 1155 SL WRL DURATRAC BSL TL 275/60R20 Available $ 359.77 $ 187.08 $ - 150684601 Light Truck Goodyear Wrangler DuraTrac 255/75R17 1155 SL WRL DURATRAC BSL TL 255f75R17 Available $ 265.13 $ 137.87 $ - 150884574 Light Truck Goodyear Wrangler DuraTrac 255/55R19 111Q XL WRL DURATRAC XL FP TL 255/55R19 Available $ 391.96 $ 203.82 $ - 151056164 Light Truck Goodyear Fortera HL P245f7OR17 108T SL FORTERA HL OWL TL P245f7OR17 Available $ 334.43 $ 173.90 $ - 151056203 Light Truck Goodyear Fortera HL P245f7OR17 108T SL FORTERA HL VSB TL P245f7OR17 Available $ 255.91 $ 133.07 $ - 151093203 Light Truck Goodyear Fortera HL 265/50R20 107T SL FORTERA HL VSB TL 265/50R20 Available $ 231.06 $ 120.15 $ - 151284203 Light Truck Goodyear Fortera HL P245/65R17 1055 S2 FORTERA HL VSB TL P245/65R17 Available $ 167.15 $ 86.92 $ - 151494203 Light Truck Goodyear Fortera HL P245/65R17 105T SL FORTERA HL VSB TL P245/65R17 Discontinued $ 317.94 $ 165.33 $ - 151559248 Light Truck Goodyear Fortera HL P255/65R18 1095 S2 FORTERA HL TL P255/65R18 Available $ 292.30 $ 152.00 $ - 151621163 Light Truck Goodyear Fortera SL 285/45R22 114H S2 FORTERA SL VSB TL 285/45R22 Available $ 364.59 $ 189.59 $ - 151774163 Light Truck Goodyear Fortera SL 305/40R22 114H S2 FORTERA SL VSB TL 305/40R22 Available $ 323.40 $ 168.17 $ - 151775163 Light Truck Goodyear Fortera SL 305/45R22 118H S2 FORTERA SL VSB TL 305/45R22 Available $ 322.31 $ 167.60 $ - 151922248 Light Truck Goodyear Fortera SL P255/65R18 1095 SL FORTERA HL NONTPC P255/65R18 Discontinued $ 281.11 $ 146.18 $ - 151976203 Light Truck Goodyear Fortera HL P235/60R18 102T S2 FORTERA HL VSB TL P235/60R18 Discontinued $ 367.94 $ 191.33 $ - 157001622 Light Truck Goodyear Wrangler)Fortitude HT 245/60R18 105T SL WRL FORTITUDE HT BSLTL 245/60R18 Available $ 241.87 $ 125.77 $ - 157042620 Light Truck Goodyear Wrangler)Fortitude HT 265f7OR17 115T SL WRL FORTITUDE HT OWLTL 265f7OR17 Available $ 216.75 $ 112.71 $ - 157042622 Light Truck Goodyear Wrangler)Fortitude HT 265f7OR17 115T SL WRL FORTITUDE HT BSWTL 265f7OR17 Available $ 215.81 $ 112.22 $ - 157043622 Light Truck Goodyear Wrangler)Fortitude HT 235f7OR16 106T SL WRL FORTITUDE HT BSLTL 235f7OR16 Available $ 210.87 $ 109.65 $ - 157045622 Light Truck Goodyear Wrangler)Fortitude HT 265f7OR16 112T SL WRL FORTITUDE HT BSLTL 265f7OR16 Available $ 181.27 $ 94.26 $ - 157051620 Light Truck Goodyear Wrangler)Fortitude HT P265/65R18 112T SL WRL FORTITUDE HT OWL P265/65R18 Available $ 266.38 $ 138.52 $ - 157051622 Light Truck Goodyear Wrangler)Fortitude HT P265/65R18 112T SL WRL FORTITUDE HT TL P265/65R18 Available $ 244.58 $ 127.18 $ - 157057620 Light Truck Goodyear Wrangler)Fortitude HT 265f75R16 116T SL WRL FORTITUDE HT OWLTL 265f75R16 Available $ 241.65 $ 125.66 $ - 157059620 Light Truck Goodyear Wrangler)Fortitude HT 245f75R16 111T SL WRL FORTITUDE HT OWLTL 245f75R16 Available $ 213.00 $ 110.76 $ - 157060620 Light Truck Goodyear Wrangler)Fortitude HT 245f7OR17 110T SL WRL FORTITUDE HT OWLTL 245f7OR17 Discontinued $ 232.36 $ 120.83 $ - 157061620 Light Truck Goodyear Wrangler)Fortitude HT 265/65R17 112T SL WRL FORTITUDE HT OWLTL 265/65R17 Available $ 288.69 $ 150.12 $ - 157066620 Light Truck Goodyear Wrangler)Fortitude HT 275/65R18 116T SL WRL FORTITUDE HT OWLTL 275/65R18 Available $ 244.15 $ 126.96 $ - 157066708 Light Truck Goodyear Wrangler)Fortitude HT 275/65R18 116T SL WRL FORTITUDE HT VSBTL 275/65R18 Available $ 313.15 $ 162.84 $ - 157067620 Light Truck Goodyear Wrangler)Fortitude HT 255f7OR17 112T SL WRL FORTITUDE HT OWLTL 255f7OR17 Available $ 248.33 $ 129.13 $ - 157068622 Light Truck Goodyear Wrangler)Fortitude HT 265/65R18 114T SL WRL FORTITUDE HT BSLTL 265/65R18 Available $ 245.58 $ 127.70 $ - 157069622 Light Truck Goodyear Wrangler)Fortitude HT 255/65R17 110T SL WRL FORTITUDE HT BSLTL 255/65R17 Available $ 188.17 $ 97.85 $ - 157070620 Light Truck Goodyear Wrangler)Fortitude HT 265f7OR18 116T SL WRL FORTITUDE HT OWLTL 265f7OR18 Available $ 274.52 $ 142.75 $ - 157076622 Light Truck Goodyear Wrangler)Fortitude HT 265/60R18 110T SL WRL FORTITUDE HT BSLTL 265/60R18 Available $ 207.25 $ 107.77 $ - 157078622 Light Truck Goodyear Wrangler)Fortitude HT 235f7OR17109T XL WRL FORTITUDE HT BSLTL 235f7OR17 Available $ 242.25 $ 125.97 $ - 157081620 Light Truck GoodyearIranglerl rangler)Fortitude HT 275/65R18 116T SL WRL FORTITUDE HT OWLTL 275/65R18 Available $ 319.56 $ 166.17 $ - 157088622 Light Truck Goodyearrangler)Fortitude HT 255/65R18 111T SL WRL FORTITUDE HT BSLTL 255/65R18 Available $ 258.44 $ 134.39 $ - 157089622 Light Truck Goodyear Fortitude HT 235f75R17 109T SL WRL FORTITUDE HT BSLTL 235f75R17 Available $ 232.83 $ 121.07 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ forthe latest pricing information. 13 of 52 Page 488 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 157142620 Light Truck Goodyear Wrangler)Fortitude HT 235f75R15 105T SL WRL FORTITUDE HT OWLTL 235f75R15 Discontinued $ 175.62 $ 91.32 $ - 157142622 Light Truck Goodyear Wrangler)Fortitude HT 235f75R15 105T SL WRL FORTITUDE HT BSLTL 235f75R15 Available $ 190.83 $ 99.23 $ - 157144620 Light Truck Goodyear Wrangler)Fortitude HT 225f75R16 104T SL WRL FORTITUDE HT OWLTL 225f75R16 Available $ 207.92 $ 108.12 $ - 157145622 Light Truck Goodyear Wrangler)Fortitude HT 235f75R16112T XL WRL FORTITUDE HT BSLTL 235f75R16 Available $ 215.38 $ 112.00 $ - 157172620 Light Truck Goodyear Wrangler)Fortitude HT 245f70R17 110T SL WRL FORTITUDE HT OWLTL 245f70R17 Available $ 243.23 $ 126.48 $ - 157174620 Light Truck Goodyear lWranglerl Fortitude HT 255f70R18 113T SL WRL FORTITUDE HT OWLTL 255f70R18 Available $ 269.71 $ 140.25 $ - 157176622 Light Truck Goodyear Wrangled Fortitude HT 285/45R22 114H XL WRL FORTITUDE HT BSWTL 285/45R22 Available $ 295.02 $ 153.41 $ - 157179620 Light Truck Goodyear Wrangled Fortitude HT 265/65R18 114T SL WRL FORTITUDE HT OWLTL 265/65R18 Available $ 253.87 $ 132.01 $ - 157592622 Light Truck Goodyear Wrangled Fortitude HT 245/65R17 107T SL WRL FORTITUDE HT BSLTL 245/65R17 Available $ 233.33 $ 121.33 $ - 157762620 Light Truck Goodyear Wrangled Fortitude HT 245f70R16 107T SL WRL FORTITUDE HT OWLTL 245f70R16 Available $ 233.75 $ 121.55 $ - 157996622 Light Truck Goodyear Wrangled Fortitude HT 235/65R17 104T SL WRL FORTITUDE HT BSLTL 235/65R17 Available $ 219.31 $ 114.04 $ - 179014436 Light Truck Goodyear Wrangler SR-A LT265f70R18 124/121S E WRL SR-A VSBTL LT265f70R18 Discontinued $ 324.44 $ 168.71 $ 0.19 179020436 Light Truck Goodyear Wrangler SR-A LT265/60R20 121/118S E WRL SR-A VSBTL LT265/60R20 Available $ 269.71 $ 140.25 $ - 179029492 Light Truck Goodyear Wrangler SR-A LT275/65R18 123/120Q E WRL SR-A OWLTL LT275/65R18 Available $ 340.69 $ 177.16 $ - 179040436 Light Truck Goodyear Wrangler SR-A LT265f70R18 124/121S E WRL SR-A VSBTL LT265f70R18 Available $ 315.77 $ 164.20 $ 0.19 179071217 Light Truck Goodyear Wrangler SR-A LT305/60R20 118S D WRL SR-A BSLTL LT305/60R20 Discontinued $ 369.81 $ 192.30 $ - 179136418 Light Truck Goodyear Wrangler SR-A LT235/80R17 120/117R E WRL SR-A OWLTL LT235/80R17 Discontinued $ 315.72 $ 164.17 $ - 179136436 Light Truck Goodyear Wrangler SR-A LT235/80R17 120/117R E WRL SR-A VSBTL LT235/80R17 Available $ 264.81 $ 137.70 $ - 179209436 Light Truck Goodyear Wrangler SR-A LT265/60R20 121/118S WRL SR-A GM SPECIAL LT265/60R20 Discontinued $ 281.90 $ 146.59 $ - 179469492 Light Truck Goodyear Wrangler SR-A LT245f70R17 119/116R E WRL SR-A OWLTL LT245f70R17 Available $ 239.31 $ 124.44 $ - 179469622 Light Truck Goodyear Wrangled Fortitude HT LT245f70R17119R E WRL FORTITUDE HT TL LT245f70R17 Available $ 327.44 $ 170.27 $ - 179510492 Light Truck Goodyear Wrangler SR-A 31-1050R1 51-T 109R C WRANGLER SR-A OWLTL 31-1050R15LT Discontinued $ 220.55 $ 114.69 $ - 179535492 Light Truck Goodyear Wrangler SR-A LT265f70R17 121/118R E WRL SR-A OWLTL LT265f70R17 Available $ 305.25 $ 158.73 $ - 179535620 Light Truck Goodyear Wrangled Fortitude HT LT265f70R17121R E WRL FORTITUDE HT TL LT265f70R17 Available $ 288.35 $ 149.94 $ - 179585492 Light Truck Goodyear Wrangler SR-A LT285f75R16 126/123R E WRL SR-A OWL TL LT285f75R16 Discontinued $ 300.55 $ 156.29 $ 2.36 179636492 Light Truck Goodyear Wrangler SR-A LT245f75R17 121/118R E WRL SR-A OWLTL LT245f75R17 Available $ 255.00 $ 132.60 $ - 179646492 Light Truck Goodyear Wrangler SR-A LT275f70R18 125/122R E WRL SR-A OWL TL LT275f70R18 Discontinued $ 330.23 $ 171.72 $ 1.32 179696217 Light Truck Goodyear Wrangler SR-A LT265f70R17 121/118S E WRL SR-A BSLTL LT265f70R17 Available $ 300.12 $ 156.06 $ - 179745217 Light Truck Goodyear Wrangler SR-A LT235/85R16 120/116R E WRL SR-A BSLTL LT235/85R16 Available $ 275.13 $ 143.07 $ - 179746492 Light Truck Goodyear Wrangler SR-A LT265f75R16 123/120R E WRL SR-A OWLTL LT265f75R16 Available $ 276.29 $ 143.67 $ - 179746620 Light Truck Goodyear Wrangled Fortitude HT LT265f75R16123R E WRL FORTITUDE HT TL LT265f75R16 Available $ 274.42 $ 142.70 $ - 179747217 Light Truck Goodyear Wrangler SR-A LT245f75R16 120/116R E WRL SR-A BSL TL LT245f75R16 Available $ 237.35 $ 123.42 $ - 179747492 Light Truck Goodyear Wrangler SR-A LT245f75R16 120/116R E WRL SR-A OWLTL LT245f75R16 Discontinued $ 277.88 $ 144.50 $ - 179747622 Light Truck Goodyear Wrangled Fortitude HT LT245f75R16120R E WRL FORTITUDE HT TL LT245f75R16 Available $ 246.37 $ 128.11 $ - 179748217 Light Truck Goodyear Wrangler SR-A LT225f75R16 115/112R E WRL SR-A BSL TL LT225f75R16 Available $ 237.35 $ 123.42 $ - 179748622 Light Truck Goodyear Wrangled Fortitude HT LT225f75R16115R E WRL FORTITUDE HT TL LT225f75R16 Available $ 239.31 $ 124.44 $ - 179751217 Light Truck Goodyear Wrangler SR-A LT215/85R16 115/112P E WRL SR-A BSL TL LT215/85R16 Available $ 236.67 $ 123.07 $ - 183001436 Light Truck Goodyear Wrangler SR-A 245/60R18 105T SL WRL SR-A VSB TL 245/60R18 Discontinued $ 263.01 $ 136.77 $ - 183017418 Light Truck Goodyear Wrangler SR-A P225f75R16 104S SL WRL SR-A OWL TL P225f75R16 Available $ 203.90 $ 106.03 $ - 183021436 Light Truck Goodyear Wrangler SR-A 215f70R16 100S SL WRL SR-A VSB TL 215f70R16 Available $ 168.31 $ 87.52 $ - 183025418 Light Truck Goodyear Wrangler SR-A P215f75R15 100S S2 WRL SR-A OWL TL P215f75R15 Available $ 168.23 $ 87.48 $ - 183050418 Light Truck Goodyear Wrangler SR-A P265f70R15 110S S2 WRL SR-A OWL TL P265f70R15 Discontinued $ 221.73 $ 115.30 $ - 183051217 Light Truck Goodyear Wrangler SR-A P265/65R18 112T SL WRL SR-A BSL TL P265/65R18 Available $ 255.00 $ 132.60 $ - 183051492 Light Truck Goodyear Wrangler SR-A P265/65R18 112T SL WRL SR-A OWL TL P265/65R18 Available $ 263.15 $ 136.84 $ - 183051676 Light Truck Goodyear Wrangler SR-A P265/65R18 112T SL WRL SR-A GM SPECIAL P265/65R18 Discontinued $ 292.25 $ 151.97 $ - 183054418 Light Truck Goodyear Wrangler SR-A 225f70R16 103T SL WRL SR-A OWL TL 225f70R16 Discontinued $ 179.26 $ 93.22 $ - 183055418 Light Truck Goodyear Wrangler SR-A P265/65R18 112S SL WRL SR-A OWL TL P265/65R18 Discontinued $ 294.50 $ 153.14 $ - 183064418 Light Truck Goodyear Wrangler SR-A P225f75R15 102S S2 WRL SR-A OWL TL P225f75R15 Available $ 175.94 $ 91.49 $ - 183102217 Light Truck Goodyear Wrangler SR-A P275/55R20 111S SL WRL SR-A BSL TL P275/55R20 Available $ 211.65 $ 110.06 $ - 183105418 Light Truck Goodyear Wrangler SR-A P235/65R17 103S S2 WRL SR-A OWL TL P235/65R17 Available $ 209.04 $ 108.70 $ - 183106418 Light Truck Goodyear Wrangler SR-A P265f70R17113R S2 WRL SR-AOWL TL P265f70R17 Available $ 217.73 $ 113.22 $ - 183106436 Light Truck Goodyear Wrangler SR-A P265f70R17 113R S2 WRL SR-A VSB TL P265f70R17 Available $ 213.12 $ 110.82 $ - 183107418 Light Truck Goodyear Wrangler SR-A P255f75R17 113S S2 WRL SR-A OWL TL P255f75R17 Available $ 236.63 $ 123.05 $ - 183114470 Light Truck Goodyear Wrangler SR-A P245f70R17 108S S2 WRL SR-A C VSB TL P245f70R17 Available $ 230.10 $ 119.65 $ - 183212418 Light Truck Goodyear Wrangler SR-A P265f70R16 111S S2 WRL SR-A OWL TL P265f70R16 Available $ 236.81 $ 123.14 $ - 183217418 Light Truck Goodyear Wrangler SR-A P245f75R16 109S S2 WRL SR-A OWL TL P245f75R16 Available $ 198.65 $ 103.30 $ - 183217436 Light Truck Goodyear Wrangler SR-A P245f75R16 109S S2 WRL SR-A VSB TL P245f75R16 Discontinued $ 219.70 $ 114.24 $ - 183284418 Light Truck Goodyear Wrangler SR-A P245/65R17 105S S2 WRL SR-A OWL TL P245/65R17 Available $ 223.65 $ 116.30 $ - 183293436 Light Truck Goodyear Wrangler SR-A P245f70R16 106S S2 WRL SR-A VSB TL P245f70R16 Available $ 197.33 $ 102.61 $ - 183332418 Light Truck Goodyear Wrangler SR-A P235f75R15 108S S2 WRL SR-A OWL TL P235f75R15 Discontinued $ 201.84 $ 104.96 $ - 183406418 Light Truck Goodyear Wrangler SR-A P235f75R15 105S S2 WRL SR-A OWL TL P235f75R15 Available $ 167.06 $ 86.87 $ - 183407418 Light Truck Goodyear Wrangler SR-A P235f70R16 104S S2 WRL SR-A OWL TL P235f70R16 Available $ 206.54 $ 107.40 $ - 183408418 Light Truck Goodyear Wrangler SR-A P235f70R15 102S S2 WRL SR-A OWL TL P235f70R15 Available $ 171.00 $ 88.92 $ - 183482418 Light Truck Goodyear Wrangler SR-A P225f70R15 100S S2 WRL SR-A OWL TL P225f70R15 Available $ 168.31 $ 87.52 $ - 183487418 Light Truck Goodyear Wrangler SR-A P265f70R18 114S S2 WRL SR-A OWL TL P265f70R18 Available $ 274.98 $ 142.99 $ - 183519436 Light Truck Goodyear Wrangler SR-A P265/60R18 109S S2 WRL SR-A VSB TL P265/60R18 Discontinued $ 246.87 $ 128.37 $ - 183519492 Light Truck Goodyear Wrangler SR-A P265/60R18 109S S2 WRL SR-A OWL TL P265/60R18 Discontinued $ 235.44 $ 122.43 $ - 183538418 Light Truck Goodyear Wrangler SR-A P275/65R18114T SL WRL SR-AOWL TL P275/65R18 Available $ 281.77 $ 146.52 $ - 183539418 Light Truck Goodyear Wrangler SR-A P235f75R17 108S SL WRL SR-A OWL TL P235f75R17 Available $ 244.58 $ 127.18 $ - 183540418 Light Truck Goodyear Wrangler SR-A P255f70R17 110S SL WRL SR-A OWL TL P255f70R17 Available $ 227.60 $ 118.35 $ - 183558418 Light Truck Goodyear Wrangler SR-A P265/60R18109T S2 WRL SR-AOWL TL P265/60R18 Discontinued $ 283.56 $ 147.45 $ - 183558436 Light Truck Goodyear Wrangler SR-A P265/60R18 109T S2 WRL SR-A VSB TL P265/60R18 Available $ 170.88 $ 88.86 $ - 183579418 Light Truck Goodyear Wrangler SR-A P255/65R17 108S SL WRL SR-A OWL TL P255/65R17 Available $ 211.53 $ 110.00 $ - 183597418 Light Truck Goodyear Wrangler SR-A P245f70R16 106S S2 WRL SR-A OWL TL P245f70R16 Available $ 202.73 $ 105.42 $ - 183601418 Light Truck Goodyear Wrangler SR-A P255f70R16 109S S2 WRL SR-A OWL TL P255f70R16 Available $ 214.44 $ 111.51 $ - 183602436 Light Truck Goodyear Wrangler SR-A P265/65R17 110S S2 WRL SR-A VSB TL P265/65R17 Available $ 251.29 $ 130.67 $ - 183612418 Light Truck Goodyear Wrangler SR-A P255f70R18112T SL WRL SR-AOWL TL P255f70R18 Available $ 286.89 $ 149.18 $ - 183650470 Light Truck Goodyear Wrangler SR-A P275/55R20 111 H SL WRL SR-A SL VSB TL P275/55R20 Discontinued $ 310.00 $ 161.20 $ - 183675436 Light Truck Goodyear Wrangler SR-A P265/50R20 106S SL WRL SR-A VSB TL P265/50R20 Available $ 298.54 $ 155.24 $ - 183678418 Light Truck Goodyear Wrangler SR-A P215/65R17 98S S2 WRL SR-A OWL TL P215/65R17 Available $ 148.92 $ 77.44 $ - 183680418 Light Truck Goodyear Wrangler SR-A P235f75R16 109S XL WRL SR-A OWL TL P235175R16 Available $ 214.44 $ 111.51 $ - 183753418 Light Truck lGoodyear lWrangler SR-A 1P265f75R15 112S S2 WRL SR-A OWL TL P265f75R15 Available $ 223.65 $ 116.30 $ - 183783418 Light Truck lGoodyear lWrangler SR-A 1P235f70R17 108S SL WRL SR-A OWL TL P235f70R17 Available $ 260.50 $ 135.46 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 14 of 52 Page 489 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 183857418 Light Truck Goodyear Wrangler SR-A P265f75R16114S S2 WRL SR-A OWL TL P265f75R16 Available $ 218.02 $ 113.37 $ - 183934436 Light Truck Goodyear Wrangler SR-A P275/60R20 114S S2 WRL SR-A VSB TL P275/60R20 Available $ 214.31 $ 111.44 $ - 183934470 Light Truck Goodyear Wrangler SR-A P275/60R20 114S SL WRL SR-A SL VSB TL P275/60R20 Available $ 192.52 $ 100.11 $ - 183934492 Light Truck Goodyear Wrangler SR-A P275/60R20 114S SL WRL SR-A OWL TL P275/60R20 Available $ 214.29 $ 111.43 $ - 183952418 Light Truck Goodyear Wrangler SR-A P265/65R17110SS2WRLSR-AOWL TL P265/65R17 Discontinued $ 275.88 $ 143.46 $ - 183987418 Light Truck Goodyear Wrangler SR-A P255/65R16106S S2 WRL SR-A OWL TL P255/65R16 Available $ 219.80 $ 114.30 $ - 268289372 Light Truck Goodyear Eagle UG ICE WRT LT265f70R17 121Q E ULTRA GRIP ICE WRT TL LT265f70R17 Available $ 341.44 $ 177.55 $ - 268290372 Light Truck Goodyear Eagle UG ICE WRT LT245f75R17 121Q E ULTRA GRIP ICE WRT TL LT245f75R17 Available $ 310.69 $ 161.56 $ - 268598372 Light Truck Goodyear Eagle UG ICE WRT 1245f70R17 119Q E ULTRA GRIP ICE WRT TL LT245f70R17 Available $ 320.81 $ 166.82 $ - 268600372 Light Truck Goodyear Eagle UG ICE WRT LT275f70R18 125Q E ULTRA GRIP ICE WRT TL LT275f70R18 Available $ 358.88 $ 186.62 $ 1.32 268607372 Light Truck Goodyear Eagle UG ICE WRT LT245f75R16 120Q E ULTRA GRIP ICE WRT TL LT245f75R16 Available $ 300.00 $ 156.00 $ - 268610372 Light Truck Goodyear Eagle UG ICE WRT LT265f75R16 123Q E ULTRA GRIP ICE WRT TL LT265f75R16 Available $ 311.38 $ 161.92 $ - 312004027 Light Truck Goodyear Wrangler DuraTrac LT265/75R16 E 123/120Q WRL DURATRAC TL LT265f75R16 Discontinued $ 327.56 $ 170.33 $ - 312005027 Light Truck Goodyear Wrangler DuraTrac LT285/75R16 126/123P E WRL DURATRAC TL LT285f75R16 Discontinued $ 366.81 $ 190.74 $ 2.36 312007027 Light Truck Goodyear Wrangler DuraTrac 31X10.50R15LT 109Q C WRL DURATRAC TL 31X10.50R15LT Available $ 277.15 $ 144.12 $ - 312008027 Light Truck Goodyear Wrangler DuraTrac LT235/75R15104/101Q C WRL DURATRAC TL LT235f75R15 Available $ 257.79 $ 134.05 $ - 312009142 Light Truck Goodyear Wrangler DuraTrac LT225/75R16115/112Q E WRL DURATRAC TL LT225f75R16 Available $ 307.04 $ 159.66 $ - 312010142 Light Truck Goodyear Wrangler DuraTrac LT215/85R16115/112Q E WRL DURATRAC TL LT215/85R16 Available $ 280.13 $ 145.67 $ - 312011142 Light Truck Goodyear Wrangler DuraTrac LT275/65R18123/120Q E WRL DURATRAC TL LT275/65R18 Available $ 396.35 $ 206.10 $ - 312012142 Light Truck Goodyear Wrangler DuraTrac LT275/70R18125/122Q E WRL DURATRAC TL LT275f70R18 Available $ 388.94 $ 202.25 $ 1.32 312013142 Light Truck Goodyear Wrangler DuraTrac LT315/75R16127/124Q E WRL DURATRAC TL LT315f75R16 Available $ 378.48 $ 196.81 $ 3.40 312014142 Light Truck Goodyear Wrangler DuraTrac LT265/70R17121/118Q E WRL DURATRAC TL LT265f70R17 Available $ 375.08 $ 195.04 $ - 312015027 Light Truck Goodyear Wrangler DuraTrac LT285/70R17121/118Q D WRL DURATRAC TL LT285f70R17 Available $ 387.42 $ 201.46 $ - 312016142 Light Truck Goodyear Wrangler DuraTrac LT325/65R18127/124Q E WRL DURATRAC TL LT325/65R18 Available $ 543.27 $ 282.50 $ 3.40 312017027 Light Truck Goodyear Wrangler DuraTrac LT245/75R16108/104Q C WRL DURATRAC TL LT245f75R16 Available $ 277.15 $ 144.12 $ - 312018027 Light Truck Goodyear Wrangler DuraTrac LT265/75R16112/109Q C WRL DURATRAC TL LT265f75R16 Available $ 277.15 $ 144.12 $ - 312019027 Light Truck Goodyear Wrangler DuraTrac LT265/70R17112/109Q C WRL DURATRAC TL LT265f70R17 Available $ 351.65 $ 182.86 $ - 312020027 Light Truck Goodyear Wrangler DuraTrac 33X12.50R15LT 108Q C WRL DURATRAC TL 33X12.50R15LT Available $ 334.96 $ 174.18 $ - 312021142 Light Truck Goodyear Wrangler DuraTrac LT235/85R16120/116Q E WRL DURATRAC TL LT235/85R16 Discontinued $ 285.00 $ 148.20 $ - 312022142 Light Truck Goodyear Wrangler DuraTrac LT245/70R17119/116Q E WRL DURATRAC TL LT245f70R17 Available $ 321.85 $ 167.36 $ - 312023027 Light Truck Goodyear Wrangler DuraTrac LT245/75R17121/118Q E WRL DURATRAC TL LT245f75R17 Available $ 327.58 $ 170.34 $ - 312024142 Light Truck Goodyear Wrangler DuraTrac LT295/65R18127/124Q E WRL DURATRAC TL LT295/65R18 Available $ 486.10 $ 252.77 $ 3.40 312025142 Light Truck Goodyear Wrangler DuraTrac LT275/65R20 126/123Q E WRL DURATRAC TL LT275/65R20 Available $ 496.77 $ 258.32 $ 2.36 312028142 Light Truck Goodyear Wrangler DuraTrac LT285/60R20 125/122Q E WRL DURATRAC TL LT285/60R20 Available $ 533.33 $ 277.33 $ 1.32 312029142 Light Truck Goodyear Wrangler DuraTrac LT325/60R20 126Q E WRL DURATRAC TL LT325/60R20 Available $ 660.63 $ 343.53 $ 2.36 312030142 Light Truck Goodyear Wrangler DuraTrac LT305/55R20 121/118Q E WRL DURATRAC TL LT305/55R20 Available $ 572.23 $ 297.56 $ - 312031142 Light Truck Goodyear Wrangler DuraTrac LT315/70R17121/118Q D WRL DURATRAC TL LT315f70R17 Available $ 455.96 $ 237.10 $ - 312032142 Light Truck Goodyear Wrangler DuraTrac LT235/80R17 120/117Q E WRL DURATRAC BSL LT235/80R17 Available $ 342.69 $ 178.20 $ - 312033142 Light Truck Goodyear Wrangler DuraTrac LT305/70R16124/121Q E WRL DURATRAC BSL LT305f70R16 Discontinued $ 358.56 $ 186.45 $ 0.19 312034142 Light Truck Goodyear Wrangler DuraTrac LT265/75R16 123/120P E WRL DURATRAC BSL LT265f75R16 Available $ 293.54 $ 152.64 $ - 312035027 Light Truck Goodyear Wrangler DuraTrac LT285/75R16 126/123P E WRL DURATRAC TL LT285f75R16 Discontinued $ 366.81 $ 190.74 $ 2.36 312035142 Light Truck Goodyear Wrangler DuraTrac LT285/75R16 126/123P E WRL DURATRAC BSL LT285f75R16 Available $ 329.31 $ 171.24 $ 2.36 312036142 Light Truck Goodyear Wrangler DuraTrac LT235/85R16120/116Q E WRL DURATRAC TL LT235/85R16 Available $ 292.06 $ 151.87 $ - 312037142 Light Truck Goodyear Wrangler DuraTrac LT305/70R16124/121Q E WRL DURATRAC BSL LT305f70R16 Discontinued $ 358.56 $ 186.45 $ 0.19 312050142 Light Truck Goodyear Wrangler DuraTrac LT275/65R18 123Q E WRL DURATRAC BSL TL LT275/65R18 Discontinued $ 384.81 $ 200.10 $ - 312052027 Light Truck Goodyear Wrangler DuraTrac LT285/70R17121Q E WRL DURATRAC OWL TL LT285f70R17 Available $ 355.73 $ 184.98 $ - 312053142 Light Truck Goodyear Wrangler DuraTrac LT295/70R17 121Q E WRL DURATRAC BSL TL LT295f70R17 Available $ 411.31 $ 213.88 $ - 312054142 Light Truck Goodyear Wrangler DuraTrac 35X12.50R17LT 121Q E WRL DURATRAC BSL TL 35X12.50R17LT Available $ 395.25 $ 205.53 $ - 312055027 Light Truck Goodyear Wrangler DuraTrac LT285/65R18 121Q D WRL DURATRAC OWL TL LT285/65R18 Available $ 391.10 $ 203.37 $ - 312058027 Light Truck Goodyear Wrangler DuraTrac LT285/65R18 125Q E WRL DURATRAC OWL TL LT285/65R18 Available $ 418.06 $ 217.39 $ 1.32 312059142 Light Truck Goodyear Wrangler DuraTrac LT285/75R18 129Q E WRL DURATRAC BSL TL LT285f75R18 Available $ 438.29 $ 227.91 $ 5.48 312060142 Light Truck Goodyear Wrangler DuraTrac 35X12.50R18LT 118Q D WRL DURATRAC BSL TL 35X12.50R18LT Available $ 458.52 $ 238.43 $ - 312061142 Light Truck Goodyear Wrangler DuraTrac 35X12.50R18LT 123Q E WRL DURATRAC BSL TL 35X12.50R18LT Available $ 474.69 $ 246.84 $ - 312063142 Light Truck Goodyear Wrangler DuraTrac 35X12.50R20LT 121Q E WRL DURATRAC BSL TL 35X12.50R20LT Available $ 485.48 $ 252.45 $ - 312064142 Light Truck Goodyear Wrangler DuraTrac 33X12.50R20LT 114Q E WRL DURATRAC BSL TL 33X12.50R20LT Available $ 472.00 $ 245.44 $ - 312065027 Light Truck Goodyear Wrangler DuraTrac LT275/70R18125R E WRL DURATRAC OWL TL LT275f70R18 Available $ 393.54 $ 204.64 $ 1.32 312067142 Light Truck Goodyear Wrangler DuraTrac LT275/65R18 113Q C WRL DURATRAC BSL TL LT275/65R18 Available $ 374.90 $ 194.95 $ - 312249027 Light Truck Goodyear Wrangler DuraTrac LT245/75R16120/116Q E WRL DURATRAC OWL LT245f75R16 Available $ 292.06 $ 151.87 $ - 357011294 Light Truck Goodyear Fierce Attitude M/T LT275/65R20 126Q E FIERCE ATTITUDE M/T LT275/65R20 Available $ 407.17 $ 211.73 $ 2.36 357012294 Light Truck Goodyear Fierce Attitude M/T LT285/60R20 125Q E FIERCE ATTITUDE M/T LT285/60R20 Available $ 447.88 $ 232.90 $ 1.32 357013294 Light Truck Goodyear Fierce Attitude M/T 35X12.50R20LT 121Q E FIERCE ATTITUDE M/T 35X12.50R20LT Available $ 453.31 $ 235.72 $ - 357014294 Light Truck Goodyear Fierce Attitude M/T 35X12.50R18LT 123Q E FIERCE ATTITUDE M/T 35X12.50R18LT Available $ 447.88 $ 232.90 $ - 357129294 Light Truck Goodyear Fierce Attitude M/T LT305f70R16 124P E FIERCE ATTITUDE M/T BSL LT305f70R16 Discontinued $ 327.63 $ 170.37 $ 0.19 357194294 Light Truck Goodyear Fierce Attitude M/T LT315f75R16 127P E FIERCE ATTITUDE M/T BSL LT315f75R16 Available $ 394.67 $ 205.23 $ 3.40 357328294 Light Truck Goodyear Fierce Attitude M/T LT235/85R16 120P E FIERCE ATTITUDE M/T BSL LT235/85R16 Available $ 270.37 $ 140.59 $ - 357334294 Light Truck Goodyear Fierce Attitude M/T LT265f75R16 123P E FIERCE ATTITUDE M/T BSL LT265f75R16 Available $ 297.77 $ 154.84 $ - 357351294 Light Truck Goodyear Fierce Attitude M/T 35X12.50R17LT 119P D FIERCE ATTITUDEM/T BSL 35X12.50R17LT Available $ 403.23 $ 209.68 $ - 357368294 Light Truck Goodyear Fierce Attitude M/T LT265f70R17 121 P E FIERCE ATTITUDE M/T BSL LT265f70R17 Available $ 329.83 $ 171.51 $ - 357379294 Light Truck Goodyear Fierce Attitude M/T LT275f70R18 125/122P E ATTITUDE M/T TL LT275f70R18 Available $ 372.08 $ 193.48 $ 1.32 357435295 Light Truck Goodyear Fierce Attitude M/T LT285f70R17 121 P D FIERCE ATTITUDE M/T OWL LT285f70R17 Available $ 354.13 $ 184.15 $ - 357442088 Light Truck Goodyear Fierce Attitude M/T LT275/65R18 123P E FIERCE ATTITUDE M/T BSW LT275/65R18 Available $ 401.38 $ 208.72 $ - 357523294 Light Truck Goodyear Fierce Attitude M/T LT325/65R18 127P E FIERCE ATTITUDE M/T BSL LT325/65R18 Available $ 474.92 $ 246.96 $ 3.40 357584294 Light Truck Goodyear Fierce Attitude M/T LT285f75R16 126P E FIERCE ATTITUDE M/T BSL LT285f75R16 Available $ 359.40 $ 186.89 $ 2.36 357797294 Light Truck Goodyear Fierce Attitude M/T LT245f75R16 120P E FIERCE ATTITUDE M/T BSL LT245f75R16 Available $ 301.88 $ 156.98 $ - 357814294 Light Truck Goodyear Fierce Attitude M/T LT225f75R16 115P E FIERCE ATTITUDE M/T BSL LT225f75R16 Available $ 266.62 $ 138.64 $ - 403105174 Light Truck Goodyear Wrangler HP P235/65R17103S S2 WRL HP VSBRPTL P235/65R17 Available $ 305.73 $ 158.98 $ - 403113174 Light Truck Goodyear Wrangler HP P215f70R16 99S S2 WRL HP VSBRPTL P215f70R16 Available $ 259.49 $ 134.93 $ - 403207174 Light Truck Goodyear Wrangler HP P215f70R16 99H S2 WRL HP VSBRPTL P215f70R16 Available $ 240.10 $ 124.85 $ - 403422171 Light Truck Goodyear Wrangler HP P265f70R17113S S2 WRL HP VSBRPTL P265f70R17 Available $ 308.61 $ 160.48 $ - 403422658 Light Truck Goodyear Wrangler HP P265f70R17113S S2 WRL HP BSLRPTL P265f70R17 Available $ 260.43 $ 135.42 $ - 403934169 Light Truck Goodyear Wrangler HP P275/60R20114S S2 WRL HP OWLRPTL P275/60R20 Available $ 286.40 $ 148.93 $ - 403934174 Light Truck Goodyear Wrangler HP P275/60R20114S S2 WRL HP VSBRPTL P275/60R20 Available $ 283.81 $ 147.58 $ - 410422176Light Truck lGoodyear lWrangler AT/S P265f70R17113SS2WRLAT/S OWL TL P265f70R17 I Available $ 235.69 $ 122.56 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 15 of 52 Page 490 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 410422177 Light Truck Goodyear Wrangler AT/S P265FOR17 113S S2 WRL AT/S BSL TL P265FOR17 Available $ 227.60 $ 118.35 $ - 411154177 Light Truck Goodyear Wrangler AT/S LT215f75R15106/103S D WRL AT/S BSLRPTL LT215f75R15 Available $ 278.87 $ 145.01 $ - 411303176 Light Truck Goodyear Wrangler AT/S LT275/65R20 E 1265 WRL AT/S OWL TL LT275/65R20 Available $ 459.62 $ 239.00 $ 2.36 411958176 Light Truck Goodyear Wrangler AT/S LT275/65R18CWRLAT/S OWL TL LT275/65R18 Available $ 334.17 $ 173.77 $ - 723121631 Light Truck Goodyear Radial LS(Limo) LT235/60R17 E RADIAL LS TL LT235/60R17 Available $ 446.25 $ 232.05 $ - 724857519 Light Truck Goodyear Endurance Trailer ST225f75R15 117N LR-E ENDURANCE BSW TL ST225f75R15 Available $ 199.92 $ 103.96 $ - 724858519 Light Truck Goodyear Endurance Trailer ST235/80R16 123N LR-E ENDURANCE BSW TL ST235/80R16 Available $ 245.83 $ 127.83 $ - 724860519 Light Truck Goodyear Endurance Trailer ST235/85R16 125N LR-E ENDURANCE BSW TL ST235/85R16 Available $ 226.77 $ 117.92 $ 1.32 724861519 Light Truck Goodyear Endurance Trailer ST205f75R15 107N LR-D ENDURANCE BSW TL ST205f75R15 Available $ 181.56 $ 94.41 $ - 724862519 Light Truck Goodyear Endurance Trailer ST255/85R16 129N LR-E ENDURANCE BSW TL ST255/85R16 Available $ 258.98 $ 134.67 $ 5.48 724864519 Light Truck Goodyear Endurance Trailer ST205f75R14 105N LR-D ENDURANCE BSW TL ST205f75R14 Available $ 178.50 $ 92.82 $ - 724865519 Light Truck Goodyear Endurance Trailer ST215f75R14 108N LR-D ENDURANCE BSW TL ST215f75R14 Available $ 180.54 $ 93.88 $ - 727018232 Light Truck Goodyear Wrangler HP Al Weather 255/55R19 11 1V WRL HP ALL WEATHER BLT TL 255/55R19 Available $ 489.58 $ 254.58 $ - 740036515Light Truck Goodyear Wrangler AT LT195f75R14CWRLAT HBW TL LT195f75R14 Available $ 302.69 $ 157.40 $ - 741022334Light Truck Goodyear Wrangler ArmorTrac P235f75R1 6 109T XL WRANGLER ARMORTRAC TL P235f75R16 Discontinued $ 201.00 $ 104.52 $ - 741042680 Light Truck Goodyear Wrangler Trailrunner A/T 265FOR17 115T SL WRL TRAILRUNNER A/T 265FOR17 Available $ 219.65 $ 114.22 $ - 741043680 Light Truck Goodyear Wrangler Trailrunner A/T 235FOR16 106T SL WRL TRAILRUNNER A/T 235FOR16 Available $ 195.50 $ 101.66 $ - 741045680 Light Truck Goodyear Wrangler Trailrunner A/T 265FOR16 112T SL WRL TRAILRUNNER A/T 265FOR16 Available $ 203.85 $ 106.00 $ - 741057680 Light Truck Goodyear Wrangler Trailrunner A/T 265f75R16 116T SL WRL TRAILRUNNER A/T 265f75R16 Available $ 199.44 $ 103.71 $ - 741060681 Light Truck Goodyear Wrangler Trailrunner A/T 245FOR17110T SL WRL TRAILRUNNER A/T 245FOR17 Available $ 218.98 $ 113.87 $ - 741061680 Light Truck Goodyear Wrangler Trailrunner A/T 265/65R17 112T SL WRL TRAILRUNNER A/T 265/65R17 Available $ 228.88 $ 119.02 $ - 741065681 Light Truck Goodyear Wrangler Trailrunner A/T 275/55R20 113T SL WRL TRAILRUNNER A/T 275/55R20 Available $ 264.29 $ 137.43 $ - 741066680 Light Truck Goodyear Wrangler Trailrunner A/T 275/65R18 116T SL WRL TRAILRUNNER A/T 275/65R18 Available $ 269.56 $ 140.17 $ - 741067680 Light Truck Goodyear Wrangler Trailrunner A/T 255FOR17 112T SL WRL TRAILRUNNER A/T 255FOR17 Available $ 221.96 $ 115.42 $ - 741068680 Light Truck Goodyear Wrangler Trailrunner A/T 265/65R18 114T SL WRL TRAILRUNNER A/T 265/65R18 Available $ 267.13 $ 138.91 $ - 741069680 Light Truck Goodyear Wrangler Trailrunner A/T 255/65R17 110T SL WRL TRAILRUNNER A/T 255/65R17 Discontinued $ 218.67 $ 113.71 $ - 741070680 Light Truck Goodyear Wrangler Trailrunner A/T 265FOR18 116T SL WRL TRAILRUNNER A/T 265FOR18 Available $ 248.52 $ 129.23 $ - 741073681 Light Truck Goodyear Wrangler Trailrunner A/T 275/60R20115T SL WRL TRAILRUNNER A/T 275/60R20 Available $ 288.62 $ 150.08 $ - 741074680 Light Truck Goodyear Wrangler Trailrunner A/T 255FOR18 113T SL WRL TRAILRUNNER A/T 255FOR18 Available $ 254.65 $ 132.42 $ - 741126680 Light Truck Goodyear Wrangler Trailrunner A/T 235f75R15 1055 SL WRL TRAILRUNNER A/T 235f75R15 Available $ 168.69 $ 87.72 $ - 741127680 Light Truck Goodyear Wrangler Trailrunner A/T 255FOR16 1115 SL WRL TRAILRUNNER A/T 255FOR16 Available $ 199.81 $ 103.90 $ - 741128680 Light Truck Goodyear Wrangler Trailrunner A/T 245f75R16 1115 SL WRL TRAILRUNNER A/T 245f75R16 Available $ 188.19 $ 97.86 $ - 741129680 Light Truck Goodyear Wrangler Trailrunner A/T 225f75R16 1045 SL WRL TRAILRUNNER A/T 225f75R16 Available $ 178.79 $ 92.97 $ - 741130680 Light Truck Goodyear Wrangler Trailrunner A/T 265/60R18 110T SL WRL TRAILRUNNER A/T 265/60R18 Available $ 259.88 $ 135.14 $ - 741131680 Light Truck Goodyear Wrangler Trailrunner A/T 225f75R15 102T SL WRL TRAILRUNNER A/T 225f75R15 Available $ 164.06 $ 85.31 $ - 741134681 Light Truck Goodyear Wrangler Trailrunner A/T 235FOR17109T XL WRL TRAILRUNNER A/T 235FOR17 Available $ 217.27 $ 112.98 $ - 741178681 Light Truck Goodyear Wrangler Trailrunner A/T 275/60R20115S SL WRL TRAILRUNR AT BSL 275/60R20 Available $ 258.92 $ 134.64 $ - 741490334 Light Truck Goodyear Wrangerl ArmorTrac P225f75R15 102T SL WRANGLER ARMORTRAC TL P225f75R15 Discontinued $ 167.63 $ 87.17 $ - 741492334 Light Truck Goodyear Wrangerl ArmorTrac P235FOR16 104T SL WRANGLER ARMORTRAC TL P235FOR16 Discontinued $ 222.54 $ 115.72 $ - 741494333 Light Truck Goodyear Wrangerl ArmorTrac P245/65R17 105T SL WRANGLER ARMORTRAC TL P245/65R17 Discontinued $ 232.66 $ 120.98 $ - 741495334 Light Truck Goodyear Wrangerl ArmorTrac P245FOR16 106T SL WRANGLER ARMORTRAC TL P245FOR16 Discontinued $ 208.09 $ 108.21 $ - 741496334 Light Truck Goodyear Wrangerl ArmorTrac P245f75R16 109T SL WRANGLER ARMORTRAC TL P245f75R16 Discontinued $ 206.65 $ 107.46 $ - 741500334 Light Truck Goodyear Wrangerl ArmorTrac P265FOR16 111T SL WRANGLER ARMORTRAC TL P265FOR16 Discontinued $ 219.65 $ 114.22 $ - 741501334 Light Truck Goodyear Wrangerl ArmorTrac P265FOR17 113T SL WRANGLER ARMORTRAC TL P265FOR17 Discontinued $ 252.89 $ 131.50 $ - 741503334 Light Truck Goodyear Wrangerl ArmorTrac P265f75R16 114T SL WRANGLER ARMORTRAC TL P265f75R16 Discontinued $ 203.76 $ 105.96 $ - 741507334 Light Truck Goodyear Wrangerl ArmorTrac P235f75R15108T XL WRANGLER ARMORTRAC TL P235f75R15 Discontinued $ 174.63 $ 90.81 $ - 741508333 Light Truck Goodyear Wrangerl ArmorTrac P245FOR17 108T SL WRANGLER ARMORTRAC TL P245FOR17 Discontinued $ 234.10 $ 121.73 $ - 741538334 Light Truck Goodyear Wrangerl ArmorTrac P275/65R18 114T SL WRANGLER ARMORTRAC TL P275/65R18 Available $ 303.96 $ 158.06 $ - 741558334 Light Truck Goodyear Wrangerl ArmorTrac P265/60R18 109T SL WRANGLER ARMORTRAC TL P265/60R18 Discontinued $ 245.66 $ 127.74 $ - 741592681 Light Truck Goodyear Wrangler Trailrunner A/T 245/65R17 107T SL WRL TRAILRUNNER A/T 245/65R17 Available $ 215.88 $ 112.26 $ - 741612334 Light Truck Goodyear Wrangerl ArmorTrac P255FOR18 112T SL WRANGLER ARMORTRAC TL P255FOR18 Discontinued $ 255.78 $ 133.01 $ - 741649334 Light Truck Goodyear Wrangerl ArmorTrac P275/60R20 114T SL WRANGLER ARMORTRAC TL P275/60R20 Available $ 322.98 $ 167.95 $ - 741734334 Light Truck Goodyear Wrangerl ArmorTrac P225FOR15 100T SL WRANGLER ARMORTRAC TL P225FOR15 Discontinued $ 179.19 $ 93.18 $ - 741762680 Light Truck Goodyear Wrangler Trailrunner A/T 245FOR16107S SL WRL TRAILRUNNER A/T 245FOR16 Available $ 195.75 $ 101.79 $ - 742014680 Light Truck Goodyear Wrangler Trailrunner A/T LT265FOR18 1245 E WRL TRAILRUNNER AT LT265FOR18 Available $ 299.69 $ 155.84 $ 0.19 742096680 Light Truck Goodyear Wrangler Trailrunner A/T LT285FOR17 121R E WRL TRAILRUNNER AT LT285FOR17 Available $ 295.23 $ 153.52 $ - 742103681 Light Truck Goodyear Wrangler Trailrunner A/T LT245f75R16120S E WRL TRAILRUNNER AT LT245f75R16 Available $ 232.13 $ 120.71 $ - 742104681 Light Truck Goodyear Wrangler Trailrunner A/T LT245f75R17121S E WRL TRAILRUNNER AT LT245f75R17 Available $ 257.90 $ 134.11 $ - 742120681 Light Truck Goodyear Wrangler Trailrunner A/T LT245FOR17119R E WRL TRAILRUNNER AT LT245FOR17 Available $ 249.83 $ 129.91 $ - 742138680 Light Truck Goodyear Wrangler Trailrunner A/T LT285f75R16126R E WRL TRAILRUNNER AT LT285f75R16 Available $ 282.92 $ 147.12 $ 2.36 742303680 Light Truck Goodyear Wrangler Trailrunner A/T LT275/65R20 126S E WRL TRAILRUNNER AT LT275/65R20 Available $ 379.63 $ 197.41 $ 2.36 742509680 Light Truck Goodyear Wrangler Trailrunner A/T 30X9.50R15LT 104R C WRL TRAILRUNNER AT 30X9.50R15LT Available $ 223.02 $ 115.97 $ - 742510680 Light Truck Goodyear Wrangler Trailrunner A/T 31X10.50R15LT 109R C WRL TRAILRUNNER AT 31X10.50R15LT Available $ 228.73 $ 118.94 $ - 742515680 Light Truck Goodyear Wrangler Trailrunner A/T LT265f75R16112R C WRL TRAILRUNNER AT LT265f75R16 Available $ 240.88 $ 125.26 $ - 742517681 Light Truck Goodyear Wrangler Trailrunner A/T LT215/85R16115R E WRL TRAILRUNNER AT LT215/85R16 Available $ 226.92 $ 118.00 $ - 742535334 Light Truck Goodyear Wrangerl ArmorTrac LT265FOR17 121/118R E WRL ARMORTRAC TL LT265FOR17 Discontinued $ 299.14 $ 155.55 $ - 742585680 Light Truck Goodyear Wrangler Trailrunner A/T LT285f75R16126R E WRL TRAILRUNNER AT LT285f75R16 Discontinued $ 278.27 $ 144.70 $ 2.36 742635681 Light Truck Goodyear Wrangler Trailrunner A/T LT235/80R17120R E WRL TRAILRUNNER AT LT235/80R17 Available $ 262.62 $ 136.56 $ - 742636334 Light Truck Goodyear Wrangerl ArmorTrac LT245f75R17 121/118R E WRL ARMORTRAC TL LT245f75R17 Discontinued $ 277.45 $ 144.27 $ - 742646680 Light Truck Goodyear Wrangler Trailrunner A/T LT275FOR18125R E WRL TRAILRUNNER AT LT275FOR18 Available $ 320.75 $ 166.79 $ 1.32 742661681 Light Truck Goodyear Wrangler Trailrunner A/T LT265FOR17 121S E WRL TRAILRUNNER AT LT265FOR17 Available $ 270.79 $ 140.81 $ - 742745681 Light Truck Goodyear Wrangler Trailrunner A/T LT235/85R16120R E WRL TRAILRUNNER AT LT235/85R16 Available $ 227.85 $ 118.48 $ - 742746334 Light Truck Goodyear Wrangerl ArmorTrac LT265f75R16 123/120R E WRL ARMORTRAC TL LT265f75R16 Discontinued $ 261.56 $ 136.01 $ - 742746680 Light Truck Goodyear Wrangler Trailrunner A/T LT265f75R16123R E WRL TRAILRUNNER AT LT265f75R16 Available $ 257.31 $ 133.80 $ - 742747333 Light Truck Goodyear Wrangerl ArmorTrac LT245f75R16 120/116R E WRL ARMORTRAC TL LT245f75R16 Discontinued $ 251.45 $ 130.75 $ - 742748681 Light Truck Goodyear Wrangler Trailrunner A/T LT225f75R16115R E WRL TRAILRUNNER AT LT225f75R16 Available $ 219.21 $ 113.99 $ - 742965680 Light Truck Goodyear Wrangler Trailrunner A/T LT275/65R18123S E WRL TRAILRUNNER AT LT275/65R18 Available $ 309.37 $ 160.87 $ - 744154900 Light Truck Goodyear Wrangler HT LT215F51R15 106/103Q D WRL HT OL BSL TL LT215f75R15 Available $ 248.23 $ 129.08 $ - 744395900 Light Truck Goodyear Wrangler HT LT245f75R16 120/116R E WRL HT OL BSL TL LT245/75R16 Available $ 225.58 $ 117.30 $ - 744725502 Light Truck Goodyear Wrangler HT/S LT235/85R16E WRL HT/S BSL TL LT235/85R16 Available $ 239.40 $ 124.49 $ - 744821900 Light Truck Goodyear Wrangler HT LT215/85R16E WRL HT OL BSL TL LT215/85R16 Available $ 239.12 $ 124.34 $ - 744826802 Light Truck Goodyear lWrangler HT LT235f75R15C WRL HT BSL TL LT235f75R15 Available $ 233.62 $ 121.48 $ - 744830900 Light Truck Goodyear lWrangler HT LT225f75R16E WRL HT OL BSL TL LT225f75R16 Available $ 210.87 $ 109.65 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ forthe latest pricing information. 16 of 52 Page 491 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 745040516 Light Truck Goodyear Assurance CS TripleTrd P265/65R18 112H SL ASSUR CS TRPLTRD AS P265/65R18 Discontinued $ 255.75 $ 132.99 $ - 745166516 Light Truck Goodyear Assurance CS TripleTrd P245/65R17 105T SL ASSUR CS TRPLTRD AS P245/65R17 Available $ 256.35 $ 133.30 $ - 745173516 Light Truck Goodyear Assurance CS TripleTrd 235/65R17 104H SL ASSUR CS TRPLTRD AS 235/65R17 Discontinued $ 225.59 $ 117.31 $ - 745205516 Light Truck Goodyear Assurance CS TripleTrd P215FOR16 99T SL ASSUR CS TRPLTRD AS P215FOR16 Discontinued $ 201.68 $ 104.87 $ - 745339516 Light Truck Goodyear Assurance CS TripleTrd 235/55R18 100V SL ASSUR CS TRPLTRD AS 235/55R18 Available $ 281.99 $ 146.63 $ - 745492516 Light Truck Goodyear Assurance CS TripleTrd P235FOR16 104T SL ASSUR CS TRPLTRD AS P235FOR16 Discontinued $ 200.91 $ 104.47 $ - 745495516 Light Truck Goodyear Assurance CS TripleTrd P245FOR16 106T SL ASSUR CS TRPLTRD AS P245FOR16 Discontinued $ 207.76 $ 108.04 $ - 745500516 Light Truck Goodyear Assurance CS TripleTrd P265FOR16 111T SL ASSUR CS TRPLTRD AS P265FOR16 Available $ 244.93 $ 127.36 $ - 745501516Light Truck Goodyear Assurance CS TripleTrd P265FOR17113T SL ASSUR CS TRPLTRD AS P265FOR17 Available $ 253.80 $ 131.98 $ - 745551516Light Truck Goodyear Assurance CS TripleTrd P225FOR16101T SL ASSUR CS TRPLTRD AS P225FOR16 Discontinued $ 204.43 $ 106.30 $ - 745554516 Light Truck Goodyear Assurance CS TripleTrd 235/60R17 102H SL ASSUR CS TRPLTRD AS 235/60R17 Available $ 246.58 $ 128.22 $ - 745558516 Light Truck Goodyear Assurance CS TripleTrd 235/60R18 103H SL ASSUR CS TRPLTRD AS 235/60R18 Discontinued $ 263.86 $ 137.21 $ - 745560516 Light Truck Goodyear Assurance CS TripleTrd 255/60R17 105H SL ASSUR CS TRPLTRD AS 255/60R17 Available $ 256.76 $ 133.52 $ - 745561516 Light Truck Goodyear Assurance CS TripleTrd 225/65R17 102H SL ASSUR CS TRPLTRD AS 225/65R17 Discontinued $ 218.74 $ 113.74 $ - 745565516 Light Truck Goodyear Assurance CS TripleTrd P235/65R18 104H SL ASSUR CS TRPLTRD AS P235/65R18 Available $ 259.08 $ 134.72 $ - 745587516 Light Truck Goodyear Assurance CS TripleTrd 245/60R18 105H SL ASSUR CS TRPLTRD AS 245/60R18 Available $ 276.63 $ 143.85 $ - 745592516 Light Truck Goodyear Assurance CS TripleTrd 235/55R19 101V SL ASSUR CS TRPLTRD AS 235/55R19 Discontinued $ 304.50 $ 158.34 $ - 745595516 Light Truck Goodyear Assurance CS TripleTrd P245/55R19 103T SL ASSUR CS TRPLTRD AS P245/55R19 Discontinued $ 259.99 $ 135.19 $ - 745611516 Light Truck Goodyear Assurance CS TripleTrd P265/65R17 110T SL ASSUR CS TRPLTRD AS P265/65R17 Discontinued $ 255.75 $ 132.99 $ - 745612516 Light Truck Goodyear Assurance CS TripleTrd P255FOR18 112T SL ASSUR CS TRPLTRD AS P255FOR18 Available $ 275.66 $ 143.34 $ - 745622516 Light Truck Goodyear Assurance CS TripleTrd P255/65R18 109T SL ASSUR CS TRPLTRD AS P255/65R18 Discontinued $ 266.11 $ 138.38 $ - 745647516 Light Truck Goodyear Assurance CS TripleTrd 255/55R18 109H XL ASSUR CS TRPLTRD AS 255/55R18 Discontinued $ 279.18 $ 145.17 $ - 748014572Light Truck Goodyear Wrangler AT Adventure LT265FOR1 8 124S E WRL AT ADVENTURE BSL LT265FOR18 Available $ 373.67 $ 194.31 $ 0.19 748015189 Light Truck Goodyear Wrangler Silentarmor Pro LT285/60R20 WRL SLTARMR PROGRD E OWLTL LT285/60R20 Discontinued $ 565.63 $ 294.13 $ 1.32 748015572 Light Truck Goodyear Wrangler AT Adventure LT285/60R20125R E WRL AT ADVENTURE BSL LT285/60R20 Available $ 471.37 $ 245.11 $ 1.32 748016189 Light Truck Goodyear Wrangler Silentarmor Pro LT265f70R16 WRL SLTARMR PROGRD E OWLTL LT265FOR16 Discontinued $ 323.44 $ 168.19 $ - 748090571 Light Truck Goodyear Wrangler AT Adventure LT275/65R20 126R E WRL AT ADVENTURE OWL LT275/65R20 Discontinued $ 574.70 $ 298.84 $ 2.36 748091189 Light Truck Goodyear Wrangler Silentarmor Pro LT225f75R17 WRL SLTARMR PROGRD E OWLTL LT225f75R17 Discontinued $ 329.63 $ 171.41 $ - 748092189 Light Truck Goodyear Wrangler Silentarmor Pro LT275/65R18 WRL SLTARMR PROGRD E OWLTL LT275/65R18 Discontinued $ 388.13 $ 201.83 $ - 748093189 Light Truck Goodyear Wrangler Silentarmor Pro LT285/65R18 WRL SLTARMR PROGRD E OWLTL LT285/65R18 Discontinued $ 414.71 $ 215.65 $ 1.32 748093572 Light Truck Goodyear Wrangler AT Adventure LT285/65R18 125R EWRL ATADVENTURE BSL LT285/65R18 Available $ 381.23 $ 198.24 $ 1.32 748094572 Light Truck Goodyear Wrangler AT Adventure LT305/55R20121 R E WRL AT ADVENTURE BSL LT305/55R20 Available $ 596.60 $ 310.23 $ - 748095572 Light Truck Goodyear Wrangler AT Adventure LT275/65R20 126R E WRL AT ADVENTURE BSL LT275/65R20 Discontinued $ 552.42 $ 287.26 $ 2.36 748096571 Light Truck Goodyear Wrangler AT Adventure LT285FOR1 7 121 R E WRL AT ADVENTURE OWL LT285FOR17 Available $ 374.85 $ 194.92 $ - 748096572 Light Truck Goodyear Wrangler AT Adventure LT285FOR1 7 121 R E WRL AT ADVENTURE BSL LT285FOR17 Available $ 367.31 $ 191.00 $ - 748097572Light Truck Goodyear Wrangler AT Adventure LT265/60R20121 R E WRL AT ADVENTURE BSL LT265/60R20 Available $ 505.67 $ 262.95 $ - 748101572Light Truck Goodyear Wrangler AT Adventure LT285/55R20122R E WRL AT ADVENTURE BSL LT285/55R20 Available $ 545.48 $ 283.65 $ - 748103571 Light Truck Goodyear Wrangler AT Adventure LT245f75R16120S E WRL AT ADVENTURE OWL LT245f75R16 Available $ 304.73 $ 158.46 $ - 748103572Light Truck Goodyear Wrangler AT Adventure LT245f75R16120S E WRL AT ADVENTURE BSL LT245f75R16 Available $ 264.81 $ 137.70 $ - 748104571 Light Truck Goodyear Wrangler AT Adventure LT245f75R17121 S E WRL AT ADVENTURE OWL LT245f75R17 Available $ 319.63 $ 166.21 $ - 748104572Light Truck Goodyear Wrangler AT Adventure LT245f75R17121 S E WRL AT ADVENTURE BSL LT245f75R17 Available $ 276.58 $ 143.82 $ - 748108571 Light Truck Goodyear Wrangler AT Adventure LT275FOR1 8 125S E WRL AT ADVENTURE OWL LT275FOR18 Available $ 382.25 $ 198.77 $ 1.32 748108572 Light Truck Goodyear Wrangler AT Adventure LT275FOR1 8 125S E WRL AT ADVENTURE BSL LT275FOR18 Available $ 375.15 $ 195.08 $ 1.32 748120572 Light Truck Goodyear Wrangler AT Adventure LT245FOR1 7 119S E WRL AT ADVENTURE BSL LT245FOR17 Available $ 278.54 $ 144.84 $ - 748138571 Light Truck Goodyear Wrangler AT Adventure LT285f75R16126R E WRL AT ADVENTURE OWL LT285f75R16 Available $ 382.96 $ 199.14 $ 2.36 748138572 Light Truck Goodyear Wrangler AT Adventure LT285f75R16126R E WRL AT ADVENTURE BSL LT285f75R16 Available $ 336.98 $ 175.23 $ 2.36 748139571 Light Truck Goodyear Wrangler AT Adventure LT275FOR18 E WRL AT ADVENTURE OWL NSF LT275FOR18 Available $ 357.00 $ 185.64 $ 1.32 748139686 Light Truck Goodyear Wrangler AT Adventure LT275FOR18 E WRL AT ADVENTURE B01 NSF LT275FOR18 Available $ 351.12 $ 182.58 $ 1.32 748149189 Light Truck Goodyear Wrangler Silentarmor LT265f75R16123R WRL SLTARMR E OWLTL LT265f75R16 Discontinued $ 277.82 $ 144.47 $ - 748187189 Light Truck Goodyear Wrangler Silentarmor LT275f70R17114R WRL SLTARMR C OWLTL LT275FOR17 Discontinued $ 343.06 $ 178.39 $ - 748303571 Light Truck Goodyear Wrangler AT Adventure LT275/65R20 126S E WRL AT ADVENTURE OWL LT275/65R20 Available $ 469.60 $ 244.19 $ 2.36 748303572 Light Truck Goodyear Wrangler AT Adventure LT275/65R20 126S E WRL AT ADVENTURE BSL LT275/65R20 Available $ 441.46 $ 229.56 $ 2.36 748338189 Light Truck Goodyear Wrangler Silentarmor 33X12.50R15LT WRL SLTARMR SL OWL TL 33X12.50R15LT Discontinued $ 280.15 $ 145.68 $ - 748468189 Light Truck Goodyear Wrangler Silentarmor 35X12.50R15LT WRL SLTARMR C OWL TL 35X12.50R15LT Discontinued $ 284.28 $ 147.83 $ - 748469189 Light Truck Goodyear Wrangler Silentarmor Pro LT245f70R17 WRL SILARMR PROGRD E OWLTL LT245FOR17 Discontinued $ 334.19 $ 173.78 $ - 748469571 Light Truck Goodyear Wrangler AT Adventure LT245FOR1 7 119R E WRL AT ADVENTURE OWL LT245FOR17 Available $ 330.54 $ 171.88 $ - 748469572Light Truck Goodyear Wrangler AT Adventure LT245FOR1 7 119R E WRL AT ADVENTURE BSL LT245FOR17 Available $ 324.15 $ 168.56 $ - 748509189 Light Truck Goodyear Wrangler Silentarmor 30X9.50R15LT 104R WRL SLTARMR C OWLTL 30X9.50R15LT Discontinued $ 257.50 $ 133.90 $ - 748510189 Light Truck Goodyear Wrangler Silentarmor 31X10.50R15LT 109R WRL SLTARMR C OWL TL 31X10.50R15LT Discontinued $ 272.94 $ 141.93 $ - 748510571 Light Truck Goodyear Wrangler AT Adventure 31X10.50R15LT 109R C WRL AT ADVENTUREOWL 31X10.50R15LT Available $ 278.13 $ 144.63 $ - 748511189 Light Truck Goodyear Wrangler Silentarmor LT235f75R15104R WRL SLTARMR C OWL TL LT235f75R15 Discontinued $ 247.81 $ 128.86 $ - 748512189 Light Truck Goodyear Wrangler Silentarmor LT305FOR16 118R WRL SLTARMR D OWL TL LT305FOR16 Discontinued $ 357.40 $ 185.85 $ - 748513188 Light Truck Goodyear Wrangler Silentarmor LT225f75R16110R WRL SLTARMR D BSL TL LT225f75R16 Discontinued $ 301.98 $ 157.03 $ - 748514189 Light Truck Goodyear Wrangler Silentarmor LT245f75R16108R WRL SLTARMR C OWL TL LT245f75R16 Discontinued $ 306.11 $ 159.18 $ - 748515189 Light Truck Goodyear Wrangler Silentarmor LT265f75R16112R WRL SLTARMR C OWL TL LT265f75R16 Discontinued $ 311.83 $ 162.15 $ - 748516189 Light Truck Goodyear Wrangler Silentarmor LT285f75R16122R WRL SLTARMR D OWLTL LT285f75R16 Discontinued $ 380.51 $ 197.87 $ - 748517188 Light Truck Goodyear Wrangler Silentarmor LT215/85R16115R WRL SLTARMR E BSLTL LT215/85R16 Discontinued $ 289.63 $ 150.61 $ - 748517572Light Truck Goodyear Wrangler AT Adventure LT215/85R1 6 115R E WRL AT ADVENTURE BSL LT215/85R16 Available $ 294.52 $ 153.15 $ - 748518189 Light Truck Goodyear Wrangler Silentarmor LT265f70R17112R WRL SLTARMR C OWLTL LT265FOR17 Discontinued $ 338.75 $ 176.15 $ - 748532189 Light Truck Goodyear Wrangler Silentarmor Pro LT285FOR17 WRL SLTARMR PROGRD D OWLTL LT285FOR17 Discontinued $ 399.00 $ 207.48 $ - 748533188 Light Truck Goodyear Wrangler Silentarmor Pro LT325/60R18 WRL SLTARMR PROGRD E BSLTL LT325/60R18 Discontinued $ 484.69 $ 252.04 $ 0.19 748535189 Light Truck Goodyear Wrangler Silentarmor Pro LT265f70R17 WRL SILARMR PROGRD E OWLTL LT265FOR17 Available $ 309.92 $ 161.16 $ - 748584189 Light Truck Goodyear Wrangler Silentarmor Pro LT305f70R16 WRL SL ARMR PROGRD E OWLTL LT305FOR16 Discontinued $ 423.09 $ 220.01 $ 0.19 748585189 Light Truck Goodyear Wrangler Silentarmor Pro LT285f75R16 WRL SL ARMR PROGRD E OWLTL LT285f75R16 Discontinued $ 378.94 $ 197.05 $ 2.36 748585571 Light Truck Goodyear Wrangler AT Adventure LT285f75R16126R E WRL AT ADVENTURE OWL LT285f75R16 Discontinued $ 334.06 $ 173.71 $ 2.36 748585572 Light Truck Goodyear Wrangler AT Adventure LT285f75R16126R E WRL AT ADVENTURE BSL LT285f75R16 Discontinued $ 326.94 $ 170.01 $ 2.36 748635189 Light Truck Goodyear Wrangler Silentarmor Pro LT235/80R17 WRL SILARMR PROGRD E OWLTL LT235/80R17 Discontinued $ 364.13 $ 189.35 $ - 748635572 Light Truck Goodyear Wrangler AT Adventure LT235/80R1 7 120R E WRL AT ADVENTURE BSL LT235/80R17 Available $ 323.17 $ 168.05 $ - 748636189 Light Truck Goodyear Wrangler Silentarmor Pro LT245f75R17 WRL SILARMR PROGRD E OWLTL LT245f75R17 Discontinued $ 340.13 $ 176.87 $ - 748644188 Light Truck Goodyear Wrangler Silentarmor Pro LT305/60R20 WRL SLTARMR PROGRD E BSLTL LT305/60R20 Discontinued $ 587.25 $ 305.37 $ - 748646189 Light Truck Goodyear Wrangler Silentarmor Pro LT275f70R18 WRL SILARMR PROGRD E OWLTL LT275FOR18 Discontinued $ 401.75 $ 208.91 $ 1.32 748661571 Light Truck Goodyear Wrangler AT Adventure LT265FOR1 7 121 S E WRL AT ADVENTURE OWL LT265lIOR17 Available $ 341.81 $ 177.74 $ - 748661572Light Truck Goodyear Wrangler AT Adventure LT265FOR1 7 121 S E WRL AT ADVENTURE BSL LT265FOR17 I Available $ 298.15 $ 155.04 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 17 of 52 Page 492 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 748745188 Light Truck Goodyear Wrangler Silentarmor Pro LT235/85R16 WRL SLTARMR PROGRAD E BSLTL LT235/85R16 Discontinued $ 295.56 $ 153.69 $ - 748745572Light Truck Goodyear Wrangler AT Adventure LT235/85R16120R E WRL AT ADVENTURE BSL LT235/85R16 Available $ 310.90 $ 161.67 $ - 748746189 Light Truck Goodyear Wrangler Silentarmor Pro LT265f75R16 WRL SLTARMR PROGRD E OWLTL LT265f75R16 Discontinued $ 352.25 $ 183.17 $ - 748746571 Light Truck Goodyear Wrangler AT Adventure LT265f75R16123R E WRL AT ADVENTURE OWL LT265f75R16 Available $ 332.10 $ 172.69 $ - 748746572Light Truck Goodyear Wrangler AT Adventure LT265f75R16123R E WRL AT ADVENTURE BSL LT265f75R16 Available $ 299.81 $ 155.90 $ - 748747188 Light Truck Goodyear Wrangler Silentarmor Pro LT245f75R16 WRL SLTARMR PROGRAD E BSLTL LT245f75R16 Discontinued $ 320.75 $ 166.79 $ - 748748188 Light Truck Goodyear Wrangler Silentarmor Pro LT225f75R16 WRL SLTARMR PROGRD E BSLTL LT225f75R16 Discontinued $ 294.31 $ 153.04 $ - 748748572Light Truck Goodyear Wrangler AT Adventure LT225/75R16115R E WRL AT ADVENTURE BSL LT225f75R16 Available $ 268.40 $ 139.57 $ - 748965571 Light Truck Goodyear Wrangler AT Adventure LT275/65R18123S E WRL AT ADVENTURE OWL LT275/65R18 Available $ 331.31 $ 172.28 $ - 750002326 Light Truck Goodyear Wrangler MT/R Kevlar 35X12.50R20LT 121Q E WRL MT/R W/KEVLAR 35X12.50R20LT Available $ 526.29 $ 273.67 $ - 750032326 Light Truck Goodyear Wrangler MT/R Kevlar 35X12.50R18LT 123Q E WRL MT/R W/KEVLAR 35X12.50R18LT Available $ 502.27 $ 261.18 $ - 750035326 Light Truck Goodyear Wrangler MT/R Kevlar 33X12.50R20LT 114Q E WRL MT/R W/KEVLAR 33X12.50R20LT Available $ 509.69 $ 265.04 $ - 750116326 Light Truck Goodyear Wrangler MT/R Kevlar LT285f75R18 129P E WRL MT/R KEVLAR BSL LT285f75R18 Available $ 510.42 $ 265.42 $ 5.48 750140325 Light Truck Goodyear Wrangler MT/R Kevlar LT245f70R17119/116Q E WRL MT/R W/KEVLAR LT245f70R17 Discontinued $ 366.03 $ 190.34 $ - 750140326 Light Truck Goodyear Wrangler MT/R Kevlar LT245f70R17119Q E WRL MT/R KEVLAR BSL LT245f70R17 Available $ 324.62 $ 168.80 $ - 750151325 Light Truck Goodyear Wrangler MT/R Kevlar LT245f75R16 120/116Q E WRL MT/R W/KEVLAR LT245f75R16 Discontinued $ 350.69 $ 182.36 $ - 750151326 Light Truck Goodyear Wrangler MT/R Kevlar LT245f75R16120Q E WRL MT/R KEVLAR BSL LT245f75R16 Available $ 339.63 $ 176.61 $ - 750152325 Light Truck Goodyear Wrangler MT/R Kevlar LT265f70R17 WRANGLER MT/R W/KEVLAR OWLTL LT265f70R17 Discontinued $ 402.81 $ 209.46 $ - 750152326 Light Truck Goodyear Wrangler MT/R Kevlar LT265f70R17121Q E WRL MT/R KEVLAR BSL LT265f70R17 Available $ 368.15 $ 191.44 $ - 750153325 Light Truck Goodyear Wrangler MT/R Kevlar LT265f75R16 WRANGLER MT/R W/KEVLAR OWLTL LT265f75R16 Discontinued $ 363.07 $ 188.80 $ - 750153326 Light Truck Goodyear Wrangler MT/R Kevlar LT265f75R16 123Q E WRL MT/R KEVLAR BSL LT265f75R16 Available $ 344.15 $ 178.96 $ - 750392325 Light Truck Goodyear Wrangler MT/R Kevlar LT275/65R18 WRANGLER MT/R W/KEVLAR OWLTL LT275/65R18 Discontinued $ 495.89 $ 257.86 $ - 750392326 Light Truck Goodyear Wrangler MT/R Kevlar LT275/65R18 113Q C WRL MT/R KEVLAR BSL LT275/65R18 Available $ 460.50 $ 239.46 $ - 750393325 Light Truck Goodyear Wrangler MT/R Kevlar LT275f70R17 WRANGLER MT/R W/KEVLAR OWLTL LT275f70R17 Discontinued $ 419.93 $ 218.36 $ - 750393326 Light Truck Goodyear Wrangler MT/R Kevlar LT275f70R17121Q E WRL MT/R KEVLAR BSL LT275f70R17 Available $ 391.83 $ 203.75 $ - 750432325 Light Truck Goodyear Wrangler MT/R Kevlar LT275f70R18 WRANGLER MT/R W/KEVLAR OWLTL LT275f70R18 Discontinued $ 545.73 $ 283.78 $ 1.32 750432326 Light Truck Goodyear Wrangler MT/R Kevlar LT275f70R18 125Q E WRL MT/R KEVLAR BSL LT275f70R18 Available $ 471.71 $ 245.29 $ 1.32 750434325 Light Truck Goodyear Wrangler MT/R Kevlar LT285f70R17 WRANGLER MT/R W/KEVLAR OWLTL LT285f70R17 Discontinued $ 444.74 $ 231.26 $ - 750434326 Light Truck Goodyear Wrangler MT/R Kevlar LT285f70R17121Q D WRL MT/R KEVLAR BSL LT285f70R17 Available $ 409.15 $ 212.76 $ - 750435326 Light Truck Goodyear Wrangler MT/R Kevlar LT285/65R20 WRANGLER MT/R W/KEVLAR BSLTL LT285/65R20 Available $ 522.85 $ 271.88 $ 3.40 750451325 Light Truck Goodyear Wrangler MT/R Kevlar LT285f75R16 WRANGLER MT/R W/KEVLAR OWLTL LT285f75R16 Discontinued $ 403.15 $ 209.64 $ 2.36 750451326 Light Truck Goodyear Wrangler MT/R Kevlar LT285f75R16 126Q E WRL MT/R KEVLAR BSL LT285f75R16 Available $ 379.69 $ 197.44 $ 2.36 750475325 Light Truck Goodyear Wrangler MT/R Kevlar LT305f70R16 WRANGLER MT/R W/KEVLAR OWLTL LT305f70R16 Discontinued $ 441.03 $ 229.34 $ 0.19 750475326 Light Truck Goodyear Wrangler MT/R Kevlar LT305f70R16 124Q E WRL MT/R KEVLAR BSL LT305f70R16 Available $ 403.13 $ 209.63 $ 0.19 750485326 Light Truck Goodyear Wrangler MT/R Kevlar LT285f75R18 WRANGLER MT/R W/KEVLAR BSLTL LT285f75R18 Discontinued $ 581.31 $ 302.28 $ 5.48 750542325 Light Truck Goodyear Wrangler MT/R Kevlar LT305f70R17 WRANGLER MT/R W/KEVLAR OWLTL LT305f70R17 Discontinued $ 516.59 $ 268.63 $ - 750542326 Light Truck Goodyear Wrangler MT/R Kevlar LT305f70R17 119Q D WRL MT/R KEVLAR BSL LT305f70R17 Available $ 455.90 $ 237.07 $ - 750551325 Light Truck Goodyear Wrangler MT/R Kevlar LT315f70R17 WRANGLER MT/R W/KEVLAR OWLTL LT315f70R17 Discontinued $ 578.73 $ 300.94 $ - 750551326 Light Truck Goodyear Wrangler MT/R Kevlar LT315f70R17121Q D WRL MT/R KEVLAR BSL LT315f70R17 Available $ 470.50 $ 244.66 $ - 750554326 Light Truck Goodyear Wrangler MT/R Kevlar LT315f75R16 WRANGLER MT/R W/KEVLAR BSLTL LT315f75R16 Available $ 422.15 $ 219.52 $ - 750578326 Light Truck Goodyear Wrangler MT/R Kevlar 37X12.50R17LT WRANGLER MT/R W/KEVLAR TL 37X12.50R17LT Available $ 544.35 $ 283.06 $ 0.19 750622326 Light Truck Goodyear Wrangler MT/R Kevlar 40X13.50R17LT WRANGLER MT/R W/KEVLAR TL 40X13.50R17LT Available $ 781.02 $ 406.13 $ - 750625326 Light Truck Goodyear Wrangler MT/R Kevlar 42X14.50R17LT WRANGLER MT/R W/KEVLAR TL 42X14.50R17LT Available $ 814.21 $ 423.39 $ - 750687326 Light Truck Goodyear Wrangler MT/R Kevlar LT255f75R17 C 110 WRL MT/R W/KEVLAR TL LT255f75R17 Available $ 334.63 $ 174.01 $ - 750703325 Light Truck Goodyear Wrangler MT/R Kevlar LT245f70R17 WRANGLER MT/R W/KEVLAR OWLTL LT245f70R17 Discontinued $ 338.04 $ 175.78 $ - 750707325 Light Truck Goodyear Wrangler MT/R Kevlar LT245f75R17 WRANGLER MT/R W/KEVLAR OWLTL LT245f75R17 Discontinued $ 369.73 $ 192.26 $ - 750707326 Light Truck Goodyear Wrangler MT/R Kevlar LT245f75R17121Q E WRL MT/R KEVLAR BSL LT245f75R17 Available $ 338.13 $ 175.83 $ - 750710325 Light Truck Goodyear Wrangler MT/R Kevlar 31X10.50R15LT WRANGLER MT/R W/KEVLAR TL 31X10.50R15LT Discontinued $ 295.35 $ 153.58 $ - 750710326 Light Truck Goodyear Wrangler MT/R Kevlar 31X10.50R15LT 109Q C WRL MT/R KEVLAR BSL 31X10.50R15LT Available $ 298.10 $ 155.01 $ - 750711325 Light Truck Goodyear Wrangler MT/R Kevlar 33X12.50R15LT WRANGLER MT/R W/KEVLAR TL 33X12.50R15LT Discontinued $ 338.53 $ 176.04 $ - 750711326 Light Truck Goodyear Wrangler MT/R Kevlar 33X12.50R15LT 108Q C WRL MT/R KEVLAR BSL 33X12.50R15LT Available $ 350.44 $ 182.23 $ - 750712326 Light Truck Goodyear Wrangler MT/R Kevlar 35X12.50R15LT WRANGLER MT/R W/KEVLAR TL 35X12.50R15LT Available $ 362.81 $ 188.66 $ - 750713326 Light Truck Goodyear Wrangler MT/R Kevlar LT235/85R16 E WRANGLER MT/R W/KEVLAR TL LT235/85R16 Available $ 322.94 $ 167.93 $ - 750714326 Light Truck Goodyear Wrangler MT/R Kevlar LT275/65R20 E WRANGLER MT/R W/KEVLAR TL LT275/65R20 Available $ 511.52 $ 265.99 $ 2.36 750732325 Light Truck Goodyear Wrangler MT/R Kevlar 32X11.50R151-T WRANGLER MT/R W/KEVLAR TL 32X11.50R15LT Discontinued $ 321.89 $ 167.38 $ - 750732326 Light Truck Goodyear Wrangler MT/R Kevlar 32X11.50R15LT 113Q C WRL MT/R KEVLAR BSL 32X11.50R15LT Available $ 322.98 $ 167.95 $ - 750736326 Light Truck Goodyear Wrangler MT/R Kevlar 38X14.50R17LT WRANGLER MT/R W/KEVLAR TL 38X14.50R17LT Available $ 659.98 $ 343.19 $ - 750740326 Light Truck Goodyear Wrangler MT/R Kevlar 35X12.50R17LT WRANGLER MT/R W/KEVLAR TL 35X12.50R17LT Available $ 474.37 $ 246.67 $ - 750741325 Light Truck Goodyear Wrangler MT/R Kevlar LT265f70R17 WRANGLER MT/R W/KEVLAR OWLTL LT265f70R17 Discontinued $ 378.53 $ 196.84 $ - 754150371 Light Truck Goodyear UG ICE WRT 225f70R16 103S SL ULTRAGRIP ICE WRT BSW 225f70R16 Available $ 200.25 $ 104.13 $ - 754151371 Light Truck Goodyear UG ICE WRT 245/65R17 107S SL ULTRAGRIP ICE WRT BSW 245/65R17 Available $ 227.50 $ 118.30 $ - 754153371 Light Truck Goodyear UG ICE WRT 265/65R17 112S SL ULTRAGRIP ICE WRT BSW 265/65R17 Available $ 259.19 $ 134.78 $ - 754154371 Light Truck Goodyear UG ICE WRT 265f70R17 115S SL ULTRAGRIP ICE WRT BSW 265f70R17 Available $ 247.44 $ 128.67 $ - 754213371 Light Truck Goodyear UG ICE WRT 245f70R16 107S SL ULTRAGRIP ICE WRT BSW 245f70R16 Available $ 218.19 $ 113.46 $ - 754283318 Light Truck Goodyear UG ICE SUV ROF 255/50R19 107H XL ULTGRIP SUV*ROF BLT 255/50R19 Available $ 511.25 $ 265.85 $ - 754451318 Light Truck Goodyear UG ICE SUV ROF 255/50R19 107V XL ULTGRIP SUV*ROF BLT 255/50R19 Available $ 482.94 $ 251.13 $ - 754524371 Light Truck Goodyear UG ICE WRT 255f70R18 113S SL ULTRAGRIP ICE WRT BSW 255f70R18 Available $ 251.69 $ 130.88 $ - 754525371 Light Truck Goodyear UG ICE WRT 265/60R18 110S SL ULTRAGRIP ICE WRT BSW 265/60R18 Available $ 289.06 $ 150.31 $ - 754564371 Light Truck Goodyear UG ICE WRT 265f70R16 112S SL ULTRAGRIP ICE WRT BSW 265f70R16 Available $ 233.63 $ 121.49 $ - 754566371 Light Truck Goodyear UG ICE WRT 245f75R16 111S SL ULTRAGRIP ICE WRT BSW 245f75R16 Available $ 219.63 $ 114.21 $ - 754567371 Light Truck Goodyear UG ICE WRT 255f70R16 111S SL ULTRAGRIP ICE WRT BSW 255f70R16 Available $ 222.81 $ 115.86 $ - 754568371 Light Truck Goodyear UG ICE WRT 235f70R16 106S SL ULTRAGRIP ICE WRT BSW 235f70R16 Available $ 209.25 $ 108.81 $ - 754636371 Light Truck Goodyear UG ICE WRT 275/55R20 113S SL ULTRAGRIP ICE WRT BSW 275/55R20 Available $ 331.94 $ 172.61 $ - 754638371 Light Truck Goodyear UG ICE WRT 275/65R18 116S SL ULTRAGRIP ICE WRT BSW 275/65R18 Available $ 305.44 $ 158.83 $ - 754640371 Light Truck Goodyear UG ICE WRT 235/65R17 104S SL ULTRAGRIP ICE WRT BSW 235/65R17 Available $ 213.25 $ 110.89 $ - 754644371 Light Truck Goodyear UG ICE WRT 265/65R18 114S SL ULTRAGRIP ICE WRT BSW 265/65R18 Available $ 296.50 $ 154.18 $ - 755032383 Light Truck Goodyear Assurance CS Fuel Max 235/60R17 102T ASSURANCE CS FUEL MAX SL 235/60R17 Available $ 216.83 $ 112.75 $ - Low Rolling Resistance 755051383 Light Truck Goodyear Assurance CS Fuel Max P265/65R18 112T ASSURANCE CS FUEL MAX SL P265/65R18 Discontinued $ 303.13 $ 157.63 $ - Low Rolling Resistance 755056383 Light Truck Goodyear Assurance CS Fuel Max P245f70R17 108T SL ASSURANCE CS FUEL MAX VSB P245f70R17 Available $ 225.93 $ 117.48 $ - Low Rolling Resistance 755205383 Light Truck Goodyear Assurance CS Fuel Max P215f70R16 99T ASSURANCE CS FUEL MAX SL P215f70R16 Available $ 190.59 $ 99.11 $ - Low Rolling Resistance 755206383 Light Truck Goodyear Assurance CS Fuel Max 235f70R16 106T ASSURANCE CS FUEL MAX SL 2M/70R16 Available $ 192.66 $ 100.18 $ - Low Rolling Resistance 755228383 Light Truck Goodyear Assurance CS Fuel Max 245/65R17 107T ASSURANCE CS FUEL MAX SL 245/65R17 Available $ 217.08 $ 112.88 $ - Low Rolling Resistance 755276383 Light Truck lGoodyear lAssurance CS Fuel Max 1255f7OR16 111T ASSURANCE CS FUEL MAX SL 255/70R16 Available $ 201.13 $ 104.59 $ - Low Rolling Resistance Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 18 of 52 Page 493 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Govt Base Pnce Low Rolling Resistance alculated FET if Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: C7/1/2018 Net Price applicable /Smartway 755281383 Light Truck Goodyear Assurance CS Fuel Max 225f70R16 103T ASSURANCE CS FUEL MAX SL 225f70R16 Available $ 195.91 $ 101.87 $ - Low Rolling Resistance 755292383 Light Truck Goodyear Assurance CS Fuel Max 265f75R16 116T ASSURANCE CS FUEL MAX SL 265f75R16 Available $ 226.31 $ 117.68 $ - Low Rolling Resistance 755298383 Light Truck Goodyear Assurance CS Fuel Max 245f75R16 111T ASSURANCE CS FUEL MAX SL 245f75R16 Discontinued $ 203.26 $ 105.70 $ - Low Rolling Resistance 755317383 Light Truck Goodyear Assurance CS Fuel Max 265f70R16 112T ASSURANCE CS FUEL MAX SL 265f70R16 Available $ 211.55 $ 110.01 $ - Low Rolling Resistance 755338383 Light Truck Goodyear Assurance CS Fuel Max 265/65R17 112T ASSURANCE CS FUEL MAX SL 265/65R17 Available $ 229.59 $ 119.39 $ - Low Rolling Resistance 755339383 Light Truck Goodyear Assurance CS Fuel Max 235/55R18 100V ASSURANCE CS FUEL MAX SL 235/55R18 Available $ 239.03 $ 124.30 $ - Low Rolling Resistance 755342383 Light Truck Goodyear Assurance CS Fuel Max 235/65R18 106T ASSURANCE CS FUEL MAX SL 235/65R18 Available $ 227.44 $ 118.27 $ - Low Rolling Resistance 755352383 Light Truck Goodyear Assurance CS Fuel Max 265f70R18 116T ASSURANCE CS FUEL MAX SL 265f70R18 Available $ 242.48 $ 126.09 $ - Low Rolling Resistance 755385383 Light Truck Goodyear Assurance CS Fuel Max 245/60R18 105T ASSURANCE CS FUEL MAX SL 245/60R18 Available $ 247.08 $ 128.48 $ - Low Rolling Resistance 755386383 Light Truck Goodyear Assurance CS Fuel Max 245/55R19 103T ASSURANCE CS FUEL MAX SL 245/55R19 Available $ 255.90 $ 133.07 $ - Low Rolling Resistance 755501383 Light Truck Goodyear Assurance Fuel Max P265f70R17 113T SL ASSURANCE FUEL MAX VSB P265f70R17 Available $ 225.26 $ 117.14 $ - Low Rolling Resistance 755561383 Light Truck Goodyear Assurance CS Fuel Max 225/65R17 102H ASSURANCE CS FUEL MAX SL 225/65R17 Discontinued $ 224.70 $ 116.84 $ - Low Rolling Resistance 755582383 Light Truck Goodyear Assurance CS Fuel Max 265/60R18 110H ASSURANCE CS FUEL MAX SL 265/60R18 Available $ 250.23 $ 130.12 $ - Low Rolling Resistance 755612383 Light Truck Goodyear Assurance CS Fuel Max P255f70R18 112T ASSURANCE CS FUEL MAX SL P255f70R18 Available $ 249.58 $ 129.78 $ - Low Rolling Resistance 755625383 Light Truck Goodyear Assurance CS Fuel Max P235/60R18 102H SL ASSURANCE CS FUEL MAX VSB P235/60R18 Available $ 245.73 $ 127.78 $ - Low Rolling Resistance 755635383 Light Truck Goodyear Assurance CS Fuel Max 225/55R19 99H SL ASSURANCE CS FUEL MAX VSB 225/55R19 Available $ 299.84 $ 155.92 $ - Low Rolling Resistance 755647383 Light Truck Goodyear Assurance CS Fuel Max 255/55R18 109H ASSURANCE CS FUEL MAX XL 255/55R18 Available $ 272.74 $ 141.82 $ - Low Rolling Resistance 755664383 Light Truck Goodyear Assurance CS Fuel Max P265/65R18 112T SL ASSUR CS FUEL MAX VSB P265/65R18 Available $ 233.63 $ 121.49 $ - Low Rolling Resistance 755667383 Light Truck Goodyear Assurance CS Fuel Max 225/65R17 102H SL ASSUR CS FUEL MAX VSB 225/65R17 Available $ 198.38 $ 103.16 $ - Low Rolling Resistance 755762383 Light Truck Goodyear Assurance CS Fuel Max 245f70R16 107T ASSURANCE CS FUEL MAX SL 245f70R16 Available $ 220.44 $ 114.63 $ - Low Rolling Resistance 755907383 Light Truck Goodyear Assurance CS Fuel Max 255/65R18 111T SL ASSUR CS FUEL MAX VSB 255/65R18 Available $ 239.36 $ 124.47 $ - Low Rolling Resistance 758042571 Light Truck Goodyear Wrangler AT Adventure 265f70R17115T SL WRL AT ADVENTURE OWL 265f70R17 Available $ 303.85 $ 158.00 $ - 758042572Light Truck Goodyear Wrangler AT Adventure 265f70R17115T SL WRL AT ADVENTURE BSL 265f70R17 Available $ 296.98 $ 154.43 $ - 758043571 Light Truck Goodyear Wrangler AT Adventure 235f70R16106T SL WRL AT ADVENTURE OWL 235f70R16 Available $ 238.04 $ 123.78 $ - 758045571 Light Truck Goodyear Wrangler AT Adventure 265f70R16112T SL WRL AT ADVENTURE OWL 265f70R16 Available $ 261.50 $ 135.98 $ - 758045630Light Truck Goodyear Wrangler AT Adventure 265f70R16112T SL WRL AT ADVENTURE VSB 265f70R16 Available $ 241.17 $ 125.41 $ - 758057571 Light Truck Goodyear Wrangler AT Adventure 265f75R1 6 116T SL WRL AT ADVENTURE OWL 265f75R16 Available $ 261.83 $ 136.15 $ - 758059571 Light Truck Goodyear Wrangler AT Adventure 245f75R16111 T SL WRL AT ADVENTURE OWL 245f75R16 Available $ 244.67 $ 127.23 $ - 758060572Light Truck Goodyear Wrangler AT Adventure 245f70R17110T SL WRL AT ADVENTURE BSL 245f70R17 Available $ 267.94 $ 139.33 $ - 758061571 Light Truck Goodyear Wrangler AT Adventure 265/65R1 7 112T SL WRL AT ADVENTURE OWL 265/65R17 Available $ 288.46 $ 150.00 $ - 758062571 Light Truck Goodyear Wrangler AT Adventure 255f70R16111 T SL WRL AT ADVENTURE OWL 255f70R16 Available $ 242.19 $ 125.94 $ - 758065571 Light Truck Goodyear Wrangler AT Adventure 275/55R20 113T SL WRL AT ADVENTURE OWL 275/55R20 Available $ 268.73 $ 139.74 $ - 758065572Light Truck Goodyear Wrangler AT Adventure 275/55R20 113T SL WRL AT ADVENTURE BSL 275/55R20 Available $ 301.67 $ 156.87 $ - 758066571 Light Truck Goodyear Wrangler AT Adventure 275/65R1 8 116T SL WRL AT ADVENTURE OWL 275/65R18 Available $ 312.17 $ 162.33 $ - 758067571 Light Truck Goodyear Wrangler AT Adventure 255f70R1 7 112T SL WRL AT ADVENTURE OWL 255f70R17 Available $ 283.63 $ 147.49 $ - 758068571 Light Truck Goodyear Wrangler AT Adventure 265/65R1 8 114T SL WRL AT ADVENTURE OWL 265/65R18 Available $ 307.54 $ 159.92 $ - 758069571 Light Truck Goodyear Wrangler AT Adventure 255/65R17110T SL WRL AT ADVENTURE OWL 255/65R17 Available $ 285.60 $ 148.51 $ - 758069572Light Truck Goodyear Wrangler AT Adventure 255/65R17110T SL WRL AT ADVENTURE BSL 255/65R17 Available $ 246.67 $ 128.27 $ - 758070571 Light Truck Goodyear Wrangler AT Adventure 265f70R18116T SL WRL AT ADVENTURE OWL 265f70R18 Available $ 275.79 $ 143.41 $ - 758073571 Light Truck Goodyear Wrangler AT Adventure 275/60R20115T SL WRL AT ADVENTURE OWL 275/60R20 Available $ 340.87 $ 177.25 $ - 758074572Light Truck Goodyear Wrangler AT Adventure 255f70R1 8 113T SL WRL AT ADVENTURE BSL 255f70R18 Available $ 272.48 $ 141.69 $ - 758074707Light Truck Goodyear Wrangler AT Adventure 255f70R1 8 113T SL WRL AT ADVENTURE BSW 255f70R18 Discontinued $ 278.75 $ 144.95 $ - 758076571 Light Truck Goodyear Wrangler AT Adventure 265/60R18110T SL WRL AT ADVENTURE OWL 265/60R18 Available $ 301.87 $ 156.97 $ - 758076630Light Truck Goodyear Wrangler AT Adventure 265/60R18110T SL WRL AT ADVENTURE VSB 265/60R18 Available $ 294.83 $ 153.31 $ - 758078571 Light Truck Goodyear Wrangler AT Adventure 235f70R17109T XL WRL AT ADVENTURE OWL 235f70R17 Available $ 263.63 $ 137.09 $ - 758079572Light Truck Goodyear Wrangler AT Adventure 235f70R16106T SL WRL AT ADVENTURE BSL 235f70R16 Available $ 230.58 $ 119.90 $ - 758080571 Light Truck Goodyear Wrangler AT Adventure 245f70R17110T SL WRL AT ADVENTURE OWL 245f70R17 Available $ 278.25 $ 144.69 $ - 758081572Light Truck Goodyear Wrangler AT Adventure 275/65R1 8 116T SL WRL AT ADVENTURE BSL 275/65R18 Available $ 305.17 $ 158.69 $ - 758082572Light Truck Goodyear Wrangler AT Adventure 275/60R20115T SL WRL AT ADVENTURE BSL 275/60R20 Available $ 332.46 $ 172.88 $ - 758083572Light Truck Goodyear Wrangler AT Adventure 255/60R1 9 109T SL WRL AT ADVENTURE BSL 255/60R19 Available $ 354.33 $ 184.25 $ - 758088572Light Truck Goodyear Wrangler AT Adventure 255/65R18111 T SL WRL AT ADVENTURE BSL 255/65R18 Available $ 293.56 $ 152.65 $ - 758089572Light Truck Goodyear Wrangler AT Adventure 235f75R1 7 109T SL WRL AT ADVENTURE BSL 235f75R17 Available $ 245.79 $ 127.81 $ - 758124630Light Truck Goodyear Wrangler AT Adventure 265/50R20107T SL WRL AT ADVENTURE VSB 265/50R20 Available $ 294.15 $ 152.96 $ - 758177707Light Truck Goodyear Wrangler AT Adventure 245f75R1 7 112T SL WRL AT ADVENTURE BSW 245f75R17 Available $ 256.27 $ 133.26 $ - 758592571 Light Truck Goodyear Wrangler AT Adventure 245/65R1 7 107T SL WRL AT ADVENTURE OWL 245/65R17 Available $ 264.44 $ 137.51 $ - 758592572Light Truck Goodyear Wrangler AT Adventure 245/65R1 7 107T SL WRL AT ADVENTURE BSL 245/65R17 Available $ 258.83 $ 134.59 $ - 758649189 Light Truck Goodyear Wrangler Silentarmor P275/60R20 114T WRL SLTARMR SL OWL TL P275/60R20 Available $ 464.37 $ 241.47 $ - 758762571 Light Truck Goodyear Wrangler AT Adventure 245/70R1 6 107T SL WRL AT ADVENTURE OWL 245f70R16 Available $ 241.17 $ 125.41 $ - 758912189 Light Truck Goodyear Wrangler Silentarmor P245f75R17 110T WRL SLTARMR SL OWL TL P245f75R17 Available $ 304.62 $ 158.40 $ - 771760369 Light Truck Goodyear Cargo Ultrgrip 225f75R16C 118/116 CARGO ULTRAGRIP 2 225f75R16C Available $ 444.31 $ 231.04 $ - 771807299 Light Truck Goodyear Cargo Vector 205/65R15C 102T CARGO VECTOR 2 M&S 205/65R15C Available $ 223.88 $ 116.42 $ - 771811118 Light Truck Goodyear Cargo 205/65R15C 102/10OR LR-C CARGO G26 BLTTL 205/65R15C Available $ 197.63 $ 102.77 $ - 773017415 Light Truck Goodyear Wrangler ST P225f75R16 S2 104S WRL ST VSB TL P225f75R16 Available $ 150.00 $ 78.00 $ - 773422430 Light Truck Goodyear Wrangler ST P265f70R17 S2 113S WRL ST BSLRPTL P265f70R17 Discontinued $ 279.19 $ 145.18 $ - 773422431 Light Truck Goodyear Wrangler ST P265f70R17 S2 113S WRL ST OWLRPTL P265f70R17 Discontinued $ 287.44 $ 149.47 $ - 773430430 Light Truck Goodyear Wrangler ST P235f75R16 S2 106S WRL ST BSLRPTL P235f75R16 Discontinued $ 218.31 $ 113.52 $ - 773430431 Light Truck Goodyear Wrangler ST P235f75R16S2 WRLSTOWLRPTL P235f75R16 Discontinued $ 226.13 $ 117.59 $ - 795698918 Light Truck Goodyear Wrangler Radial P235f75R15105S S2 WRL H RAD OWLRPTL P235/75R15 Available $ 119.63 $ 62.21 $ - 139065028 Commercial LT Goodyear G633 RSD 8R195 F G633 RSD TL 8R19.5 Available $ 633.31 $ 253.32 $ 0.19- 139072303 Commercial LT Goodyear G949 RSA LT225f75R16 E G949 RSA TL LT225f75R16 Discontinued $ 536.69 $ 214.68 $ - 139072304 Commercial LT Goodyear G933 RSD LT225f75R16 E G933 RSD TL LT225f75R16 Discontinued $ 556.09 $ 222.44 $ - 139072305 Commercial LT Goodyear G947 RSS LT225f75R16 E G947 RSS TL LT225f75R16 Discontinued $ 556.19 $ 222.48 $ - 139080303 Commercial LT Goodyear G949 RSA LT235/85R16 E G949 RSA TL LT235/85R16 Discontinued $ 561.86 $ 224.74 $ - 139080304 Commercial LT Goodyear G933 RSD LT235/85R16 E G933 RSD TL LT235/85R16 Discontinued $ 573.27 $ 229.31 $ - 139080305 Commercial LT Goodyear G947 RSS LT235/85R16 E G947 RSS TL LT235/85R16 Discontinued $ 567.55 $ 227.02 $ - 139080307 Commercial LT Goodyear G971 LT235/85R 16 E G971 TL LT235/85R16 Available $ 623.12 $ 249.25 $ - 139081303 Commercial LT Goodyear G949 RSA LT215/85R16 E G949 RSA TL LT215/85R16 Discontinued $ 552.42 $ 220.97 $ - 139081304 Commercial LT Goodyear G933 RSD LT215/85R16 E G933 RSD TL LT215/85R16 Discontinued $ 544.65 $ 217.86 $ - 139081305 Commercial LT Goodyear G947 RSS LT215/85R16 E G947 RSS TL LT215/85R16 Discontinued $ 550.52 $ 220.21 $ - 139081307 Commercial LT Goodyear G971 LT215/85R16 E G971 TL LT215/85R16 Available $ 591.97 $ 236.79 $ - 139082303 Commercial LT Goodyear G949 RSA LT245f75R16 E G949 RSA TL LT245f75R16 Discontinued $ 578.73 $ 231.49 $ - 1390823041 Commercial LT Goodyear G933 RSD LT245f75R16 E G933 RSD TL LT245f75R16 Discontinued $ 590.49 $ 236.20 $ - 1390823051 Commercial LT Goodyear G947 RSS LT245f75R16 E G947 RSS TL LT245f75R16 Discontinued $ 584.58 $ 233.83 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ forthe latest pricing information. 19 of 52 Page 494 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable Smartway 7/1/�0-18 139172053 Commercial LT Goodyear G647 RSS 225f7OR195 G G647 RSS TL 225f7OR19.5 Available $ 652.70 $ 261.08 $ 4.44 139177080 Commercial LT Goodyear G647 RSS 245f70R195 133/131 L G G647 RSS TL 245f7OR19.5 Available $ 686.35 $ 274.54 $ 9.83 139210133 Commercial LT Goodyear Regional RHS 205f75R17.5 F 124/122 L REGIONAL RHS TL 205f75R17.5 Available $ 782.89 $ 313.16 $ 0.19 139229099 Commercial LT Goodyear G614 RST LT235/85R16G G614 RST TL LT235/85R16 Available $ 644.49 $ 257.80 $ 2.36 139418050 Commercial LT Goodyear G670 RV 225f7OR195 F G670RV TL 225f7OR19.5 Available $ 765.08 $ 306.03 $ 1.32 139418053 Commercial LT Goodyear G647 RSS 225f70R195 F G647 RSS BL TL 225f7OR19.5 Available $ 630.27 $ 252.11 $ 1.32 139418205 Commercial LT Goodyear G622 RSD 225f7OR195 F G622 RSD TL 225f7OR19.5 Available $ 652.11 $ 260.84 $ 1.32 139699080 Commercial LT Goodyear G647 RSS 8R19.5 F G647 RSS TL 8R19.5 Available $ 632.03 $ 252.81 $ 0.19 139699107 Commercial LT Goodyear G171 8R195 F G171 TL 8R19.5 Available $ 640.54 $ 256.22 $ 0.19 139711581 Commercial LT Goodyear G661 HSA 245f7OR19.5 136/134L H G661 HSA TL 245f7OR19.5 Discontinued $ 714.38 $ 285.75 $ 13.61 139715672 Commercial LT Goodyear Endurance RSD LT245f75R16 E 120/116Q ENDURANCE RSD LT245f75R16 Available $ 590.49 $ 236.20 $ - 139715674 Commercial LT Goodyear Endurance RSA LT245f75R16 E 120/116Q ENDURANCE RSATL LT245f75R16 Available $ 610.74 $ 244.30 $ - 139755205 Commercial LT Goodyear G622 RSD 225f7OR195 128/126N G G622 RSD TL 225f7OR19.5 Available $ 663.10 $ 265.24 $ 4.44 139755581 Commercial LT Goodyear G661 HSA 225f7OR19.5 128/126N G G661 HSA TL 225f7OR19.5 Discontinued $ 677.74 $ 271.10 $ 4.44 139755674 Commercial LT Goodyear Endurance RSA 225f70R19.5 G ENDURANCE RSA TL 225f7OR19.5 Available $ 698.07 $ 279.23 $ 4.44 139823678 Commercial LT Goodyear Regional RHT II 245f7OR17.5 J REGIONAL RHT II M+S TL 245f7OR17.5 Available $ 699.27 $ 279.71 $ 23.63 139824679 Commercial LT Goodyear Regional RHS 235f75R17.5 H 132/130L REGIONAL RHS TL 235f75R17.5 Available $ 876.69 $ 350.68 $ 8.60 139828674 Commercial LT Goodyear Endurance RSA 245f7OR19.5 H ENDURANCE RSA TL 245f7OR19.5 Available $ 735.80 $ 294.32 $ 13.61 139862672 Commercial LT Goodyear Endurance RSD LT225f75R16 E 115/112Q ENDURANCE RSD LT225f75R16 Available $ 556.09 $ 222.44 $ - 139862674 Commercial LT Goodyear Endurance RSA LT225f75R16 E 115/112Q ENDURANCE RSA TL LT225f75R16 Available $ 573.77 $ 229.51 $ - 139866672 Commercial LT Goodyear Endurance RSD LT215/85R16 E 115/112Q ENDURANCE RSD LT215/85R16 Available $ 544.65 $ 217.86 $ - 139866674 Commercial LT Goodyear Endurance RSA LT215/85R16 E 115/112Q ENDURANCE RSA TL LT215/85R16 Available $ 579.05 $ 231.62 $ - 139913050 Commercial LT Goodyear G670 RV 245f7OR 195 G G670RV TL 245f7OR19.5 Available $ 969.57 $ 387.83 $ 9.83 139913205 Commercial LT Goodyear G622 RSD 245f7OR 195 G G622 RSD TL 245f7OR19.5 Available $ 714.38 $ 285.75 $ 9.83 271124002 Commercial LT Dunlop SP348 225f7OR19.5 G 128/16L DUN SP348 225f7OR19.5 Available $ 544.86 $ 217.94 $ 4.44 271124003 Commercial LT Dunlop SP348 245f7OR19.5 G 133/132L DUN SP348 245f7OR19.5 Available $ 577.88 $ 231.15 $ 9.83 271127053 Commercial LT Dunlop SP461 225f7OR195 G DUNLOP SP461 TL 225f7OR19.5 Available $ 588.90 $ 235.56 $ 4.44 271127093 Commercial LT Dunlop SP461 245f7OR195 G DUNLOP SP461 TL 245f7OR19.5 Available $ 623.30 $ 249.32 $ 9.83 135349002 Medium Truck Goodyear G114 10R175 H G114 STTL 10R17.5 Available $ 894.74 $ 357.90 $ 11.06 135576003 Medium Truck Goodyear G114 1000R15TR J G114 STTT 1000R15 Discontinued $ 749.53 $ 299.81 $ 32.51 138001337 Medium Truck Goodyear G661 HSA 9R225 133/131 L F G661 HSA TL 9R22.5 Available $ 756.52 $ 302.61 $ 9.83 138008291 Medium Truck Goodyear G316 LHT Duraseal 11 R22.5 G G316 LHT DURASEAL RPTL 11 R22.5 Discontinued $ 960.02 $ 384.01 $ 25.23 138026335 Medium Truck Goodyear G177 OTR 1200R24 158/155D J G177 OTR TT 12.00R24 Available $ 1,834.82 $ 733.93 $ - 138057363 Medium Truck Goodyear G272 MSA 12.00R20 154 J G272 MSA TL 12.00R20 Available $ 1,414.69 $ 565.88 $ 45.08 138127576 Medium Truck Goodyear G751 MSA 12R225 H G751 MSA TL 12R22.5 Available $ 1,460.44 $ 584.18 $ 36.76 138127578 Medium Truck Goodyear G731 MSA 12R225 H G731 MSA TL 12R22.5 Available $ 1,460.44 $ 584.18 $ 36.76 138127652 Medium Truck Goodyear Armor Max Pro Grade MSD 12R225 H ARMOR MAX PRO GRADE MSD TL 12R22.5 Available $ 1,457.14 $ 582.86 $ 36.76 138161295 Medium Truck Goodyear Regaional RHD II 11R22.5 H REGIONAL RHD II(G137) 11 R22.5 Discontinued $ 1,333.07 $ 533.23 $ 32.51 138161753 Medium Truck Goodyear Endurance LHS 11 R22.5 146/143L H ENDURANCE LHS 11 R22.5 Available $ 1,085.97 $ 434.39 $ 29.39 Smartway Certified 138179089 Medium Truck Goodyear Marathon LHS 11 R225 H MARATHON LHS TL 11 R22.5 Available $ 803.43 $ 321.37 $ 29.39 138179308 Medium Truck Goodyear G662 RSA Fuel Max 11R225 146/143L H G662 RSA FUEL MAX TL 11 R22.5 Discontinued $ 1,052.56 $ 421.02 $ 29.39 Smartway Certified 138179337 Medium Truck Goodyear G661 HSA 11 R225 146/143L H G661 HSA TL 11 R22.5 Discontinued $ 1,045.51 $ 418.20 $ 29.39 138179647 Medium Truck Goodyear FuelMax RSA 11 R22.5 146/143L H FUELMAX RSA 11 R22.5 Available $ 1,084.12 $ 433.65 $ 29.39 Smartway Certified 138179674 Medium Truck Goodyear Endurance RSA 11R225 H ENDURANCE RSA TL 11 R22.5 Available $ 1,076.87 $ 430.75 $ 29.39 138179734 Medium Truck Goodyear Endurance LHD 11R225 H ENDURANCE LHD 11 R22.5 Available $ 1,199.87 $ 479.95 $ 29.39 Smartway Certified 138179737 Medium Truck Goodyear MARATHON RSA 11R225 H MARATHON RSA TL 11 R22.5 Available $ 787.41 $ 314.96 $ 29.39 138179739 Medium Truck Goodyear MARATHON RSS 11R225 H MARATHON RSS TL 11 R22.5 Available $ 706.58 $ 282.63 $ 29.39 138302265 Medium Truck Goodyear G622 RSD 12R225 H G622 RSD TL 12R22.5 Available $ 1,233.02 $ 493.21 $ 36.76 138302668 Medium Truck Goodyear G282 MSD 12R225 150/147 H G282 MSD TL 12R22.5 Available $ 1,326.26 $ 530.50 $ 36.76 138302669 Medium Truck Goodyear G182 RSD 12R225 150/147 H G182 RSD TL 12R22.5 Available $ 1,251.69 $ 500.68 $ 36.76 138304222 Medium Truck Goodyear G386 MSS 1000R20 H G386 MSS TT 10.00R20 Discontinued $ 708.50 $ 283.40 $ 29.39 138304666 Medium Truck Goodyear G288 MSA 1000R20 H G288 MSA TT 10.00R20 Discontinued $ 1,024.19 $ 409.68 $ 29.39 138307265 Medium Truck Goodyear G622 RSD 11R225 H G622 RSD TL 11 R22.5 Available $ 1,059.34 $ 423.74 $ 29.39 138307668 Medium Truck Goodyear G282 MSD 11 R225 146/143 H G282 MSD TL 11 R22.5 Available $ 1,153.28 $ 461.31 $ 29.39 138308668 Medium Truck Goodyear G282 MSD 11 R245 149/146 H G282 MSD TL 11 R24.5 Available $ 1,222.49 $ 489.00 $ 34.59 138377231 Medium Truck Goodyear G177 1000R20 H G177 TT 10.00R20 Discontinued $ 986.65 $ 394.66 $ 29.39 138377553 Medium Truck Goodyear G286 1000R20 H G286 TT 10.00R20 Discontinued $ 697.22 $ 278.89 $ 29.39 138377893 Medium Truck Goodyear G186 1000R20 H G186 TT 10.00R20 Discontinued $ 677.40 $ 270.96 $ 29.39 138382187 Medium Truck Goodyear G149 RSA 1100R20 H G149 RSA TT 11.00R20 Discontinued $ 935.58 $ 374.23 $ 36.76 138382231 Medium Truck Goodyear G177 1100R20 H G177 TT 11.00R20 Available $ 1,392.74 $ 557.10 $ 36.76 138382553 Medium Truck Goodyear G286 1100R20 H G286 TT 11.00R20 Discontinued $ 830.86 $ 332.34 $ 36.76 138382666 Medium Truck Goodyear G288 MSA 1100R20 H G288 MSA TT 11.00R20 Discontinued $ 1,284.01 $ 513.60 $ 36.76 138382667 Medium Truck Goodyear G287 MSA 1100R20 H G287 MSA TT 11.00R20 Available $ 1,263.65 $ 505.46 $ 36.76 138382759 Medium Truck Goodyear G124 1100R20 H G124 TT 11.00R20 Discontinued $ 1,012.86 $ 405.14 $ 36.76 138382848 Medium Truck Goodyear G159 1100R20 H G159 TT 11.00R20 Discontinued $ 823.94 $ 329.58 $ 36.76 138384231 Medium Truck Goodyear G177 1100R22 H G177 TT 11.00R22 Discontinued $ 1,204.61 $ 481.84 $ 40.92 138384553 Medium Truck Goodyear G286 1100R22 H G286 TT 11.00R22 Discontinued $ 897.36 $ 358.94 $ 40.92 138384666 Medium Truck Goodyear G288 MSA 1100R22 H G288 MSA TT 11.00R22 Discontinued $ 1,255.49 $ 502.20 $ 40.92 138384667 Medium Truck Goodyear G287 MSA 1100R22 H G287 MSA TT 11.00R22 Discontinued $ 1,171.09 $ 468.44 $ 40.92 138387553 Medium Truck Goodyear G286 1100R24 H G286 TT 11.00R24 Discontinued $ 1,198.99 $ 479.60 $ 45.08 138389427 Medium Truck Goodyear G386 1200R20 J G386 TT 12.00R20 Discontinued $ 1,235.83 $ 494.33 $ 45.08 138391231 Medium Truck Goodyear G177 1200R24 J G177 TT 12.00R24 Available $ 1,660.00 $ 664.00 $ 55.47 138391553 Medium Truck Goodyear G286 1200R24 J G286 TT 12.00R24 Discontinued $ 1,104.35 $ 441.74 $ 55.47 138473245 Medium Truck Goodyear G287 MSA DURASEAL 11 R245 H G287 MSA W/DURASEAL TL 11 R24.5 Discontinued $ 1,245.63 $ 498.25 $ 34.59 138473258 Medium Truck Goodyear G288 MSA DURASEAL 11 R245 H G288 MSA DURASEAL TL 11 R24.5 Available $ 1,399.09 $ 559.64 $ 34.59 138473259 Medium Truck Goodyear G177 DURASEAL 11R245 H G177 DURASEAL TL 11 R24.5 Discontinued $ 1,469.73 $ 587.89 $ 34.59 138542295 Medium Truck Goodyear REGIONAL RHD II 12R22.5 J REGIONAL RHD II(G137) 12R22.5 Discontinued $ 1,214.72 $ 485.89 $ 40.92 138556156 Medium Truck Goodyear G392 SSD 445/50R22.5 J G392 SSD 445/50R22.5 Discontinued $ 2,266.06 $ 906.42 $ 47.63 138577223 Medium Truck Goodyear G377 MSD 12R22.5 H 150/147 G377 MSD TL 12R22.5 Discontinued $ 1,015.95 $ 406.38 $ 36.76 138577337 Medium Truck Goodyear G661 HSA 12R225 150/147L H G661 HSA TL 12R22.5 Discontinued $ 1,178.76 $ 471.50 $ 36.76 1386557151 Medium Truck lGoodyear G288 1120OR24 J G288 TT 112.00R24 I Available 1 $ 1,470.46 1$ 588.18 1$ 55.47 1387045531 Medium Truck IGoodyear,G286 1140OR20 L G286 TT 114.00R20 I Discontinued $ 1,688.10 $ 675.24 $ 35.44 1387698951 Medium Truck IGoodyearIG186 11OR225 F G186 TL 11OR22.5 I Discontinued $ 622.80 $ 249.12 $ 16.07 Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ forthe latest pricing information. 20 of 52 Page 495 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable Smartway 7/1/�0-18 138770774 Medium Truck Goodyear G124 1OR225 G G124 TL 10R22.5 Discontinued $ 763.33 $ 305.33 $ 20.51 138781088 Medium Truck Goodyear Regional RHD 12R225 152L J REGIONAL RHD TL 12R22.5 Discontinued $ 992.99 $ 397.20 $ 40.92 138783674 Medium Truck Goodyear Endurance RSA 12R225 H ENDURANCE RSA TL 12R22.5 Available $ 1,214.12 $ 485.65 $ 36.76 138783737 Medium Truck Goodyear MARATHON RSA 12R225 H MARATHON RSA 12R22.5 Available $ 905.54 $ 362.22 $ 36.76 138792674 Medium Truck Goodyear Endurance RSA 1OR225 G ENDURANCE RSA TL 10R22.5 Available $ 992.42 $ 396.97 $ 20.51 138792737 Medium Truck Goodyear MARATHON RSA 1OR225 G MARATHON RSA TL 10R22.5 Available $ 740.18 $ 296.07 $ 20.51 138798528 Medium Truck Goodyear G741 MSD 11R245 149/146K H G741 MSD TL 11 R24.5 Available $ 1,396.67 $ 558.67 $ 34.59 138798576 Medium Truck Goodyear G751 MSA 11R245 H G751 MSA TL 11 R24.5 Available $ 1,334.54 $ 533.82 $ 34.59 138798578 Medium Truck Goodyear G731 MSA 11R245 H G731 MSA TL 11 R24.5 Available $ 1,333.60 $ 533.44 $ 34.59 138798652 Medium Truck Goodyear Armor Max Pro Grade MSD 11R245 H ARMOR MAX PRO GRADE MSD TL 11 R24.5 Available $ 1,343.08 $ 537.23 $ 34.59 138798653 Medium Truck Goodyear Armor Max Pro MSD Dura 11R245 H ARMOR MAX PRO GRADE MSD DURAS 11 R24.5 Available $ 1,469.73 $ 587.89 $ 34.59 138798662 Medium Truck Goodyear G287 MSA 11R245 H G287 MSA TL 11 R24.5 Discontinued $ 1,225.33 $ 490.13 $ 34.59 138798665 Medium Truck Goodyear G288 MSA 11R245 H G288 MSA TL 11 R24.5 Discontinued $ 1,194.67 $ 477.87 $ 34.59 138798689 Medium Truck Goodyear Workhorse MSA 11R245 149/146K H WORKHORSE MSA TL 11 R24.5 Available $ 857.24 $ 342.90 $ 34.59 138799245 Medium Truck Goodyear G287 MSA DURASEAL 11R225 H G287 MSA DURASEAL TL 11R22.5 Discontinued $ 1,175.12 $ 470.05 $ 29.39 138799258 Medium Truck Goodyear G288 MSA DURASEAL 11R225 H G288 MSA DURASEAL TL 11R22.5 Discontinued $ 1,319.89 $ 527.96 $ 29.39 138799259 Medium Truck Goodyear G177 DURASEAL 11R225 H G177 DURASEAL TL 11 R22.5 Discontinued $ 1,386.55 $ 554.62 $ 29.39 138799528 Medium Truck Goodyear G741 MSD 11R225 146/143K H G741 MSD TL 11 R22.5 Available $ 1,312.87 $ 525.15 $ 29.39 138799576 Medium Truck Goodyear G751 MSA 11R225 H G751 MSA TL 11 R22.5 Available $ 1,258.99 $ 503.60 $ 29.39 138799577 Medium Truck Goodyear G751 MSA DURASEAL 11R225 H G751 MSA DURASEALTL 11 R22.5 Available $ 1,372.31 $ 548.92 $ 29.39 138799578 Medium Truck Goodyear G731 MSA 11R225 H G731 MSA TL 11 R22.5 Available $ 1,258.99 $ 503.60 $ 29.39 138799579 Medium Truck Goodyear G731 MSA DURASEAL 11R225 H G731 MSA DURASEALTL 11 R22.5 Available $ 1,372.31 $ 548.92 $ 29.39 138799652 Medium Truck Goodyear Armor Max Pro Grade MSD 11R225 H ARMOR MAX PRO GRADE MSD TL 11 R22.5 Available $ 1,267.06 $ 506.82 $ 29.39 138799653 Medium Truck Goodyear Armor Max Pro MSD Dura 11R225 H ARMOR MAX PRO GRADE MSD DURAS 11 R22.5 Available $ 1,386.55 $ 554.62 $ 29.39 138799662 Medium Truck Goodyear G287 MSA 11R225 H G287 MSA TL 11 R22.5 Discontinued $ 1,080.53 $ 432.21 $ 29.39 138799665 Medium Truck Goodyear G288 MSA 11R225 H G288 MSA TL 11 R22.5 Discontinued $ 1,127.05 $ 450.82 $ 29.39 138799689 Medium Truck Goodyear Workhorse MSA 11 R225 146/143K H WORKHORSE MSA TL 11 R22.5 Available $ 808.73 $ 323.49 $ 29.39 138801089 Medium Truck Goodyear Marathon LHS 11 R245 G MARATHON LHS TL 11 R24.5 Available $ 834.93 $ 333.97 $ 29.39 138801185 Medium Truck Goodyear G182 RSD 11R245 G G182 RSD TL 11 R24.5 Available $ 1,153.70 $ 461.48 $ 29.39 138801263 Medium Truck Goodyear G316 LHT LHT MAX 11 R245 G G316 LHT FUEL MAX TL 11 R24.5 Available $ 936.88 $ 374.75 $ 29.39 Smartway Certified 138801265 Medium Truck Goodyear G622 RSD 11 R245 G G622 RSD TL 11 R24.5 Available $ 1,100.89 $ 440.36 $ 29.39 138801337 Medium Truck Goodyear G661 HSA 11R245 146/143L G G661 HSA TL 11 R24.5 Discontinued $ 1,086.51 $ 434.60 $ 29.39 138801632 Medium Truck Goodyear Fuel MAX LHS 11 R245 G FUEL MAX LHS 11 R24.5 Discontinued $ 1,241.40 $ 496.56 $ 29.39 Smartway Certified 138801647 Medium Truck Goodyear FuelMax RSA 11 R24.5 146/143L G FUELMAX RSA 11 R24.5 Available $ 1,104.12 $ 441.65 $ 29.39 Smartway Certified 138801674 Medium Truck Goodyear Endurance RSA 11R245 G ENDURANCE RSA TL 11 R24.5 Available $ 1,119.12 $ 447.65 $ 29.39 138801687 Medium Truck Goodyear MARATHON LHD 11R245 G MARATHON LHD GY BSL TL 11 R24.5 Available $ 851.65 $ 340.66 $ 29.39 138801692 Medium Truck Goodyear MARATHON LHT 11R24.5 146/143L G MARATHON LHT 11 R24.5 Available $ 718.02 $ 287.21 $ 29.39 138801753 Medium Truck Goodyear Endurance LHS 11 R24.5 146/143L G ENDURANCE LHS 11 R24.5 Available $ 1,128.56 $ 451.42 $ 29.39 Smartway Certified 138802089 Medium Truck Goodyear Marathon LHS 11R225 G MARATHON LHS TL 11 R22.5 Available $ 787.68 $ 315.07 $ 25.23 138802101 Medium Truck Goodyear G3381AD 11R225 G G3381AD TL 11 R22.5 Discontinued $ 1,144.62 $ 457.85 $ 25.23 138802111 Medium Truck Goodyear G182 RSD 11R225 G G182 RSD TL 11 R22.5 Available $ 1,088.41 $ 435.36 $ 25.23 138802125 Medium Truck Goodyear G149 RSA 11R225 G G149 RSA TL 11 R22.5 Discontinued $ 791.05 $ 316.42 $ 25.23 138802237 Medium Truck Goodyear G167A 11R225 G G167A TL 11 R22.5 Discontinued $ 724.39 $ 289.76 $ 25.23 138802244 Medium Truck Goodyear G372A LHD 11R225 GG372A LHD TL 11 R22.5 Discontinued $ 1,014.39 $ 405.76 $ 25.23 138802271 Medium Truck Goodyear G328 11R225 G G328 TL 11 R22.5 Discontinued $ 767.83 $ 307.13 $ 25.23 138802314 Medium Truck Goodyear G357 11R225 G G357 TL 11 R22.5 Discontinued $ 705.72 $ 282.29 $ 25.23 138802364 Medium Truck Goodyear G316 LHT FUELMAX DURA 11 R225 G G316 LHT FUEL MAX DURASEAL 11 R22.5 Available $ 979.00 $ 391.60 $ 25.23 Smartway Certified 138802432 Medium Truck Goodyear G372 LHD 11R225 G G372 LHD TL 11 R22.5 Discontinued $ 768.85 $ 307.54 $ 25.23 138802453 Medium Truck Goodyear G164 RTD 11R225 G G164 RTD TL 11 R22.5 Discontinued $ 881.74 $ 352.70 $ 25.23 138802596 Medium Truck Goodyear G399A LHS FUELMAX 11 R225 G G399A LHS FUEL MAX TL 11R22.5 Available $ 1,064.65 $ 425.86 $ 25.23 Smartway Certified 138802632 Medium Truck Goodyear Fuel MAX LHS 11 R225 G FUEL MAX LHS 11 R22.5 Discontinued $ 1,171.12 $ 468.45 $ 25.23 Smartway Certified 138802647 Medium Truck Goodyear FuelMax RSA 11 R22.5 144/141 L G FUELMAX RSA 11 R22.5 Available $ 1,062.88 $ 425.15 $ 25.23 Smartway Certified 138802674 Medium Truck Goodyear Endurance RSA 11R225 G ENDURANCE RSA TL 11 R22.5 Available $ 1,055.76 $ 422.30 $ 25.23 138802687 Medium Truck Goodyear MARATHON LHD 11R225 G MARATHON LHD GY BSL TL 11 R22.5 Available $ 819.52 $ 327.81 $ 25.23 138802692 Medium Truck Goodyear MARATHON LHT 11R22.5 144/142L G MARATHON LHT 11 R22.5 Available $ 677.39 $ 270.96 $ 25.23 138802734 Medium Truck Goodyear Endurance LHD 11R225 G ENDURANCE LHD 11 R22.5 Available $ 1,199.48 $ 479.79 $ 25.23 Smartway Certified 138802753 Medium Truck Goodyear Endurance LHS 11 R22.5 144/142L G ENDURANCE LHS 11 R22.5 Available $ 1,064.65 $ 425.86 $ 25.23 Smartway Certified 138802840 Medium Truck Goodyear G397 LHS 11R225 G G397 LHS TL 11 R22.5 Discontinued $ 592.75 $ 237.10 $ 25.23 138803185 Medium Truck Goodyear G182 RSD 11R225 H G182 RSD TL 11 R22.5 Available $ 1,110.17 $ 444.07 $ 29.39 138803230 Medium Truck Goodyear G177 11R225 H G177 TL 11 R22.5 Discontinued $ 1,267.06 $ 506.82 $ 29.39 138803237 Medium Truck Goodyear G167A 11R225 H G167A STTL 11 R22.5 Discontinued $ 744.09 $ 297.64 $ 29.39 138803301 Medium Truck Goodyear G244 MSD 11R225 H G244 MSD TL 11 R22.5 Discontinued $ 856.18 $ 342.47 $ 29.39 138803441 Medium Truck Goodyear G357 LHS 11R225 H G357 LHS TL 11 R22.5 Discontinued $ 660.74 $ 264.30 $ 29.39 138803453 Medium Truck Goodyear G164 RTD 11R225 H G164 RTD TL 11 R22.5 Discontinued $ 873.34 $ 349.34 $ 29.39 138803554 Medium Truck Goodyear G286 11R225 H G286 TL 11 R22.5 Discontinued $ 721.53 $ 288.61 $ 29.39 138803738 Medium Truck Goodyear MARATHON RSD 11R225 H MARATHON RSD TL 11 R22.5 Available $ 819.52 $ 327.81 $ 29.39 138803895 Medium Truck Goodyear G186 11 R225 H G186 TL 11 R22.5 Discontinued $ 699.01 $ 279.60 $ 29.39 138810101 Medium Truck Goodyear G3381AD 11R245 G G3381AD TL 11 R24.5 Discontinued $ 1,123.43 $ 449.37 $ 29.39 138810237 Medium Truck Goodyear G167A 11 R245 G G167A STTL 11 R24.5 Discontinued $ 782.26 $ 312.90 $ 29.39 138810244 Medium Truck Goodyear G372A LHD 11R245 G G372A LHD TL 11 R24.5 Discontinued $ 1,095.54 $ 438.22 $ 29.39 138810271 Medium Truck Goodyear G328 11 R245 G G328 TL 11 R24.5 Discontinued $ 864.71 $ 345.88 $ 29.39 138810314 Medium Truck Goodyear G357 11 R245 G G357 TL 11 R24.5 Discontinued $ 762.22 $ 304.89 $ 29.39 138810432 Medium Truck Goodyear G372 LHD 11R245 G G372 LHD TL 11 R24.5 Discontinued $ 830.31 $ 332.12 $ 29.39 138810453 Medium Truck Goodyear G164 RTD 11 R245 G G164 RTD TL 11 R24.5 Discontinued $ 895.75 $ 358.30 $ 29.39 138810501 Medium Truck Goodyear G362 11R245 G G362 TL 11 R24.5 Discontinued $ 1,039.09 $ 415.64 $ 29.39 138810596 Medium Truck Goodyear G399A LHS FUELMAX 11 R245 G G399A LHS FUELMAX TL 11 R24.5 Discontinued $ 1,128.56 $ 451.42 $ 29.39 Smartway Certified 138810734 Medium Truck Goodyear Endurance LHD 11R245 G ENDURANCE LHD 11 R24.5 Available $ 1,246.93 $ 498.77 $ 29.39 Smartway Certified 138810840 Medium Truck Goodyear G397 LHS 11R245 G G397 LHS TL 11 R24.5 Discontinued $ 640.12 $ 256.05 $ 29.39 1388130891 Medium Truck Goodyear Marathon LHS 11 R245 H MARATHON LHS TL 11 R24.5 Available $ 851.63 $ 340.65 $ 34.59 1388132301 Medium Truck Goodyear G177 11R245 H G177 TL 11 R24.5 Discontinued $ 1,343.08 $ 537.23 $ 34.59 1388132371 Medium Truck Goodyear G167A 11R245 H G167A STTL 11 R24.5 Discontinued $ 786.97 $ 314.79 $ 34.59 138813301 Medium Truck Goodyear G244 MSD 11R245 H G244 MSD TL 11 R24.5 Discontinued $ 915.28 $ 366.11 $ 34.59 1388135541 Medium Truck Goodyear G286 11R245 H G286 TL 11 R24.5 Discontinued $ 778.62 $ 311.45 $ 34.59 Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 21 of 52 Page 496 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable Smartway 7/1/�0-18 138813596 Medium Truck Goodyear G399A LHS FUELMAX 11R245H G399ALHSFUELMAXTL 11 R24.5 Available $ 1,151.10 $ 460.44 $ 34.59 Smartway Certified 138813632 Medium Truck Goodyear Fuel MAX LHS 11R245 H FUEL MAX LHS 11 R24.5 Discontinued $ 1,266.23 $ 506.49 $ 34.59 Smartway Certified 138813647 Medium Truck Goodyear FuelMax RSA 11 R24.5 149/146L H FUELMAX RSA 11 R24.5 Available $ 1,126.66 $ 450.66 $ 34.59 Smartway Certified 138813674 Medium Truck Goodyear Endurance RSA 11R245 H ENDURANCE RSA TL 11 R24.5 Available $ 1,141.48 $ 456.59 $ 34.59 138813687 Medium Truck Goodyear MARATHON LHD 11R245 H MARATHON LHD GY BSL TL 11 R24.5 Available $ 868.68 $ 347.47 $ 34.59 138813734 Medium Truck Goodyear Endurance LHD 11R245 H ENDURANCE LHD 11 R24.5 Available $ 1,271.89 $ 508.76 $ 34.59 Smartway Certified 138813737 Medium Truck Goodyear MARATHON RSA 11R245 H MARATHON RSA TL 11 R24.5 Available $ 834.66 $ 333.86 $ 34.59 138813738 Medium Truck Goodyear MARATHON RSD 11R245 H MARATHON RSD TL 11 R24.5 Available $ 868.68 $ 347.47 $ 34.59 138813738 Medium Truck Goodyear MARATHON RSD 11R245 H MARATHON RSD TL 11 R24.5 Available $ 868.68 $ 347.47 $ 34.59 138813739 Medium Truck Goodyear MARATHON RSS 11R245 H MARATHON RSS TL 11 R24.5 Available $ 748.97 $ 299.59 $ 34.59 138813753 Medium Truck Goodyear Endurance LHS 11R24.5 149/146L H ENDURANCE LHS 11 R24.5 Available $ 1,151.10 $ 460.44 $ 34.59 Smartway Certified 138813895 Medium Truck Goodyear G186 11R245 H G186 TL 11 R24.5 Discontinued $ 754.31 $ 301.72 $ 34.59 138835691 Medium Truck Goodyear WORKHORSE MSD 11 R22.5 146/143J H WORKHORSE MSD TL 11 R22.5 Available $ 854.12 $ 341.65 $ 29.39 138847691 Medium Truck Goodyear WORKHORSE MSD 11 R24.5 149/146J H WORKHORSE MSD TL 11 R24.5 Available $ 905.38 $ 362.15 $ 34.59 138864230 Medium Truck Goodyear G177 12R225 H G177 TL 12R22.5 Discontinued $ 1,457.14 $ 582.86 $ 36.76 138864245 Medium Truck Goodyear G287 MSA DURASEAL 12R225 H G287 MSA DURASEAL TL 12R22.5 Discontinued $ 1,459.48 $ 583.79 $ 36.76 138864258 Medium Truck Goodyear G288 MSA DURASEAL 12R225 H G288 MSA DURASEAL TL 12R22.5 Discontinued $ 1,244.80 $ 497.92 $ 36.76 138864259 Medium Truck Goodyear G177 DURASEAL 12R225 H G177 DURASEAL TL 12R22.5 Discontinued $ 1,335.72 $ 534.29 $ 36.76 138864301 Medium Truck Goodyear G244 MSD 12R225 H G244 MSD TL 12R22.5 Discontinued $ 1,012.54 $ 405.02 $ 36.76 138864554 Medium Truck Goodyear G286 12R225 H G286 TL 12R22.5 Discontinued $ 881.95 $ 352.78 $ 36.76 138864662 Medium Truck Goodyear G287 MSA 12R225 H G287 MSA TL 12R22.5 Discontinued $ 1,342.04 $ 536.82 $ 36.76 138864665 Medium Truck Goodyear G288 MSA 12R225 H G288 MSA TL 12R22.5 Discontinued $ 1,296.13 $ 518.45 $ 36.76 138869230 Medium Truck Goodyear G177 12R245 H G177 TL 12R24.5 Available $ 1,504.26 $ 601.70 $ 40.92 138869245 Medium Truck Goodyear G287 MSA DURASEAL 12R245 H G287 MSA DURASEAL TL 12R24.5 Discontinued $ 1,392.30 $ 556.92 $ 40.92 138869258 Medium Truck Goodyear G288 MSA DURASEAL 12R245 H G288 MSA DURASEAL TL 12R24.5 Discontinued $ 1,274.81 $ 509.92 $ 40.92 138869259 Medium Truck Goodyear G177 DURASEAL 12R245 H G177 DURASEAL TL 12R24.5 Discontinued $ 1,367.91 $ 547.16 $ 40.92 138869554 Medium Truck Goodyear G286 12R245 H G286 TL 12R24.5 Discontinued $ 903.16 $ 361.26 $ 40.92 138869576 Medium Truck Goodyear G751 MSA 12R245 H G751 MSA TL 12R24.5 Available $ 1,485.60 $ 594.24 $ 40.92 138869662 Medium Truck Goodyear G287 MSA 12R245 H G287 MSA TL 12R24.5 Discontinued $ 1,270.72 $ 508.29 $ 40.92 138869665 Medium Truck Goodyear G288 MSA 12R245 H G288 MSA TL 12R24.5 Discontinued $ 1,406.34 $ 562.54 $ 40.92 138869689 Medium Truck Goodyear WORKHORSE MSA 12R245 152/149K H WORKHORSE MSA TL 12R24.5 Available $ 977.29 $ 390.92 $ 40.92 138941185 Medium Truck Goodyear G182 RSD 11 R245 H G182 RSD TL 11 R24.5 Available $ 1,176.79 $ 470.72 $ 34.59 138941337 Medium Truck Goodyear G661 HSA 11 R245149/146 H G661 HSA TL 11 R24.5 Discontinued $ 1,108.25 $ 443.30 $ 34.59 138947265 Medium Truck Goodyear G622 RSD 1OR225 F G622 RSD TL 10R22.5 Discontinued $ 820.85 $ 328.34 $ 16.07 138947337 Medium Truck Goodyear G661 HSA 1OR225 138/136 F G661 HSA TL 10R22.5 Discontinued $ 1,011.40 $ 404.56 $ 16.07 138948265 Medium Truck Goodyear G622 RSD 1OR225 G G622 RSD TL 10R22.5 Available $ 983.35 $ 393.34 $ 20.51 138948337 Medium Truck Goodyear G661 HSA 1OR225 141/139 G G661 HSA TL 10R22.5 Discontinued $ 963.51 $ 385.40 $ 20.51 138953262 Medium Truck Goodyear G305 LHD FUELMAX 11 R225 G G305 LHD FUEL MAX TL 11 R22.5 Discontinued $ 1,071.69 $ 428.68 $ 25.23 Smartway Certified 138953263 Medium Truck Goodyear G316 LHT FUELMAX 11 R225 G G316 LHT FUEL MAX TL 11 R22.5 Available $ 883.87 $ 353.55 $ 25.23 ISmartway Certified 138953265 Medium Truck Goodyear G622 RSD 11 R225 G G622 RSD TL 11 R22.5 Available $ 1,038.60 $ 415.44 $ 25.23 138953308 Medium Truck Goodyear G662 RSA FUELMAX 11R225 144/142L G G662 RSA FUEL MAX TL 11 R22.5 Discontinued $ 1,031.91 $ 412.76 $ 25.23 Smartway Certified 138953337 Medium Truck Goodyear G661 HSA 11R225 144/142L G G661 HSA TL 11 R22.5 Discontinued $ 1,025.00 $ 410.00 $ 25.23 138953347 Medium Truck Goodyear G399 LHS FuelMax 11R225 144/142L G G399 LHS FUELMAX TL 11 R22.5 Discontinued $ 985.79 $ 394.32 $ 25.23 Smartway Certified 138953357 Medium Truck Goodyear G305AT LHD FUELMAX 11 R225 G G305AT LHD FUELMAX TL 11 R22.5 Discontinued $ 1,166.96 $ 466.78 $ 25.23 Smartway Certified 138953389 Medium Truck Goodyear G619 RST 11 R22.5 G G619 RST TL 11 R22.5 Available $ 960.70 $ 384.28 $ 25.23 138953463 Medium Truck Goodyear G572 LHD FUELMAX 11 R225 G G572 LHD FUELMAX TL 11 R22.5 Discontinued $ 1,089.22 $ 435.69 $ 25.23 Smartway Certified 138953584 Medium Truck Goodyear G572A LHD FUELMAX 11R225 G G572A LHD FUELMAX TL 11R22.5 Discontinued $ 1,199.87 $ 479.95 $ 25.23 Smartway Certified 138953619 Medium Truck Goodyear G5721AD FUELMAX 11R225 G G5721AD FUEL MAX TL 11 R22.5 Available $ 979.55 $ 391.82 $ 25.23 Smartway Certified 138954347 Medium Truck Goodyear G399 LHS FUELMAX 11R225 146/143L H G399 LHS FUELMAX TL 11 R22.5 Discontinued $ 1,085.97 $ 434.39 $ 29.39 Smartway Certified 138954463 Medium Truck Goodyear G572 LHD FUELMAX 11 R225 H G572 LHD FUELMAX TL 11 R22.5 Discontinued $ 1,111.01 $ 444.40 $ 29.39 Smartway Certified 138954584 Medium Truck Goodyear G572A LHD FUELMAX 11R225 H G572A LHD FUELMAX TL 11 R22.5 Discontinued $ 1,199.87 $ 479.95 $ 29.39 Smartway Certified 138954596 Medium Truck Goodyear G399A LHS FUELMAX 11R225H G399ALHSFUELMAXTL 11 R22.5 Available $ 1,085.97 $ 434.39 $ 29.39 Smartway Certified 138954632 Medium Truck Goodyear Fuel MAX LHS 11 R225 H FUEL MAX LHS 11 R22.5 Discontinued $ 1,194.57 $ 477.83 $ 29.39 Smartway Certified 138954644 Medium Truck Goodyear G182 RSD GHG 11 R22.5 146/143L H G182 RSD GHG TL 11 R22.5 Available $ 1,143.48 $ 457.39 $ 29.39 138955308 Medium Truck Goodyear G662 RSA FUELMAX 11 R245 146/143L G G662 RSA FUEL MAX 11 R24.5 Discontinued $ 1,075.02 $ 430.01 $ 29.39 Smartway Certified 138955347 Medium Truck Goodyear G399 LHS FUELMAX 11R245 146/143L G G399 LHS FUELMAX TL 11 R24.5 Discontinued $ 1,128.56 $ 451.42 $ 29.39 Smartway Certified 138955389 Medium Truck Goodyear G619 RST 11 R24.5 G G619 RST TL 11 R24.5 Available $ 1,018.34 $ 407.34 $ 29.39 138955463 Medium Truck Goodyear G572 LHD FUELMAX 11R245 G G572 LHD FUELMAX TL 11 R24.5 Discontinued $ 1,154.58 $ 461.83 $ 29.39 Smartway Certified 138955584 Medium Truck Goodyear G572A LHD FUELMAX 11R245 G G572A LHD FUELMAX TL 11 R24.5 Discontinued $ 1,246.93 $ 498.77 $ 29.39 Smartway Certified 138956308 Medium Truck Goodyear G662 RSA FUELMAX 11R245 149/146L H G662 RSA FUEL MAX 11 R24.5 Discontinued $ 1,093.82 $ 437.53 $ 34.59 Smartway Certified 138956347 Medium Truck Goodyear G399 LHS FuelMax 11R245 149/146L H G399 LHS FUELMAX TL 11 R24.5 Discontinued $ 1,065.84 $ 426.34 $ 34.59 Smartway Certified 138956463 Medium Truck Goodyear G572 LHD FUELMAX 11R245 H G572 LHD FUELMAX TL 11 R24.5 Discontinued $ 1,271.89 $ 508.76 $ 34.59 Smartway Certified 138956584 Medium Truck Goodyear G572A LHD FUELMAX 11R245 H G572ALHD FUELMAX TL 11 R24.5 Discontinued $ 1,271.89 $ 508.76 $ 34.59 Smartway Certified 271102500 Medium Truck Dunlop SP384 FM 295f75R225 G DUN SP384 FM TL 295f75R22.5 Discontinued $ 891.98 $ 356.79 $ 25.23 271102501 Medium Truck Dunlop SP384 FM 11R225 144/142L G DUN SP384 FM TL 11 R22.5 Discontinued $ 910.21 $ 364.08 $ 25.23 271102502 Medium Truck Dunlop SP384 FM 11R225 146/143L H DUN SP384 FM TL 11 R22.5 Discontinued $ 928.41 $ 371.36 $ 29.39 271102503 Medium Truck Dunlop SP384 FM 11R245 146/143L G DUN SP384 FM TL 11 R24.5 Discontinued $ 964.81 $ 385.92 $ 29.39 271102504 Medium Truck Dunlop SP384 FM 11R245 149/146L H DUN SP384 FM TL 11 R24.5 Discontinued $ 984.10 $ 393.64 $ 34.59 271102505 Medium Truck Dunlop SP384 FM 285f75R245 144/141 L G DUN SP384 FM TL 285f75R24.5 Discontinued $ 945.49 $ 378.20 $ 25.23 271102506 Medium Truck Dunlop SP384 FM 295f75R225 H DUN SP384 FM TL 295f75R22.5 Discontinued $ 909.82 $ 363.93 $ 29.39 271108673 Medium Truck Dunlop SP160 11R225 H DUNLOPSP160 TL 11 R22.5 Discontinued $ 749.84 $ 299.94 $ 29.39 271108676 Medium Truck Dunlop SP160 11R245 HDUNLOPSP160 TL 11 R24.5 Available $ 794.82 $ 317.93 $ 34.59 271108790 Medium Truck Dunlop SP160 285f75R245 G DUNLOP SP160 TL 285f75R24.5 Available $ 778.93 $ 311.57 $ 25.23 271108795 Medium Truck Dunlop SP160 295f75R225 G DUNLOP SP160 TL 295f75R22.5 Discontinued $ 734.84 $ 293.94 $ 25.23 271110972 Medium Truck Dunlop SP581 11R245 HDUNLOPSP581 TL 11 R24.5 Discontinued $ 1,074.14 $ 429.66 $ 34.59 271110973 Medium Truck Dunlop SP581 11R225 HDUNLOPSP581 TL 11 R22.5 Discontinued $ 1,013.35 $ 405.34 $ 29.39 271113472 Medium Truck Dunlop SP345 315/80R22.5 DUNLOP L SP345 315/80R22.5 Available $ 1,259.99 $ 504.00 $ 52.83 271122573 Medium Truck Dunlop SP832 11R225 HDUNLOPSP832 TL 11 R22.5 Discontinued $ 950.04 $ 380.02 $ 29.39 271122576 Medium Truck Dunlop SP832 11R245 HDUNLOPSP832 TL 11 R24.5 Discontinued $ 1,007.06 $ 402.82 $ 34.59 271122673 Medium Truck Dunlop SP932 11R225 HDUNLOPSP932 TL 11 R22.5 Discontinued $ 1,045.04 $ 418.02 j$ 29.39 2711226761 Medium Truck Dunlop SP932 11R245 HDUNLOPSP932 TL 11 R24.5 Discontinued $ 1,107.76 $ 443.10 $ 34.59 2711227711 Medium Truck Dunlop SP381 255f70R225 H DUNLOP SP831 TL 255/70R22.5 Available $ 924.74 $ 369.90 $ 18.99 2�71 1240001 Medium Truck IDunlop ISP348 11 R225 146/143L H DUN SP348 TL 11R22.5 Discontinued $ 892.06 $ 356.82 $ 29.39 Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 22 of 52 Page 497 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't ease Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status soot Date: Calculated FET if Net Price applicable Smartway 7/1/�0-18 271124001 Medium Truck Dunlop SP348 11 R245 149/146 H DUN SP348 TL 11 R24.5 Discontinued $ 945.59 $ 378.24 $ 34.59 271124004 Medium Truck Dunlop SP348 1OR225 141/139L G DUN SP348 TL 10R22.5 Discontinued $ 838.55 $ 335.42 $ 20.51 271124005 Medium Truck Dunlop SP348 255f70R22.5 H 140/137M DUN SP348 255f70R22.5 Discontinued $ 812.60 $ 325.04 $ 18.99 271124006 Medium Truck Dunlop SP348 12R225 150/147L H DUN SP348 TL 12R22.5 Discontinued $ 1,025.88 $ 410.35 $ 36.76 271124007 Medium Truck Dunlop SP348 285f75R245 144/141 L G DUN SP348 TL 285f75R24.5 Discontinued $ 922.09 $ 368.84 $ 25.23 271124008 Medium Truck Dunlop SP348 295f75R225 144/141 L G DUN SP348 TL 295f75R22.5 Discontinued $ 874.22 $ 349.69 $ 25.23 271127100 Medium Truck Dunlop SP464 11 R22.5 HDUNLOPSP464 TL 11 R22.5 Discontinued $ 947.00 $ 378.80 $ 29.39 271127101 Medium Truck Dunlop SP464 11 R24.5 HDUNLOPSP464 TL 11 R24.5 Discontinued $ 1,003.81 $ 401.52 $ 34.59 271127104 Medium Truck Dunlop SP464 295f75R225 G SP464 TL 295f75R22.5 Discontinued $ 928.07 $ 371.23 $ 25.23 271127106 Medium Truck Dunlop SP464 285f75R245 G SP464 TL 285f75R24.5 Discontinued $ 983.74 $ 393.50 $ 25.23 271127773 Medium Truck Dunlop SP431A 11R225 H DUNLOP SP431A TL 11 R22.5 Available $ 896.64 $ 358.66 $ 29.39 271127776 Medium Truck Dunlop SP431A 11R245 H DUNLOP SP431A TL 11 R24.5 Available $ 950.43 $ 380.17 $ 34.59 271128195 Medium Truck Dunlop SP431A 295f75R225 G DUNLOP SP431A TL 295f75R22.5 Available $ 878.70 $ 351.48 $ 25.23 271128871 Medium Truck Dunlop SP160 255f70R225 140/137M H DUNLOP SP160 TL 255f70R22.5 Available $ 697.35 $ 278.94 $ 18.99 271131183 Medium Truck Dunlop SP231A 385/65R225 J DUNLOP SP231A TL 385/65R22.5 Available $ 1,360.32 $ 544.13 $ 27.74 271131278 Medium Truck Dunlop SP881 11 R24.5 HDUNLOPSP881 TL 11 R24.5 Available $ 1,267.94 $ 507.18 $ 34.59 271131486 Medium Truck Dunlop SP281 425/65R225 L DUNLOP SP281 TL 425/65R22.5 Available $ 1,520.92 $ 608.37 $ 37.33 271139073 Medium Truck Dunlop Sp193 FM 11R225 G DUNLOP SP193 FM TL 11 R22.5 Discontinued $ 782.76 $ 313.10 $ 25.23 271139076 Medium Truck Dunlop Sp193 FM 11R245 G DUNLOP SP193 FM TL 11 R24.5 Discontinued $ 829.71 $ 331.88 $ 29.39 271139090 Medium Truck Dunlop Sp193 FM 285f75R245 G DUNLOP SP193 FM TL 285f75R24.5 Discontinued $ 813.12 $ 325.25 $ 25.23 271139095 Medium Truck Dunlop Sp193 FM 295f75R225 G DUNLOP SP193 FM TL 295f75R22.5 Discontinued $ 767.08 $ 306.83 $ 25.23 271139500 Medium Truck Dunlop SP456 FM 295f75R22.5 G SP456 FM TL 295f75R22.5 Discontinued $ 943.57 $ 377.43 $ 25.23 271139501 Medium Truck Dunlop SP456 FM 285f75R24.5 G SP456 FM TL 285f75R24.5 Discontinued $ 1,000.19 $ 400.08 $ 25.23 271139502 Medium Truck Dunlop SP456 FM 11 R22.5 G SP456 FM TL 11 R22.5 Discontinued $ 962.83 $ 385.13 $ 25.23 756001762 Medium Truck Goodyear FUEL MAX 435/50R19.5 L 160J FUEL MAX TL 435/50R19.5 Available $ 1,813.50 $ 725.40 $ 60.67 Smartway Certified 756002634 Medium Truck Goodyear OMNITRAC MSS II PLUS 325/95R24 K OMNITRAC MSS II PLUS TL 325/95R24 Available $ 1,409.85 $ 563.94 $ 66.15 756004746 Medium Truck Goodyear OMNITRAC MSD II PLUS 325/95R24 OMNITRAC MSD II PLUS INMETRO 325/95R24 Available $ 1,567.77 $ 627.11 $ 66.15 756060050 Medium Truck Goodyear G670 RV 295/80R225 H G670 RV TL 295/80R22.5 Available $ 1,330.71 $ 532.28 $ 40.92 756067263 Medium Truck Goodyear G316 LHT FUEL MAX 255f70R225 H G316 LHT FUEL MAX 255f70R22.5 Available $ 870.32 $ 348.13 $ 18.99 Smartway Certified 756067674 Medium Truck Goodyear ENDURANCE RSA 255f70R22.5 H ENDURANCE RSA TL 255f70R22.5 Available $ 929.06 $ 371.62 $ 18.99 756067737 Medium Truck Goodyear MARATHON RSA 255f70R225 H MARATHON RSA TL 255f70R22.5 Available $ 717.28 $ 286.91 $ 18.99 756067739 Medium Truck Goodyear MARATHON RSS 255f70R22.5 G 140/137M MARATHON RSS TL 255f70R22.5 Available $ 657.11 $ 262.84 $ 18.99 756074413 Medium Truck Goodyear MARATHON LHT 435/50R19.5 L 160J MARATH LHT TL 435/50R19.5 Discontinued $ 1,760.67 $ 704.27 $ 60.67 756110413 Medium Truck Goodyear Marathon LHT 245f70R175 143/141J H MARATHON LHT TL 245f70R17.5 Discontinued $ 647.48 $ 258.99 $ 23.63 756122288 Medium Truck Goodyear G275 MSA 335/80R20 145M F G275 MSA TL 335/80R20 Discontinued $ 1,957.88 $ 783.15 $ 27.31 756123288 Medium Truck Goodyear G275 MSA 365f70R225 152M G G275 MSA TL 365f70R225 Discontinued $ 2,010.35 $ 804.14 $ 40.92 756125337 Medium Truck Goodyear G661 HSA 265f75R225 138/135L G G661 HSA TL 265f75R22.5 Discontinued $ 932.75 $ 373.10 $ 16.07 756125674 Medium Truck Goodyear ENDURANCE RSA 265f75R22.5 G ENDURANCE RSA TL 265f75R22.5 Available $ 960.73 $ 384.29 $ 16.07 756135180 Medium Truck Goodyear G104A LP 275f70R225 H G104A LP TL 275f70R22.5 Discontinued $ 821.42 $ 328.57 $ 32.51 756135578 Medium Truck Goodyear G731 MSA 275f70R225 H G731 MSA TL 275f70R22.5 Available $ 1,145.69 $ 458.28 $ 32.51 756135665 Medium Truck Goodyear G288 MSA 275f70R225 H G288 MSA TL 275f70R22.5 Discontinued $ 1,014.34 $ 405.74 $ 32.51 756140297 Medium Truck Goodyear Regional RHS II 285f70R19.5 H REGIONAL RHS II(G129) 285f70R19.5 Discontinued $ 1,480.34 $ 592.14 $ 29.39 756141050 Medium Truck Goodyear G670 RV 315/80R225 L G670 RV TL 315/80R22.5 Available $ 1,763.87 $ 705.55 $ 52.83 756141245 Medium Truck Goodyear G287 MSA DURASEAL 315/80R225 L G287 MSA DURASEAL TL 315/80R22.5 Discontinued $ 1,684.59 $ 673.84 $ 52.83 756141555 Medium Truck Goodyear G286A 315/80R225 L G286A TL 315/80R22.5 Discontinued $ 1,017.30 $ 406.92 $ 52.83 756141613 Medium Truck Goodyear G289 WHA 315/80R225 L G289 WHA TL 315/80R22.5 Available $ 1,038.05 $ 415.22 $ 63.32 756141614 Medium Truck Goodyear G289 WHA DURASEAL 315/80R225 L G289 WHA DURASEAL TL 315/80R22.5 Available $ 1,151.02 $ 460.41 $ 63.32 756141650 Medium Truck Goodyear ENDURANCE WHA DURA 315/80R225 L ENDURANCE WHA DURASEAL TL 315/80R22.5 Available $ 1,256.84 $ 502.74 $ 63.32 756141651 Medium Truck Goodyear ENDURANCE WHA 315/80R225 L ENDURANCE WHA TL 315/80R22.5 Available $ 1,164.23 $ 465.69 $ 63.32 756141662 Medium Truck Goodyear G287 MSA 315/80R225 L G287 MSA TL 315/80R22.5 Discontinued $ 1,382.34 $ 552.94 $ 52.83 756141663 Medium Truck Goodyear G287 HSS 315/80R225 L G287 HSS TL 315/80R22.5 Discontinued $ 1,473.55 $ 589.42 $ 63.32 756141689 Medium Truck Goodyear Workhase MSA 315/80R22.5161/154K L WORKHORSE MSA TL 315/80R22.5 Available $ 1,047.45 $ 418.98 $ 63.32 756143297 Medium Truck Goodyear Regional RHS II 305f70R19.5 J REGIONAL RHS II(G129) 305f70R19.5 Available $ 1,200.68 $ 480.27 $ 32.51 756146576 Medium Truck Goodyear G751 MSA 315/80R225 L G751 MSA TL 315/80R22.5 Available $ 1,636.69 $ 654.68 $ 52.83 756146577 Medium Truck Goodyear G751 MSA Duraseal 315/80R225 L G751 MSA DURASEAL TL 315/80R22.5 Available $ 1,787.75 $ 715.10 $ 52.83 756158263 Medium Truck Goodyear G316 LHT FUEL MAX 275f70R225 J G316 LHT FUEL MAX 275f70R22.5 Available $ 924.59 $ 369.84 $ 32.51 Smartway Certified 756158674 Medium Truck Goodyear Endurance RSA 275f70R22.5 J ENDURANCE RSA TL 275f70R22.5 Available $ 971.28 $ 388.51 $ 32.51 756160365 Medium Truck Goodyear G296 MSA 425/65R225 L G296 MSA TL 425/65R22.5 Available $ 1,731.52 $ 692.61 $ 37.33 756160366 Medium Truck Goodyear G296 MSA Duraseal 425/65R225 L G296 MSA DURASEAL TL 425/65R22.5 Available $ 1,858.45 $ 743.38 $ 37.33 756160367 Medium Truck Goodyear G296 WHA 425/65R225 L G296 WHA TL 425/65R22.5 Available $ 1,819.45 $ 727.78 $ 37.33 756160369 Medium Truck Goodyear G296 WHA Duraseal 425/65R225 L G296 WHA DURASEAL TL 425/65R22.5 Available $ 1,948.26 $ 779.30 $ 37.33 756164288 Medium Truck Goodyear G275 MSA 365/80R20 G G275 MSA TL 365/80R20 Available $ 1,782.12 $ 712.85 $ 45.08 756165337 Medium Truck Goodyear G661 HSA 255f70R225 140/137M H G661 HSA TL 255f70R22.5 Discontinued $ 901.99 $ 360.80 $ 18.99 756168337 Medium Truck Goodyear G661 HSA 245f75R225 134/132L G G661 HSA TL 245f75R22.5 Discontinued $ 850.77 $ 340.31 $ 11.06 756168674 Medium Truck Goodyear Endurance RSA 245f75R22.5 G ENDURANCE RSA TL 245f75R22.5 Available $ 876.28 $ 350.51 $ 11.06 756184337 Medium Truck Goodyear G661 HSA 275f70R225 148/145L J G661 HSA TL 275f70R22.5 Discontinued $ 942.99 $ 377.20 $ 32.51 756203265 Medium Truck Goodyear G622 RSD 255f70R22.5 H G622 RSD TL 255f70R22.5 Available $ 903.58 $ 361.43 $ 18.99 756220347 Medium Truck Goodyear G399 LHS FuelMax 295f75R225 146/143L H G399 LHS FUELMAX 295f75R22.5 Discontinued $ 985.40 $ 394.16 $ 34.59 Smartway Certified 756220596 Medium Truck Goodyear G399A LHS FuelMax 295f75R225 H G399A LHS FUELMAX TL 295f75R22.5 Available $ 1,064.23 $ 425.69 $ 34.59 Smartway Certified 756220632 Medium Truck Goodyear FUELMAX LHS 295f75R225 H FUEL MAX LHS 295f75R22.5 Discontinued $ 1,170.68 $ 468.27 $ 34.59 Smartway Certified 756220753 Medium Truck Goodyear Endurance LHS 295f75R225 149/146L H ENDURANCE LHS 295f75R22.5 Available $ 1,064.23 $ 425.69 $ 34.59 Smartway Certified 756246567 Medium Truck Goodyear G114 LP 215f75R175 H G114 LP STTL 215f75R17.5 Available $ 876.69 $ 350.68 $ 12.29 756254041 Medium Truck Goodyear Marathon LHD+ 315/80R225 J MARATHON LHD+ 315/80R22.5 Discontinued $ 1,319.55 $ 527.82 $ 50.27 756254088 Medium Truck Goodyear REGIONAL RHD 315/80R225 J REGIONAL RHD TL 315/80R22.5 Discontinued $ 1,236.30 $ 494.52 $ 50.27 756254172 Medium Truck Goodyear G391 315/80R225 J G391 TL 315/80R22.5 Discontinued $ 702.62 $ 281.05 $ 50.27 756254420 Medium Truck Goodyear G291 LP 315/80R225 J G291 LP TL 315/80R22.5 Available $ 1,784.02 $ 713.61 $ 45.08 756254554 Medium Truck Goodyear G286 315/80R225 J G286 TL 315/80R22.5 Discontinued $ 669.89 $ 267.96 $ 45.08 756254555 Medium Truck Goodyear G286A 315/80R225 J G286A TL 315/80R22.5 Discontinued $ 995.25 $ 398.10 $ 45.08 756254592 Medium Truck Goodyear RHS 315/80R225 J RHS TL 315/80R22.5 Discontinued $ 769.16 $ 307.66 $ 50.27 756256050 Medium Truck Goodyear G670 RV 315/80R225 L G670 RV TL 315/80R22.5 Discontinued $ 756.24 $ 302.50 $ 52.83 756256100 Medium Truck Goodyear G286 HSS 315/80R225 L G286 HSS TL 315/80R22.5 Discontinued $ 697.94 $ 279.18 $ 63.32 756256420 Medium Truck Goodyear G291 LP 315/80R225 L G291 LP TL 315/80R22.5 Available $ 1,718.24 $ 687.30 $ 52.83 756256554 Medium Truck Goodyear G286 315/80R225 L G286 TL 315/80R22.5 Discontinued $ 684.74 $ 273.90 $ 52.83 Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 23 of 52 Page 498 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable Smartway 7/1/�0-18 756264297 Medium Truck Goodyear Regional RHS II 215f75R17.5 F REGIONAL RHS II(G129) 215f75R17.5 Discontinued $ 989.77 $ 395.91 $ 2.36 756287295 Medium Truck Goodyear Regaional RHD II 315/80R22.5 J REGIONAL RHD II(G137) 315/80R22.5 Discontinued $ 1,310.48 $ 524.19 $ 50.27 756287296 Medium Truck Goodyear Regional RHS II 315/80R22.5 J REGIONAL RHS II(G127) 315/80R22.5 Discontinued $ 1,191.14 $ 476.46 $ 50.27 756305050 Medium Truck Goodyear G670 RV 265f75R225 G G670 RV TL 265f75R22.5 Available $ 1,236.53 $ 494.61 $ 16.07 756306050 Medium Truck Goodyear G670 RV 245f75R225 G G670 RV TL 245f75R22.5 Available $ 1,190.49 $ 476.20 $ 11.06 756314365 Medium Truck Goodyear G296 MSA 445/65R225 L G296 MSA TL 445/65R22.5 Available $ 1,852.71 $ 741.08 $ 41.58 756315365 Medium Truck Goodyear G296 MSA 385/65R225 J G296 MSA TL 385/65R22.5 Available $ 1,558.36 $ 623.34 $ 27.74 756319265 Medium Truck Goodyear G622 RSD 245f75R22.5 G G622 RSD TL 245f75R22.5 Available $ 882.80 $ 353.12 $ 11.06 756405347 Medium Truck Goodyear G399 LHS FuelMax 285f75R245 147/144L H G399 LHS FUELMAX 285f75R24.5 Discontinued $ 1,044.52 $ 417.81 $ 31.00 Smartway Certified 756405596 Medium Truck Goodyear G399A LHS FuelMax 285f75R24.5 H G399A LHS FUELMAX TL 285f75R24.5 Discontinued $ 1,128.09 $ 451.24 $ 31.00 Smartway Certified 756405632 Medium Truck Goodyear FuelMax LHS 285f75R24.5 H FUEL MAX LHS 285f75R24.5 Discontinued $ 1,240.90 $ 496.36 $ 31.00 Smartway Certified 756405753 Medium Truck Goodyear Endurance LHS 285f75R245 147/144L H ENDURANCE LHS 285f75R24.5 Available $ 1,128.09 $ 451.24 $ 31.00 Smartway Certified 756419133 Medium Truck Goodyear Regional RHS 285f70R195 144/146L H REGIONAL RHS TL 285f70R19.5 Discontinued $ 935.38 $ 374.15 $ 27.31 756426288 Medium Truck Goodyear G275 MSA 335/65R225 G G275 MSA TL 335/65R225 Available $ 1,891.89 $ 756.76 $ 31.00 756432597 Medium Truck Goodyear G392A SSD DURA F MAX 445/50R22.5 161 L L G392A SSD DURAFUELMAX 445/50R22.5 Available $ 2,088.74 $ 835.50 $ 31.66 Smartway Certified 756432773 Medium Truck Goodyear FUEL MAX SSD 445/50R225 161L L FUEL MAX SSD TL 445/50R225 Available $ 2,151.42 $ 860.57 $ 31.66 Smartway Certified 756434697 Medium Truck Goodyear FUEL MAX SST 445/50R225 161L FUEL MAX SST TL 445/50R225 Available $ 1,819.69 $ 727.88 $ 31.66 Smartway Certified 756441530 Medium Truck Goodyear Marathon LHT II 385/65R22.5 L MARATHON LHT II 385/65R22.5 Available $ 1,832.43 $ 732.97 $ 30.33 756450002 Medium Truck Goodyear G114 215f75R175126/124L F G114 TL 215f75R17.5 Discontinued $ 473.49 $ 189.40 $ 2.36 756471241 Medium Truck Goodyear G287 HSS DURASEAL 315/80R225 L G287 HSS DURASEAL TL 315/80R22.5 Discontinued $ 1,662.80 $ 665.12 $ 63.32 756512315 Medium Truck Goodyear REGIONAL S II 265f70R195 140/138M H REGIONALS II TL 265f70R19.5 Discontinued $ 929.32 $ 371.73 $ 18.99 756513422 Medium Truck Goodyear G278 MSD 385/65R225 158K J G278 MSD TL 385/65R22.5 Available $ 1,842.59 $ 737.04 $ 27.74 756514422 Medium Truck Goodyear G278 MSD 425/65R225 165K L G278 MSD TL 425/65R22.5 Available $ 2,047.32 $ 818.93 $ 37.33 756515422 Medium Truck Goodyear G278 MSD 445/65R225 168K L G278 MSD TL 445/65R22.5 Available $ 2,231.58 $ 892.63 $ 41.58 756518295 Medium Truck Goodyear Regional RHD II HCT 315/80R22.5 J REGIONAL RHD II HCT TL 315/80R22.5 Discontinued $ 1,771.51 $ 708.60 $ 50.27 756518352 Medium Truck Goodyear MARATHON LHS II 315/80R225 J MARATHON LHS II(G325)TL 315/80R22.5 Discontinued $ 1,434.32 $ 573.73 $ 50.27 756518522 Medium Truck Goodyear Regional RHD II+ 315/80R22.5 J REGIONAL RHD II+TL 315/80R22.5 Discontinued $ 1,771.51 $ 708.60 $ 50.27 756527265 Medium Truck Goodyear G622 RSD 265f75R22.5 G G622 RSD TL 265f75R22.5 Available $ 1,027.99 $ 411.20 $ 16.07 756532315 Medium Truck Goodyear Regional RHS II 11 R22.5 148L 16 REGIONAL RHS II TL 11 R22.5 Discontinued $ 1,116.21 $ 446.48 $ 32.51 756563413 Medium Truck Goodyear Marathon LHT 245f70R175 143/141J H MARATHON LHT TL 245f70R17.5 Discontinued $ 647.48 $ 258.99 $ 23.63 756603347 Medium Truck Goodyear G399 LHS FuelMax 295f75R225 144/144L G G399 LHS FUELMAX 295f75R22.5 Discontinued $ 966.08 $ 386.43 $ 25.23 Smartway Certified 756603377 Medium Truck Goodyear G572 LHD FuelMax 295f75R225 G G572 LHD FUELMAX TL 295f75R22.5 Discontinued $ 1,067.43 $ 426.97 $ 25.23 Smartway Certified 756603584 Medium Truck Goodyear G572A LHD FuelMax 295f75R225 G G572A LHD FUELMAX TL 295f75R22.5 Discontinued $ 1,152.84 $ 461.14 $ 25.23 Smartway Certified 756603685 Medium Truck Goodyear FuelMax LHD G505D 295f75R22.5 144/141 L G FUELMAX LHD G505D 295f75R22.5 Available $ 1,268.12 $ 507.25 $ 25.23 Smartway Certified 756603692 Medium Truck Goodyear Marathon LHT 295f75R225 144/141 L G MARATHON LHT 295f75R22.5 Available $ 663.82 $ 265.53 $ 25.23 756603737 Medium Truck Goodyear MARATHON RSA 295f75R22.5 G MARATHON RSA TL 295f75R22.5 Available $ 771.66 $ 308.66 $ 25.23 756603738 Medium Truck Goodyear MARATHON RSD 295f75R22.5 G MARATHON RSD TL 295f75R22.5 Available $ 803.14 $ 321.26 $ 25.23 756603738 Medium Truck Goodyear MARATHON RSD 295f75R22.5 G MARATHON RSD TL 295f75R22.5 Available $ 803.14 $ 321.26 $ 25.23 756603739 Medium Truck Goodyear MARATHON RSS 295f75R22.5 G MARATHON RSS TL 295f75R22.5 Available $ 692.44 $ 276.98 $ 25.23 756603753 Medium Truck Goodyear Endurance LHS 295f75R225 144/141 L G ENDURANCE LHS 295f75R22.5 Available $ 1,043.38 $ 417.35 $ 25.23 Smartway Certified 756604262 Medium Truck Goodyear G305 LHD FUEL MAX 285f75R245 G G305 LHD FUEL MAX TL 285f75R24.5 Discontinued $ 1,157.42 $ 462.97 $ 25.23 Smartway Certified 756604263 Medium Truck Goodyear G316 LHT FUEL MAX 285f75R245 G G316 LHT FUEL MAX TL 285f75R24.5 Available $ 918.14 $ 367.26 $ 25.23 Smartway Certified 756604337 Medium Truck Goodyear G661 HSA 285f75R245 144/141 L G G661 HSA TL 285f75R24.5 Discontinued $ 1,064.78 $ 425.91 $ 25.23 756604347 Medium Truck Goodyear G399 LHS FuelMax 285f75R245 144/141 L G G399 LHS FUELMAX 285f75R24.5 Discontinued $ 1,024.06 $ 409.62 $ 25.23 Smartway Certified 756604357 Medium Truck Goodyear G305AT LHD FUELMAX 285/75R245 G305AT LHD FUELMAX TL 285f75R24.5 Discontinued $ 1,122.45 $ 448.98 $ 25.23 Smartway Certified 756604377 Medium Truck Goodyear G572 LHD FUELMAX 285f75R245 G G572 LHD FUELMAX TL 285f75R24.5 Discontinued $ 1,222.00 $ 488.80 $ 25.23 Smartway Certified 756604389 Medium Truck Goodyear G619 RST 285f75R24.5 G G619 RST TL 285f75R24.5 Available $ 1,024.40 $ 409.76 $ 25.23 756604584 Medium Truck Goodyear G572A LHD FuelMax 285f75R245 G G572A LHD FUELMAX TL 285f75R24.5 Discontinued $ 1,222.00 $ 488.80 $ 25.23 Smartway Certified 756604596 Medium Truck Goodyear G399A LHS FuelMax 285f75R24.5 G G399A LHS FUELMAX TL 285f75R24.5 Available $ 1,105.96 $ 442.38 $ 25.23 Smartway Certified 756604687 Medium Truck Goodyear Marathon LHD 285f75R24.5 G MARATHON LHD GY BSL TL 285f75R24.5 Available $ 851.31 $ 340.52 $ 25.23 756604692 Medium Truck Goodyear Marathon LHT 285f75R245 144/141 L G MARATHON LHT 285f75R24.5 Available $ 703.67 $ 281.47 $ 25.23 756604737 Medium Truck Goodyear MARATHON RSA 285f75R24.5 G MARATHON RSA TL 285f75R24.5 Available $ 813.94 $ 325.58 $ 25.23 756604738 Medium Truck Goodyear MARATHON RSD 285/75R24.5 G MARATHON RSD TL 285f75R24.5 Available $ 851.31 $ 340.52 $ 25.23 756604739 Medium Truck Goodyear MARATHON RSS 285f75R24.5 G 144/141 L MARATHON RSS TL 285f75R24.5 Available $ 734.00 $ 293.60 $ 25.23 756604753 Medium Truck Goodyear Endurance LHS 285f75R245 144/141 L G ENDURANCE LHS 285f75R24.5 Available $ 1,105.96 $ 442.38 $ 25.23 Smartway Certified 756617352 Medium Truck Goodyear MARATHON LHS II(G325) 295/60R225 H MARATHON LHS II(G325) TL 295/60R22.5 Available $ 1,457.90 $ 583.16 $ 36.76 756634584 Medium Truck Goodyear G572A LHD FuelMax 255f70R225 H G572A LHD FUELMAX TL 255f70R22.5 Available $ 1,157.43 $ 462.97 $ 18.99 Smartway Certified 756646531 Medium Truck Goodyear Marathon LHS II+ 315/80R22.5 J MARATHON LHS II+ 315/80R22.5 Discontinued $ 1,543.10 $ 617.24 $ 50.27 756661677 Medium Truck Goodyear Regional RHS II 285f70R195144/142M H REGIONAL RHS II 285f70R19.5 Available $ 1,480.34 $ 592.14 $ 29.39 756662566 Medium Truck Goodyear OmniTrac MSD II Duraseal 315/80R225 J OMNITRAC MSD II DURASEAL 315/80R22.5 Discontinued $ 1,817.89 $ 727.16 $ 50.27 756665352 Medium Truck Goodyear MARATHON LHS II(G325) 295/80R225 H MARATHON LHS II(G325)TL 295/80R22.5 Available $ 1,543.02 $ 617.21 $ 40.92 756685578 Medium Truck Goodyear G731 MSA 255f70R22.5 H G731 MSA TL 255f70R22.5 Available $ 1,082.73 $ 433.09 $ 18.99 756701566 Medium Truck Goodyear.OmniTrac MSD II Duraseal 315/80R225 J OMNITRAC MSD II TL 315/80R22.5 Discontinued $ 1,670.40 $ 668.16 $ 50.27 756702312 Medium Truck Goodyear Regional RHD II 265/70R19.5 H REGIONAL RHD II 265f70R19.5 Discontinued $ 941.54 $ 376.62 $ 18.99 756703746 Medium Truck Goodyear OMNITRAC MSD II PLUS 325/95R24162/160KOMNITRAC MSD II PLUS 325/95R24 Discontinued $ 1,567.77 $ 627.11 $ 66.15 756740312 Medium Truck Goodyear Regional RHD II 285f70R19.5 H REGIONAL RHD II 285f70R19.5 Available $ 1,569.15 $ 627.66 $ 29.39 756740677 Medium Truck Goodyear Regional RHS II 285f70R19.5144/142M H REGIONAL RHS II 285f70R19.5 Available $ 1,480.34 $ 592.14 $ 29.39 756741297 Medium Truck Goodyear Regional RHS II 215f75R17.5 G REGIONAL RHS II(G129) 215f75R17.5 Available $ 878.90 $ 351.56 $ 4.44 756766297 Medium Truck Goodyear Regional RHS II 245f70R19.5 H REGIONAL RHS II(G129) 245f70R19.5 Discontinued $ 722.70 $ 289.08 $ 13.61 756780030 Medium Truck Goodyear G104 RST 255f70R225 H G104 RST TL 255f70R22.5 Discontinued $ 707.77 $ 283.11 $ 18.99 756780050 Medium Truck Goodyear G670 RV 255f70R225 H G670 RV TL 255f70R22.5 Available $ 1,160.46 $ 464.18 $ 18.99 756780453 Medium Truck Goodyear G164 RTD 255f70R225 H G164 RTD TL 255f70R22.5 Discontinued $ 739.75 $ 295.90 $ 18.99 756780519 Medium Truck Goodyear G169 RSA 255f70R225 H G169 RSA TL 255f70R22.5 Discontinued $ 797.91 $ 319.16 $ 18.99 756780665 Medium Truck Goodyear G288 MSA 255f70R225 H G288 MSA TL 255f70R22.5 Discontinued $ 1,034.64 $ 413.86 $ 18.99 756805748 Medium Truck Goodyear Endurance TSD 315/80R225 L 157/154L ENDURANCE TSD(RPL) 315/80R22.5 Available $ 1,500.00 $ 600.00 $ 52.83 756809089 Medium Truck Goodyear MARATHON LHS 295f75R225 H MARATHON LHS TL 295f75R22.5 Available $ 787.34 $ 314.94 $ 34.59 756809647 Medium Truck Goodyear FuelMax RSA 295f75R225 149/146L H FUELMAX RSA 295f75R22.5 Available $ 1,073.28 $ 429.31 $ 34.59 Smartway Certified 756816089 Medium Truck Goodyear MARATHON LHS 285f75R245 G MARATHON LHS TL 285f75R24.5 Available $ 818.21 $ 327.28 $ 25.23 756816111 Medium Truck Goodyear G182 RSD 285f75R245 G G182 RSD TL 285f75R24.5 Discontinued $ 873.57 $ 349.43 $ 25.23 756816244 Medium Truck Goodyear G372A LHD LP 285/75R245 G G372A LHD LP TL 285/75R24.5 j Discontinued $ 1,095.54 j$ 438.22 j$ 25.23 756816271 Medium Truck Goodyear G328 285!75R245 G G328 TL 28 FM34.5 Discontinued $ 829.24 $ 331.70 $ 25.23 756816314 Medium Truck Goodyear G357 285l75R245 G G357 TL 285l75R24.5 Discontinued $ 762.22 $ 304.89 $ 25.23 756816364 Medium Truck Goodyear G316 LHT Duraseal F MAX 1285f75R245 G G316 LHT FUEL MAX DURASEAL 1285f75R24.5 I Discontinued $ 990.89 1$ 396.36 1$ 25.23 ISmartway Certified Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ forthe latest pricing information. 24 of 52 Page 499 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable Smartway 7/1/�0-18 756816432 Medium Truck Goodyear G372 LHD 285f75R245 G G372 LHD TL 285f75R24.5 Discontinued $ 830.31 $ 332.12 $ 25.23 756816453 Medium Truck Goodyear G164 RTD 285f75R245 G G164 RTD TL 285f75R24.5 Discontinued $ 843.44 $ 337.38 $ 25.23 756816501 Medium Truck Goodyear G362 285f75R245 G G362 TL 285f75R24.5 Discontinued $ 1,039.09 $ 415.64 $ 25.23 756816519 Medium Truck Goodyear G169 RSA 285f75R245 G G169 RSA TL 285f75R24.5 Discontinued $ 943.41 $ 377.36 $ 25.23 756816632 Medium Truck Goodyear FuelMax LHS 285f75R24.5 G FUEL MAX LHS 285f75R24.5 Discontinued $ 1,216.59 $ 486.64 $ 25.23 Smartway Certified 756816734 Medium Truck Goodyear Endurance LHD 285f75R245 G ENDURANCE LHD 285f75R24.5 Available $ 1,222.00 $ 488.80 $ 25.23 Smartway Certified 756816840 Medium Truck Goodyear G397 LHS 285f75R245 G G397 LHS TL 285f75R24.5 Discontinued $ 640.12 $ 256.05 $ 25.23 756817089 Medium Truck Goodyear MARATHON LHS 295f75R225 G MARATHON LHS TL 295f75R22.5 Available $ 771.91 $ 308.76 $ 25.23 756817101 Medium Truck Goodyear G338 1 A 295f75R225 G G338 1AD TL 295f75R22.5 Discontinued $ 1,049.23 $ 419.69 $ 25.23 756817109 Medium Truck Goodyear G302 Fed SR 295f75R225 G G302 FED SR TL 295f75R22.5 Discontinued $ 771.32 $ 308.53 $ 25.23 756817111 Medium Truck Goodyear G182 RSD 295f75R225 G G182 RSD TL 295f75R22.5 Available $ 1,066.65 $ 426.66 $ 25.23 756817140 Medium Truck Goodyear G302 Fed CE 295f75R225 G G302 FED CE TL 295f75R22.5 Discontinued $ 635.86 $ 254.34 $ 25.23 756817243 Medium Truck Goodyear G167A LP 295f75R225 G G167A LP STTL 295f75R22.5 Discontinued $ 715.52 $ 286.21 $ 25.23 756817244 Medium Truck Goodyear G372A LHD 295f75R225 G G372A LHD TL 295f75R22.5 Discontinued $ 1,014.39 $ 405.76 $ 25.23 756817262 Medium Truck Goodyear G305 LHD FUEL MAX 295f75R225 G G305 LHD FUEL MAX TL 295f75R22.5 Discontinued $ 1,157.44 $ 462.98 $ 25.23 Smartway Certified 756817263 Medium Truck Goodyear G316 LHT FUEL MAX 295f75R225 G G316 LHT FUEL MAX TL 295f75R22.5 Available $ 866.19 $ 346.48 $ 25.23 Smartway Certified 756817291 Medium Truck Goodyear G316 LHT Duraseal 295f75R225 G G316 LHT DURASEAL RPTL 295f75R22.5 Discontinued $ 960.02 $ 384.01 $ 25.23 756817308 Medium Truck Goodyear G662 RSA FUEL MAX 295f75R225 144/141L G G662 RSA FUEL MAX 295f75R22.5 Discontinued $ 1,021.59 $ 408.64 $ 25.23 Smartway Certified 756817314 Medium Truck Goodyear G357 295f75R225 G G357 TL 295f75R22.5 Discontinued $ 705.72 $ 282.29 $ 25.23 756817337 Medium Truck Goodyear G661 HSA 295f75R225 144/141 L G G661 HSA TL 295f75R22.5 Discontinued $ 1,004.51 $ 401.80 $ 25.23 756817357 Medium Truck Goodyear G305AT LHD FUELMAX 295/75R225 G G305AT LHD FUELMAX TL 295f75R22.5 Discontinued $ 1,143.61 $ 457.44 $ 25.23 Smartway Certified 756817364 Medium Truck Goodyear G316 LHT Duraseal F MAX 295f75R225 G G316 LHT FUEL MAX DURASEAL 295f75R22.5 Available $ 959.43 $ 383.77 $ 25.23 Smartway Certified 756817389 Medium Truck Goodyear G619 RST 295f75R225 G G619 RST TL 295f75R22.5 Available $ 941.88 $ 376.75 $ 25.23 756817432 Medium Truck Goodyear G372 LHD 295f75R225 G G372 LHD TL 295f75R22.5 Discontinued $ 768.85 $ 307.54 $ 25.23 756817453 Medium Truck Goodyear G164 RTD 295f75R225 G G164 RTD TL 295f75R22.5 Discontinued $ 923.18 $ 369.27 $ 25.23 756817501 Medium Truck Goodyear G362 295f75R225 G G362 TL 295f75R22.5 Discontinued $ 962.10 $ 384.84 $ 25.23 756817503 Medium Truck Goodyear G314 295f75R225 G G314 TL 295f75R22.5 Discontinued $ 733.43 $ 293.37 $ 25.23 756817519 Medium Truck Goodyear G169 RSA 295f75R225 G G169 RSA TL 295f75R22.5 Discontinued $ 885.12 $ 354.05 $ 25.23 756817596 Medium Truck Goodyear G399A LHS FUELMAX 295f75R225 G G399A LHS FUELMAX TL 295f75R22.5 Available $ 1,043.38 $ 417.35 $ 25.23 Smartway Certified 756817619 Medium Truck Goodyear G5721AD FuelMax 295f75R22.5 G G5721AD FUEL MAX TL 295f75R22.5 Available $ 1,081.76 $ 432.70 $ 25.23 Smartway Certified 756817632 Medium Truck Goodyear FUEL MAX LHS 295f75R225 G FUEL MAX LHS 295f75R22.5 Discontinued $ 1,147.72 $ 459.09 $ 25.23 Smartway Certified 756817645 Medium Truck Goodyear FUEL MAX LHT 295f75R225 G FUEL MAX LHT 295f75R22.5 Available $ 892.16 $ 356.86 $ 25.23 Smartway Certified 756817647 Medium Truck Goodyear FUELMAX RSA 295f75R225 144/141 L G FUELMAX RSA 295f75R22.5 Available $ 1,052.25 $ 420.90 $ 25.23 Smartway Certified 756817674 Medium Truck Goodyear ENDURANCE RSA 295f75R225 G ENDURANCE RSA TL 295f75R22.5 Available $ 1,034.64 $ 413.86 $ 25.23 756817687 Medium Truck Goodyear MARATHON LHD 295f75R225 G MARATHON LHD GY BSL TL 295f75R22.5 Available $ 803.13 $ 321.25 $ 25.23 756817734 Medium Truck Goodyear Endurance LHD 295f75R225 G ENDURANCE LHD 295f75R22.5 Available $ 1,152.84 $ 461.14 $ 25.23 Smartway Certified 756817840 Medium Truck Goodyear G397 LHS 295f75R225 G G397 LHS TL 295f75R22.5 Discontinued $ 592.75 $ 237.10 $ 25.23 756883295 Medium Truck Goodyear RHD II HCT 3PSF 315/80R22.5 156L/154M J RHD II HCT 3PSF 315/80R22.5 Available $ 1,771.51 $ 708.60 $ 50.27 756908089 Medium Truck Goodyear MARATHON LHS 295/80R225 H MARATHON LHS TL 295/80R22.5 Discontinued $ 1,274.26 $ 509.70 $ 40.92 756918085 Medium Truck Goodyear G357 SNI 295f75R225 H G357 SNI TL 295f75R22.5 Discontinued $ 784.00 $ 313.60 $ 29.39 756918314 Medium Truck Goodyear G357 295f75R225 H G357 TL 295f75R22.5 Discontinued $ 769.21 $ 307.68 $ 29.39 756918840 Medium Truck Goodyear G397 LHS 295f75R225 H G397 LHS TL 295f75R22.5 Discontinued $ 646.05 $ 258.42 $ 29.39 756919030 Medium Truck Goodyear G104 RST 275f70R225 H G104 RST TL 275f70R22.5 Discontinued $ 805.27 $ 322.11 $ 32.51 756919050 Medium Truck Goodyear G670 RV 275f70R225 H G670 RV TL 275f70R22.5 Discontinued $ 1,257.02 $ 502.81 $ 32.51 756919519 Medium Truck Goodyear G169 RSA 275f70R225 H G169 RSA TL 275f70R22.5 Discontinued $ 845.96 $ 338.38 $ 32.51 756921265 Medium Truck Goodyear G622 RSD 265f70R19.5 G G622 RSD TL 265f70R19.5 Discontinued $ 696.54 $ 278.62 $ 17.48 756921903 Medium Truck Goodyear G159 265f70R 195 G G159 TL 265f70R19.5 Available $ 920.63 $ 368.25 $ 17.48 756938265 Medium Truck Goodyear G622 RSD 295f75R22.5 G G622 RSD TL 295f75R22.5 Available $ 1,017.82 $ 407.13 $ 25.23 756967050 Medium Truck Goodyear G670 RV 275/80R225 H G670 RV TL 275/80R22.5 Available $ 1,389.62 $ 555.85 $ 34.59 756983556 Medium Truck Goodyear G286A HSS 315/80R225 L G286A HSS TL 315/80R22.5 Discontinued $ 1,088.78 $ 435.51 $ 63.32 759434455 Medium Truck Goodyear G394 SST Dura FuelMax 445/50R22.5 161 M L G394 SST DURAFUELMAX 445/50R22.5 Available $ 1,766.70 $ 706.68 $ 31.66 Smartway Certified 759441413 Medium Truck Goodyear Marathon LHT 385/65R225 160K/1 58L L MARATHON LHT GH 385/65R22.5 Available $ 1,832.43 $ 732.97 $ 30.33 123003006 OTR Bias Goodyear WRL31A 1400-24 28 WRL3A NYTL 14.00-24NHS Available $ 2,393.40 $1,675.38 $ - 123250111 OTR Bias Goodyear XTR3BAR 1400-20NHS32XTR3BAR NYTT 14.00-20NHS Available $ 2,101.68 $1,471.18 $ - 123251842 OTR Bias Goodyear UMS3A 6S 1200-20 28 UMS3A 6S TT 12.00-20NHS Available $ 1,743.67 $1,220.57 $ - 123252842 OTR Bias Goodyear UMS3A 6S 1400-20 28 UMS3A 6S TT 14.00-20NHS Available $ 2,194.51 $1,536.16 $ - 123256111 OTR Bias Goodyear XTR3B AR 1400-20NHS48XTR3BAR NYTT 14.00-20NHS Available $ 2,797.83 $1,958.48 $ - 123340184 OTR Bias Goodyear HRL3A 1200-20 16 HRL3A NYTT 12.00-20ML Available $ 1,219.91 $ 853.94 $ - 123342842 OTR Bias Goodyear UMS3A 6S 1200-20 20 UMS3A 6S NYTT 12.00-20NHS Available $ 1,432.07 $1,002.45 $ - 123364842 OTR Bias Goodyear UMS3A 6S 1200-24 16 UMS3A 6S NYTT 12.00-24NHS Available $ 1,591.19 $1,113.83 $ - 123428645 OTR Bias Goodyear WRL3A 1400-20 24 WRL3A NYTT 14.00-20NHS Available $ 2,108.31 $1,475.82 $ - 123428842 OTR Bias Goodyear UMS3A 6S 1400-20 24 UMS3A 6S NYTT 14.00-20NHS Available $ 2,002.23 $1,401.56 $ - 123446133 OTR Bias Goodyear SMO-5B 6S 1400-24 20 SMO-5B 6S NYTT 14.00-24NHS Available $ 3,369.70 $2,358.79 $ - 123447645 OTR Bias Goodyear WRL3A 1400-24 24 WRL3A NYTT 14.00-24NHS Available $ 2,234.27 $1,563.99 $ - 123448645 OTR Bias Goodyear WRL3A 1400-24 28 WRL3A NYTT 14.00-24NHS Available $ 2,393.40 $1,675.38 $ - 123448842 OTR Bias Goodyear UMS3A 6S 1400-24 28 UMS3A 6S NYTT 14.00-24NHS Available $ 2,738.17 $1,916.72 $ - 123876458 OTR Bias Goodyear SGLDL2A 175-25 16 SGLDL2A NYTL 17.5-25 Available $ 1,117.54 $ 782.28 $ - 123876469 OTR Bias Goodyear GIRL D/L 3A 175-25 16 GIRL D/L-3A L3/G3 TL 17.5-25 Available $ 1,162.51 $ 813.76 $ - 123877323 OTR Bias Goodyear UMSDL3A 6S 175-25 20 UMSDL3A 6S NYTL 17.5-25 Available $ 2,768.15 $1,937.71 $ - 123877458 OTR Bias Goodyear SGLDL2A 175-25 20 SGLDL2A NYTL 17.5-25 Available $ 1,226.82 $ 858.77 $ - 123877614 OTR Bias Goodyear SMODL5B 6S 175-25 20 SMODL5B 6S NYTL 17.5-25 Available $ 3,748.04 $2,623.63 $ - 123897463 OTR Bias Goodyear SGLDL2A 200 175-25 12 SGLDL2A 200 NYTL 17.5-25 Available $ 1,008.27 $ 705.79 $ - 123897469 OTR Bias Goodyear GIRL D/L-3A 175-25 12 GIRL D/L-3A L3/G3 TL 17.5-25 Available $ 1,120.58 $ 784.41 $ - 125493261 OTR Bias Goodyear PVG 7A 1600-24 12 PVG 7A 4S NYTL 16.00-24TG Available $ 1,946.39 $1,362.47 $ - 125509196 OTR Bias Goodyear ELV-3A IND 1600-25 32 ELV-3A IND 4S TL 16.00-25 Available $ 3,584.76 $2,509.33 $ - 125901630 OTR Bias Goodyear GGL DL-2A L2/E2/G 4S 205-25 12 GGL DL-2A L2/E2/G 4S TL 20.5-25 Available $ 1,304.39 $ 913.07 $ - 125902258 OTR Bias Goodyear GIRL DL-3A L3/E3/G3 4S 205-25 16 GIRL DL-3A L3/E3/G3 4S TL 20.5-25 Available $ 1,578.63 $1,105.04 $ - 125902630 OTR Bias Goodyear GGL DL-2A L2/E2/G 4S 205-25 16 GGL DL-2A L2/E2/G 4S TL 20.5-25 Available $ 1,406.65 $ 984.66 $ - 125903258 OTR Bias Goodyear GIRL DL-3A L3/E3/G 4S 205-25 20 GIRL DL-3A L3/E3/G 4S TL 20.5-25 Available $ 1,905.80 $1,334.06 $ - 133534596 OTR Bias Goodyear SRB 7A 4S 1800-25 16 SRB 7A 4S NYTL 18.00-25 Available $ 2,554.65 $1,788.26 $ - 133537251 OTR Bias Goodyear SMO L5S 6S 1800-25 28 SM05E L5S 6S NYTL 18.00-25 Available $ 5,839.19 $4,087.43 $ - 133540141 OTR Bias Goodyear ELV5D 1800-25 40 ELV5D TL 18.00-25 Available $ 6,122.86 $4,286.00 $ - 133540192 OTR Bias Goodyear ELV4D IND 4S 1800-25 40 ELV4D IND 4S TL 18.00-25 Available $ 5,955.27 $4,168.69 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 25 of 52 Page 500 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 133540199 OTR Bias Goodyear ELV4B IND 6S 1800-25 40 ELV4B IND 6S TL 18.00-25 Available $ 4,884.22 $3,418.95 $ - 133540238 OTR Bias Goodyear ELV4D IND 2S 1800-25 40 ELV4D IND 2S TL 18.00-25 Available $ 5,955.27 $4,168.69 $ - 133540487 OTR Bias Goodyear ELV4B 1800-25 40 ELV4B NYTL 18.00-25 Available $ 4,884.22 $3,418.95 $ - 133561487 OTR Bias Goodyear ELV4B 1800-33 36 ELV4B NYTL 18.00-33 Available $ 5,438.72 $3,807.10 $ - 133909255 OTR Bias Goodyear GGL D/L 2A 4S 235-25 20 GGL D/L 2A 4S TL 23.5-25 Available $ 2,223.16 $1,556.21 $ - 133909256 OTR Bias Goodyear GIRL D/L 3A 4S 235-25 20 GIRL D/L 3A 4S TL 23.5-25 Available $ 2,286.96 $1,600.87 $ - 133910255 OTR Bias Goodyear GGL D/L 2A 4S 235-25 16 GGL D/L 2A 4S TL 23.5-25 Available $ 2,085.75 $1,460.03 $ - 133910989 OTR Bias Goodyear GIRL D/L 3A 4S 235-25 16 GIRL D/L 3A 4S TL 23.5-25 Available $ 2,273.52 $1,591.46 $ - 206014116 OTR Bias American American Miner 27-9-10NHS 16 AMER MINER SLHD TT 27-9-10NHS Available $ 592.46 $ 414.72 $ - 206015116 OTR Bias American American Miner 27X15-10NHS 20 AMER MINER SLHD TT 27X15-10NHS Available $ 973.33 $ 681.33 $ - 206026123 OTR Bias American American Miner 42X13-20NHS 32 AMER MINER MS TT 42X13-20NHS Available $ 2,080.68 $1,456.48 $ - 206031111 OTR Bias American American Miner 38X16-15NHS 32 AMER MINER NMS TL 38X16-15NHS Available $ 2,214.68 $1,550.28 $ - 206034116 OTR Bias American American Miner 8.25-15NHS 16 AMER MINER SLHD TT 8.25-15NHS Available $ 712.37 $ 498.66 $ - 206046116 OTR Bias American American Miner 28X12-15NHS 20 AMER MINER SLHD TT 28X12-15NHS Available $ 677.10 $ 473.97 $ - 206047116 OTR Bias American American Miner 32X12.5-15NHS 20 AMER MINER SLHD TT 32X12.5-15NHS Available $ 867.53 $ 607.27 $ - 206053001 OTR Bias American American Miner 1300-24TG 12 AMERICAN MINER SL E2 G2 13.00-24TG Available $ 496.85 $ 347.80 $ - 206054001 OTR Bias American American Miner 1300-24TG 16 AMERICAN MINER SL E2 G2 13.00-24TG Available $ 578.65 $ 405.06 $ - 206056001 OTR Bias American American Miner 1400-24TG 12 AMERICAN MINER SL L2 E2 G2 14.00-24TG Available $ 585.19 $ 409.63 $ - 206057001 OTR Bias American American Miner 1400-24TG 16 AMERICAN MINER SL L2 E2 G2 14.00-24TG Available $ 666.98 $ 466.89 $ - 206069003 OTR Bias American American Skid Steer 23-8.50-12NHS 8 AMERICAN SKID STEER PLUS 23X8.50-12NHS Available $ 150.92 $ 105.64 $ - 206071126 OTR Bias American American Miner 27-9-10NHS 16 AMER MINER SMOOTH TT 27X9-10NHS Available $ 598.11 $ 418.68 $ - 206072004 OTR Bias American American Backhoe 16.9-24 08 AMERICAN BACKHOE 16.9-24 Available $ 652.04 $ 456.43 $ - 206078004 OTR Bias American American Backhoe 17.5L-24 08 AMERICAN BACKHOE 17.5L-24 Available $ 706.55 $ 494.59 $ - 206079011 OTR Bias American American Log Skid 28L-26 20 AMER LOG SK TT DC7A1 E 28L-26 Available $ 2,933.23 $2,053.26 $ - 206083004 OTR Bias American American Backhoe 18.4-24 10 AMERICAN BACKHOE 18.4-24 Available $ 749.17 $ 524.42 $ - 206097003 OTR Bias American American Skid Steer 12-16.5NHS 12 AMERICAN SKID STEER PLUS 12-16.5NHS Available $ 309.29 $ 216.50 $ - 206097124 OTR Bias American American Skid Steer 12-165NHS 12 AMERICAN SKID STEER 12-16.5NHS Available $ 339.38 $ 237.57 $ - 206098004 OTR Bias American American Backhoe 19.5L-24 10 AMERICAN BACKHOE 19.5L-24 Available $ 752.80 $ 526.96 $ - 206099011 OTR Bias American American Log Skid 24.5-32 20 AMER LOG SK TT CN7A1 E 24.5-32 Available $ 2,821.34 $1,974.94 $ - 206100004 OTR Bias American American Backhoe 19.5L-24 12 AMERICAN BACKHOE 19.5L-24 Available $ 808.54 $ 565.98 $ - 206101008 OTR Bias American American Backhoe 12.5/80-18 10 AMERICAN BACKHOE F 12.5/80-18 Available $ 456.50 $ 319.55 $ - 206103011 OTR Bias American American Log Skid 18.4-26 10 AMER LOG SK TT CE7A1 E 18.4-26 Available $ 1,184.57 $ 829.20 $ - 206104011 OTR Bias American American Log Skid 23.1-26 16 AMER LOG SKI DDER TT 23.1-26 Available $ 2,491.65 $1,744.16 $ - 206106011 OTR Bias American American Log Skid 28L-26 16 AMER LOG SKI DDER TT 28L-26 Available $ 2,670.86 $1,869.60 $ - 206107011 OTR Bias American American Log Skid 18.4-34 10 AMER LOG SKIDDER TT 18.4-34 Available $ 1,748.47 $1,223.93 $ - 206108013 OTR Bias American American Log Skid 30.5L-32 10 AMER LOG SKIDDER TL 30.5L-32 Available $ 3,675.77 $2,573.04 $ - 206109020 OTR Bias American American Skid Steer 31X15.50-15NHS 08 AM SKID STEER SSV-2A 31X15.50-15NH Available $ 264.10 $ 184.87 $ - 206111020 OTR Bias American American Skid Steer 31X15.50-15NHS 12 AM SKID STEER SSV-2A 31X15.50-15NH Available $ 291.65 $ 204.16 $ - 206112014 OTR Bias American American Skid Steer 10-16.5NHS 06 AMERICAN SKID STEER SSL-2A 10-16.5NHS Available $ 173.90 $ 121.73 $ - 206113014 OTR Bias American American Skid Steer 10-16.5NHS 08 AMERICAN SKID STEER SSL-2A 10-16.5NHS Available $ 187.31 $ 131.12 $ - 206114014 OTR Bias American American Skid Steer 10-16.5NHS 10 AMERICAN SKID STEER SSL-2A 10-16.5NHS Available $ 193.33 $ 135.33 $ - 206116014 OTR Bias American American Skid Steer 12-16.5NHS 08 AMERICAN SKID STEER SSL-2A 12-16.5NHS Available $ 232.27 $ 162.59 $ - 206119014 OTR Bias American American Skid Steer 12-16.5NHS 10 AMERICAN SKID STEER SSL-2A 12-16.5NHS Available $ 245.59 $ 171.91 $ - 206121014 OTR Bias American American Skid Steer 14-17.5NHS 08 AMERICAN SKID STEER SSL-2A 14-17.5NHS Available $ 333.00 $ 233.10 $ - 206122014 OTR Bias American American Skid Steer 14-17.5NHS 10 AMERICAN SKID STEER SSL-2A 14-17.5NHS Available $ 366.60 $ 256.62 $ - 206123014 OTR Bias American American Skid Steer 15-19.5NHS 14 AMERICAN SKID STEER SSL-2A 15-19.5NHS Available $ 593.85 $ 415.70 $ - 206126019 OTR Bias American American Backhoe 21L-24 12 AMERICAN BACKHOE 21L-24 Available $ 902.80 $ 631.96 $ - 206127013 OTR Bias American American Log Skid 30.5L-32 26 AMER LOG SKIDDER TL 30.5L-32 Available $ 4,138.11 $2,896.68 $ - 206128021 OTR Bias American American Log Skid 30.5L-32 20 AMER LOG SKI DDER TT 30.5L-32 Available $ 3,675.77 $2,573.04 $ - 206220116 OTR Bias American American Miner 7.50-10NHS 16 AMER MINER SLHD TT 7.50-10NHS Available $ 387.93 $ 271.55 $ - 206259003 OTR Bias American American Skid Steer 10-16.5NHS 10 AMERICAN SKID STEER PLUS 10-16.5NHS Available $ 248.54 $ 173.98 $ - 206259124 OTR Bias American American Skid Steer 10-165NHS 10 AMERICAN SKID STEER TL 10-16.5NHS Available $ 267.00 $ 186.90 $ - 206350116 OTR Bias American American Miner 28X13-15NHS 20 AMER MINER SLHD TT 28X13-15NHS Available $ 705.31 $ 493.72 $ - 206351116 OTR Bias American American Miner 28X13-15NHS 28 AMER MINER SLHD TT 28X13-15NHS Available $ 740.58 $ 518.41 $ - 206361117 OTR Bias American American Miner 24X12-12NHS 24 AMER MINER SLHD TL 24X12-12NHS Available $ 564.25 $ 394.98 $ - 206457110 OTR Bias American American Miner 36X11-15NHS 16 AMER MINER NMS TT 36X11-15NHS Available $ 775.84 $ 543.09 $ - 206460110 OTR Bias American American Miner 32X15-15NHS 24 AMER MINER NMS TT 32X15-15NHS Available $ 902.80 $ 631.96 $ - 206463110 OTR Bias American American Miner 36X11-15NHS 24 AMER MINER NMS TT 36X11-15NHS Available $ 953.58 $ 667.51 $ - 206464111 OTR Bias American American Miner 38X16-15NHS 28 AMER MINER NMS TL 38X16-15NHS Available $ 2,094.77 $1,466.34 $ - 206472117 OTR Bias American American Miner 35X15-15NHS 32 AMER MINER SLHD TL 35X15-15NHS Available $ 1,558.74 $1,091.12 $ - 206474116 OTR Bias American American Miner 1000-20NHS 16 AMER MINER SLHD TT 1000-20NHS Available $ 1,043.87 $ 730.71 $ - 206476110 OTR Bias American American Miner 44X18-20NHS 32 AMER MINER NMS TT 44X18-20NHS Available $ 2,285.20 $1,599.64 $ - 206478110 OTR Bias American American Miner 1400-20NHS 32 AMER MINER NMS TT 1400-20NHS Available $ 2,426.27 $1,698.39 $ - 206481123 OTR Bias American American Miner 12.00-20NHS 20 AMER MINER MS TT 12.00-20NHS Available $ 1,213.13 $ 849.19 $ - 206521118 OTR Bias American American Miner 26X12-12NHS 12 AMER MINER TRAC TL 26X12-12NHS Available $ 225.69 $ 157.98 $ - 152040069 OTR Radial Goodyear GP2B 385/95R25 00 GP2B 170E TL 385/95R25 Available $ 2,502.35 $1,751.65 $ - 152045466 OTR Radial Goodyear RL-5K HI-STABILITY 175R25 2X RL-5K HI-STABILITY 2424 TL 17.5R25 Available $ 4,343.27 $3,040.29 $ - 152117078 OTR Radial Goodyear RL-5S 1200R20NHS 3X RL-5S L5S 6S TL 12.00R20NHS Available $ 3,019.75 $2,113.83 $ - 152117124 OTR Radial Goodyear RL-5K 1200R20NHS 3X RI-5K 2424 L5 6S TL 12.00R20NHS Available $ 2,924.03 $2,046.82 $ - 152117476 OTR Radial Goodyear RL-5K 1200R20NHS 3X RL-5K 12/12 L5 6S TL 12.00R20NHS Available $ 2,924.03 $2,046.82 $ - 152127146 OTR Radial Goodyear RL-5S 175R25 3X RL-5S 00/00 L5S 6S TL 17.5R25 Available $ 4,490.20 $3,143.14 $ - 152475283 OTR Radial Goodyear AS-3A 14.00R24TG 2XAS-3AG3 TL 14.00R24TG Available $ 2,150.22 $1,505.15 $ - 152523252 OTR Radial Goodyear AS-3A 175R25 2X AS3A L3/G3 4S TL 17.5R25 Available $ 2,462.36 $1,723.65 $ - 152524070 OTR Radial Goodyear GP2B 175R25 1X GP2B 6S TL 17.5R25 Available $ 2,107.44 $1,475.21 $ - 152524375 OTR Radial Goodyear RT-3B 175R25 176A2 1X RT-3B 6S TL 17.5R25 Available $ 2,398.99 $1,679.29 $ - 152711292 OTR Radial Goodyear RL4J 1400R25 3X RL4J E4 4S TL 14.00R25NHS Available $ 3,048.83 $2,134.18 $ - 152711536 OTR Radial Goodyear RL4J 1400R25 3X RL4J E4 2S TL 14.00R25NHS Available $ 3,048.83 $2,134.18 $ - 152712409 OTR Radial Goodyear SG-2B 1400R24 1X SG-2B G-2 TL 14.00R24TG Available $ 1,768.68 $1,238.08 $ - 152713208 OTR Radial Goodyear RL-41- 1400R25NHS 3X RL-41-E-4 2S TL 14.00R25NHS Available $ 3,048.53 $2,133.97 $ - 152714291 OTR Radial Goodyear RL4J 1400R24 3X RL4J E4 4S TT 14.00R24NHS Available $ 3,048.83 $2,134.18 $ - 152714470 OTR Radial GoodyearEV4S 1400R24 3X EV4S TT 14.00R24NHS Available $ 4,077.73 $2,854.41 $ - 152714617 OTR Radial Goodyear Ev4A24 A 1400R24 3X EV4A 4S NYTT 114.00R24NHS Available $ 4,077.73 $2,854.41 $ - 1528880700TR Radial Goodyear GP2B 155R25 1XGP2B6S TL 15.5R25 Available $ 1,797.20 $1,258.04 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ forthe latest pricing information. 26 of 52 Page 501 of 993 NASPO Master Price File Effective 0410112019,Expires 03/31/2020 G0006247 Base Price Book Date:July 01,2018 Product Gov't Base Price Low Rolling Resistance Code Tire Type Brand Tire Line Size and Description Size Item Status Boot Date: Calculated FET if Net Price applicable /Smartway 7/1/�0-18 153028748 OTR Radial Goodyear RL4J 1800R25 2X RL4J E4 6S TL 18.00R25 Available $ 5,073.36 $3,551.35 $ - 153033010 OTR Radial Goodyear RI-4B 1800R33 3X RL4B E4 4S TL 18.00R33 Available $ 7,132.21 $4,992.55 $ - 153082375 OTR Radial Goodyear RT-3B 235R25 195/A2 1X RT-3B L3/G3 6S TL 23.5R25 Available $ 3,933.36 $2,753.35 $ - 153082672 OTR Radial Goodyear RT-3B 235R25 2X RT-3B HI-STAB 6-S L-3/G-3 23.5R25 Available $ 4,140.38 $2,898.27 $ - 153083272 OTR Radial Goodyear GP2B 235R25 2X GP2B 4S TL 23.5R25 Available $ 3,365.61 $2,355.93 $ - 153097059 OTR Radial Goodyear TL3A+ 235R25 2X TL3A+6S C1 TL 23.5R25 Available $ 4,298.68 $3,009.08 $ - 153097928 OTR Radial Goodyear GP-4D 235R25 GP-4D 6S C1 1STAR+2STARL-4/E-4 TL 23.5R25 Available $ 4,590.82 $3,213.57 $ - 153103382 OTR Radial Goodyear RL-5K 235R25 2X RL-5K HI-STABILITY L5 6S 2424 23.5R25 Available $ 6,706.46 $4,694.52 $ - 153451046 OTR Radial Goodyear EV-S4S 1800R33 3X EV-S4S IND 4 TL 18.00R33 Available $ 9,067.17 $6,347.02 $ - 153462223 OTR Radial Goodyear EV-4J 1800R33 211A2 3X EV-4J INDUSTRIAL TL 18.00R33 Available $ 9,067.17 $6,347.02 $ - 153883143 OTR Radial Goodyear RL-5S 1800R25 3X RL-5S L5 6S TL 18.00R25 Available $ 6,660.67 $4,662.47 $ - 153883421 OTR Radial Goodyear EV-4S 1800R25 3X EV-4S TL 18.00R25 Available $ 6,395.02 $4,476.51 $ - 153883424 OTR Radial Goodyear EV3+ 1800R25 3X EV3+ TL 18.00R25 Available $ 4,819.23 $3,373.46 $ - 153883455 OTR Radial Goodyear EV4K 1800R25 3X EV4K TL 18.00R25 Available $ 6,015.53 $4,210.87 $ - 155010382 OTR Radial Goodyear RL-5K 205R25 2X RL-5K HI-STABILITY 2424 20.5R25 Available $ 4,655.39 $3,258.77 $ - 155010497 OTR Radial Goodyear RL-3S 205R25 2X RL-3S HI-STABILITY 6S L-3S 20.5R25 Available $ 3,500.00 $2,450.00 $ - 155023260 OTR Radial Goodyear EV4A 1600R25 3X EV4A 00/12 NYTL 16.00R25 Available $ 4,161.07 $2,912.75 $ - 155025491 OTR Radial Goodyear EV-4R 1600R25 3X EV-4R INDUSTRIAL TL 16.00R25 Available $ 4,083.08 $2,858.16 $ - 155118860 OTR Radial Goodyear AS-3A 20.5R25 171A8 2XAS-3A 4S L3/G3 20.5R25 Available $ 2,973.76 $2,081.63 $ - 155214214 OTR Radial Goodyear GP2B 445/95R25 00 GP2B 177E TL 445/95R25 Available $ 2,615.53 $1,830.87 $ - 155426007 OTR Radial Goodyear EV4A24 1600R25 3X EV4A2424 TL 16.00R25 Available $ 3,978.46 $2,784.92 $ - 155426440 OTR Radial Goodyear EV4S 1600R25 3X EV4S TL 16.00R25 Available $ 4,292.32 $3,004.62 $ - 155903276 OTR Radial Goodyear GP2B 205R25 1X GP2B 6S TL 20.5R25 Available $ 2,778.60 $1,945.02 $ - 155903375 OTR Radial Goodyear RT-3B 205R25 186A2 1X RT-3B 6S TL 20.5R25 Available $ 3,066.90 $2,146.83 $ - 155906351 OTR Radial Goodyear TL3A+ 205R25 TL3A+C1 1*+2*6S L-3+T/E-3+T TL 20.5R25 Available $ 3,415.39 $2,390.77 $ - 155908351 OTR Radial Goodyear TL3A+ 175R25 TL3A+C1 1*+2*6S L-3+T/E-3+T TL 17.5R25 Available $ 2,858.59 $2,001.01 $ - 272030089 OTR Radial Dunlop A2/134 335/80R18 SPT 9 145 A2/134 B TL DUNLOP 335/80R18 Available $ 772.06 $ 540.44 $ - 272030109 OTR Radial Dunlop A2/135 365FOR18 SPT 9 146 A2/135 B TL DUNLOP 365FOR18 Available $ 847.67 $ 593.37 $ - 272030119 OTR Radial Dunlop A2/141 405FOR18 SPT 9 153 A2/141 B TL DUNLOP 405FOR18 Available $ 950.90 $ 665.63 $ - 272030169 OTR Radial Dunlop A2/141 365/80R20 SPT 9 153 A2/141 B TL DUNLOP 365/80R20 Available $ 1,142.84 $ 799.99 $ - 272030219 OTR Radial Dunlop A2/143 405lIOR20 SPT 9 155 A2/143 B TL DUNLOP 405lIOR20 Available $ 1,182.08 $ 827.46 $ - 272030319 OTR Radial Dunlop A2/136 335/80R20 SPT 9 147 A2/136 B TL DUNLOP 335/80R20 Available $ 1,007.60 $ 705.32 $ - Pricing is subject to change at anytime with or without notice. Boynton Beach.159211.Pri-gxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 27 of 52 Page 502 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 28 Of 52 Page 503 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 29 Of 52 Page 504 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 30 Of 52 Page 505 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 31 Of 52 Page 506 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 32 Of 52 Page 507 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 33 Of 52 Page 508 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 34 Of 52 Page 509 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 35 Of 52 Page 510 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 36 Of 52 Page 511 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 37 Of 52 Page 512 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 38 Of 52 Page 513 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 39 Of 52 Page 514 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 40 Of 52 Page 515 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 41 Of 52 Page 516 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 42 Of 52 Page 517 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 43 Of 52 Page 518 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 44 Of 52 Page 519 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 45 Of 52 Page 520 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 46 Of 52 Page 521 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 47 Of 52 Page 522 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 48 Of 52 Page 523 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 49 Of 52 Page 524 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 50 Of 52 Page 525 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 51 Of 52 Page 526 of 993 Pricing is subject to change at anytime with or without notice. Banton Beach.159211.Pricingxlsx Please check the Government Sales website or Tire-HQ for the latest pricing information. 52 Of 52 Page 527 of 993 Tires, Tubes, and Services/Alternate Contract Source/ State Contracts and Agreements/... Page 1 of 2 Skio to Main Content Department of Management Services Florida De-artment of Management Services > Business Operations > State Purchasing > State Contracts and Agreements > Alternate Contract Source > Tires, Tubes, and Services « Return Tires, Tubes, and Services25172500-19-ACS Contract Details Effective Period 04/01/2019 through 03/31/2024 Contract Type Alternate Contract Source Contract Information Contractors • Pricin Contract Documents Master Agreements Contract - Christopher McMullen • (850) 922-9867 Administration . christopher.mcmullen(a)dms.mvflorida.com Commodity Codes Please refer to "How to Use This Contract" in the Contract Information section above. Description This alternate contract source includes pursuit/performance, automobile/passenger, light duty truck, medium commercial/heavy duty truck/bus, and off-road tires and tubes; tire related services, such as mounting, rotating, stem repair, flat repair, wheel balancing, and alignment are also included. Page 528 of 993 http s://www.dms.myflorida.com/business_operations/state_purchasing/state_contracts_and_... 4/3/2019 Tires, Tubes, and Services/Alternate Contract Source/ State Contracts and Agreements/... Page 2 of 2 Terms and Conditions I Privacy Statement I Accessibility Statement I Copyright @2019 Department of Management Services - State of Florida Page 529 of 993 https://www.dms.myflorida.com/business—operations/state_purchasing/state_contracts—and—... 4/3/2019 NASP O ValuePoint PARTICIPATING ADDENDUM NASPO TIRES,TUBES AND SERVICES 040k ValuePoint Led by the State of Iowa EXHIBIT C Master Agreement#: 19101 Contractor: THE GOODYEAR TIRE AND RUB13ER COMPANY Participating Entity: STATE OF FLORIDA The following products or services are included in this contract portfolio: 0 All products and accessories listed o1n: the Contractor page of the NASPO ValUePoint website. Master Agreement Terms and Conditions-z 1. Sc e.This addendum covers the Tires, Tubes&Services led by the State of Iowa,for use by state agencies and other entities located in the Participating State authorized by that State's statutes to utilize State contracts with the prior approval of the State's Chief Procurement official. 2. RA[LkjpiltM: This NASPO ValuePoint Master Agreement may be used by all state agencies, institutions of highere ci ,political subdivisions and other entities authorized to use statewide contracts in the State of Florida. issues of interpretation and eligibility for participation are solely within the authority of the State Chief Procurement Official. 3. PrimagrtgRritacts:The primary contact individuals for this Participating Addendum are as follows (or their named successors): Contractor The Goodyear The& mpany (330)796-3404 h e G;de,3 ',re RubberI b e:n an Goodyear &Ru r Co' P c 00 bicron, OH 44.3 1 Way Contact, 00 r T: T Jeff Goodenow iOO-Innovation Way,Akron,OH 44-316-0001 Address, 2 Telephone: (330)796-4352 Fax. (330)796-3404 09 ar w(Manndyan com Email., isgoodenow(Monndy-en ,com Page I of 3 Page 530 of 993 ASPO ValuePoint NASPO PARTICIPATING TIRES,TSERVICES A ValuePoint Led by the State of Iowa EXHIBIT Particirratin Inti ___m --_ - ,�._a.______ ________ I[ Florida Department of Il ana ernent Services Name; Division of State Purchasing _ ___ _ Addressor 451Esplanade Jay,Tallahassee EI.SSS ____________.�______..�_.�____ Telephone: (ESDI 488-8440 �. �— -----..�---- .u._.�__u.., ..----- Fax: ( S )414-6122 Ernaii: sinlesource drns.rnyflorida„co ._ ______________ 4. Participating Entity Modificationsr Additions These ific ti s or additions apply only to actions and relationships within the Participating Entity: Participating nity must check one of the boxes below. No changes to the terms and conditions of the Master Agreement are required. LXJ The following changes are modifying or supplementing the Master Agreement terms and conditions. See hibit A,Special Contract Conditions,and Exhibit 13,Goodyear Price Sheets. 5. Subcontractors:All contactors,dealers,and resellers authorized in the State of Florida,as shown on the dedicated Contractor(cooperative contract)website,are approved o provide sales and service support to participants in the NASPO ValuePoint Master Agreement.The contractors dealer participation ill be in accordance with the terms and conditions set forth in the aforementioned Master Agreement. 6. Orders:Any order placed by a Participating Entity or Purchasing Entity for a product /or service available from this Master Agreement shall be deemed to be a sale under(and governed by the prices and other terms and conditions)of the MasterAgreement unless the parties tot the order agree in writingthat another contract oragreement applies to such order. 7. Deliv :The Contractor is responsible for all shipping charges related to this contract. Page 2 of 3 Page 531 of 993 NASPO ValuePoint PARTICIPATING ADDENDUM NASPO TIRES,TUBES AND SERVICES ValuePoint Led by the to of Iowa EXHIBIT C IN WITNESS,WHEREOF,the parties have executed this Addendum as of the date of execution by of parties below. Participating Entity: Contractor: - The Goodyear Tire&Rubber Company .�Az 471 k Signature: Signature: 0 SE N Name: ,*e: 0 Michael V Dwyer of tIRlE6� Title: Title. Pa Contractor' The Goody Sig Sig atu n re. Chief Customer Officer North America Date- Date- J17 For questions on executing a participating addendum,please contact: NASPO ValuePoint Cooperative Development Coordinator: Shannon Berry Telephone: (775)720-3404-- Email:r77!7 - ser ry@naspovafueRoin .o [Please emailfully executed PDF copy of this document to PA@gggRqfflkMRg&j&M to support documentation of participation and posting in appropriate data bases.] Page 3 of 3 Page 532 of 993 7.D. BIDS AND PURCHASES OVER$100,000 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve an increase to estimated annual expenditure to the following three (3) companies: Ferguson Enterprises, Fortiline Inc.and Core & Main from$85,000 to $190,000 per City Bid#040-1412-18/MFD, "Annual Supply of Brass Fittings and Accessories". EXPLANATION OF REQUEST: Bid Term: October 17, 2018 - October 16, 2019 The Commission approved bid#040-1412-18/MFD on October 16, 2018 for a one year period from October 17, 2018 to October 16, 2019 with an estimated annual expenditure of$85,000 for brass supplies. We have experienced an increase in expenditures due to two (2) projects which will result in exceeding the original estimate of$85,000. The two (2) projects are Tropical Breeze and Parry Village. To date, the expenditures for Tropical Breeze is $48,894.00 and for Parry Village $11,082.75. This will account for $59,976.75 of the estimated expenditure. Tropical Breeze has the majority of it's brass supply delivered. Parry Village is just beginning. The increase to $190,000 is to cover for the routine repairs for water lines as well as any additional supplies needed for future projects. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? The increase will allow for brass supplies to be available for routine maintenance of water lines and any additional supplies needed for future projects. FISCAL IMPACT: Budgeted Funding is budgeted and available for account 502-0000-141-0100. FY 16/17 Expenses $82,200 FY 17/18 Expenses $86,200 ALTERNATIVES: To not approve the increase for supplies for water main lines. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No Page 533 of 993 CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Addendum Original Commission Agenda Request D Addendum Award Letter Page 534 of 993 6.C. CONSENTAGENDA 10/16/2018 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 10/16/2018 REQUESTED ACTION BY COMMISSION: Approve the bid for"ANNUAL SUPPLY OF BRASS FITTINGS AND ACCESSORIES"#040-1412- 18/MFD to the following three(3)companies Ferguson Enterprises, Fortiline Inc.and Core&Main on a primary,secondary and third vendor basis to the lowest, most responsive,responsible bidders who met all specifications with an estimated annual expenditure of$85,000. EXPLANATION OF REQUEST: On September 25,2018, Procurement Services opened and tabulated three(3)bids for Brass Fittings and Accessories.All bids were reviewed by the Manager of Materials and Distribution. It was determined to recommend this award by a primary,secondary and third vendor.The award is based on the number of low items each vendor accumulated. Fortiline Primary Vendor I tem(s) 152 out of 263 Ferguson Secondary Vendor I tem(s) 65 out of 263 Core&Main Third Vendor I tem(s) 38 out of 263 No Bid Items(s) 14 out of 263 Two vendors were low on 6 items. In addition,the following vendors included a discount for all items not listed on the bid. Core and Main Cost plus 12% Ferguson 15%Discount Fortiline 10%Discount Recommendation Fortiline as the primary vendor. Ferguson as the secondary vendor. Core and Main as the third vendor. The bid will be for the period of 10-17-2018 to 10-16-2019 and will allow for two(2)additional one(1)year extensions at the same terms and conditions subject to vendor acceptance,satisfactory performance and determination that the renewal is in the best interest of the City. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? The purpose of this bid is to secure a source of supply for the purchase of brass fittings and accessories for the City's water system.All orders are on an"AS NEEDED"basis. FISCAL IMPACT: Budgeted Funds are budgeted and available for account 502-0000-141-0100 for the estimated amount of$85,000. FY 16/17 expenditures were$82,200.75 FY 17/18 expenditures to date are$86,203.47 ALTERNATIVES: Obtain quotes on an"as needed"basis which would not be cost effective. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: Page 535 of 993 CLIMATE ACTION DISCUSSION: Is this a grant? Grant Amount: ATTACHMENTS: Type Description Addendum Award Letter Addendum Tabulation Sheet Page 536 of 993 The City of Boynton Beach ' Finance Department - WAREHOUSE DIVISION TO: Tim Howard, Assistant City Manager Administrative Services FROM: Michael Dauta, Manager of Materials and Distribution DATE: September 26, 2018 SUBJECT: Brass Bid # 040-1412-18/MFD I reviewed the tabulation sheet sent from your office. My recommendation is an award based on Primary, Secondary and Third vendor. The Primary vendor was low on 152 out of 263 items. The Secondary vendor was low on 65 out of 263 items. The Third vendor was low on 38 out of 263 items. The Secondary and Third vendor will be utilized when the Primary cannot deliver the product in a timely manner and/or if the vendors are lower in price on an item than the Primary. There were 6 items that have two vendors as the lowest bidders. These items are # 19, 20, 22, 23, 73 and 201. We will contact both vendors at time of order and go with the vendor that can deliver the item the quickest. In addition, there were 14 items that were no bid. Last year's expenditures were $82,200.75. The previous year's expenditures were $102,065.54. This year's expenditures up to date are $86,203.47. The estimated annual expenditure will be $85,000. Page 537 of 993 Fortiline Primary Vendor Item(s) 152 out of 263 Ferguson Secondary Vendor Item(s) 65 out of 263 Core & Main Third Vendor Item(s) 38 out of 263 In addition, the following vendors included a discount for all items not listed on the bid. Core & Main Cost Plus 12% Ferguson 15% Fortiline 10% Page 538 of 993 7.E. BIDS AND PURCHASES OVER$100,000 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Authorize the use of five (5) approved vendors: Barney's Pumps, Inc.; Custom Pump & Controls, Inc. / KSB; Hudson Pump & Equipment; PSI Technologies, Inc. and Xylem Water Solutions USA, Inc.for an estimated annual expenditure of$250,000 for wastewater pump replacements on an "as needed basis"for 160 wastewater lift stations that are within the Utility service area. EXPLANATION OF REQUEST: Initial Term: April 16, 2019 -April 15, 2024 Staff is recommending approval of the five (5) submersible pump manufacturers for inclusion in the Utilities Design Handbook and Construction Standards. The selection will be valid for a period five (5) years from the date of the City Commission's approval ( i.e., April 16, 2019 to April 15, 2024), unless otherwise revoked at the discretion of the Utilities Director. Staff will submit the requested annual expenditure to Commission for approval each fiscal year. To facilitate the purchase of replacement pumps, the Utilities Department issued a Request for Letters of Interest (RLI #014-2821-19/TP) to pump manufacturers interested in being listed in the Utilities Engineering Design Handbook and Construction Standards (Manual) as an approved submersible sewage pump provider. The Utility department received and opened five (5) responses on February 11, 2019. The pump manufacturers were required to meet certain minimum specifications and only those manufacturers approved by Utilities were deemed acceptable for use in new pumping stations or the maintenance and repair of existing pumping stations. On March 26, 2019, five (5) submittals were accepted by the City's Utilities department for inclusion in the Manual. This provides the accepted manufacturers for systems being built now, in the future and for full rehabilitation of existing lift stations according to the Capital Improvement Plan. The Utility Department has standardized all pumps in the wastewater system for pumping sewage from gravity and force mains to the South Central Regional Wastewater Treatment Plant for treatment and disposal. The City of Boynton Beach oversees and maintains over 165 wastewater lift stations. The pumping system can be broken down in two categories; large or "master" lift stations, and smaller or "submersible/can" stations. Each station has two or more pumps which help convey wastewater collected from homes and businesses. The master lift stations are predominately outfitted with Flygt and EMU. The submersible/can stations are predominately outfitted with Barnes/Crane, KSB and ABS. W hen a lift station is built, typically, the lift station is built by a project developer or contractor according to the Utility Department accepted standards incorporating the approved manufacturer pumps that meet pump curve criteria, flow capacity, energy efficiency and other factors. With proper maintenance, large pumps can last 20 years, smaller pumps can last 5-10 years. the approved manufacturers are provided by the following vendors: Barney's Pumps, Inc. - HOMA, ABS Custom Pump & Controls, Inc./KSB - KSB Hudson Pump & Equipment - Barnes PSI Technologies, Inc. - Wilo EMU Page 539 of 993 Xylem Water Solutions USA, Inc. - Flygt Lift station pump replacement requires same manufacture replacement. Lift station pumps are built in different ways (vertical/horizontal)with varying dimensions. A retro-fit of a lift station to fit a pump purchased solely on low quote will cost more in retro-fitting electrical, rail size and length, and other configurations. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? The pumps must be routinely maintained to ensure proper function and prevent station overflows and sewage spills. Sewage on the streets or sewage backups in homes creates unpleasant and unsanitary conditions for the City's citizens, and may lead to regulatory infractions for the City. The proper sizing, method of manufacture and installation ensure the most efficient operation of each individual lift station which is part of a large system of pumps and pipes. FISCAL IMPACT: Budgeted Funds are budgeted in the following accounts: Operating - 401-2816-536-5275 for ($125,000) C I P- 403-5000-535-6405, SW R 075 ($125,000) ALTERNATIVES: The city could issue a bid for replacement pumps. However, the City would risk maintaining a wider variety of pumps, increasing inventory of pump spares, potentially more costly repairs and longer turnaround times. The City could issue a bid for third party services to perform retro-fit installations for pump replacements. However, the pump station down times could be impacted, resulting in by-pass systems being set up for longer periods. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: ATTACHMENTS: Type Description Addendum Evaluation Committee Score Sheet Addendum RFI Page 540 of 993 5a RE'a�E=:FOR 5 T5R5oRIM5R55T,R 1,RROMw�T5wAT5RaUMaMANURARUR5R5 AUTOMATI—LY SCORE SCOPE Johnson I Chris R--1 Johnson Chris Rosddak k[alchmen[B'rS l e5m C [achm en[B Item 2 A[[achm B 3 en[ Item mar uPts 25 88 25 24 58 25 88 25 88 25 88 25.88 25.88 ,,, "'4Ik . AEjI -:_ �fl 1, -PI All.,hm en[B[em a mar ssgs All.,h.en[B Item 5 add 5 Total am Lined'i'ntai• CUSTOM MP&CONTROLS,INC/USE [achm en[BI[em 1 [achm en[B Item 2 [achm en[B Item 3 j� 25 00 25 00 25 00 23 00 25 00 U`SzsPt I ""A. f All.,hm en[[em a mar ssgs All.,h.en[Item 5 add 5 Total am Lined'i'ntai• MP&EQUIPMENT [echm en[BI[em 1 110 7 21 6 00 6 21 110 7 21 110 6 21 [achm en[B Item 2 —017 10 14 10 19 00 16 10 17 10 1100 19 00 [achm en[B Item 3 tl21125 08 �I X1188 25 00 25 00 23 00 25 00 Attach.en[B[em a mar ssPC ach.en[B Item 5 add 5 Total am Um.,i'ntai• TS—TECHN [achm enO[BOI6em5,1NC [achm en[B Item 2 A[[achm B 3 en[ Item mar uPts 2588 2588 2588 2588 2588 2588 2288 25.88 All.,hm en[B[em a mar ssgs All—h-1BRem5 oral am Lined'i'ntai• RYLEM ent BR[OWTIO tach [achm en[B Item 2 25 00 25 00 25 00 25 00 25 00 25 00 25 00 "S [achm en[B Item 3 zsr-< 25{e ,25 00 25 00 25 00 20 ewe 25 00 All.,hm en[[em a mar ssgs All.,h.en[Item 5 add 5 Total am Lined'i'ntai• Page 541 of 993 PERFECT SCORE 200 PCIMS CATEGORY 2 1-14 5 (Prean-1 CARLz<oo 11 (p__., Pre_.,_�PART z>oo HP HNALsmraEs SCORE SCORE DORES lohnson Chris Roidok Johnson Chns Roi[hok Johnson Chris Ro,,h.k 15 00 15 00 15 00 15 00 15 00 15 00 14 00 15 00 25 00 25 00 24 00 25 00 25 00 25 00 24 00 25 00 —EY.PUMP, i 19600 2.0 18260 1 19650 18100 R—S 15 00 14 00 13 50 12 00 15 00 14 00 15 00 12 00 25 00 25 00 25 00 24 00 25 00 25 00 24 00 24 00 CU9[OM PUMP&CONTROLS,—/XS5 12400 ffi100 15050 1 ll650 69600 RMIKS 15 00 15 00 14 50 14 00 15 00 15 00 15 00 14 00 25 00 25 00 24 25 24 00 25 00 25 00 25 00 24 00 HUOSONRUMP&RgU1PMSNT .400 I ll930 16TJ6 1 1]650 69]]5 RPJNK4 15 00 15 00 15 00 15 00 15 00 15 00 14 50 11 00 25 00 25 00 22 75 25 00 25 00 25 00 24 50 25 00 PSV TECHNOEOO ESJNC, !20000 19225 I 200.00 I92 T16 HNR1&2 1 00 15 00 2020 2�1 2002 14 7021 21�1 2020 21�1 2002 21�1 2020 21 00 2100 %YLSMWATERSOLUTIONSUSA:INC 199.0 19626 —.00 792.75 Page 542 of 993 +SIM REQUEST FOR LETTERS OF INTEREST (RLI) FROM WASTEWATER PUMP MANUFACTURERS FOR APPROVAL OF SUBMERSIBLE SEWAGE PUMP STANDARDS AND SPECIFICATIONS USED IN WASTEWATER SYSTEMS RLI No. 014-2821 -19/TP RLI SUBMITTAL DEADLINE: FEBRUARY 11, 2019) 2:30 P.M. (local Time) CITY OF BOYNTON BEACH UTILTIES ADMINISTRATION BUILDING 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH, FL 33435 REQUEST FOR LETTERS OF INTEREST FOR RLI No. 014-2821-19/TP INSTRUCTIONS TO MANUFACTURER: The Letter of Interest must be an original with a manual original signature of the Manufacturer or an authorized representative and be submitted with one (1) electronic copy using a USB flash drive. The authorized representative must initial all corrections made on the Letter of Interest, if any. The Manufacturer's name must appear on the cover sheet to include all documents, materials and information required herein. Sealed Request for Letters of Interest (RLI) will be received in Utilities Administration, City of Boynton each, 124 E. Woolbright Road, Boynton Beach, Florida 33435, Attention- Taralyn Pratt, Contract Coordinator, on or by February 11, 20191, No Later than 2-30 PM (Local Time) MINIMUM QUALIFICATIONS: Letters of Interest will be considered from reliable wastewater pump Manufacturers or the Manufacturer's representative whose experience includes a successful record of quality wastewater pump production, sales, installation and long term performance. Also, the firm must have a sufficient number of experienced staff in the wastewater manufacturing industry. Manufacturer and/or the Manufacturer's representative must be licensed to perform work in the State of Florida and provide evidence as such. SUBMITTALS: Please limit submittal to a maximum of 10 pages, excluding the required Attachments. A. Letter of Interest - providing statement of qualifications from the Manufacturer briefly stating the Manufacturers understanding of the intended use of their pumping equipment. B. Submit at least four (3) verifiable references with other governmental agencies and/or private companies in which the Manufacturer's wastewater pumps were installed. References to include name of firm, government agency contracted for purchase only - or - purchase, installation and long term performance of approved equipment. Project Manager's name, telephone number, and email address. The contact persons listed as reference shall be someone who has personal RU 014-2821-19/TP-Submersible Wastewater Pump Manufactures knowledge of the Manufacturer's performance during the project. Said contact persons must have been informed th2LIbgy are being used as a reference and that the City will be contacting them individually. Failure of references listed to respond to the City's inquiries may negatively jM2g2L±e evaluation of the Letter of Interest, C. Include sufficient information to address Attachment 'B' - Minimum Standards and Specifications. D. Include with the Submittal completion of the following documents and other supporting documentation necessary to explain/support the manufacturers and wastewater pump specifications and/or responses contained in the RLI: SUBMITTALS WITH INCOMPLETE DOCUMENTS, MISSING INFORMATION AND/OR DOCUMENTS NOT EXECUTED PROPERLY WILL NOT BE CONSIDERED 1. Attachment 'A' - Qualifications Statement 2. Attachment 'B' - Minimum Standards and Specifications 3. Attachment 'C' -Acknowledgement of Addenda 4. Attachment 'D' - Non Collusion Affidavit EVALUATION PROCESS: The following process will be executed to determine the submersible sewage pump manufactures and pump categories- 1. Less than 40 hp and 2. Greater than 40 hp. The successful manufacturer and equipment will be approved for inclusion in the Utilities Engineering Design Handbook and Construction Standards (Manual). A. Attachment 'A' will be used to verify references provided by Manufacturer and review completeness of documentation-, however, in any case it will not be scored by the Evaluation Committee. If the attachment is incomplete, the submittal will be considered non responsive and will not advance in the evaluation process. B. Attachment'B', Paragraph 1, 2 &3 will be reviewed, evaluated and scored; the maximum score obtainable is sixty points (60). B-1. Meeting Minimum Specifications - 10 points B-2. Reliability/Service- 25 points B-3. Value to Boynton Beach Utilities, Long-Term Benefit- 25 points RU 014-2821-19/TP-Submersible Wastewater Pump Manufactures 2 Ift�gj 5 4!5 C. The Committee will review all submittals and a minimum of three (3) manufacturers will be short listed. D. Each of the short listed manufacturers will be invited to participate in an oral interview/presentation. The oral interview/participation for the short listed manufacturers will include the following- 1. ollowing:1. A thirty (30) minute presentation including a question and answer time period. 2. Attachment 'A' - present a summary of the Qualifications Statement 3. Attachment 'B', - Paragraphs 4 and 5 will be reviewed, evaluated and scored; the maximum score obtainable is forty points (40). B-4. Pump Quality -15 points B-5. Pump Performance - 25 points E. The Committee will privately score each manufacturer after the presentation combining Attachment 'B', Items 1, 2, and 3, and Attachment 'B', Items 4 and 5. The scores are based on a 100-point evaluation system. F. The Committee will select a maximum of four (4) manufacturers per category after the final scoring process which meet the Utilities' minimum material requirements and score the highest on Attachment '8', Minimum Standards and Specifications. G. The Committee will forward selection to City Commission for approval. Once approved, manufacturers' equipment will be included in Utilities' Engineering Design Handbook and Construction Standards (Manual). FEDERAL,COMPLIANCE WITH STATE, AND LOCAL LAWS: All submitted responses must be in accordance with existing federal, state, and local laws. All costs to ensure compliance will be borne by the Proposer. CONFIDENTIALITY & PROPRIETARY: The City is subject to Chapter 119, Florida Statutes, the "Public Records Law." No claim of confidentiality or proprietary information in all or any portion of a response to the RLI will be honored unless a specific exemption from the Public Records Law exists and it is cited in the response to the RLI. Any claimed exemption must be specifically identified by page and paragraph number(s). An incorrectly claimed exemption does not disqualify the vendor, only the exemption claim. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 3 REJECTION RIGHTS: The City reserves the right to reject all responses, to re-solicit and to request additional and/or clarifying information from any Manufacturer at its discretion. ADDENDA/ADDITIONAL INFORMATION: Any addenda or answers to written questions supplied by the City's Utilities Department to participating Manufacturers shall become part of this Request for Letters of Interest (RLI) and the resulting acceptance of contract. The Addenda acknowledgement form (Attachment"C")within this document shall be dated and returned with the Proposal submission. SUBMITTAL INFORMATION: Inquiries concerning Submittals should be made in writing and directed to Tremaine Johnson, Field Operations Manager, JohnsonTr(a_bbfl.us. City of Boynton Beach Utilities Administration 124 E. Woolbright Road Boynton Beach, FL 33435 Responses shall clearly indicate the legal name, address and telephone number of the Proposer. The Proposer shall have the authority to bind the qualifier to the submitted RLI. All expenses for making RLI responses to the City are to be borne by the qualifier. Sealed Request for Letters of Interest (RLI) will be received in Utilities Administration, City of Boynton Beach, 124 E. Woolbright Road, Boynton Beach, Florida 33435, Attention: Taralyn Pratt, Contract Coordinator, on or by: February 11, 2019 No Later Than 2:30 PM (Local Time). LATE SUBMITTALS, ADDITIONS OR CHANGES WILL NOT BE ACCEPTED. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 4 RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 5 ATTACHMENT "A" QUALIFICATIONS STATEMENT 1. MANUFACTURERS DATA: 1. 1 SUBMITTING MANUFACTURERS NAME AND ADDRESS: (If different than parent company) PHONE NUMBER: FAX NO: 1.2 MANUFACTURER'S REPRESENTATIVE: NAME PHONE NUMBER: FAX NO: EMAI L: 1.3 ADDRESS OF PROPOSED MAIN OFFICE: PHONE NUMBER: FAX No: 1.4 LOCATION OF MANUFACTURING AND ASSEMBLY FACILITY: 1.5 SPECIFY INDIVIDUAL PARTS THAT ARE NOT MANUFACTURED IN THE UNITED STATES IF APPLICABLE: 1.6 TYPE OF FIRM: CORPORATION INDIVIDUAL OTHER IF CORPORATION, COMPLETE THE FOLLOWING: A. Date Incorporated: B. State of Incorporation: C. Date Authorized to do Business in Florida: IF PARTNERSHIP, COMPLETE THE FOLLOWING: A. Date organized: B. Type: General Limited C. Name and addresses of Partners RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 6 1.7 FLORIDA STATE DEPARTMENT OF PROFESSIONAL REGULATION REGISTRATION NUMBER (Attach copy, if applicable) DATE: 1.8 FEDERAL EMPLOYERS IDENTIFICATION NUMBER 1.9 How many years has your organization been in business manufacturing wastewater or other pumps under its present business name? Under what other former names has your organization operated? 1.10 Is applicant a minority Firm Yes No? 1.11 List all claims, arbitrations, administrative hearings and lawsuits brought by or against the Manufacturer or its predecessor organization(s) during the last five (5) years. The list shall include all case names, case arbitration or hearing identification numbers, the name of the project which the dispute arose, and a description of the subject matter of the dispute. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 7 The undersigned attests to his (her, their) authority to submit this Request for Letter of Interest (RLI). Further, by their signature, the undersigned attests to the following: 1. That the Manufacturer and Representative are financially solvent and sufficiently experienced; 2. That the facts stated in the Manufacturer's response pursuant to the Request for Letter of Interest (RLI), Qualifications Statements and Minimum Standards and Specifications, are true and correct in all respects; and 3. That the Manufacturer has read and complied with all of the requirements set forth in the Request for Letter of Interest (RLI), Qualifications Statement and Minimum Standards and Specifications. 4. Fully understands that this RLI is not a solicitation and contains no commitments for future purchases of contracts Company By Printed Name Title Address City, State, Zip Code Telephone Witness: Printed: Title: RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 8 ATTACHMENT "B" MINIMUM STANDARDS AND SPECIFICATIONS FOR SUBMERSIBLE SEWAGE PUMPS USED IN WASTEWATER SYSPTEMS CATEGORIES UP TO 40 HP-AND- GREATER THAN 40 HP Attachment 'B' - Items 1, 2, and 3 will be evaluated and scored as noted in preparation of a short list 1. MEETING MINIMUM SPECFICATIONS (10 POINTS): A. Impeller B. Mechanical seals C. Mating surfaces D. Discharge base and elbow E. Guide rails F. Lifting chain G. Painting and finishing H. Motor I. Five (5) year warranty 2. RELIABILITY/SERVICE (25 POINTS): A. Pump and parts Inventory a. local inventory and response time B. Local inventory locations C. Support service locations D. Local service personnel a. qualifications b. response time for equipment pickup E. ISO 9001 or quality control program F. Pump assembly and disassembly G. Discussion over disassembled pump and base unit 3. VALUE TO BOYNTON BEACH UTILITIES (BEST LONG-TERM BENEFIT) (25 POINTS): A. Innovation features and design B. Training support Attachment 'B' - Items 4 and 5 will be evaluated and scored following individual short listed manufacturers• presentation. 4. PUMP QUALITY (15 POINTS): A. Fit and finish of unit B. Ease of rail system installation C. Adaptability/Compatibility with existing systems D. Pump handling capability (pulling and reinstalling a pump unit RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 9 ATTACHMENT'B" continued E. Pump cooling system F. Power connection and seal G. Bearing quality/classification 5. PUMP PERFORMANCE (25 POINTS) A. Wide range of pump selections (pump and curves) B. Pump efficiencies (PRM, TDH, DPM, EFF, etc.) RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 10 ATTACHMENT "C" A D D E N D A CITY OF BOYNTON BEACH FLORIDA RLI TITLE: APPROVAL OF WATERWATER PUMP MANUFACTURER AND PUMP STANDARDS AND SPECIFICATIONS PROPOSER: DATE SUBMITTED: We propose and agree, if this RLI is qualified by the City of Boynton Beach, the Manufacturer will furnish approved wastewater pump(s). Having examined all documents in the RLI regarding Manufacturer's qualifications and wastewater pumps, Manufacturer will provide product per Manual standards and the following addenda which we have received: ADDENDUM NO. DATE ADDENDUM NO. DATE ❑ NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS SOLICITATION Proposer shall include a copy of this Addenda acknowledgement as part of their RLI submittal. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 11 ATTACHMENT "D" NONCOLLUSION AFFIDAVIT OF PRIME BIDDER State of ) County of ) being first duly sworn, deposes and says that: 1) He is of (Title) (Name of Corporation or Firm) the bidder that has submitted the attached bid: 2) He is fully informed respecting the preparation and contents of the attached bid and of all pertinent circumstances respecting such bid; 3) Said bid is genuine and is not a collusive or sham bid; 4) Further, the said bidder nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly with any other bidder, firm or person to submit a collusive or sham bid in connection with the Contract for which the attached bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communications or conference with any other bidder, firm or person to fix the price or prices in the attached bid or of any other bidder, or to fix any overhead, profit or cost element of the bid price or the bid price of any other bidder, or to secure through any collusion, conspiracy, connivance or unlawful agreement any advantage against the City of Boynton Beach (Local Public Agency) or any person interested in the proposed Contract; and (Signed) Subscribed and sworn to before me (Title) This day of , 20 My commission expires RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 12 RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 13 EXHIBIT "A" ARTICLE THREE WASTEWATER SYSTEM UTILITIES ENGINEERING DESIGN HANDBOOK AND CONSTRUCTION STANDARDS ARTICLE THREE - WASTEWATER SYSTEM VI. DESIGN CRITERIA A. WASTEWATER DESIGN: Wastewater gravity collection systems, pumping stations and force mains shall be designed to deliver peak flows under the following conditions: 1. Flow: Wastewater systems shall be designed on the basis of an average per capita daily flow of not less than 100 gallons per day (gpd) and an average domestic flow of no less than 250 gpd per single family dwelling unit, which equals 1.0 ERC hydraulically. On that basis, lateral wastewater piping shall be designed with capacities when running full of not less than four tunes the average flow. Trunk lines shall have capacities under the same conditions of not less than 2.5 tunes the average flow. Special allowance shall be made in each case for wastewater from commercial and industrial sites. Stormwater shall not be permitted to enter into the wastewater collection systems. Industrial wastes from service station wash-racks, lubrication racks, car wash, repair shops or other cormrnercial facility and shop floor drains shall not be connected into the wastewater collection system without pre- treatment specifically approved by the Department. The wastes will be disposed of separately by the owner. No toxic, hazardous or discharge deleterious to the wastewater system shall be allowed to be discharged without a Utilities Department approved pre-treatment program. This will also include any diluting of discharge other than that which meets pre- treatment standards. Any cormrnercial facility where foods are prepared, processed or served, shall have a grease trap of adequate capacity with a solids retention device installed through which the wastewater from the preparation area shall pass before entering the wastewater system.The sizing, design and construction of grease traps must conform to all applicable State, Building Code and Health Department requirements and regulations including, but not limited to, Florida Administrative Code Chapter IOD-6. The grease traps (model and capacity) shall be identified on water/wastewater design plans whenever applicable. No drains are allowed to be connected from duinpster enclosures without prior approval of the Department. The duinpster pad shall be located so as not to allow surface runoff into the wastewater system. 2. Size and Layout: The minimum allowable size for any wastewater gravity main other than house service connection shall be 8" in diameter. See detail sheets for service laterals. Upsizing of wastewater lines to reduce slopes will not be permitted unless justified by calculated flow. In order to facilitate wastewater service for all properties within the service area, wastewater gravity mains and force mains shall generally be extended along the full length of the roadway frontage of a property by the developer/owner requesting wastewater service, and may be required to be extended through the property if another is to be served in the future. The cost associated with upsizing or additional depth may be subject to a credit as defined in CLDR. 3. Slopes: All gravity wastewater lines shall be designed with hydraulic slopes sufficient to give mean velocities, when flowing full or half full, of not less than 2.5 feet per second nor more than five (5) feet per second, based on an acceptable equation. All RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 15 slope gradients shall not be carried beyond two (2)decimal places, and shall be divisible by four (4) so that the resultant elevation calculation is to the hundredths of a foot (i.e., x.xx) The following minimum grades will be used for design: Size Gravity Main Minimum Slope 8" 0.44% 10" 0.36% 12" 0.28% 16" 0.20% A 0.1 foot drop inside the manholes is recominended to be used to reduce the effective minimum slope to 0.42%, which, when utilizing PVC pipe for the material, would allow the effective design slope to be 0.40%. 4. Increasing Size: When wastewater collection lines are increased in size, or when a smaller line joins a larger one, the invert of the larger pipe should be lowered sufficiently to maintain the same energy gradient. 5. Alignment: Wastewater collection lines of all sizes shall be designed with uniform slope and alignment between manholes. The last total run between the final manhole and the lift station shall be DIP as the pipe material, and the minimum length shall be 20 feet (one pipe length). 6. Pipe Material: Polyvinyl Chloride (PVC) and vinyl based epoxy cement lined using Florida Linerguard 100,Protecto 401 or Pennite 9043—Type 2(millage to be according to manufacturer specification) Ductile Iron Pipe(DIP) shall be acceptable pipe material for gravity wastewater lines.Unless specific approval is granted, no gravity wastewater line shall be encased in concrete. PVC gravity lines deeper than 15 feet to invert shall be Class C-900 DIP DR-18. The lining for DIP shall be applied in accordance with the manufacturer's recommendations. DIP shall be specified in the following circumstances: a) Anytime a wastewater line passes under any other pipe with less than 12" clearance. (No joint within I0 feet of crossing potable/reclaimed water lines) b) When a wastewater line passes over any potable/reclaimed water main regardless of separation and over other pipe with less than 12" clearance (No joint within 10 feet of crossing potable/reclaimed water lines). c) When there is less than four (4) feet from finish surface to the invert of the pipe. Four and one half(4 1/2)feet to invert shall be the standard design depth. Less depth will not be accepted unless it is unavoidable and has prior Department approval. d) Any time the wastewater line is separated horizontally (wall to wall) from a potable water iridin by less than six (6) feet or reclaimed water iridin by less than three (3) feet. e) When the wastewater line is placed out of a right-of-way, between buildings, along property lines, or in extensive areas potentially subject to landscaping, or is not under pavement. (PVC pipe will be considered on a case by case basis) f) The last run of pipe into a wet well. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 16 g) Inside jack&bore casings (with mechanical joint). h) From the manhole to undisturbed soil with Class B bedding (a minimum often(10) feet length) of DIP each cored invert (i.e. not precasted by manhole manufacturer). See Standard Manhole Details. T Wastewater Lines in Wellfields: New or replacement installation of gravity wastewater lines in protected zones of a public drinking water wellfield shall be constructed to force main standards. See Part C of this section for specific construction materials and testing requirements. 8. Manholes: a) Location-Manholes shall be installed at the end of each wastewater system, at every change in grade, size or aligmnent, at all gravity wastewater main intersections, and at distances not greater than 400 feet apart unless prior approval is obtained from the Department for a distance greater than 400 feet. Gravity wastewater mains shall have no less than a 90° angle to direction of flow between runs. Manholes shall be placed in accessible locations, preferably in pavement, always flush to the surface. The design depth of the manhole from rim elevation to invert elevation shall be no less than 4.5 feet and no more than 16 feet, unless specifically approved by the Department prior to initial plan submittal. All wastewater mains (including stubouts) shall end with a manhole. In"phased" projects pavement must be in place over stubout runs a minimum 5 feet past the end manhole. b) Drop Manholes -An exterior drop pipe shall be provided for a wastewater run designed to enter a manhole at an invert elevation of 2.0 feet or more above the outgoing manhole channel invert. In cases where the elevation difference between the inverts is less than 2.0 feet, a drop pipe is not required, but a channel shall be constructed to guide the flow into the outgoing channel. There is no limit on the length of a drop pipe.No drop invert shall be in the cone section or within six (6) inches of a seam or joint between sections of the manhole. Manholes with a change in direction of flow of over 45 degrees and manholes with more than two (2) inverts shall have no greater than a six (6)inches inside drop. c) Flow Channel —The manhole floor shall have a flow channel made to conform in shape and carrying capacity to that of the wastewater pipes. d) Service Connections -A collector service connection may not be directed into a manhole unless approved on the construction plans. This is permissible only if it is treated as a wastewater main, i.e. provide elevation, precast hole and flow channel, and no reasonable alternative is available. No service connection shall be made within 5 feet of any manhole. The allowable length of service connections will be kept to a minimum. All service connections must be leak-free using same methods and materials as for main lines. Cleanouts shall be shown on plans at the property/right-of-way line or other required locations to limit the Department's maintenance and ownership responsibility. Unless otherwise specified, one cleanout at the property line is required for each wastewater service main connection. For a single wastewater service, the cleanout has to be constructed per the Department's"Typical Cleanout Installation" detail prior to water meter installation. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 17 For double wastewater services, the cleanout has to be constructed per the Department's"Typical Cleanout Installation" detail prior to water meter installation for the second lot. Service connections shall be typically six (6) inch wyes. B. FORCE MAINS: Force mains (FM) shall generally not be less than 4" ID and with a flow velocity of no less than 2.5 FPS nor greater than 5.5 FPS. Force mains less than 4" in diameter will be approved on a case by case basis, with proper justification.Design standards for FMs will be generally the same as for potable water mains. FMs shall never enter a manhole from a direction contrary to the direction of flow out of the manhole. All private FMs entering a road right-of-way shall be built to the Department's standards past that point (usually at property line) and a valve shall be placed there to delineate the change in responsibilities and to control the flow. For energy saving purposes the following sizes can serve as a guideline: Size FM Flow Range 311* 60 GPM to 100 GPM 4" 100 GPM to 200 GPM 6" 200 GPM to 400 GPM 8" 350 GPM to 700 GPM *with justification approved by the Department Design standards for force mains are as follows: 1. Minimum Cover: Minimum cover to finished grade over FM shall be 36". Pipe depth to be designed as level as possible. 2. Horizontal Separation: a) Ten (10) feet to potable water mains (less than 10 feet requires DIP, if permitted), 5 feet to drainage structures and pipe, 3 feet to reclaimed water mains. b) Fifteen (15) feet to buildings, top of bank of lakes and canals, other structures (I 0 feet absolute minimum only when unavoidable and with DIP). 3. Vertical Separation: 18"separation between all pipes shall be maintained,with FM crossing under potable water mains and reclaimed water mains whenever possible. 4. Lai out: FM should be placed in right-of-ways whenever possible. Placement of FM on or adjacent to interior property lines or between structures is discouraged and will be approved only when unavoidable. The Department may require the developer to extend the force main across the property for future connections. The cost associated with any upsizing may be subject to a credit as defined in the CLDR. 5. Valves and Appurtenances (FM): Valving of all systems shall be designed to facilitate the isolation of each section of pipeline. All valves shall be resilient seat gate valves with right hand closed operation. Valves shall generally be installed at intervals of no greater than 1,000 LF on transmission mains. In all instances, effectiveness of placement shall be primary criteria in detennining valve location. Valves placed in curbs will not be accepted. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 18 All pipe-to-pipe, branch connections,valves and all change of direction fittings shall be restrained with EBAA Iron MEGALUG products or approved equal. A second form of restraint, either thrust blocks or tie rods, rmay be required in certain cases as directed by the Project Manager and Engineer. All valves and change of direction fittings 16" diameter and larger shall have tw o (2) forms of restraint. The valve and fittings shall have mechanical joints withEBAAIron MEGALUGproducts or approved equal, andeither thrust blocks or tie rods. If tie-rods are approved, the tie- rods shall be in a "mid-span" configuration utilizing EBAA Iron products or approved equal. Any line terminated as a construction phase that is a known future extension, shall have a valve placed at the end, and restrained with EBAA Iron MEGALUG products or approved equal to the last two (2) pipe joints with MJ cap. Flex-Ring Restrained Joint Ductile Iron pipe supplied by American Cast Iron Pipe Company (ACIPCO)and TR Flex Restrained Joint Ductile Iron pipe supplied by U.S. Pipe & Foundry, LLC rmay be used as approved by the Project Manager and Engineer. Self-restraining push-on gaskets are allowed for Jack & Bore applications only as approved by the Project Manager and Engineer. Clearance of 18" or one pipe diameter, whichever is greater, shall be maintained between all fittings (bells, valves, flanges, etc.). All branch valves shall be restrained with galvanized dipped 3/4" restrainer rods with friction clamps or approved equal. Any line terminated as a construction phase that is a known future extension shall have a valve placed at the end and restrained with galvanized dipped V restrainer rods with friction clammps or approved equal to the last two (2)pipe joints. All force retain valve boxes will have a lid denoting that it is a wastewater force main valve All wastewater force retain valves with valve operator nut 36" or more below final grade will be equipped with an approved mechanically connected valve extension. All valve operator nuts will be center in the valve box. Air release valves are to be located at the high points of the force main/points where air may be trapped. 6. Materials: Force retains shall be DIP or PVC C-900 and shall be marked with one continuous strip of six (6) inch wide, brown coded rmagnetic tape imprinted with two (2) inch high lettering reading: "CAUTION-FORCE MAIN BURIED BELOW", and located approximately eighteen (18) inches above the crown of pipe. The wording shall occur every three (3) feet. When, in the judgment of the Departiment there is a potential for darmage to the force retain, the force retain shall be vinyl based epoxy lined DIP. The lining shall be applied in accordance with the manufacturer's recormrmendations. Unless specific approval is granted, no force main shall be encased in concrete. Flanged ductile iron pipe is required for exposed (not buried) installation. The following is a list of acceptable Pressure Class/Special Thickness Class Ductile Iron Pipe for projects within the Department's service area: RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 19 (Standard laying conditions, rein. 36" cover) Pipe Size Pressure Class Special Thickness Class Y%4" 350 51 6" to 12" 350 50 14" to 20" 250 50 24" and above 200 50 Minimum Special Thickness Class 53 is required for exposed (flanged) pipe. C. WASTEWATER LINE CONSTRUCTION: 1. Installation: Gravity wastewater lines shall be laid accurately to both line and grade. The Department will generally not accept any line laid with a slope varying by more than 10% of its design slope especially for lines laid at minimum gradients. For specific instance the minimum acceptable slope of an 8" line shall be 0.40% if the design called for 0.44%. The Department reserves the right to independently verify questionable survey results. Visible leakage deflections, horizontal rmisaligrnment, significant bowing, non-constant slopes between manholes and sagging joints shall each be grounds for rejection of lines. Certified verification by televising of line will be required by the Department. The minimum design depth of a PVC gravity wastewater line shall be 4.5 feet to invert. DIP shall be placed for all lengths with less than 4.0 feet to invert in cases where this cannot be met and prior approval is obtained. Trenches and excavations shall be kept dry while work is in progress. The contractor shall be responsible to ensure that all safety requirements are met. Unsuitable excavated material such as boulders, logs and other deleterious materials shall be removed from the site. The pipe barrel shall be uniformly supported along its entire length on undisturbed soil or bedding material. Proper bedding shall be supplied if the existing material includes rock, organic material or other sharp or unsuitable material. 2. Manholes: Manholes shall be set according to construction plans and shall be precast in accordance with approved shop drawings and specification detail drawings accompanying this text. The manhole invert shall be carefully shaped to conform to the pipe flow channel. Flow channels within the manholes involving changes of direction or slide slopes shall smoothly direct the flow in accordance with detail drawings. All concrete irregularities shall be plastered with cement mortar in such a manner as to give a neat and water-tight job. Manholes shall be core-drilled to provide pipe opening when precast hole is not available. "Ram-nek" or equivalent shall be used at all riser joints. Structures with any leakage will not be accepted. All rmanholes shall be painted inside and outside with approved coatings. Two (2) coats are required for both the inside and outside of the appurtenance. Manhole interior protection shall consist of the following approved processes: Thoroc, Mainstay, Sewpercoat, Strong Seal or Refratta HAC 100 coating applied in the field. Manhole exterior protection shall consist of the use of Carbiline (Koopers) Bitumastic 300M (or approved equal). The first coat in the color gray or red, and the second coat being the color black. Other exterior finish will be considered. Minimum thickness is 12-15 mils (D.F.T.) per coat, or to manufacturer recormrmendation, whichever is greater thickness. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 20 3. Inspection and Testing: Larmping of the completed gravity wastewater system will be performed after complete backfilling, the laying of the roadway base, and prior to application to the P.B.C.H.D. for clearance certification. The larmping will determine that the lines have been laid to accurate line and grade. At time of larmping, the line shall be clean and dry. A final inspection will be held after the roadway is completed to verify that the system has not been damaged. All lines and appurtenances not meeting specifications or reasonable standards shall be repaired or replaced. 4. Construction in Wellfields: All new or replacement installations of gravity wastewater mains in Zone One (1) or Zone Two (2) of a public drinking water wellfield shall be constructed to force main standards. The following are the required minimum design and construction standards for wastewater system pipe, fittings, coatings and pressure testing criteria within Zones 1 or 2 of a wellfield. a) Ductile Iron Pipes and fittings for gravity wastewater main and force main application: 1) Ductile iron pipe shall conform to the requirements of ANSVAWWA C151/A21.51-86 unless otherwise noted on the plans. Glands for mechanical joints shall be of ductile iron or cast iron. Ductile iron pipe shall be epoxy lined. 2) Fittings shall conform to the requirements of ANSI/AWWA C110/A21.10-87, or C153/A21.53-88. Fittings 12" and smaller shall have a 250 psi iminimuim working pressure. Flanged ductile iron pipe shall be"special thickness class 53".Flanged ductile iron pipe and fittings shall have threaded flanges, unless otherwise noted on the drawings, and shall conform to ANSI/AWWA C115/A21.15-83. All flanges shall be Class 1560, ANSI B16.5. All above grade flanges shall be flat faced unless they are mating up to existing, or otherwise specified, raised flanges. All gaskets shall be full faced 1/8" red rubber. 3) Joints shall conform to the requirements of ANSI/A WWA C111/A21.11-85. b) PVC Pipe (gasketed joint) and fittings for gravity wastewater application. Pipe 6" or larger in diameter shall conform to the requirements as set forth in AWWA C900-81 with dimension ratio DR 18. Provisions must be made for contraction and expansion at each joint, or with rubber ring and an integral bell as part of each joint, or by a rubber ring sealed coupling. Clean, reworked material generated from the manufacturer's own pipe production imay be used. Fittings shall be cast or ductile iron. Pipe shall have cast iron pipe equivalent outside dimensions. c) Coatings: All ductile iron pipe and fittings shall have a vinyl based epoxy and a bituminous coating on the exterior, per AWWA specification C-210. The coating and lining shall be applied in accordance with the manufacturer's recommendations. d) Pressure Tests: The test shall be of two- (2) hour duration. During the test, the pipe being tested shall be maintained at pressure of not less than 150 psi. All pipes shall be pressure tested in accordance with the current AWWA C-600 Standard with a no leakage tolerance. No more than 2000 feet of force main shall be tested at one time. e) Manholes: Manholes shall be precast and coated with an inert impervious material. Manhole inlets and outlets shall be tightly sealed around the sewer pipe and coated to eliminate leakage. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 21 f) Pipes and manholes with any leakage will not be accepted. D. WASTEWATER FORCE MAIN CONSTRUCTION: 1. Installation: Installation of force main pipe and associated fittings shall be in accordance with current AWWA specifications, and manufacturer's requirements for their particular products. All mains shall have a depth of 36" clear minimum cover to finished grade. Approved pipe joint restraint shall be required at each fitting involving a change of direction and as specified in plan details. If thrust blocks are approved, visqueen protection of lugs and bolts shall be provided. All pipe shall be laid in trenches having a dry and stable bottom. Backfill shall be free of boulders and debris. Pipe shall be fully supported along its entire length. Sharp or rocky material encountered in the base shall be replaced with proper bedding. Pipe shall be laid on line and grade as designed. Changes in pipe aligmnent may be accomplished using appropriate fittings or through pipe deflection. Pipe deflection at the joint is allowed with ductile iron pipe only and shall not exceed 75% of the manufacturer's recommended maximum joint deflection. All valves shall be placed according to plans unless relocation is approved by the Department. As-built drawings shall reflect the actual location of all mains and valves. All taps must be at least 18" from a fitting or bell. Force mains shall not be laid in fuel contaminated areas. All road crossings and pavement cuttings shall be in accordance with the requirements of the City of Boynton Beach or Patin Beach County (if the project is located in their jurisdiction within the Department's service area) 2. Connection to Existing System: All connections to existing mains shall be made under the inspection of the Department. Valves on existing mains shall be operated by Department personnel or under direct supervision by the Department. Tapping sleeve and valve shall be pressure tested prior to tapping. A reverse tap due to pre-existing conditions is acceptable only if previously approved by the Department (construction detail required). If service must be cut off to existing customers, the Department must have a minimum of 48 hours' notice to make necessary notifications. The contractor or developer inay be required to assist in notifications. In this event, contractor shall be ready to proceed with as much material pre-assembled as possible at the site to minimize the length of service interruption. The Department will postpone a service cut-off if the contractor is not ready to proceed on schedule. Such connection may be made at night to minimize effects. No customer should be without service for more than six (6) hours. Any further disruption of service shall be at the discretion of the Department. 3. Cleaning: Foreign material shall be kept out of pipe or cleaned from pipe prior to installation. 4. Testing: All force mains shall be pressure tested in accordance with the current AWWA C-600 Standard. Water shall be supplied to the main and plunped to the required pressure, 150 psi. The maximum length of line to be tested as one section will be 2,000 feet. The standard test duration is two (2) hours. The maximum quantity of water that must be supplied into the tested pipe to maintain pressure within 5 psi of the specified test pressure RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 22 shall not exceed 50% of the applicable AWWA C-600 Standard. 5. Handling, Abandonment and Disposal of Asbestos-Cement Pipe: a) Federal regulations (40CFR Part 61, Subpart M) classify asbestos- cement pipe (AC pipe) as Category II non-friable asbestos-containing material. AC pipe must be handled in a manner which will maintain this classification. Therefore, all handling, cutting, and/or disposal of AC pipe must be performed by a Florida licensed asbestos contractor. The Department will imake every effort to identify and quantify the location of known AC pipe and material prior to onset of work. If the Contractor, during the course of work, observes, uncovers, or otherwise becomes aware of the existence of any asbestos-cement pipe, pieces, or imaterial at the site to which the Contractor or any subcontractor, supplier, or other person imay be exposed, the Contractor shall inumediately notify the City (Risk Management Department and Utilities Department) and confirm any verbal notice in writing. The Risk Management Department shall promptly consult with the project engineer concerning such condition and determine the necessity of the City retaining special consultant or qualified experts. The Contractor shall not perform any work near or in connection with the suspect material until receipt of special written instructions from the Risk Management Department. The Contractor will ensure that all subcontractors follow these procedures. The Contractor will be responsible for the proper handling and/or disposal of the asbestos-containing material. b) Abandorument AC pipe to be abandoned in place shall be filled with grout. Abandoned A/C pipe is to be shown on the as-built drawings.The grout unix (bases on a cubic yard volume) shall be: Tyne Pounds Cubic Feet Cement 340 1.73 Sand 2840 17.91 Stone 0 0 Water 374 Admix/Type B 13 oz. 6.00 Air 170 ± 5.0% 1.35 The slurmp shall be 6" + 1 inch; Admix shall meet ASTM C-494 type B.D. Alternative mixes will be considered. 6. Preconstruction C o n f e r e n c e : A pre-work conference is required before the start of any new construction. See attached check list(Exhibit C). E. WASTEWATER PUMP STATION REQUIREMENTS: 1. Tyt?e: The standard wastewater lift station shall be a below ground, submersible puimp type. All stations shall be designed for a minimum of 240 vols, 3-phase, 60-cycle electric service. Each puimp will have a minimum horsepower rating of 5-horsepower, and will have a speed rating of between 1700 and 1800 RPM. No deviation from these standards will be permitted without the prior approval of the Department. 2. Site Enclosure: RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 23 a) Provide a rminimuim 30'x30' site deeded to the City. b) All lift stations shall be enclosed by fencing(chain link, 6' high,black vinyl coating required) with a 20-foot-wide vehicular double gate centered on the wet well. A three-foot wide pedestrian gate shall be adjacent to vehicular gate,the exact location to be determined by the Department. Decorative fencing or landscaping may be used in addition to the chain link fence. This is at the developer's /successor's discretion and rmaintenance responsibility and must be approved by the Departrment prior to installation. Wire mesh fencing shall be constructed of 9-gauge wire with a maximum 2" mesh of chain linked steel hot dip galvanized after weaving. Top and bottom salvage are to be knuckled. Line posts shall be nominal2"size A.S.A. Schedule 40 galvanized steel pipe size. Gates shall be provided with stops and locks to secure in the open position. C) Alternate enclosure rmaterials rmay be substituted for chain link with the approval of the Director of Utilities. Alternate enclosure shall then be the responsibility of Association, or other governing body;NOT that of the Department. d) Twenty (20) foot wide (minimlum) driveway and entire enclosure must be concrete (minimum 6") except portion of driveway to wet well cover which shall be minimuim 8" with wire mesh reinforcement. Expansion joints in compound and driveway shall be installed as required. Concrete driveway shall be continuous from an accessible roadway to the edge of the station and so located as to imake easy access and enable an appropriate vehicle to maneuver to the center of the lift station (center being defined as midway between the guide rails). Driveway shall be so configured that if excessively long, a hum-around space for a vehicle and generator, of a combined length of at least 32 feet, will allow comfort in maneuvering. e) The exterior top of the wet well shall be designed at or above the one hundred (100) year flood elevations and not be more than one(1) foot above the road grade adjacent to the station and in no case shall be at a lower elevation that the adjacent road. The driveway shall be no less than 30 feet in length with a maximum grade of 3%. The layout of the station should be such as to provide easy access without interference between control panel and truck access. The fenced area shall be laid with visqueen and covered with 6"thick concrete pad(broom finish required). The concrete pad shall extend 6" (minimlum) beyond fenced area(see detail drawings). f) The fencing requirements shall be as follows: Comer and gateposts shall be noiminal 3"A.S.A. Schedule 40 galvanized steel pipe size. Line posts shall be nominal 2 �/2" A.S.A.Schedule 40 galvanized steel pipe size. All corner, line and gateposts shall be sleeved with PVC pipe through the concrete pad. Post spacing shall be equidistant with imaxiimum 8'-0" spacing. Fencing shall be 6'-0" high, fitted with top rail, mid-height horizontal brace and bottom tension wire. The top rail couplings are to be positioned over posts. Bottom tension wire to be iminimuim 49 wire. Fabric shall be continuous from comer post to corner post or corner post to gate post and shall be supported on stretcher bars at each corner and gatepost. Fabric shall be galvanized dipped 9 gauge, prior to vinyl coating. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 24 Fabric ties shall be located at maximum 12" spacing. Furnish and install PVC vertical tubular slats with horizontal lock strip, the color to be black, on all fabric panels. Gates shah be fabricated of nominal 2" size A.S.A. Schedule 40 galvanized steel pipe, gate frames shall be full height of fencing, have horizontal bracing and gate fabric shall be sized to fit within the frame. Fabric shall be installed with stretcher bars. Vehicular gates shall be double, providing for minimum 20'-0" clear opening between gateposts and shall be fitted with a lockable latch. Pedestrian gate shall be a single 3'-0" clear opening with a similar lockable latch. Concrete line post footings shall be a minimum of 36" deep by 12" diameter. Corner and gateposts footings shall be minimum 40" deep by 12" diameter. 3. Applicable Codes: All design,material and work shall be in strict accordance with all the applicable governmental, regulatory,and testing organizations including,but not limited to,the following: ANSI American National Standards Institute,Inc. ASTM American Society of Testing and Materials AWWA American Water Works Association FDEP Florida Department of Environmental Protection FDOT Florida Department of Transportation NEC National Electrical Code NSF National Sanitation Foundation OSHA Occupational Safety and Health Administration PBCHD Patin Beach County Health Department SBC Standard Building Code SFPC Standard Fire Prevention Code SMC Standard Mechanical Code SPC Standard Plumbing Code TSSW Ten States Standards-Water TSSS Ten States Standards- Sewer USEPA United States Environmental Protection Agency No work shall cornrnence without a pre-construction meeting with the Department or without the proper permits required by the following agencies, including, but not limited to: a) Patin Beach County Health Department b) Florida Department of Enviromnental Protection C) PBC Department of Enviromnental Resource Management d) Florida Department of Transportation e) Patin Beach County Engineering Department f) South Florida Water Management District And any other City, County, State or Federal occupational license or permit which may be required. It shall be the responsibility of either the contractor, developer or engineer-of-record to apply for the necessary permits. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 25 4. Wet Wells: No lift station will be constructed for less than 200 residential units unless other design is not feasible. Wet wells shall be a minimum of 6 feet in diameter, except at stations where at build-out the average daily inflow is expected to exceed 200 GPM. At these stations wet wells will have a minimum diameter of 8 feet or as required. Depth shall be a maximum of 25 feet from bottom of cover slab unless prior approval by the Department has been issued. Finish grade elevation for all wet well cover slabs shall be designed so as to exceed the 100-y ear storm flood level for the location. Wet wells(built-in-place) shall be Type II Acid Resistant Portland Cement conforming to ASTM C-150. Precast wet wells shall conform to ASTM C-76, Latest Revision, Class II, Wall B,Type II Portland Cement. All steel reinforcement shall conform to ASTM A-185, Latest Revision with a 0.20 steel area. All concrete shall develop a minimum of 4000 PSI@ 28 days. Wet wells shall be designed to give proper pump operation at build-out without excessive cycling (no more than twice per pump per hour) and that,at all times pumps will remain completely submerged. The following calculations will be used as a typical standard for wastewater pump station elevations and pump starts. The Department will review the ultimate flow possible for the area and inay require additional storage within the wet well. If additional storage cannot be met using the below formula, a larger diameter wet well will be required to meet the necessary storage. "Lag pump on" elevation shall be set at the level equivalent to 5 minutes of average daily inflow above the "lead pump on" level, and a minimmn of 10 minutes of inflow below the gravity line invert. Pump cycle time shall be calculated using the equation (T=15 minutes). T —V V R1 R2-R1 Where T= Elapsed time between pump starts. V=Volume between pump on and pump off levels Rt= Rate of inflow (ADF) Rz=Rate ofPuimping Alarm on elevation shall be set at 6 inches below the invert of the lowest inflow line. All work shall comply with all requirements of the Department's Construction Specifications. Note: At no time will surcharge be allowed to back up in collection system. If necessary, the engineer may consider alternate methods to control and correct adverse pump cycle tunes and pumping levels. These rmay include, but are not limited to larger wet well diameters, triplex stations using a 'jockey pump", electronic pump "soft start contactors", etc. Wet well requirements shall include (but not limited to) the following: a) Floor slabs shall have a minimum slope of one to one, to pump intake, to prevent settling of solids. Two (2) coats of "Florida Liners-LinerGard 100" or pre- approved equal shall be applied to both interior and exterior surfaces of wet well walls in strict accordance with manufacturer's instructions. Two coats shall be applied at I0-12 rails wet film thickness; Ist coat shall be gold; 211d coat shall be RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 26 white. b) Wet well access cover shall be a rubber gasketed aluminum diamond plate constructed of a minimum of 1/4"gauge and a minimum grade of 606I-T6, ASTM B209 Type AA 5052 alloy aluminum. Dimensions shall be a minimum of 48" x 30" for horsepower up to and including fifteen (15), and 72" x 48" for pumps of over fifteen (15) horsepower. Covers shall be installed so as to open away from pump valves and control panel. Inspection is required prior to placing access cover to ensure proper positioning. C) Contractor shall provide a minimum of 3 - 2" PVC conduit from stainless steel control panel to wet well (I for each pump cable and I for level control system). For motors with horsepower over 20 Hp conduit size shall be a minimum of 3". All conduit shall have approved electrical fittings and be run in or below slab. Sealing compound for electrical cables and controls to wet well shall be non- hardening and no seal-off connectors shall be installed. Contractor shall also provide a stainless steel pressure control tube with air pump, flow meter, pressure switches and associated tubing to monitor the wet well liquid levels for pump activation. Internal control panel tubing shall be '/4"polyethylene tubing; wet well pressure control tube to be 3/4" SST Schedule 80 (316 Grade). d) All equipment and hardware within wet well, except pump, pipe and level control system, shall be of a minimum grade 304 stainless steel. This includes, but is not limited to guide rails, pump lifting chains, chain holders, anchors, rail brackets, bolts,washers and all other related equipment including all used on cover and locking mechanism. Wells deeper than 20 feet will require intermediate rail brackets. 5. Pim1 s: Two or more wastewater puimps are required. When only 2 units are provided, each shall be capable of handling the anticipated maximum flow. The capacity of each puimp (discharge flow rate) shall not exceed the ultimate peak wastewater inflow rate by more than 25%. The hydraulic puimp efficiency and the "wire to water" efficiency at operating point under ultimate flow conditions shall be a rminimuim of 40%. The puimp and impeller shall pass 3" spherical solids. Only puimps pre- approved by the Department shall be accepted. Puimps shall be easily installed and removed by a sliding guide bracket system. Seal of the puimp at the discharge flange shall be accomplished by a single downward linear motion of the puimp with the entire weight of the puimp guided by two 2" diarmeter stainless steel guide rails or one 2" stainless steel t-bar guide rail. Then, pressing against the discharge connection, no part of the puimp shall bear directly on the suimp floor and no rotary motion of the puimp shall be required for sealing. Sealing at the discharge shall insure and guarantee a positive leak-proof system under all operating conditions, and for ease of removal of the puimp. Nuts, bolts, or other forms of fastenings rmay not be used for puimp connection; there shall not be a need for personnel to enter the wet well to remove the pumps. All external puimp and motor parts shall be resistant to rmild corrosive liquids and chemical attack and shall be protected by a factory-applied coating. The design is such that the lifting cover, stator housing, and volute casing are constructed of ASTM A48, Class 30, gray cast RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 27 iron. The lifting handle shall be stainless steel and be large enough to hook the pump with a standard hook from heights of 20 feet. The interfaces between the major castings shall be machined for metal to metal contact, and shall be additionally protected with circular cross section 0-rings. All nuts, bolts, washers, and other fastening devices shall be constructed of stainless steel. Grormrmet and 0-rings are to be oil resistant. Volutes and impellers shall have no parts that have to be periodically adjusted to correct tolerances, due to normal wear. No "open" impeller design will be accepted. A dual wear ring system shall be used to provide efficient sealing between the volute and the suction inlet side of the impeller. Each puimp shall be equipped with a stainless steel wear ring or nitrile rubber coated stainless steel insert that is driven fitted into the volute inlet. The mechanical shaft seal shall be a balanced tandem-type "Enclosed Block" design which locates both upper and lower sets of seal faces in one compact AISI Type 316 stainless steel casing. The 0-rings used in the enclosed block seal shall be all circular cross section (Viton or Buna-N) material for sealing protection. The seal faces shall be made of high quality silicon-carbide or tungsten-carbide and held in place by two independent sets of eight AISI Type 316 stainless steel coil springs immersed in an oil bath. As each set of eight (8) coil springs is equally spaced around the shaft, a balanced spring force is exerted upon the seal faces, which is required if the mechanical seal is to be considered"balanced". They shall be completely isolated from the plumped media on the impeller side. The seals shall require neither maintenance nor adjustment and shall be easily replaceable. Conventional lip seals or double mechanical seals with a single or double spring between the rotating faces, requiring constant differential pressure to effect sealing and subject to opening and penetration by puimping forces, shall not be considered equal to the tandem seal specified. Seals shall not be held in place by the impeller. The oversized puimp shaft is to be one piece. No couplings or shaft extensions shall be allowed. The shaft material shall be AISI Type 420 stainless steel. No carbon steel shafts or shaft sleeves shall be allowed.The bearings shall be all spherical ball rolling type angular contact with 100,000 hour L10 life at the puimping design point. Bearings shall be permanently lubricated. The lower bearing is to be a double row thrust bearings and shall be further protected by a short shaft overhang which limits deflections of the shaft. The overhang (distance from thrust bearing to the hub of the impeller) shall be no more than 2.5 tunes the shaft diameter. Plump motors shall be housed in a water tight casing constructed of ASTM A48, Class 30, gray cast iron,and shall have moisture resistant Class F insulated copper windings. Motors shall have cooling characteristics suitable to pernit continuous operation in totally, partially, or non-submerged conditions. Motors shall be able to withstand 15 starts per hour, voltage fluctuations of+ 10% of naimeplate rating and be of NEMA design B rated at 155 degrees Celsius maximum. Plump motors shall have a minimum 1.15 service factor. All plumps/motors shall have a stainless steel data plate. Plumps to be installed will be ROMA, Sulzer/ABS, KSB, Barnes/Crane, or pre-approved equal, and must meet the following requirements: All motors must be copper wound All plumps must be capable of passing 3" spherical solids All plump hardware shall be a irimimuim of 304 Stainless Steel All plump motor shafts shall be a irimimuim of 304 Stainless Steel All plumps shall have cast-in or bolt on upright lifting bails RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 28 All puimp seals must be tungsten carbide, or silicon carbide seal faces All puimp impellers must be single or double vane, double shroud All plumps must have replaceable wear rings Motors shall have isolated terminal boards Motors shall have a uminimuum of shaft overhang to minimize impeller deflection All plumps shall be supplied with minimum 304 stainless steel lifting chains. Chains shall be a minimum of 1/4"up to IOHP, 3/8" 10 HP to 30HP, and 11/2' over 30HP. Puumps shall be supplied with stainless steel "Amor" wrapped power cables (or approved equivalent). Vendors must have a fully operational Parts/Service facility with adequately trained service/field technicians and have facilities on site to conduct standard puump and motor tests. The electric cable entry to the motor shall be watertight and have strain relief. The power and control cables shall enter the motor housing through an isolated chamber that is completely isolated from the stator chamber. The Hypalon power and control cable jackets shall be sealed via a compressible Bursa-N grommet flanked by washers forming the first isolation point of the assembly. The cables shall be terminated on brass terminal lugs of the terminal board thereby sealing the cable entry chaimber completely from the stator housing to the extent that any and all moisture that happens to find its way into the cable entry chaimber is trapped there. The terminal board is designed to short out in the event that moisture has found its way into the cable entry chaimber, thus signaling that the motor must have service without the costly complete overhaul that occurs with plumps that do not have isolated terminal boards. Cables shall be sized to permit voltage conversion without replacing the cable. Contractor shall install plumps but neither contractor nor electrician shall test run plumps at the risk of voiding warranty. An oil-filled pressure gauge with a 0-60 PSI scale shall be installed on the plump side of each plump gate valve and before the isolation gate valve.The gauges shall be installed using a V Series 42 Red valve gauge isolator and flushing valve. Plumps shall be sized to meet both present and future conditions. Pumps shall be sized at twice-current peak demand or half build-out peak demand whichever is greater. Build-out conditions shall be based upon current zoning and land use densities, of the greatest possible gravity feed service area. Plump and motor assembly shall have a minimum five (5) year warranty covering 100% of all parts and labor for the first year and 50% of all parts and labor for the remaining four years. The plump imanufacturer shall provide the warranty for the complete plump and motor assembly. The warranty period shall conumence at the time of plumping station takeover by the Department. The Department will not accept operation and imaintenance responsibility for a"dry" station, that is, a station in which there is no flow. 6. Controls: A plump control system is required. The primary control system shall be an air pressure differential control system that is mounted in the control panel unit. This system shall consist of an air plump, flow meter, air pressure switches, all connected to 1/4' polyethylene tubing which shall connect to the %" stainless steel tubing (316 Grade) mounted vertically in the wet well via Wbraded stainless steel Teflon coated tubing. "Swagelok"or approved equal is acceptable. Plump activation controls shall be set to the elevations as established for RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 29 puinp(s) off, lead pump on,and lag pump on. A float(s) will be located where they will not be affected by the flows into the wet well, or by the pump suction for the high water alarm level. If it is deterinined that high flow rates into the wet well may adversely affect performance of the float, float inay be disallowed. In such a case, only high level float will be required with a pressure transducer for the remaining outputs. Provision shall be made in the control system to automatically alternate the pumps in use. Provide a 1-inch round air filter stainless steel screen opening in the bottom of the cabinet with dense sponge filter inaterial to provide air to the air pump. T Electrical Service Requirements: a) All stations shall have minimum three (3) phase power. No conversion of single phase, by any means, is acceptable. b) All electrical services shall be a ininimum of 100 ainp or 50%over required capacity, whichever is greater. All service feeders shall be copper stranded THHN with a bare copper ground wire, run continuous a minimum of 36"below final grade in Schedule 80 electrical PVC conduit from FPL transformer or inanhole into meter. A low range sewer APC inarker shall be placed above conduit at intervals no greater than 10 feet to aid in location. In addition, an identifying plastic strip shall be placed 12" above conduit during backfilling to further aid in preventing physical damage during excavation operations. C) Stations with pumps up to and including 20 horsepower shall be 240/480 volts. Stations over 20 horsepower pumps shall be 480 volts. d) Position of control panels adjacent to wet well shall be approved by the Supervisor of Utility Puinping Stations prior to installation. e) Control Panel shall be a Stainless Steel NEMA 4 enclosure painted white, with a minimum size of 36"W x 48"H x 12"D. A double pole double throw Ademco key switch (key combination BA-1316) mounted on the exterior of the control panel and wired in series with a inagnetic proximity or plunger type switch inside the cabinet door shall be wired to two monitor points in the telemetry unit. Cabinet shall be installed with the top of panel a inaximum of 7 feet above grade and bottom a minimum of 3 feet above grade of wet well slab. Mounting posts shall be ininimum 4" galvanized conduit or 4" aluininum square tubing, set 4 feet in 2500 PSI concrete. That portion of pipe supports or tubing to be embedded in concrete, shall be pre-coated with an 8 mil covering of an approved bihumastic paint. Cross supports shall be a ininimum of%" aluminum or fiberglass versabar with comparable fittings. Panel shall be constructed with interior removable panel coated with a white baked enamel finish. f) All interior cabinet wiring shall be fully exposed, color coded and numbered (no back-wired panels will be accepted). g) All control and power circuit (breakers & contactors) components will be "Square D". Contactors shall be supplied with 24 or 120 volt coils. h) All interface relays installed will be "Square D",Type KP, AC or DC as required with pilot light. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 30 i) Inputs to phase monitors shall be protected by a inaximum 1.0 amp fuse. Control circuit shall not be one of the inputs to the phase monitor and shall be fused (protected) separately. j) Power supply and all control circuit power supplies will be fused off the secondary side of control circuit breaker. k) Emergency power receptacles shall be Russel Stohl JRSA 1044 FR for 100 ainp, 230-volt services and JRSA 2044 FR for 200 ainp, 480-volt services. 1) Wire sizing and breakers on emergency transfer shall be the equivalent of Main side. m) Level Control System shall consist of an air pressure differential control system for the off and on cycle of the pump motors which will control in ascending sequence of Low Level, Off Pumps, Lead Pump On, and Lag Pump On. The High Water (Alarm Level) shall consist of one (1) N.C. Anchor Scientific Roto Float wired for this purpose. All electrical voltage in wet well(excluding pump motors and cables) shall be a inaximum of 24 volts. n) A factory assembled single throw fused knife disconnect switch shall be installed in a Nema 4 Ultraviolet inhibited fiberglass or Stainless Steel Water-Proof enclosure. This disconnect shall be installed between FPL meter can and pump control enclosure. A Joslin lightning arrestor/surge protector (Model 414XX-85) shall be installed on the load side of this disconnect before control panel for protection of components. Ground rods shall be installed to a minimum of 5 ohms, shall be Cad welded and installed below grade with a protective cover and inspection plate. o) Extra terminal strip for additional future sensors shall be installed. P) All breakers, and other components shall be permanently and clearly labeled on panel as to specific function. q) Panel shall be provided with non-resettable, elapsed time meters (1 per pump. r) Provide one (1) 24" long, two (2) tube fluorescent light fixture(40W) mounted in the top of the cabinet with the switch mounted internally in the lower right hand comer on the cabinet. S) Ground Fault Interrupt convenience circuit 20 amp shall be provided in panel with receptacle mounted inside cover panel and fed from a separate breaker. t) Contractor shall purchase and cause to have installed a Remote Terminal Unit, 125 mph rated antenna mast structure, antenna, and all other appurtenances. This will be inspected for conformance with specifications on site. The RTU shall be manufactured by DCR Engineering. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 31 The RTU shall be equipped as follows: 1 ea. Radio Interface Module 1 ea. Pump Control Unit(PCU) 1 ea. Bus Extender Module 1 ea. 50 Watt Power Supply 1 ea. 6 Amp Hour Battery 1 ea. Anchor Scientific N.C. Roto Float (non-mercury) 3 wire, wired N.C. The above equipment will be installed in a stainless steel cabinet painted white to be provided by DCR Engineering. The 11.5 db gain antenna, coaxial cable, and antenna mast rated at 125 MPH wind survival rating shall be installed in a manner similar to the standard drawing. Note: RTU shall not be installed on antenna mast. U) One copy of electrical panel schematic along with complete pump and motor data shall be heat sealed in plastic and finely attached inside motor control cabinet. A second copy of same data will accompany pump manuals and pump curves to the Department. V) Contractor shall provide three (3) each spares of every fuse (i.e., disconnect fuse set, control fuse, in-line circuits including the spare fuses for Joslyn surge protectors), two (2) complete starters with overloads, and one (1) elapsed time meter, air pump and pressure switch. 8. Valves and Piping: A gate valve is required on the discharge line of each pump with a pressure gauge on the discharge side of the gate valves, installed with a double strap saddle. In addition, apressure gauge shall be installed between the check valve and the discharge pump for line. [Note: A total of three (3)pressure gauges are required.] A check valve is required between the pump and gate valve. Only resilient seated gate valves shall be used in force mains. Gate valves shall be right hand close operation, check valves shall have an external weight arm; no springs will be permitted. Specific requirements for the valves and piping are as follows: a) Check valves shall be Kennedy, no exceptions. Check valves shall be constructed with replaceable brass seats and rminimuim 304 stainless steel keyed shafts with lever and weight, as per AWWA C508, no lever and springs. All check valves shall provide shafts with clappers and levers secured using keyways. Gate valves shall be as per the Department's specifications. Gate valves shall be fitted with resilient seats as per AWWA C509. All pipes and fittings shall be using Florida Linerguard 100, Protecto 401 or Penmite 9043 —Type 2(rmillage to be according to manufacturer specification). b) Station piping shall be installed 36" above ground to the center line of pipes to allow a rminimuim of 16" clearance between bodies of check valves on 4" pipe,20" clearance on 6" pipe, and 23" clearance on 8" pipe (to allow sufficient clearance to remove and repair valve shafts). A rninimuim12" spool piece is required between all fittings and valves. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 32 C) Station emergency bypass line shall be so constructed and installed to enable the station to be drained with the use of an auxiliary pump. Bypass line shall be installed with a"Cara-Loc" and cover,check valve, and gate valve —in that order. d) Appropriate size gate valve shall be installed in force main to allow complete isolation of station from system for any required repair work. An appropriately sized pig launcher shall be installed on pump side of force main irnrnediately before isolation valve. e) All station valves shall be mounted a minimum of 24"(above ground) to center line of pipe. Station piping that(due to field conditions) cannot be located above grade, shall be considered on an individual basis and must be approved by the Department. f) Minimum 1" metered water service will be provided with a 1" gate valve, a FEBCO Reduced Pressure Zone Backflow Preventer Model 825Y and a3/4" hose bib. Water service shall be piped in Type K soft copper continuous from meter to backflow prevention device. g) Minimum of 1' spool piece required between all fittings &valves. 9. Pump Station Acceptance Procedure: A representative of the Department's Engineering, Wastewater Collection and Wastewater Pimping Division shall be present at final inspection/start-up of the station. Prior to final inspection, the following will be provided to the Department (two (2) copies of each) as a basis of acceptance: a) Complete submittal data package including all product documentation. b) All product warranty documentation indicating length of warranty (with starting and expiration dates on all components and equipment). C) Complete set of station white-print drawings showing all revisions or corrections, signed and sealed by the Engineer-of-Record. d) A letter Certifying the telemetry unit is functioning properly. At this time,the Contractor shall turn over to the Department all spare parts and documentation as required in Section VLE.5. (16"paragraph),and VLE.7.u. above. All work shall have been performed in a professional and workmanlike manner, and acceptable to the Department. Upon final inspection of the station by the Department's Engineering, Wastewater Collection and Wastewater Pimping Division personnel and upon satisfactory correction of any deficiencies detected at said inspection, the appropriate person shall prepare a"Notice of Acceptance" (refer to form in the Appendix) indicating the names of the development, the developer, the engineer of record and the contractor. After assigning the lift station number, the notice shall be signed and dated by the Engineering Division Manager, Field Operations Manager, and the developer/authorized agent. The Engineering Division Manager will ascertain whether or not the "Bill of Sale" is required, and if so, has been submitted and accepted. If it has, the date of acceptance on the Notice will be the same date as the developer/authorized agent signature date thereon. If the "Bill of Sale" has not been accepted, the Notice shall be withheld until the "Bill of Sale" has been accepted. Within seven(7) days of the acceptance date or the date of receipt RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 33 of a copy of an FPL invoice from the developer(whichever is later), the Department shall notify FPL to transfer the power utility account to the Department. Notification of these actions to all interested parties shall be the responsibility of the Department. F. WASTEWATER PUMP STATION GENERATOR REQUIREMENTS: Provide a complete, trailer mounted mobile and operable emergency standby electric generating system. System to include all devices and equipment specified herein or required for operation. Equipment shall be new, factory tested, and delivered ready for installation. This system will be used as emergency standby power at the site to which this system will be assigned. However, if other sewage lift stations throughout the City require emergency standby power when the assigned site is operating normally, this system will be rotated to any and all sites in which utilization required its services. Generally: One (1) Cummins/Onan 80.0 ODGA, diesel driven engine generator set, rated 80 KW, 100 KVA at 0.8 PF, 277/480 volts, three phase, four wire, 6014z, 1800 RPM, radiator cooled, complete with all standard equipment and having the following accessories: 1. Controller: Twelve (12) light engineer monitors per NFPA 110, Level 1, with panel lamps and auto start. AC meter package with phase selector switch. 2. Engine: Electronic/Isochronous governor. Engine jacket water heater, 1000 watt at 120 volts. ® Flexible fuel lines, installed. Critical grade exhaust silencer, factory mounted. 3. Alternator: Standard 12 lead alternator. Two (2) main line circuit breakers, rated 100 amps and 250 VAC. PMG excitation. Voltage selector switch,turn to select between 277/480 volts and 120/240 volts, three phase, isolated outputs. Power switch (600 VAC rated) must be such that only one (1) breaker and cord combination is energized at any one time. 4. Accessories and Services: • Two (2) sets of operators, parts and installation manuals. • One (1) year basic warranty. • Test acceptance conducted by factory trained technicians including towing to site and matching phase sequence and load test at predetermined site. ® Full tank of fuel. Two (2) hour on-site 100% rated load resistive load bank test. Locking weather protective enclosure, sound attenuated Level II, for sound levels no greater than 69 DBA at 23 feet and three (3) sets of keys. 10-amp battery charger, float equalizer type with alarms per NFPA 110. Pad type vibration isolators between genset and tank. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 34 Oil drain extension. NEMA 3R emergency breakglass station, exterior mounted. Load center with breakers for engine jacket heater and battery charger, with 30-foot retractable cord with plug. Russel-Stohl JRSA 1044FR receptacle exterior mounted and connected to output of 100 arnp, 120/240 volt breaker. • Three (3) fifty-foot long, Type "G", copper 1/0-4 SJO cords with connectors to match unit mounted receptacles and one (1) JPS2044FR and one (1) JPS I044FR plug. • Two (2) 20 arnp duplex 120 volt GRI receptacles with weatherproof covers and 2 arnp single pole breakers energized from 120/240 volt power supply. These receptacles shall have no power when 480 volt source is selected. • Two (2) eight-hour owner training sessions. • 130-gallon diesel fuel tank with low level alarm, all vents and fittings,mechanical level gauge and locking fill cap with two (2) sets of keys. ® 7,000 pound GVW tandem axle trailer with adjustable luenette eye coupler, 5,000- pound tongue jack and sand shoe, DOT wiring and lighting packages, electric brakes, cable storage box, and rear stabilizer jacks. VII. STANDARD DETAILS (SEE SEPARATE LISTING IN THE UTILITIES ENGINEERING DESIGN HANDBOOK AND CONSTRUCTION STANDARDS) The Design Handbook in its entirety may be viewed or downloaded at www.boynton-beach.org by selecting Departments, Utility Services, Utility Department, Utility Engineering Design Handbook and Construction Standards. It is highly recommended that the Manufacturer be familiar with the Manual regarding submersible sewage pmnps used in wastewater systems. RLI 014-2821-19/TP-Submersible Wastewater Pump Manufactures 35 EXHIBIT "B" City of Boynton Beach Risk Management Department INSURANCE ADVISORY FORM Under the terms and conditions of all contracts, leases, and agreements, the City requires appropriate coverages listing the City of Boynton Beach as Additional Insured. This is done by providing a Certificate of Insurance listing the City as"Certificate Holder" and"The City of Boynton Beach is Additional Insured as respect to coverages noted." Insurance companies providing insurance coverages must have a current rating by A.M. Best Co. of"B+"or higher. (NOTE: An insurance contract or binder may be accepted as proof of insurance if Certificate is provided upon selection of vendor.) The following is a list of types of insurance required of contractors, lessees,etc., and the limits required by the City: (NOTE: This list is not all inclusive,and the City reserves the right to require additional types of insurance,or to raise or lower the stated limits, based upon identified risk.) ------------------------------------------------------------------------------------------------------------------------------------------- TYPE (Occurrence Based Only) MINIMUM LIMITS REQUIRED ------------------------------------------------------------------------------------------------------------------------------------------- General Liability General Aggregate $ 1,000,000.00 Commercial General Liability Prod ucts-Comp/Op Agg. $ 1,000,000.00 Owners&Contractor's Protective (OCP) Personal &Adv. Injury $ 1,000,000.00 Liquor Liability Each Occurrence $ 1,000,000.00 Professional Liability Fire Damage (any one fire) $ 50,000.00 Employees&Officers Med. Expense (anyone person) $ 5,000.00 Pollution Liability Asbestos Abatement Lead Abatement Broad Form Vendors Premises Operations Underground Explosion &Collapse Products Completed Operations Contractual Independent Contractors Broad Form Property Damage Fire Legal Liability ------------------------------------------------------------------------------------------------------------------------------------------- Automobile Liability Combined Single Limit $ 300,000.00 Any Auto Bodily Injury(per person) to be determined All Owned Autos Bodily Injury(per accident) to be determined Scheduled Autos Property Damage to be determined Hired Autos Trailer Interchange $ 50,000.00 Non-Owned Autos PIP Basic Intermodal ------------------------------------------------------------------------------------------------------------------------------------------- Garage Liability Auto Only, Each Accident $ 1,000,000.00 Any Auto Other Than Auto Only $ 100,000.00 Garage Keepers Liability Each Accident $ 1,000,000.00 Aggregate $ 1,000,000.00 ------------------------------------------------------------------------------------------------------------------------------------------- Excess Liability Each Occurrence to be determined Umbrella Form Aggregate to be determined ------------------------------------------------------------------------------------------------------------------------------------------- Worker's Compensation Statutory Limits Employer's Liability Each Accident $ 100,000.00 Disease, Policy Limit $ 500,000.00 Disease Each Employee $ 100,000.00 ------------------------------------------------------------------------------------------------------------------------------------------- P rope rty Homeowners Revocable Permit $ 300,000.00 Builder's Risk Limits based on Project Cost ------------------------------------------------------------------------------------------------------------------------------------------- Other- As Risk Identified to be determined ------------------------------------------------------------------------------------------------------------------------------------------- INSURANCE ADVISORY FORM 8.A. PUBLIC HEARING 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: PROPOSED ORDINANCE NO. 19-014- FIRST READING - Approve Harbor Cay Townhomes Future Land Use Map Amendment from Special High Density Residential (SHDR) to Mixed Use Low (MXL) for a 1.43-parcel, located at 605 Lakeside Harbor. Applicant: United Developers Group, LLC. PROPOSED ORDINANCE NO. 19-015 - FIRST READING -Approve Harbor Cay Townhomes Rezoning from IPUD, Infill Planned Unit Development to MU-1, Mixed Use 1 for a 1.43-parcel, located at 605 Lakeside Harbor. Applicant: United Developers Group, LLC. EXPLANATION OF REQUEST: The subject 1.43-acre property, currently developed with a vacated single-family home, is located in the Federal Highway District (North) of the community Redevelopment Area (CRA). The applicant is following the recommendation of the CRA Community Redevelopment Plan by requesting reclassification of the property to the Mixed Use Low(MXL) future land use category. Note that the proposed Mixed Use 1 zoning district is the only district that corresponds with the MXL land use classification within in CRA-designated areas. The MXL classification allows for a maximum density of 20 dwelling units per acre (du/ac). The proposed major site plan modification (MSPM) features 18 townhomes with the resulting density of approximately 12.6 du/ac. The Planning & Development Board reviewed this request at their March 26th meeting and forwards it with a recommendation for approval. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? No significant impact on either programs or services FISCAL IMPACT: Ultimate increase in the City's property tax base as well as permit and business tax and certificate of use revenues. ALTERNATIVES: None recommended STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: N/A CLIMATE ACTION: No Page 580 of 993 CLIMATE ACTION DISCUSSION: N/A Is this a grant? Grant Amount: ATTACHMENTS: Type Description D Ordinance Ord 19-014 D Ordinance Ord. 19-015 D Staff Report LUAR 19-003 Harbor Cay staff report D Location Map ExhibitA. Location Map D Location Map Exhibit B. Proposed FLU D Location Map Exhibit C. Proposed Zoning Page 581 of 993 ORDINANCE NO. 19- 3 AN ORDINANCE OF THE CITY OF BOYNTON BEACH,FLORIDA, AMENDING ORDINANCE 89-38 BY AMENDING THE FUTURE LAND USE ELEMENT OF THE COMPREHENSIVE PLAN FOR PROPERTY COMMONLY KNOWN AS HARBOR CAY TOWNHOMES AND DESCRIBED HEREIN, OWNED BY UNITED -DEVELOPERS GROUP, LLC., CHANGING THE LAND USE DESIGNATION FROM SPECIAL HIGH DENSITY RESIDENTIAL (SHDR) TO: MIXED USE LOW (MXL); PROVIDING FOR CONFLICTS, SEVERABILITY,AND AN EFFECTIVE A . WHEREAS, the City Commission of the City of Boynton Beach, Florida has I adopted a City of Boynton Beach Comprehensive Plan and as part of said Plan a Future Land I Use Element pursuant t) Ordinance No. 89-38 and in accordance with the Local Government 1 Comprehensive Planning Act; and 1 WHEREAS, the procedure for amendment of a Future Land Use Element of a 1 Comprehensive Plan as set forth in Chapter 163, Florida Statutes, has been followed; and I WHEREAS, after two (2) public hearings the City Commission acting in its dual 2 capacity as Local Planning Agency and City Commission finds that the amendment 2 hereinafter set forth is consistent with the City's adopted Comprehensive Plan and deems it 2 in the best interest of the, inhabitants of said City to amend the Future Land Use Element 2 (designation) of the Comprehensive Plan as hereinafter provided. 2 NOW,THEREFORE,BE IT ORDAINED BY THE CITY COMMISSION OF THE 2 CITY OF BOYNTON BEACH, FLORIDA, THAT: 2 Section 1: The foregoing WHEREAS clauses are true and correct and incorporated 2 herein by this reference. 28 Section 2: Ordinance No. 89-3 8 of the City is hereby amended to reflect that the 2 Future Land Use of the following described land: 3 A parcel of land in section 15,township 45 south,range 43 east, City of Boynton Beach,Florida, 31 and being a part of lots 2 and 3 off Sam Brown Jr's Hypoluxo Subdivision, according to the plat 32 thereof, as recorded in plat book 1,page 81, public records of Palm Beach County, Florida, and 33 being more particularly described as follows: BEGIN at the intersection of the north line of said 34 lot two with the easterly right of way line State Road No. 5 (US #1) as said right of way is shown 35 on the plat recorded in road plat book 3, pages I 1-17 of Palm Beach County, Florida, and also 3 - shown on Florida State Road Department right-of-way map section 93010-2501, sheet 3 of 7; 37 thence SO 8'12'00"W,along said east right-of-way line for 258.54 feet to a point on the south line 38 of said lot 3; thence S89*13'55"E, along the south line of said lot 3 for 273.65 feet; thence 391 NOO*14'05"E for 127.30 feet; thence N89'45'55"W for 30.28 feet;thence N04*23'20"E for 5.35 40- feet to a found iron pipe also being on the common lot line of said lots 2 and 3;thence continue 41- N04*23'20"E for 124.27 feet to a point on the north line of said lot 2; thence N89'13'55"W, SACA10rdinancesTlanning\Land UseWarbor Cay LUA-Ordinance.Doex Page 582 of 9 3 4 = along said north line of lot 2 for 216.93 feet to the POINT OF BEGINNING. 4 4 Said lands situate in the City of Boynton Beach, Palm Beach County, Florida and 4 containing 62,243 square feet(1.43 acres) more or less. 4 4 is amended from Special High Density Residential(SHDR)to: MIXED USE LOW(MXL). 4 Section 3: This Ordinance shall take effect on adoption, subject to the review,challenge, 4 or appeal provisions provided by the Florida Local Government Comprehensive Planning and 5 Land Development Regulation Act. No party shall be vested of any right by virtue of the i 5 adoption of this Ordinance until all statutory required review is complete and all legal challenges, including appeals, are exhausted. In the event that the effective date is established by state law 5 or special act, the provisions of state act shall control. 5,411 FIRST READING this day of , 2019. 5 „ SECOND, FINAL READING and PASSAGE this day of , 2019. 5 CITY OF BOYNTON BEACH,FLORIDA 5 YES NO 6 Mayor—Steven B. Grant 6 --- 62 Vice Mayor—Justin Katz _..................................... 6 641 Commissioner—Mack McCray 6 5! 6 Commissioner—Christina L. Romelus 6 6 Commissioner—Ty Penserga 69 7 0' VOTE 71 ATTEST: 72 73 74- Judith A. Pyle, CMC 751 City Clerk 7 6� Seal 7 (Corporate ) 78 : SACMOrdinances\PlanninglLand UseWarbor Cay LUA-Ordinance.Docx Page 583 of 993 ORDINANCE NO. 19- 0 jL 5 AN ORDINANCE OFTHE CITY OF BOYNTON BEACH, FLORIDA. AINIENDING ORDINANCE 02-013 TO REZONE A PARCEL OF LAND DESCRIBED HEREIN AND COMMONLY REFERRED TO AS HARBOR CAY FROM INFILL PLANNED UNIT DEVELOPMEN7 (IRUD) TO TMWD USE I (MU-1); PROVIDING FOR CONFLICTS, SEVERABILITY,AND AN EFFECTIVE DATE. WHEREAS,the City Commission of the City of Boynton Beach, Florida has adopted Ordinance No. 02-013,in which a Revised Zoning Map was adopted for said City; and WHEREAS, the property owner has made application to rezone land, said land being 1. more particularly described hereinafter, from Infill Planned Unit Development (IPUD) to 14 MIXED USE I (MU-1); and 2.5 V*MREAS, the City Commission conducted public hearings as required by law and 16 heard testimony and received evidence which the Commission find,-,supports a rezoning for the 1-1 property hereinafter described-, and WHERAAS,,the City Commission deerns it in the best intergsts: of the inhabitants of said City W aradid the aforesa'id Revised Zoning Map as hereinafter set faith. F9. 20 &0 "' .THERE RE, 13KIT ORDAINED BYITYgOM �TJIE :I� MSSION OF 21 THE CITY OF'BOYNTON BEACII�FLOR�DA THAT: 2 2 Section 1. The foregoing Whereas clauses are true and correct and incorporated 23 herein by this reference. 0 31 a 24 Section 2. The land herein described be and the same is hereby rezoned from Inful 25 Planned Unit Development (IPUD) to MIXED USE 1 (MU-1.). A location map is attached 26 hereto as Exhibit"A"and made a part.of this Ordinance by reference. Legal Description: 27 28 29 A parcel oft d in.section 15,township 45 south,rapge 4.3 east,City of Boynton Be4ch,Florida, 30 and being a part of lots 2 and 3 off Sam BTo'%M' Jr's Hypbluxo Subdivision,.according-to the 31 plat thereof,,as recorded in at book 1,page 81,public records of-Palm. each Countyj Flbri4 32. and being more particularly described as follows: BEGIN at the intersection of the north line 33 of said lot two with the easterly right of way line State Road No. 5 (US#1)as said right of way 34 is shown on the plat recorded in road plat.book.3,.pages 11-:17 of Palm Beach.County,-Florida, 35 and also sbown.on Florida State Road Department ii&-of-way map section 93010-2501, sheet 36 3 of 1; thence S08*I 00"W, along said east right-of-way line for 258.54 feet to a point on the 37 south line,of said lot 3; thence, SWI 3'55"F, along the south find of-said Iot 3'for 273.65 feet; 38 thence N00°14'.05"8 for 127.30 feet;thence N89'45'55"W for 30.28 feet;thence N04'23'20"E S\CAN.Ordiwmces\Por Uy-Remne-Ordim=.6ox Page 584 of 9 3 3 for 5.35 feet to a found iron pipe also being on the common lot line of said lots 2 and 3;thence continue. 042 '20"E for 124.27 feet to point o a . o line of. said lot ; e . 4 N9°13.' 5" on -said north line of lot 2 for 216:93 feet tothe-POINT BEGINNING. 4 Said lands situate in e City of Boynton Beach,.PaIni BeachCounty,'Florida and 4 n g 62;243 s (1.43 )more or I 4 S ioni: .. :That the afar. °d Revised Zoning � :.o e City shall be. amended. 4. ly. Section . All ordinances or parts of ordinances in conffict herewith are hereby repealed. 4 Section 5. Should any section or provision of this Ordinance or any portion 5 declared y a court of competent] sdiction to be invalid, such decision shall not affect the remainder of this Ordinance, Section.6. This ordinance shall become effective immediately upon passage. FIRST READING this day of e _a 2019. 5 SECOND, FINAL READING and PASSAGEis day of 52019. 5 CITY OF BO ON BEACH,FLORIDA 5 YES NO 5Mayor—Steven B.Grant 5 6 Vice Mayor—Justin Katz ; 6 6 Commissioner—Mack McCray _---_ 63 6 Commissioner—Christina L.Romelus Commissioner—Ty Penserga 6 6 VOTE 6 ATTEST: 70 71 7 73 Judith A.Pyle,CMC 74 City Clerk 75 76 (C orate Seal) 5:ICAlord' es\Pl 1R Cay- oe dwx Page 585 of 93 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 19-006 STAFF REPORT TO: Chair and Members Planning and Development Board THRU: Ed Breese Planning and Zoning Administrator FROM: Hanna Matras, Senior Planner DATE: March 21, 2019 PROJECT: Harbor Cay Townhomes LUAR 19-003 REQUEST: Approve Harbor Cay Townhomes Future Land Use Map Amendment from Special High Density Residential (SHDR) to Mixed Use Low (MXL) and Rezoning from IPUD, Infill Planned Unit Development, to MU-1, Mixed Use 1. PROJECT DESCRIPTION Property Owner/ Applicant United Developers Group, LLC/ Koba Koberidze Agent: Kirill Mushlin, Lyonsgate Realty, Inc. Location: 605 Lakeside Harbor Drive (east side of Federal Highway, approximately 175 feet north from Gateway Boulevard, see Exhibit "All) Existing Land Use/ Zoning: Special High Density Residential (SHDR)/ IPUD Infill Planned Unit Development Proposed Land Use/ Zoning: Mixed Use Low (MXL) / MU-1 Mixed Use 1 (Exhibits "B" and "C") Acreage: 1.43 acre Proposed Use: 18 townhomes Page 586 of 993 Page 2 Harbor Cay Townhomes LUAR 19-003 Adjacent Uses: North: Developed multi-family residential property (Inlet Harbor Club), classified Recreational (R) and Medium Density Residential (MDR) and zoned Recreation (REC) and Multi-family Residential (R-3); South: Developed commercial property (Gateway Shell), classified Local Retail Commercial (LRC) and zoned Community Commercial (C- 3); to the southeast, developed single-family homes, classified Low Density Residential (LDR) and zoned R-1-AA, Single-family Residential; East: Developed and vacant single-family residential, classified Low Density Residential (LDR) and zoned Single-family Residential (R- 1-AA); and West: Right-of-way for Federal Highway; farther west right-of-way for the Florida East Coast (FEC) railroad. BACKGROUND The subject 1.43-acre property is located in the Federal Highway District (North) of the community Redevelopment Area (CRA). In 2006, it was approved for 23 fee-simple townhomes. The time extension for the site plan was granted twice but, ultimately, it expired in 2008 as the project encountered the real estate collapse and the onset of "Great Recession". The applicant is following the recommendation of the CRA Community Redevelopment Plan by requesting reclassification of the property to the Mixed Use Low (MXL)future land use category. Note that the proposed Mixed Use 1 zoning is the only zoning district corresponding to MXL in CRA-designated areas. The MXL classification allows for a maximum density of 20 dwelling units per acre (du/ac). The proposed major master plan/site plan modification (MSPM) features 18 townhomes with the resulting density of approximately 12.6 du/ac. The MSPM application is being processed concurrently with the application for FLU amendment and rezoning (see the staff report). REVIEW BASED ON CRITERIA The following criteria used to review Comprehensive Plan Map amendments and rezonings are listed in the Land Development Regulations, Chapter 2, Article II, Section 2.13 and Section 2.D.3- 2 Page 587 of 993 Page 3 Harbor Cay Townhomes LUAR 19-003 a. Demonstration of Need. A demonstration of need may be based upon changing conditions that represent a demand for the proposed land use classification and zoning district. Appropriate data and analysis that adequately substantiates the need for the proposed land use amendment and rezoning must be provided within the application. The CRA Community Redevelopment Plan (the Plan) provides site-specific future land use recommendations for the entire CRA area. Consistently with the vision for economic revitalization embedded in the Plan, mixed use FLU categories are recommended for most areas close to downtown as well as for those along the major corridors. While the proposed project could be accommodated under the (existing) Special High Density future land use, the requested Mixed Use Low category is consistent with the Plan's recommendation for the subject site. Note that both categories feature the same density cap of 20 du/ac. b. Consistency. Whether the proposed Future Land Use Map amendment (FLUM) and rezoning would be consistent with the purpose and intent of, and promote, the applicable Comprehensive Plan policies, Redevelopment Plans, and Land Development Regulations. The CRA Community Redevelopment Plan is (by reference) a part of he Comprehensive Plan; consequently, the amendment that proposes to implement it is consistent with the latter. See also the explicit Policy 1.7.1 , and a similar Policy 1.9.1. Policy 1.7.1 The City shall follow the recommendations of the adopted Community Redevelopment Plan to the maximum extent feasible when reviewing development applications pertaining to property within the Community Redevelopment area. Policy 1.9.1 New development and redevelopment shall be consistent with the policies of the Future Land Use Element and conform to the Future Land Use Map or, if applicable, comply with the future land use recommendations of the CRA Community Redevelopment Plan and any future redevelopment plans. Moreover, a small infill project under consideration is clearly aligned with the intent of the Future Land Use Element's anti-sprawl objective and policies: Objective 1.8 The City shall discourage urban sprawl by continuing to promote a compact urban development pattern that provides opportunities to more efficiently use of infrastructure, land, and other resources and services. Policy 1.8.2 The City shall discourage urban sprawl by- 3 Page 588 of 993 Page 4 Harbor Cay Townhomes LUAR 19-003 A. Continuing to promote compact developments within the City's utility service areas, while requiring the maximization of all public services for each development in the most cost effective manner possible; and B. Requiring, in all future development and redevelopment in the City, land use patterns that are non-strip in nature and demonstrate the ability to attract and encourage a functional mix of uses. Consistency with Land Development Regulations (LDR) The proposed master plan/site plan complies with the regulations and intent of the MU-1 zoning district. c. Land Use Pattern. Whether the proposed Future Land Use Map amendment(FLUM) and rezoning would be contrary to the established land use pattern, or would create an isolated zoning district or an isolated land use classification unrelated to adjacent and nearby classifications, or would constitute a grant of special privilege to an individual property owner as contrasted with the protection of the public welfare. This factor is not intended to exclude FLUM reclassifications and rezonings that would result in more desirable and sustainable growth for the community. The proposed FLU implements the CRA Plan recommendation. While the reclassification would temporarily create an "isolated zoning district," the Plan endorses the MXL future land use category for the area extending south from the subject property to Las Palmas Park and beyond, encompassing the Harbors PUD (fee-simple townhome project built in 2004 and unlikely to redevelop in the near future). The MXL classification is consistent with the Plan's vision of a commercial node on the intersection of Federal Highway and Gateway Boulevard, and, consistently with this vision, it is also recommended for lands fronting the south side of Gateway Boulevard between Federal Highway and NE 4st street. d. Sustainability. Whether the proposed Future Land Use Map amendment(FLUM) and rezoning would support the integration of a mix of land uses consistent with the Smart Growth or sustainability initiatives, with an emphasis on 1) complementary land uses,- 2) ses,2) access to alternative modes of transportation, and 3) interconnectivity within the project and between adjacent properties. The proposed FLUM amendment and rezoning does not meet the sustainability characteristics except for access to public transportation (the Palm Tran bus routes along Federal Highway and bus connectors to the Tri Rail station). e. Availability of Public Services / Infrastructure. All requests for Future Land Use Map amendments shall be reviewed for long-term capacity availability at the maximum intensity permitted under the requested land use classification. Water and Sewer. Long-term capacity availability for potable water and sewer for the 4 Page 589 of 993 Page 5 Harbor Cay Townhomes LUAR 19-003 subject request has been confirmed by the Utilities Department. So/id Waste. Per the annual assessment issued on January 8, 2019, the Palm Beach County Solid Waste Authority (SWA) determined that sufficient disposal capacity will be available at the existing landfill through approximately the year 2049. Drainage. Drainage will be reviewed in detail as part of the site plan, land development, and building permit review processes. Trak. Traffic impact will be reviewed as part of the site plan. The School Capacity Availability Determination (SCAD) for PBC School District. The district's review of the SCAD letter submitted by the applicant concluded that ... ... ..... f. Compatibility. The application shall consider the following factors to determine compatibility. (1) Whether the proposed Future Land Use Map amendment (FLUM) and rezoning would be compatible with the current and future use of adjacent and nearby properties, or would negatively affect the property values of adjacent and nearby properties, and (2) Whether the proposed Future Land Use Map amendment (FLUM) and rezoning is of a scale which is reasonably related to the needs of the neighborhood and the City as a whole. See response to criteria "a", "b" and "c:" the proposed reclassification constitutes implementation of the CRA Plan, which envisions higher intensity development at, and in proximity to, the intersection of Federal Highway and Gateway Boulevard. During the Plan's development process, staff took into account the needs of the City and those of each of the Plan-defined districts, as well as the potential compatibility issues stemming from future land use recommendations. The Plan underwent an extensive public review, including public hearings, and the received input was duly considered prior to adoption. Clearly, due to the multiplicity of development scenarios—especially for mixed use FLU categories—compatiblity issues will arise and must be dealt with at a level of each individual project. Potential proximity of higher density mixed use projects to single-family neighborhoods is of particular concern. Staff will shortly take up a review of the Land Development Regulations with the objective of adressing remaining issues related to implementation of the CRA Plan. It will likely result in revisions to the residential compatiblity standards. The proposed FLU amendment and rezoning supports residential-only project, with the design sensitive to the presence of single-family homes east and southeast of the subject parcel. It is unlikely that the values of these homes will be negatively affected. As already 5 Page 590 of 993 Page 6 Harbor Cay Townhomes LUAR 19-003 noted, the current FLU classification of the property, SHDR, has a maximum density of 20 du/acre, same as the proposed MXL. g. Direct Economic Development Benefits. For rezoning/FLUM amendments involving rezoning to a planned zoning district, the review shall consider the economic benefits of the proposed amendment, specifically, whether the proposal would: (1) Further implementation of the Economic Development (ED) Program,- (2) rogram,(2) Contribute to the enhancement and diversification of the City's tax base,- (3) ase,(3) Respond to the current market demand or community needs or provide services or retail choices not locally available,- (4) vailable,(4) Create new employment opportunities for the residents, with pay at or above the county average hourly wage,- (5) age,(5) Represent innovative methods/technologies, especially those promoting sustainability; (6) Be complementary to existing uses, thus fostering synergy effects, and (7) Alleviate blight/economic obsolescence of the subject area. Since the proposed FLU amendment/rezoning supports a residential project, the main economic development benefit of this action would be the project's contribution to the City's tax base. There is also a benefit of adding a for-sale product to the City's housing stock, with its fast growing number of rental apartments. h. Commercial and Industrial Land Supply,The review shall consider whether the proposed rezoning/FLUM amendment would reduce the amount of land available for commercial/industrial development. If such determination is made, the approval can be recommended under the following conditions: (1) The size, shape, and/or location of the property makes it unsuitable for commercial/industrial development, or (2) The proposed rezoning/FLUM amendment provides substantiated evidence of satisfying at least four of the Direct Economic Development Benefits listed in subparagraph "g"above, and (3) The proposed rezoning/FLUM amendment would result in comparable or higher employment numbers, building size and valuation than the potential of existing land use designation and/or rezoning. The requested MXL future land use category would not reduce the amount of land available for commercial/industrial development. It allows, but does not require, commercial uses; in the case under consideration, it would support residential-only project. As already noted, the existing FLU of SHDR does not allow commercial uses (with some exceptions for accessory uses and water-dependent uses in selected locations). 6 Page 591 of 993 Page 7 Harbor Cay Townhomes LUAR 19-003 i. Alternative Sites. Whether there are adequate sites elsewhere in the City for the proposed use in zoning districts where such use is already allowed. The property's existing FLU would allow the proposed use; however, the requested amendment is desirable since it implements the CRA Plan with its attendant design standards. j. Master Plan and Site Plan Compliance with Land Development Regulations. When master plan and site plan review are required pursuant to Section 2.D.1.e above, both shall comply with the requirements of the respective zoning district regulations of Chapter 3, Article 111 and the site development standards of Chapter 4. For the site plan review, see the corresponding staff report. CONCLUSION/RECOMMENDATION As indicated herein, staff has reviewed the proposed FLU amendment and rezoning and determined that they satisfy the review criteria for the subject applications. Therefore, staff recommends approvals of the subject requests. S:\Planning\SHARED\WP\PROJECTS\Harbor Cay\LUAR 19-003\LUAR 19-003 Harbor Cay Townhomes Staff Report.docx 7 Page 592 of 993 EXHIBIT A LOCATION MAP F S 4 Lakeside Harbou 4 �tv x � Js Las Palmas Park 4 - 1� t ll ' , q N 0 35 70 140 210 wE Fig% 593 of 993 EXHIBIT B HARBOR CAY LUAR 19-003: FLU AMENDMENT SITE Lakeside Harbou proposed FLU: MXL Las-Palmas Park Gateway Blvd Z+ Harbors Way Legend LOW DENSITY RESIDENTIAL(LDR);7.5 D.U./Acre 3 MEDIUM DENSITY RESIDENTIAL(MEDR);11 D.U./Acre SPECIAL HIGH DENSITY RESIDENTIAL(SHDR); 20 D.U./Acre' 1 LOCAL RETAIL COMMERCIAL(LRC) RECREATIONAL(R) MIXED USE LOW(MXL); 20 D.U./Acre N 0 35 70 140 210 wTE Fig% 5946f 993 EXHIBIT C HARBOR CAY LUAR 19-003: REZONING ;Legend R1 AA Single Family,5.5 du/ac 's +, �! R1A Single Family,6 du/ac R3 Multi Family, 11 du/ac e0 PUD Planned Unit Development ' © IPUD Infill Planned Unit Development y,0 C2 Neighborhood Commercial ti C3 Community Commercial C4 General Commercial 0 MU-1 Mixed Use 1,20 du/ac �' + REC Recreation �+ �} Lakeside Harbou roposed zoning MU-1 Las-Palmas Park - r Gateway Blvd Z+ s ;� :�IIIIIIIIIIII�y r„ II Z �v H I It I t. 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PUBLIC HEARING 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve Harbor Cay Townhomes Major Site Plan Modification (MSPM 19-003) to construct 18 townhomes and related site improvements at a density of 12.6 dwelling units per acre on 1.43 acres located at 605 Lakeside Harbor in the Mixed Use-1 (MU-1) zoning district. Applicant: United Developers Group, LLC. EXPLANATION OF REQUEST: Mr. Kevin Mushlin, agent for United Developers Group, LLC is proposing a major site plan modification for 18 dwelling units (3-story townhomes) consisting of five (5) buildings with three (3) to four (4) units per building. Each unit has 3 bedrooms ranging in size from 2,186 square feet to 2,310 square feet of air-conditioned space. The total gross building square footage (including exterior patios and balconies) ranges from 2,805 square feet to 3,569 square feet per unit. Owners of units within Buildings 3 and 4 would have an option for a private swimming pool to the rear of their unit. Related site improvements include a community swimming pool, cabana restrooms, a passive recreation/open space area, and lighted guest parking. The applicant is concurrently requesting to reclassify the property from Special High Density Residential (SHDR 20 du/ac) future land use to Mixed Use Low(MXL 20 du/ac), and rezone the property from the IPUD (Infill Planned Unit Development) zoning district to MU-1 (Mixed Use 1). Therefore, approval of this project is contingent upon the approval of the corresponding requests for future land use amendment and rezoning (LUAR 19-003). The Planning & Development Board reviewed the item at its March 25th meeting and forwards it with a recommendation of denial. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? No significant impact on either programs or services. FISCAL IMPACT: The fiscal impact of the proposal is represented by the fees associated with development approval, and the ultimate increase in property value and tax base from the new residential construction. ALTERNATIVES: None recommended STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: N/A Page 596 of 993 CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: N/A Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Staff Report Harbor Cay Staff Report (MSPM 19-003) D Location Map Exhibit A- Location Map D Exhibit Exhibit B - Survey D Drawings Harbor Cay Townhome Plans D Other Parking Demand Study D Conditions of Approval Exhibit C - Post P&D Conditions of Approval D Development Order Development Order Page 597 of 993 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 19-010 STAFF REPORT TO: Chair and Members Planning & Development Board and City Commission THRU: Ed Breese WC�2 Planning and Zo i�2 ng Administrator FROM: Kathleen Hatcher YR Senior Planner DATE: March 19, 2019 PROJECT NAME/NO: Harbor Cay/MSPM 19-003 REQUEST: Major Site Plan Modification PROJECT DESCRIPTION Property Owner: United Developers Group, LLC Applicant: Mr. Koba Koberidze, Managing Member, United Developers Group, LLC Agent: Mr. Kirill (Kevin) Mushlin, Managing Member, United Developers Group Location: 605 Lakeside Harbour(see Exhibit"A"— Location Map) PCN: 08-43-45-15-03000-0022 Existing Land Use: Special High Density Residential (SHDR -20 dwelling units per acre) Existing Zoning: Infill Planned Unit Development(IPUD) Proposed Land Use: Mixed Use Low(MXL -20 dwelling units per acre) Proposed Zoning: Mixed Use 1 (MU-1) Proposed Use: 18 townhouse units at 12.6 dwelling units per acre Acreage: 1.429 acres (62,256 square feet) Adjacent Uses: North: To the north is developed multi-family residential property (inlet Harbor Club), classified Recreational (R) and High Density Residential (HDR) land use and zoned Recreation(REC)and Multi-family Residential(R-3); South: To the south is developed commercial property(Gateway Shell),classified Local Retail Commercial (LRC) land use and zoned Community Commercial(C-3);to the southeast is developed single-family residential, Page 598 of 993 Staff Report—Harbor Cay(K8SPMiW-O03) Memorandum NoPZ1Q-010 Page classified Low Density Residential (LQR) and zoned Single-family Residential (R-1-AA); ` '' East: Tothe east iedeveloped and vacant single-family residential, classified Low Density Residential(LDR)and zoned Single-family Residential(R-1- AA); and West: RigforFedera| Highway,then farthGrwestishgforthe Florida East Coast/FEC\ railroad. PROPERTY OWNER NOTIFICATION Owners ofproperties within 4OOfeet ofthe subject site plan were mailed anotice ofthis request and its respective hearing dates. The applicant certifies that they posted signage and nnmi|ad notices in accordance with Ordinance No. O4'OO7and Ordinance No. 05-004. Site: The subject property is e 1.429-acre parcel on the east side of Federal Highway, approximately 1OOfeet north ofGateway Boulevard. The subject property imlocated within the Federal Highway District of the Community Redevelopment Agency area and is currently developed with a vacated single-family residence built in 1959. Lakeside Harbor [)hve, a private right'Of+mGy, outs through the center ofthe subject property in order to provide perpetual access 0othe existing homes ofthe Sam Brown Jr. subdivision bothe east. Atwo/3\-inchpotable water line and a gravity sanitary sewer main are located within this east-west righ1-of- vmy.The survey shows that asecurity gate across Lakeside Harbor [)rive is currently located adjacent to the east property line of the subject property for restricted access to the ten (1O)single-family residential lots 0othe east. BACKGROUND In 2006 a change to the future land use and zoning of the subject property was approved (LUAR 06-009)from LRC(Local Retail Commercial)and LDR(Low Density Residential)to SHDF{ (Special High Density Residential, nnoxinnurn 20 units per acre) and from C-3 (Community Commercial) and R1AA (SinA|e-Fanni|y Residential) to IPU[) (Infill Planned Unit Development)for aproject thatvvaaa|aVhnowneaHorhourCey. Thepreviousp ject was approved for 23fee-simple tovvnhomnes atadensity of10.O0dwelling units per acre. Shortly thereafter, the economic downturn greatly diminished the ability tUobtain funding for the project. The site plan approval was extended twice/SPTEO7-0O6, 8PTE08-OD7\ 0mMay 2. 2OO9. however the site plan expired prior tgthe issuance ofebuilding permit. The subject property was eventually sold toUnited Developer's Group, LLC in May,2018. Proposal: Mr. Kevin Muoh|in. agent for United Developers Group, LLC isproposing amajor sitep|an modification for 18 b»vxnhmuae unite. The applicant is simultaneously requesting to reclassify the future land use from(GHQR)Special High Density Residential(2Odu/ao)Un K8XL(Mixed Use LVvv.\ and rezone from |PUC) (Infill Planned Unit Development)toMU-1 (Mixed Use 1). Consistent with the vision for economic revitalization within the CRA Plan, mixed use FLU categories are recommended for most areas close todowntown aswell ae for those along the major corridors in the CRA. Thenafona, approval of this project is contingent upon the approval of the corresponding request for land use change and nezoning /LUAR 19-003\ Under the proposed K8XL |and use category, the maximum allowable density is also 20 dwelling units per acre, which would allow upio 28 dwelling Page 599Of993 Staff Report—Harbor Cay(MSPM 19-003) Memorandum No PZ 19-010 Page 3 units on this particular site. However, the project proposes a total of 18 dwelling units, which equals a density of 12.59 dwelling units per acre. Townhouses are permitted uses in the requested MU-1 zoning district. ANALYSIS Traffic: In November, 2018 a traffic impact statement was sent to the Palm Beach County Traffic Division for concurrency review in order to ensure that an adequate level of service exists to serve the subject project. Palm Beach County Traffic Division determined that the proposed redevelopment project does not have significant peak hour traffic impact and therefore meets the Traffic Performance Standards of Palm Beach County. The County approval was based on the previously proposed 21 townhouse units,which would generate 130 new daily trips (14 a.m. peak hour and 15 p.m. peak hour trips). Prior to a building permit for the project the applicant will be required to obtain a revised approval from the County based on the reduced number of units (see Exhibit"C"-Conditions of Approval). The traffic concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic Performance Standards Ordinance and no building permits are to be issued after the build-out date of 2023. It should be noted that Lakeside Harbor Drive would remain as a private right-of-way for perpetual use by property owners with lots fronting this street. Schools: The Palm Beach County School District has reviewed this project for a School Capacity Availability Determination (SCAD) based on the 18 dwelling units proposed. The Determination states there will be no negative impact on area schools from this project since the schools have adequate capacity to accommodate the potential public school students who will reside in the proposed dwelling units with their families. The Concurrency Determination is valid for one (1)year from the date of issuance and would continue to be valid for the life of the development order. Police/ Fire: Staff reviewed the master plan/site plan and determined that current staffing levels would be sufficient to meet the expected demand for services. Utilities: The City's water capacity would meet the projected potable water for this project. Sufficient sanitary sewer and wastewater treatment capacity is also currently available to serve the project, subject to the applicant making a firm reservation of capacity, following site plan approval. Solid Waste disposal capacity has been evidenced through the issuance of a certificate of availability by Palm Beach County Solid Waste Authority. Drainage: Conceptual drainage information was provided for the City's review. The Engineering Division has found the conceptual information to be adequate and is recommending that the review of specific drainage solutions be deferred until time of permit review. All South Florida Water Management District permits and other drainage related permits must be submitted at time of building permit(see Exhibit"C"- Conditions of Approval). Access: The site plan shows that the project would have a one (1) point of ingress/egress along Federal Highway, utilizing a right-in, right-out turn at the existing Lakeside Harbor Drive, a 22-foot wide easement road that will be privately maintained by the Harbor Cay Condominium Association. Lakeside Harbor Drive would still provide perpetual access to the existing homes of the Sam Brown Jr. Hypoluxo subdivision to the east. The applicant has proposed to resurface the entire length of Lakeside Harbor Drive(approximately 770 linear feet)for the adjacent subdivision. Page 600 of 993 Staff Report— Harbor Cay(MSPM 19-003) Memorandum No PZ 19-010 Page 4 Circulation: The street system which provides primary vehicular circulation internal to the development consists of Harbor Cay Drive, located both north and south of Lakeside Harbor Drive. The two-way streets internal to the development will be a privately-owned street to be maintained by the Condominium Association and provide primary vehicular circulation internal to the development. The internal circulation streets form a loop with the only garage access for the townhouse residents from the internal streets (Harbor Cay Drive). Pedestrian circulation is separated from the roadways, reducing potential conflicts with vehicular circulation. Sidewalks are proposed separately from the street system to ensure the safety of each pedestrian. Due to site constraints, a dumpster is not proposed, and trash pickup will be from roll-out containers. Parking: The site plan shows that each unit would have a two(2)-car garage,which would equate to providing 36 parking spaces, and also 15 guest parking spaces are proposed on site. A total of 51 parking spaces, including one handicap-accessible space are provided. Based on recently approved modifications to parking requirements(Ord. 19-006 approved 2/5/19), planned developments with attached single-family units may submit a professional parking study which provides justification for reduced parking during the development review process. The applicant has submitted a Parking Demand Study by Shaun G. MacKenzie of MacKenzie Engineering and Planning Inc. which recommends a conservative parking rate of 2.38 parking spaces per dwelling unit,for a total of 43 spaces. A total of 51 spaces are provided consisting of 36 garage and 15 guest spaces. Staff is in agreement with the parking study. The condominium by-laws will require garages to be used solely for vehicle parking for compliance with parking requirements, and for parking in designated parking spaces only, since there is no driveway parking in front of the garages (see Exhibit"C"— Conditions of Approval). Buildings: The 18 dwelling units are proposed within five (5) separate buildings on the 1.429-acre site. Buildings 1 - 3 would each contain four (4) units, and Buildings 4 - 5 would each contain three (3) units. All units are three (3)-story and include three (3)-bedrooms, a bonus room, two (2) full bathrooms, two (2) half bathrooms, two (2)-car garages, and exterior patios, and balconies. The floor plans for units range from 2,186 square feet to 2,310 square feet of air-conditioned space. The total gross building square footage (including exterior patios and balconies) ranges from 2,805 square feet to 3,569 square feet per unit. Owners of units within Buildings 3 and 4 have an option for a private swimming pool to the rear of their unit. No future modifications to patios, porches, or balconies(such as increase in size, enclosed, or screened)are allowed(see Exhibit"C"— Conditions of Approval). Setbacks: The proposed perimeter building setbacks are consistent with other similar developments along the Federal Highway Corridor and comply with the MU-1 zoning district requirements. A 25 foot rear building setback is provided for buildings adjacent to an abutting single- family residence to the east. These building setbacks have been provided for compatibility purposes,as this project represents a transition from the detached single-family residences to the east. Setbacks around the perimeter of the development are intended to accommodate privacy fencing, landscape buffers, as well as to provide some common area for the enjoyment of the respective residents. Height: All proposed buildings comply with the height requirements of the Land Development Regulations. The MU-1 zoning district requires a minimum building height of 30 feet and Page 601 of 993 Staff Report—Harbor Cay(MSPM 19-003) Memorandum No PZ 19-010 Page 5 allows buildings to reach a maximum height of 45 feet. The building elevations indicate the townhouse buildings would be three(3)stories in height,with a maximum building height of 35 feet measured from street level to the mean height of the highest pitched roof. Design: The proposed townhouse buildings have a coastal / contemporary design with neutral colors throughout. Accents on all buildings include the following: decorative columns, quoins, covered porches, Bahama shutters, cast stone window sills and pilasters; wood brackets, headers, and outriggers,stone veneer,decorative balcony railing, metal roof,and decorative garage doors. The project proposes buildings consisting of the following Sherwin Williams paints: Color code Paint Name Calor Location SW 7572 Lotus Pod Light Beige Columns, window trim SW 7551 Greek Villa Cream Body walls, balcony railing SW 6041 Otter Dark Brown Garage doors, shutters, corbels Golden Honey Light Beige Garage trim, side elevations W72 Terra Cotta Terra Cotta Metal Roof The applicant has worked with staff to reduce potential impacts (density, intensity, massing)of the development on the adjacent single-family residential development to the east and south. Horizontal and vertical articulation is maximized by varying roof lines. Similar to other recently approved townhouse projects, the rear elevations of buildings visible from Federal Highway are designed to appear as having similar windows and doors to appear more as front elevations. The rear of units in Buildings 1 and 2 are designed to allow residents to access and engage the main streets. Amenities: A variety of amenities for the residents and their guests are required, and are to be centrally located within the development. The recreational amenity area would include a community swimming pool, cabana with restrooms, a shaded BBQ area, and open space area. On the north side of the project between Buildings 2 and 3 is a 600 square foot community pool with a 229 square foot restroom/cabana and six(6)guest parking spaces, including one(1)handicap-accessible space. The one-story cabana building is designed to match the architecture and building materials of the townhouse buildings. The proposed community pool would abut open space to the north and have a decorative paver deck around it and planted areas. The five(5)foot safety fencing around the pool is consistent with the aluminum rail picket fencing proposed throughoutthe project. On the south side of the project south of Building 4 is a passive recreation area with a BBQ grill, four (4) benches, and trash receptacles. A mail kiosk with two (2)parking spaces and a covered bike rack are proposed on the east side of Building 5 near the park, and seven (7) additional guest parking spaces are proposed between Buildings 1 and 4. Landscape: The landscape plan provides a complimentary mix of trees and palms with right-of-way landscape strips, perimeter buffers, landscape islands in parking areas, and foundation plantings around the townhouse buildings. All trees would be the required minimum of four (4) caliper inches at time of planting, with the exception of perimeter trees located within FP&L easements. Trees and palms proposed around the foundation of the townhouse buildings would be installed at one-half the height of the building per the Land Development Regulations. All common areas would be under the control of the Page 602 of 993 Staff Report.®Harbor Cay(MSPM 19-003) Memorandum No PZ 19-010 Page 6 Condominium Association to ensure proper maintenance of all the common landscaped areas. A decorative aluminum rail fence is proposed along the north and south sides of the site due to easement locations. Where there are no utility easements along the east side of the site, abutting single-family zoned properties, a six(6)foot masonry buffer wall will be required (see Exhibit"C"—Conditions of Approval). Proposed plant material is limited by the landscape code to native and drought tolerant species with low to medium water needs(waterwise Florida-friendly plants). Tree species would include the following: Orange Geiger, White Geiger, Eagleston Holly, and Ylang- Ylang trees. Palm species would include the Sylvester, Alexander, Washington, Christmas, Florida Thatch, and Lady palms. A variety of colorful shrubs and groundcover are proposed including Dwarf Firebush, Red-tip Cocoplum, Curly Boy Red Croton, Purple Queen, and Indian Hawthorne. Project compatibility is judged on howwell the proposed development fits within the context of the neighborhood and abutting properties. Overhead wires are located above the entire west, north, and south property lines so the choice and quantity of landscape material is limited due to FP&L Right Tree/Right Place planting requirements. Orange Geiger and White Geiger trees were chosen because they are small-growing and would not conflict with the overhead FP&L power lines. The applicant is proposing a dense planting at an installed height of six (6) feet where the subject property abuts single-family residential zoning. The code limits the use of sod to larger open spaces for passive or active recreation purposes, as well as swales, water detention and retention areas, in an effort to reduce water consumption.There are sodded areas designated as passive recreation,and others as dog walk areas. The Comprehensive Plan requires the conservation of potable water and specifically that potable water not be used for landscape irrigation where other sources are readily available. However, it is likely that well water cannot be utilized for this particular project due to the saltwater intrusion that occurs near the coast,especially in areas east of Federal Highway. A water-use permit from the South Florida Water Management District is required for an irrigation system that utilizes water from a well or body of water as its source. A note on the landscape plan indicates that the irrigation source is to be potable water unless grey re-use water is available. An irrigation plan shall be required at the time of permitting. Lighting: The site plan shows the location of the light poles but the photometric plans were not included within this submittal. At the time of permitting, the photometric plan must demonstrate that lighting levels will be adequate and not "spill' over onto adjacent properties or interfere with mature landscaping (see Exhibit"C"—Conditions of Approval). Signage: No signage is shown or proposed at this time, other than the building numbers. Public The Art in Public Places ordinance requires all development, redevelopment, reconstruction, or remodeling that has a construction value of $250,000 or greater to participate in the program. A completed application was submitted forArt in Public Places, with no known art description at this time. The budget for the art component of the project is estimated to be 35,000.00 and the Applicant may elect to pay the public art fee in lieu of Page 603 of 993 Staff Report—Harbor Cay(MSP 19-003) Memorandum No PZ 19-010 Page 7 placing public art in the project. The proposed plans indicate a public art location designated on the north side of Lakeside Harbor Drive near guest parking. The type of art is subject to approval by the Arts Commission. RECOMMENDATION: Staff has reviewed this request for a major site plan modification approval and is recommending approval, contingent upon the approval of the requested land use amendment / rezoning (LUAR 19-003), and subject to satisfying all comments indicated in Exhibit "C" — Conditions of Approval. Any additional conditions recommended by the Board or City Commission shall be documented accordingly in the Conditions of Approval. 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February 4, 201 9 f ° City of'1:3oyntun Beach x I)evelopment Departn'tent Planning, & Zoning, Division 3301 Quantum Boulevard Boynion Beach. Florida -33425-03 10 Re: 1-larbor Cay L-ow nhornes— Parking I)emand Study MacKenzie Engineering, and Planning. Inc. (M1:;P) prepared this Parkin- Dernand Study for the proposed construction of 18 townhome Units. The site consists of'1.43) acres located at 605 Lakeside Ilarbor I)r-ive in Boynton Beach. Florida (PCN 08-43-45- 5-03-000.0022}. 4 INN 0B S/SCI X11 770AIS On Thursday. January 24 and Saturday. .ianuary 26, 2019 1`E11'.P collected parking data at three (3) similar tok"r7hott1e comn1unities: a XA`atersedge - 602 NLE', 20th Ln. Boynton Beach. FL.., 33435 -42 units Village of'Ocean Ridge - 5000 Old Ocean Blvd. Ocean Ridge. FL 33435 - 26 units a Polo Ridge - 3960 N Ocean Blvd ARY 7, Gulf Strearn. FL.. 33483 - 8 Units Weekday Parking Demand Name Dwelling Units Parked Vehicles Parking Retia Watersedg _ 42 63 1. Villas of ocean Ridge 26 - 24 6 g2 Polo Ridge* 6 19 233 ca1� 76 106 _. ... 1,39 Weekend Parking Demand Name Dwelling Units Parked Vehicles Parking Ratio Watersedge 42 66 1.57 Villas of Ocean Ridge 26 - 23 0,88 Polo Ridge* .. _3 '19 2.38 Total 76 '108 1 A2 Page 641 of 993 I rarhnr 'I ov nhomos.Tau%ntnn Reach.Parking Analcsis.Page 2 *Polo Ridge has attached closed garages. Therefore, the garages were considered full for the purpose Of counting vehicles to provide a conservative analysis. Only 3 of the potential guest/extra parking stalls were occupied. The average weekday and weekend parking,rates lortov,nhorne units is 1.39 and 1.42 parking spaces per unit. respectively. COMPA RLSON MEP performed a review the parking demand data published by the Institute of"transportation Engineers (ITEC) and the Urban l..,and Institute (111...1). Institute of Transportation Engineers ITE re,ort Pm'king Generation 4111 Edition The Parking Demand using data published in the Institute of'T'ransportation Engineers (1"11) report,Pw,king Generation (4"'Edition) for 18 townhome units is 1.38 parkhw, spaces per unit or 25 spaces. Urban Land Institute's QJLI Manual Shared Parking. Second Edition The parking demand using data published in the Urban Land Institute's (ULA) Manual Shctr•ed Parking, (2"'Edition! recommends 1.7 spaces per dwelling unit for resident parking and 0.1-, spaces per dwelling unit far guest parking. 'T'he parking,demand for 18 townhome units is 1.85 parking spaces per unit or 34 spaces. RECOMMENDA TION The average parking rate for townhome units is l.42 parking spaces per unit. Applying a ten percent buffer to the average parking demand is 29 spaces. Applying ULl's parking recommended parking. the site requires 34 spaces total and a minimum of•3 guest spaces. Using the most conservative observed parking scenario of'2.38 spaces per d�Nelling unit, the site requires 4 i parking; spaces, 36 garage spaces and 7 guest spaces. Based on our observations and because the parking for each home/garage will he private and not shared, we recommend the most conservative scenario. NNhich requires a minimum 36 garage spaces and 7 guest parking spaces. Page 642 of 993 r:;i"� •r'ux•. r'}.•aetnn;..4�F= f Iarhm Cad I ownhomes,Rocnton Rcach.Purring AnalYsis.Page CONCLUSION MacKenzie Engineering and Planning, Inc. (MCP) prepared this Parking Demand Study for the proposed construction of,18 townhome units. The site consists of 1.43 acres located at 605 I..,akeside Harbor Drive in Boynton Beach. Florida(PCN 08-43-45-15-03-000-0022), In accordance with the City of Boynton Beach LDR 4.V.3.C'. Shared Parking, MEI' recommends a conservative parking rate(:)1'2.38 spaces per dwelling unit. The parking demand is 43 spaces. The 2.38 spaces per dwelling unit is fig percent greater than the average observed parking rate and 29 and 72 percent higher than the 1JLI and ITE parking rates, respectively, resulting in a conservative analysis. Digitally signed by Shaun G MacKenzie Date: 2019.02.05 10:11 :19 -05'00' Shaun G. MacKenzie P.E. PF Number 61751 1173110(, Fehruaix•21119 c MacKenzie Fnlmccnug and Plarmm .Inc. Ca 2 00 13 Page 643 of 993 7 ry�Iyy 01111 lead Use Weekday weekend Unit Sourcevisitor rutzs3t r Ars., al • Jf3i, G t :�.-t'f' ,d.., ...u. ,... oZ7 #f.,$y t. .l..'•.` Slid We,i�i�r�I'fr'ri[ hh EE tt f��iPi^^'al1 f11L9R LO tt ®, tl.a 10'a �.t35�ea14P¢I[l�f t,�Elf i�5 '�Ft P'4 v � r! _ ..ae.. x, _. ZIP. .t„5 t1T 4"!t _ ,1.~r,�a a(},.�r t if,aar iif^.b+"a;fs r-:`i # a Office>500 u. S's.tt, HOW, StsulCes: Page 644 of 993 oe, Lricakflorc., Suburbaun; P�,i kid Number o'S t i Average Size of '.3t,,,jdv Site,a IfOAmvolkin imitj -'R Averaq eak oriod Pai kjrq Dc�mkarul 1 .. ......... s=an drafnTE71, .. ......... ......... Coefficient of V,,katjoni . . .......... A, 135th percentik" nq 33rd Percentilc', Owl c;,n a 600 A �p 500 .0 400 300 200 �A 100 I)OU "'OC) 4111"')o 500 01 100 Av,,,raqr,Rate, Page 645 of 993 d 4- o cr M00 ;;rc—j CWS N 0 M 8'0l f, v �y a °' N °' N i Tyfl I Q9 (11 UD no m N to S P`" ° 0 0 A N 80 01 P® 80 00 N l J W 'r' cn m m tw U) oo mIQ, O N si �t m dJ Q9 tw OD Ln 00 0.° m 01 CL -12 u CL7 M d1 t� dYC M QJ M > a) LL s' Qj ai b.0 .i S V) e s u 1 OJ N lC5 lP1 — :,— N l,O C,C9 LU m - d" N00 1'r w c OQ R CD i -Ile � � #� Q) 0i bo W CL as cc +� M ze LA Ln 4-J `. � 0 bD -00 U Q3 4-J Zn� o -�_ �; i 4-J a) LnC� L p 0 its ro 4- _ Page 647 of 993 dam- a 00 CP ri 0 t l rn N MY r ¢ } k „r r4dJ cN rmy _ >{ '. i 9ht r-R ry mono,` Q—VfLO a tsA bA CD An 1�4191 CD i u � N Nb 0 C_ tw pry I =bD 'L') ppryry Ci 4Jr4ri C 6J Lu fm 0- CCL w 0 cc bb to c two is co all Q u u l� �100 cra ra I bD cu 00e CL tio on 0 ad u co 4+-J OJ 4— tv) co C 2 t� 41 � 04 V A Page 648 of 993 ;,i}d� fi tY�t -.i�r 9sc�� `�� t 7 t1` CN 00 [GC� C'40 N ® m N N 0) V m + r Q® r-A 00 m %g ' O F P9 0 0 ° >� 00 m lJ t m m wm m tio u, 00 m C7 N a--i -� 14 N r9 ,u m its m m ajtw cL � ca ht Ln u m rn a m 0) ®a kD14 LD N q 'D C: Mai co C. > a di o c U-) c Ln 0 rj 00 r-N N a) au i as to_ e u a) �s o � 4- T 0 0 r-� rA N m Page 649 of 993 The City ofBoynton Beach Exhibit "C" — CONDITIONS OF APPROVAL DEVELOPMENT]DEPARTMENT PLANNING&ZONING DIVISON Project Name: Harbor Cay 3301 Quantum Blvd. P.O. Box 310 File number: MSPM 19-003 Boynton Beach, Florida 33425-0310 Reference: Plans P&Z Date Stamp 02/12/19 TEL: 561-742-6260 ENGINEERING / UTILITIES/PUBLIC WORKS DEPARTMENT INCLUDE REJECT 1 This site will be required to store the 100 year 3-day storm event. Revise plans at time of permitting to comply with this condition. 2. It is anticipated that owners will attempt to park their vehicles outside their homes and obstruct the travel lanes. At time of permitting, submit the COA by-laws which state parking of residents and their guest shall be inside the garage or in a designated parking space. 3. Conceptual drainage information was provided for the City's review. The Engineering Division has found the conceptual information to be adequate and is recommending that the review of specific drainage solutions be deferred until time of permit review. All South Florida Water Management District permits and other drainage related permits must be submitted at time of building permit. 4. At time of permitting, cross-sections are required at each property line to determine the ability of the items to be built as located on the plan. 5. It appears there are some historical flows from the property to the south that shall be required to be addressed at time of permitting. 6. Residents shall be required in the COA by-laws to place the green trash bins on the sidewalk fronting the private road. 7. Water and sewer lines to be owned and operated by the City shall be included within 12 feet minimum utility easements in accordance with the 2010 LDR, Chapter 4, Article VIII, Section 3.13.4. The easements shall be dedicated via separate instrument to the City as stated in the Code of Ordinances, Section 26-33(e). 8. All utility easements and utility lines shall be shown on the site plan and landscape plans (as well as the Water and Sewer Plans) so that we may determine which appurtenances, trees or shrubbery may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future. The LDR, Chapter 7.5, and Article 1, Section 18.1 gives public utilities the authority to remove any trees that may interfere with utility services, either in utility easement or public rights-of-way. Page 650 of 993 The City of Boynton Beach Exhibit "C" — CONDITIONS OF APPROVAL DEVELOPMENT[DEPARTMENT PLANNING&ZONING DIVISON Project Name: Harbor Cay 3301 Quantum Blvd. P.O. Box 310 File number: MSPM 19-003 Boynton Beach,Florida 33425-0310 Reference: Plans P&Z Date Stamp 02/12/19 TEL: 561-742-6260 PLANNING DEPARTMENT INCLUDE REJECT 9. Approval of this project is contingent upon the approval of the accompanying requests for land use amendment and rezoning (LUAR 19-003). 10. An irrigation plan is required to be submitted and approved prior to the issuance of a permit for this project. 11. At time of permitting, submit a revised photometrics plan drawn to same scale as enlarged site plans (1" = 10') for legibility, and includes spot readings throughout the residential development, with no spot readings in excess of 5.9 footcandles for all site lighting including freestanding poles, all lighting fixtures on exterior of all buildings, and landscaping and signage uplighting. 12. At time of permitting, submit a revised photometrics plan that includes an elevation drawing of a typical freestanding outdoor lighting pole (indicating height from grade to top). The typical drawing of the freestanding outdoor lighting poles must include the color and material, and the light fixture specifications. 13. At time of permitting, submit a revised photometrics plan that includes photos and specifications for all wall mounted light fixtures proposed. 14. At time of permitting, submit a revised photometrics plan that includes all of the following notes: • The design, style, and illumination level shall be compatible with the building design (height) and shall consider safety, function, and aesthetic value. • A minimum average light level of one (1) foot candle shall be provided, with no more than 10% of the spot readings below foot candle. /2 one (1)foot candle and none below 1 • Lighting shall not be of an intensity that produces glare on adjacent property. • Feature lighting emphasizing plants, trees, barriers, entrances, and exits is encouraged. • Indicate light fixture will provide lighting in the warm white range. 15. In order to ensure proper maintenance of the buffer areas, staff recommends converting them from private property to "buffer tracts" that would be common area owned and maintained by the Condominium Association. 16. Where there are no utility easements along the east side of the site abutting single-family residential zoning, a six (6) foot masonry buffer wall shall be required and shall comply with the design standards of the LDR. 2 Page 651 of 993 The City ofBoynton Beach Exhibit "C" – CONDITIONS OF APPROVAL DEVELOPMENTDEPARTMENT PLANNING&ZONING DIVISON Project Name: Harbor Cay 3301 Quantum Blvd. P.O. Box 310 File number: MSPM 19-003 Boynton Beach, Florida 33425-0310 Reference: Plans P&Z Date Stamp 02/12/19 TEL: 561-742-6260 17. Two (2) parking spaces are required for each townhouse unit, and a 2- car garage is provided for each unit. To ensure sufficient parking remains, each garage shall be used only for parking, not storage or other purposes. The Harbor Cay Condominium Association shall incorporate this restriction into their bylaws. 18. No future modifications to patios, porches, or balconies (such as increase in size, enclosed, or screened) shall be allowed. This restriction should be included in the Condominium by-laws. 19. At time of permitting, ensure that the locations of all freestanding light poles are indicated on landscape plan and consistent with photometrics plan, and that they are not located too close to landscaping when it becomes mature. 20. At time of permitting, submit a copy of the recorded by-laws of the Condominium Association. 21. At time of permitting, submit a revised approval from PBC Traffic Engineering with the corrected number of dwelling units (18). FIRE DEPARTMENT INCLUDE REJECT No comments. POLICE DEPARTMENT INCLUDE REJECT Previous comments addressed at DART. .............. I — BUILDING DEPARTMENT INCLUDE REJECT Previous comments addressed at DART. CRA COMMENTS INCLUDE REJECT Previous comments addressed at DART. PLANNING AND DEVELOPMENT BOARD INCLUDE REJECT No additional conditions. CITY COMMISSION INCLUDE REJECT To be determined. 3 Page 652 of 993 The City ofBoynton Beach Exhibit "C" — CONDITIONS OF APPROVAL DEVELOPMENTDEPARTMENT PLANNING&ZONING DIVISON Project Name: Harbor Cay 3301 Quantum Blvd. P.O. Box 310 File number: MSPM 19-003 Boynton Beach,Florida 33425-0310 Reference: Plans P&Z Date Stamp 02/12/19 TEL: 561-742-6260 ADDITIONAL REPRESENTATION I COMMITMENTS INCLUDE REJECT The applicant or applicant's representatives made the following representations and commitments during the quasi-judicial and/or public hearings that now constitute binding obligations of the applicant. The obligations have the same weight as other conditions of approval. 22. The applicant has offered to re-pave the entire length of Lakeside Harbor Drive for the adjacent neighborhood. Page 653 of 993 DEVELOPMENT ORDER OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA PROJECT NAME: Harbor Cay Townhomes (MSPM 19-003) APPLICANT: Mr. Koba Koberidze, Managing Member, United Developers Group, LLC APPLICANT'S ADDRESS: 5301 N Federal Hwy, Suite 380-11, Boca Raton, FL 33487 DATES OF HEARING RATIFICATION BEFORE CITY COMMISSION: May 7, 2019 APPROVAL SOUGHT: Request for Major Site Plan modification approval to construct 18 three-story townhome dwelling units consisting of five (5) buildings, and related site improvements, in the MU-1 (Mixed Use 1) zoning district. LOCATION OF PROPERTY: 605 Lakeside Harbor Drive DRAWING(S): SEE EXHIBIT "B" ATTACHED HERETO. THIS MATTER was presented to the City Commission of the City of Boynton Beach, Florida on the date of hearing stated above. The City Commission having considered the approval sought by the applicant and heard testimony from the applicant, members of city administrative staff and the public finds as follows: 1. Application for the approval sought was made by the Applicant in a manner consistent with the requirements of the City's Land Development Regulations. 2. The Applicant _ HAS HAS NOT established by substantial competent evidence a basis for the approval requested. 3. The conditions for development requested by the Applicant, administrative staff, or suggested by the public and supported by substantial competent evidence are as set forth on Exhibit "C" with notation "Included." 4. The Applicant's request is hereby _ GRANTED subject to the conditions referenced in paragraph 3 above. DENIED 5. This Order shall take effect immediately upon issuance by the City Clerk. 6. All further development on the property shall be made in accordance with the terms and conditions of this order. 7. Other: DATED: City Clerk S:\Planning\SHARED\WP\PROJECTS\Harbor Cay\MSPM19-003\DO.doc Page 654 of 993 8.C. PUBLIC HEARING 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: PROPOSED ORDINANCE NO.19-004- SECOND READING -Approve Boynton Beach Mall Future Land Use Map Amendment from Development of Regional Impact (DRI) to Mixed Use Low(MXL). Applicant: City-initiated. (Tabled to April 16, 2019) PROPOSED ORDINANCE NO.19-005 - SECOND READING -Approve the Comprehensive Plan's Future Land Use Element text amendment to delete the Boynton Beach Mall DRI from the list of DRI- classified sites. Applicant: City-initiated. (Tabled to April 16, 2019) EXPLANATION OF REQUEST: The Boynton Beach Mall encompasses approximately 108 acres and currently has six owners. The four parcels that constitute the largest part of the area are owned by Washington Prime Group (Boynton Beach Mall LLC). Other property owners include Macy's Florida Stores, Regional Enterprises, Dillard's, Istar Florida 2015 Cinemas and Christ Fellowship Church. The Mall's main, single-story structure houses the anchor retail tenants of Macy's, Dillards, JCPenney and Sears as well as the Christ Fellowship Church. The other two buildings are the Cinemark Boynton Beach movie theater and Sears Auto Center. The proposed future land use amendment, changing the Mall's future land use classification from Development of Regional Impact (DRI) to Mixed Use Low (MXL), has been initiated by City staff in preparation for the site's future redevelopment. (Note that the pine preserve, a part of the original DRI, will retain its Recreational classification.) While the redevelopment will likely proceed in phases and involve site planning for each, the rezoning will be processed concurrently with a master plan for the entire site. There is at present no master plan application. The subject FLUM amendment is accompanied by the concurrently processed amendment to the Comprehensive Plan's Future Land Use Element (CPTA 19-001), which eliminates the Boynton Beach Mall DRI from the list of DRI-classified sites. Since the size of the property under consideration exceeds ten acres, both the proposed FLUM amendment and the concurrent text amendments to the Future Land Use Element are subject to the Expedited State Review Process per provisions of Chapter 163.3184(3) and (5), Florida Statutes. If the Commission approves the proposed amendments, they will be transmitted for review to the Florida Department of Economic Opportunity (DEO), the state land planning agency. The final adoption by the City Commission is tentatively planned for April 2019. There are several factors contributing to the need for the proposed amendment: Development order for Boynton Beach Mall DRI expired. The Future Land Use Element's definition of the DRI future land use for the Mall includes minimum and maximum intensity of retail/commercial development measured in square feet of gross leasable space as approved by the DRI development order. Since the subject development order expired, this definition no longer has actionable meaning and will be eliminated. Concurrently, the Mall would be assigned a new FLU of Mixed Use Low. Page 655 of 993 Enclosed mall as model for a shopping center is becoming obsolete. Closures of traditional enclosed malls in the U.S. have been reported for over a decade. Some of these malls are able to reinvent themselves to become "lifestyle shopping" mixed use projects or outlet centers, some are redeveloped as health or conference facilities, and some have accommodated nontraditional tenants such as churches and schools. The proposed Mixed Use Low FLU reclassification (and subsequent rezoning) will provide flexibility in both uses and design to allow the Mall to "reinvent" itself. The variety of options MXL offers is crucial to the successful redevelopment of the property and the continued success of the entire Congress Avenue commercial hub. The Mall's current zoning is not conducive for redevelopment The Mall's current zoning is C-3, Community Commercial, a conventional zoning district under the Local Retail Commercial (LRC)future land use. Neither provides appropriate framework for creativity and flexibility in design that the property needs to be successfully redeveloped. Mall redevelopment is included in City's strategic plans The City's Strategic Plan 2018-2022 lists the Mall's redevelopment as item#18 in the portfolio of strategic projects starting FY2018-2019. The document notes that the redevelopment of the Mall site will be part of a future planning effort embracing an area tentatively referred to as the Congress Avenue Corridor District. Lastly, the need for improvements/redevelopment of the Mall was also recognized by the City's 2016-2021 Economic Development Strategic Plan(Goal 4, Objective 4.2). The Planning and Development Board recommended approval of the subject requests on December 17, 2018. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? No significant impact on either programs or services FISCAL IMPACT: No impact at this time, but future redevelopment of the Mall will contribute to the City's tax base. ALTERNATIVES: None recommended STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: Mall redevelopment listed as item #18 in the portfolio of strategic projects starting FY1018-2019 (Strategic Plan 2018-2022). CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: N/A Page 656 of 993 Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Ordinance Ordinance approving Boynton Mail Land Use Amendment D Ordinance Ordrinance Removing Boynton Mail from DRI D Staff Report BB MALL LUAR 19-002 and CPTA 19-001 D Location Map EXHIBITAIL BB MALL Ownership D Location Map EXHIBITA2. BB MALLAerial D Location Map EXHIBIT B. BB MALL Current FLU D Amendment EXHIBIT C. BB MALL Proposed FLU D Location Map EXHIBIT D. BB MALL Current Zoning D Amendment EXHIBIT E. BB MALL FLU TextAmendment Page 657 of 993 1 ORDINANCE NO. 19- 2 3 AN ORDINANCE OF THE CITY OF BOYNTON BEACH,FLORIDA, 4 AMENDING ORDINANCE 89-38 BY AMENDING THE FUTURE 5 LAND USE ELEMENT OF THE COMPREHENSIVE PLAN FOR 6 PROPERTY COMMONLY KNOWN AS BOYNTON BEACH MALL 7 AND DESCRIBED HEREIN, OWNED BY WASHINGTON PRIME 8 GROUP, LLC. AND OTHERS, CHANGING THE LAND USE 9 DESIGNATION FROM DEVELOPMENT OF REGIONAL IMPACT 10 (DRI) TO: MIXED USE LOW (MXL); PROVIDING FOR 11 CONFLICTS, SEVERABILITY,AND AN EFFECTIVE DATE. 12 13 WHEREAS, the City Commission of the City of Boynton Beach, Florida has 14 adopted a City of Boynton Beach Comprehensive Plan and as part of said Plan a Future Land 15 Use Element pursuant to Ordinance No. 89-3 8 and in accordance with the Local Government 16 Comprehensive Planning Act; and 17 WHEREAS, the procedure for amendment of a Future Land Use Element of a 18 Comprehensive Plan as set forth in Chapter 163, Florida Statutes, has been followed; and 19 WHEREAS, after two (2) public hearings the City Commission acting in its dual 20 capacity as Local Planning Agency and City Commission finds that the amendment 21 hereinafter set forth is consistent with the City's adopted Comprehensive Plan and deems it 22 in the best interest of the inhabitants of said City to amend the Future Land Use Element 23 (designation) of the Comprehensive Plan as hereinafter provided. 24 NOW, THEREFORE,BE IT ORDAINED BY THE CITY COMMISSION OF THE 25 CITY OF BOYNTON BEACH, FLORIDA, THAT: 26 Section 1: The foregoing WHEREAS clauses are true and correct and incorporated 27 herein by this reference. 28 Section 2: Ordinance No. 89-38 of the City is hereby amended to reflect that the 29 Future Land Use of the following described land: 30 PARCEL A 31 A TRACT OF LAND LOCATED IN SECTION 19, TOWNSHIP 45 SOUTH, RANGE 43 EAST, 32 COUNTY OF PALM BEACH, FLORIDA,AND FURTHER DESCRIBED AS FOLLOWS: C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\C88EDD34-D2C9-4C59-BD22-20D7AFBCF6CA\Boynton Beach.145 5 4.1.Boynton_Beach_Mall_LUA_-_Ordinance.Docx Page 658 of 993 33 BEGINNING AT THE SOUTHEAST CORNER OF SECTION 19, TOWNSHIP 45 SOUTH, RANGE 34 43 EAST; THENCE N.0° 59'39"W. ALONG THE EAST LINE OF SECTION 19,A DISTANCE OF 35 1898.10 FEET TO A POINT; THENCE S.89° 00'21"W.,A DISTANCE OF 60.00 FEET TO THE 36 PRINCIPAL POINT AND PLACE OF BEGINNING OF THE FOLLOWING DESCRIPTION: 37 THENCE S.88005'26"W., A DISTANCE OF 846.73 FEET TO A POINT; THENCE S.43032'54"W., A 38 DISTANCE OF 57.02 FEET TO A POINT;THENCE S.0°59'39"E.,A DISTANCE OF 258.27 FEET TO 39 A POINT; THENCE S.160 46'44.2"E., A DISTANCE OF 199.60 FEET TO A POINT; THENCE 40 S.0059'39"E., A DISTANCE OF 102.20 FEET TO A POINT; THENCE S.44046'34"E., A DISTANCE 41 OF 14.45 FEET TO A POINT ON THE NORTHERLY LINE OF BOYNTON WEST ROAD 42 (FORMERLY OLD BOYNTON ROAD); THENCE N.89°46'34"W., ALONG SAID NORTHERLY 43 LINE, A DISTANCE OF 101.03 FEET TO A POINT; THENCE N.0059'39"W., A DISTANCE OF 44 146.55 FEET TO A POINT; THENCE N.45° 00'00"W.,A DISTANCE OF 214.15 FEET TO A POINT; 45 THENCE N.45000'00"E., A DISTANCE OF 130.95 FEET TO A POINT; THENCE N.45000'00"W., A 46 DISTANCE OF 383.00 FEET TO A POINT; THENCE S.45000'00"W., A DISTANCE OF 59.00 FEET 47 TO A POINT; THENCE DUE WEST, A DISTANCE OF 597.51 FEET TO A POINT; THENCE S.450 48 00'00"W.,A DISTANCE OF 120.50 FEET TO A POINT; THENCE N.45000'00"W.,A DISTANCE OF 49 31.50 FEET TO A POINT; THENCE S.45000'00"W., A DISTANCE OF 341.59 FEET TO A POINT; 50 THENCE 14.58 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 256.00 FEET 51 AND A CHORD OF 14.57 FEET, BEARING S.43022'07.2"E. TO A POINT; THENCE S.45000'00"E., 52 A DISTANCE OF 212.13 FEET TO A POINT; THENCE 25.00 FEET ALONG A CURVE TO THE 53 LEFT, HAVING A RADIUS OF 331.00 FEET AND A CHORD OF 24.99 FEET, BEARING 54 S.47009'49.5"E. TO A POINT; THENCE S.45000'00"W.,A DISTANCE OF 80.00 FEET TO A POINT; 55 THENCE S.00°13'26"W.,A DISTANCE OF 76.34 FEET TO A POINT ON THE NORTHERLY LINE 56 OF BOYNTON WEST ROAD (FORMERLY OLD BOYNTON ROAD); THENCE N.89046'34"W., 57 ALONG SAID NORTHERLY LINE, A DISTANCE OF 384.27 FEET TO THE POINT OF 58 INTERSECTION WITH THE EASTERLY LINE OF JAVERT STREET; THENCE N.0°51'51"W., 59 ALONG SAID EASTERLY LINE, A DISTANCE OF 1228.05 FEET TO A POINT; THENCE 60 S.87058'21"W., A DISTANCE OF 20.01 FEET TOA POINT; THENCE N.0051'51"W., A DISTANCE 61 OF 85.00 FEET TOA POINT; THENCE N.87058'21"E.,A DISTANCE OF 20.01 FEET TOA POINT; 62 THENCE N.0051'51"W., A DISTANCE OF 1191.23 FEET TO A POINT; THENCE N.88005'26"E., A 63 DISTANCE OF 2171.99 FEET TO A POINT; THENCE S.0059'39"E.,A DISTANCE OF 472.86 FEET 64 TO A POINT; THENCE N.88005'26"E., A DISTANCE OF 328.87 FEET TO A POINT ON THE 65 WESTERLY LINE OF CONGRESS AVENUE; THENCE S.0059'39"E., ALONG SAID WESTERLY 66 LINE, A DISTANCE OF 130.01 FEET TO A POINT; THENCE N.460 27'06"W., A DISTANCE OF 67 56.11 FEET TO A POINT; THENCE S.88005'26"W., A DISTANCE OF 430.00 FEET TO A POINT; 68 THENCE S.0059'39"E., A DISTANCE OF 609.99 FEET TO A POINT; THENCE N.88005'26"E., A 69 DISTANCE OF 430.00 FEET TO A POINT; THENCE N.43032'54"E., A DISTANCE OF 57.02 FEET 70 TO A POINT ON THE WESTERLY LINE OF CONGRESS AVENUE; THENCE S.0059'39"E., 71 ALONG SAID WESTERLY LINE, A DISTANCE OF 170.01 FEET TO A POINT; THENCE 72 N.46027'06"W.,A DISTANCE OF 56.11 FEET TO A POINT; THENCE S.88005'26"W.,A DISTANCE 73 OF 608.00 FEET TO A POINT; THENCE S.0059'39"E.,A DISTANCE OF 230.00 FEET TO A POINT; 74 THENCE N.880 05'26"E., A DISTANCE OF 340.00 FEET TO A POINT; THENCE S.0059'39"E., A 75 DISTANCE OF 150.00 FEET TO A POINT;THENCE S.88005'26"W.,A DISTANCE OF 340.00 FEET 76 TO A POINT; THENCE S.0059'39"E., A DISTANCE OF 229.99 FEET TO A POINT; THENCE 77 N.88005'26"E.,A DISTANCE OF 608.00 FEET TO A POINT;THENCE N.430 32'54"E.,A DISTANCE 78 OF 57.02 FEET TO A POINT ON THE WESTERLY LINE OF CONGRESS AVENUE; THENCE S.00 79 59'390"E., ALONG SAID WESTERLY LINE, A DISTANCE OF 130.01 FEET TO THE PRINCIPAL 80 POINT AND PLACE OF BEGINNING,TOGETHER WITH THE FOLLOWING FIVE(5)PARCELS: 81 82 1. (DILLARDS SITE): 83 A TRACT OF LAND LOCATED IN SECTION 19, TOWNSHIP 45 SOUTH, RANGE 43 EAST, 84 COUNTY OF PALM BEACH, FLORIDA AND FURTHER DESCRIBED AS FOLLOWS: 85 BEGINNING AT THE SOUTHEAST CORNER OF SECTION 19, TOWNSHIP 45 SOUTH, RANGE 86 43 EAST; THENCE N.00 59'39"W.,ALONG THE EAST LINE OF SAID SECTION 19,A C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\C88EDD34-D2C9-4C59-BD22-20D7AFBCF6CA\Boynton Beach.145 5 4.1.Boynton_Beach_Mall_LUA_-_Ordinance.Docx Page 659 of 993 87 DISTANCE OF 1262.20 FEET TO A POINT; THENCE N.89°46'34"W.,A DISTANCE OF 60.01 88 FEET TO THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF CONGRESS 89 AVENUE WITH THE NORTHERLY RIGHT OF WAY OF BOYNTON WEST ROAD (FORMERLY 90 OLD BOYNTON ROAD); THENCE N.89°46'34"W.,ALONG THE SAID NORTHERLY RIGHT OF 91 WAY LINE OF BOYNTON WEST ROAD,A DISTANCE OF 2175.25 FEET TO A POINT; 92 THENCE 164.62 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE BEING THE 93 CENTERLINE OF MALL ENTRANCE "A",HAVING A RADIUS OF 210.65 FEET,AND A 94 CHORD OF 160.46 FEET, BEARING N.22-36'43"E., TO A POINT, SAID POINT BEING THE 95 INTERSECTION OF THE CENTERLINE OF ENTRANCE "A" AND THE CENTERLINE OF THE 96 MALL PERIPHERAL ROAD; THENCE N.45°00'00"W.,ALONG SAID CENTERLINE OF THE 97 MALL PERIPHERAL ROAD,A DISTANCE OF 185.86 FEET TO A POINT; THENCE 98 CONTINUING ALONG SAID PERIPHERAL ROAD CENTERLINE, 214.15 FEET ALONG A 99 CURVE TO THE RIGHT,HAVING A RADIUS OF 278.00 FEET AND A CHORD OF 208.89 FEET, 100 BEARING N.22055'56"W. TO A POINT; THENCE CONTINUING ALONG SAID PERIPHERAL 101 ROAD CENTERLINE,N.0051'51"W.,A DISTANCE OF 562.94 FEET TO A POINT; THENCE 102 N.89008'09"E.,A DISTANCE OF 17.50 FEET TO THE PRINCIPAL POINT AND PLACE OF 103 BEGINNING OF THE FOLLOWING DESCRIPTION: 104 105 THENCE DUE EAST,A DISTANCE OF 453.76 FEET TO A POINT; THENCE DUE SOUTH,A 106 DISTANCE OF 52.50 FEET TO A POINT; THENCE DUE EAST, A DISTANCE OF 102.74 FEET 107 TO A POINT; THENCE DUE SOUTH,A DISTANCE OF 272.00 FEET TO A POINT; THENCE 108 DUE WEST,A DISTANCE OF 82.84 FEET TO A POINT; THENCE S.45000'00"W.,A DISTANCE 109 OF 206.53 FEET TO A POINT; THENCE N.45000'00"W.,A DISTANCE OF 30.50 FEET TO A 110 POINT; THENCE S.45000'00"W.,A DISTANCE OF 356.00 FEET TO A POINT; THENCE 151.99 111 FEET ALONG A CURVE TO THE RIGHT,HAVING A RADIUS OF 256.00 FEET AND A CHORD 112 OF 149.68 FEET, BEARING N.17°51'43.4"W. TO A POINT; THENCE N.0°51'51"W.,A DISTANCE 113 OF 558.30 FEET TO THE PRINCIPAL POINT AND PLACE OF BEGINNING AND CONTAINING 114 6.12 ACRES OF LAND, MORE OR LESS, TOGETHER WITH. 115 116 2. (CHRIST FELLOWSHIP CHURCH): 117 A PARCEL OF LAND LYING IN SECTION 19, TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM 118 BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 119 120 COMMENCING AT THE CENTER OF SAID SECTION 19; THENCE N.87058'21"E.,A DISTANCE 121 OF 20.000 FEET TO A POINT; THENCE N.0051'51"W.,A DISTANCE OF 35.00 FEET TO A 122 POINT; THENCE N.87°58'21"E.,A DISTANCE OF 20.01 FEET TO A POINT; THENCE 123 N.0°51'51"W.,A DISTANCE OF 78.33 FEET TO A POINT; THENCE N.890 08'09"E.,A DISTANCE 124 OF 168.29 FEET TO THE PRINCIPAL POINT AND PLACE OF BEGINNING OF THE 125 FOLLOWING DESCRIPTION: 126 THENCE N.25014'17"E.,A DISTANCE OF 254.35 FEET TO A POINT; THENCE N.0053'26"W.,A 127 DISTANCE OF 357.40 FEET TO A POINT; THENCE 32013'52"E.,A DISTANCE OF 12.14 FEET 128 TO A POINT; THENCE DUE EAST,A DISTANCE OF 141.50 FEET TO A POINT; THENCE DUE 129 NORTH,A DISTANCE OF 33.37 FEET TO A POINT; THENCE DUE EAST,A DISTANCE OF 130 257.34 FEET TO A POINT; THENCE DUE SOUTH,A DISTANCE OF 194.18 FEET TO A POINT; 131 THENCE DUE EAST,A DISTANCE OF 80.00 FEET TO A POINT; THENCE S.0000'30"W.,A 132 DISTANCE OF 275.55 FEET TO A POINT; THENCE N.89058'24"W.,A DISTANCE OF 123.07 133 FEET TO A POINT; THENCE S.00 01'36"W.,A DISTANCE OF 201.00 FEET TO A POINT; 134 THENCE DUE WEST,A DISTANCE OF 177.03 FEET TO A POINT; THENCE DUE SOUTH,A 135 DISTANCE OF 62.83 FEET TO A POINT; THENCE DUE WEST,A DISTANCE OF 265.55 FEET 136 TO A POINT; THENCE N.23058'07"W.,A DISTANCE OF 55.20 FEET TO A POINT; THENCE 137 DUE NORTH,A DISTANCE OF 52.00 FEET TO THE PRINCIPAL POINT AND THE PLACE OF 138 BEGINNING AND CONTAINING 7.16 ACRES OF LAND, MORE OR LESS, TOGETHER WITH. 139 140 3. (THEATER SITE): C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\C88EDD34-D2C9-4C59-BD22-20D7AFBCF6CA\Boynton Beach.145 5 4.1.Boynton_Beach_Mall_LUA_-_Ordinance.Docx Page 660 of 993 141 A TRACT OF LAND LOCATED IN SECTION 19, TOWNSHIP 45 SOUTH, RANGE 43 EAST, 142 COUNTY OF PALM BEACH, FLORIDA AND FURTHER DESCRIBED AS FOLLOWS: 143 COMMENCE AT THE SOUTHEAST CORNER OF SECTION 19, TOWNSHIP 45 SOUTH, RANGE 144 43 EAST;THENCE N.00°59'39"W.ALONG THE EAST LINE OF SAID SECTION 19,A DISTANCE 145 OF 2643.10 FEET TO A POINT;THENCE S.89°00'21"W.,A DISTANCE OF 60.00 FEET TO A POINT 146 ON THE WESTERLY RIGHT-OF-WAY LINE OF CONGRESS AVENUE; THENCE S.88°05'26"W. 147 ALONG THE CENTERLINE OF MALL ENTRANCE ROAD "D",A DISTANCE OF 850.00 FEET TO 148 A POINT, SAID POINT BEING THE INTERSECTION OF THE CENTERLINE OF MALL 149 ENTRANCE ROAD "D" AND THE CENTERLINE OF THE MALL PERIPHERAL ROAD; THENCE 150 S.00059'39"E., ALONG THE SAID CENTERLINE OF THE MALL PERIPHERAL ROAD, A 151 DISTANCE OF 189.01 FEET TO A POINT; THENCE S.89°00'21"W.,A DISTANCE OF 22.00 FEET; 152 THENCE N.0059'39"W.,A DISTANCE OF 828.34 FEET TO THE POINT OF BEGINNING;THENCE 153 S.00 59'39"E., A DISTANCE OF 448.19 FEET TO THE POINT OF A CURVE CONCAVE TO THE 154 NORTHWEST AND HAVING A RADIUS OF 25.00 FEET AND A CHORD DISTANCE OF 35.66 155 FEET BEARING OF S.44°30'10"W.; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF 156 SAID CURVE THROUGH A CENTRAL ANGLE OF 90°59'38" FOR A DISTANCE OF 39.70 FEET; 157 THENCE DUE WEST, A DISTANCE OF 215.64 FEET TO THE POINT OF CURVATURE OF A 158 CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 25.00 FEET AND 159 CHORD DISTANCE OF 35.36 FEET BEARING N.450 00'00"W., THENCE RUN 160 NORTHWESTERLY ALONG THE ARC OF SAID CIRCULAR CURVE THROUGH A CENTRAL 161 ANGLE OF 90000'00" FOR A DISTANCE OF 39.27 FEET; THENCE DUE NORTH, A DISTANCE 162 OF 172.39 FEET; THENCE DUE WEST, A DISTANCE OF 3 0.10 FEET; THENCE DUE NORTH, A 163 DISTANCE OF 109.10 FEET; THENCE DUE EAST 30.10 FEET; THENCE DUE NORTH, A 164 DISTANCE OF 180.71 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE 165 SOUTHEAST AND HAVING A RADIUS OF 20.00 FEET AND A CHORD DISTANCE OF 15.39 166 FEET BEARING N.220 38'04"E., THENCE NORTHEASTERLY, ALONG THE ARC OF SAID 167 CURVE THROUGH A CENTRAL ANGLE OF 45016'09" FOR A DISTANCE OF 15.80 FEET' 168 THENCE N.45°16'09"E., A DISTANCE OF 4.62 FEET TO THE POINT OF CURVATURE OF A 169 CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 18.00 FEET AND A 170 CHORD DISTANCE OF 24.03 FEET BEARING N.87008'14"E.; THENCE RUN ALONG THE ARC 171 OF SAID CIRCULAR CURVE THROUGH A CENTRAL ANGLE OF 83044'10" FOR A DISTANCE 172 OF 26.31 FEET TO THE POINT OF REVERSE CURVE OF A CURVE CONCAVE TO THE 173 NORTHEAST AND HAVING A RADIUS OF 39.15 FEET AND A CHORD DISTANCE OF 26.14 174 FEET BEARING S.700 29'50"E.;THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A 175 CENTRAL ANGLE OF 39000'19" FOR A DISTANCE OF 26.65 FEET; THENCE S.89059'59"E., A 176 DISTANCE OF 198.62 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE TO THE 177 SOUTHWEST AND HAVING A RADIUS OF 281.00 FEET AND A CHORD DISTANCE OF 23.62 178 FEET BEARING S.3024'10"E.; THENCE RUN ALONG THE ARC OF SAID CIRCULAR CURVE 179 THROUGH A CENTRAL ANGLE OF 40 49'02" FOR A DISTANCE OF 23.63 FEET TO THE POINT 180 OF BEGINNING. CONTAINING 3.065 ACRES MORE OF LESS, TOGETHER WITH. 181 182 4. (PARCEL B): 183 NON-EXCLUSIVE EASEMENTS FOR THE BENEFIT OF PARCEL A ABOVE,CREATED BY AND 184 MORE PARTICULARLY DESCRIBED IN THE EASEMENT AND OPERATING AGREEMENT BY 185 AND AMONG FEDERATED DEPARTMENT STORES, INC, ASSOCIATED DRY GOODS 186 CORPORATION, MACY'S NEW YORK, INC. AND BOYNTON-JCP ASSOCIATES, LTD., 187 RECORDED IN OFFICIAL RECORDS BOOK 4379, PAGE 334; AS ASSIGNED BY MACY'S NEW 188 YORK, INC. TO MACY'S ATLANTA, INC. BY THE ASSIGNMENT AND ASSUMPTION 189 AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 5875, PAGE 752; AS ASSIGNED BY 190 ASSOCIATED DRY GOODS CORPORATION TO MERVYN'S BY THE ASSIGNMENT AND 191 ASSUMPTION AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 6719, PAGE 867; AS 192 MODIFIED BY THE FIRST AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 8852, 193 PAGE 1598;AS ASSIGNED BY MERVYN'S TO DILLARD DEPARTMENT STORES,INC. BY THE 194 ASSIGNMENT AND ASSUMPTION AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\C88EDD34-D2C9-4C59-BD22-20D7AFBCF6CA\Boynton Beach.145 5 4.1.Boynton_Beach_Mall_LUA_-_Ordinance.Docx Page 661 of 993 195 9751,PAGE 1807;AS ASSIGNED BY MACY'S PRIMARY REAL ESTATE,INC.TO MACY'S EAST, 196 INC., BY THE ASSIGNMENT AND ASSUMPTION AGREEMENT RECORDED IN OFFICIAL 197 RECORDS BOOK 11259, PAGE 1885; AS MODIFIED BY THE SECOND AMENDMENT 198 RECORDED IN OFFICIAL RECORDS BOOK 13121,PAGE 1747;AND AS ASSIGNED BY MACY'S 199 EAST,INC. TO BOYNTON-JCP ASSOCIATES,LTD. BY THE ASSIGNMENT AND ASSUMPTION 200 OF REA RECORDED IN OFFICIAL RECORDS BOOK 18077, PAGE 1413, ALL OF THE PUBLIC 201 RECORDS OF PALM BEACH COUNTY, FLORIDA, TOGETHER WITH. 202 203 5. (MACY'S SITE): 204 A TRACT OF LAND LOCATED IN SECTION 19, TOWNSHIP 45 SOUTH, RANGE 43 EAST, 205 COUNTY OF PALM BEACH, FLORIDA,AND FURTHER DESCRIBED AS FOLLOWS: 206 BEGINNING AT THE SOUTHEAST CORNER OF SECTION 19, TOWNSHIP 45 SOUTH, RANGE 207 43 EAST;THENCE N.00°59'39"W.,ALONG THE EAST LINE OF SAID SECTION 19,A DISTANCE 208 OF 1,262.20 FEET TO A POINT; THENCE N.89°46'34"W., A DISTANCE OF 60.01 FEET TO THE 209 INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF CONGRESS AVENUE WITH 210 THE NORTHERLY RIGHT OF WAY LINE OF BOYNTON WEST ROAD (FORMERLY OLD 211 BOYNTON ROAD); THENCE N.89°46'34"W.,ALONG THE SAID NORTHERLY RIGHT OF WAY 212 LINE OF BOYNTON WEST ROAD, A DISTANCE OF 923.56 FEET TO THE PRINCIPAL POINT 213 AND PLACE OF BEGINNING OF THE FOLLOWING DESCRIPTION: 214 THENCE CONTINUING N.89°46'34"W.,ALONG THE SAID NORTHERLY RIGHT OF WAY LINE 215 OF BOYNTON WEST ROAD, A DISTANCE OF 1,198.98 FEET TO A POINT; THENCE 216 N.000 13'26"E.,A DISTANCE OF 76.34 FEET TO A POINT; THENCE N.45000'00"E.,A DISTANCE 217 OF 80.00 FEET TO A POINT; THENCE 25.00 FEET ALONG A CURVE TO THE RIGHT, HAVING 218 A RADIUS OF 331.00 FEET AND A CHORD OF 24.99 FEET BEARING N.47009'49.5"W., TO A 219 POINT; THENCE N.45000'00"W., A DISTANCE OF 212.13 FEET TO A POINT; THENCE 14.58 220 FEET HAVING A CURVE TO THE RIGHT,HAVING A RADIUS OF 256.00 FEET AND A CHORD 221 OF 14.57 FEET BEARING N.43022'07.2"W., TO A POINT; THENCE N.45000'00"E., A DISTANCE 222 OF 341.59 FEET TO A POINT;THENCE S.45000'00"E.,A DISTANCE OF 31.50 FEET TO A POINT; 223 THENCE N.45000'00"E., A DISTANCE OF 120.50 FEET TO A POINT; THENCE DUE EAST, A 224 DISTANCE OF 597.51 FEET TO A POINT; THENCE N.45000'00"E., A DISTANCE OF 59.00 FEET 225 TO A POINT; THENCE S.45000'00"E., A DISTANCE OF 383.00 FEET TO A POINT; THENCE 226 S.45000'00"W.,A DISTANCE OF 130.95 FEET TO A POINT;THENCE S.45000'00"E.,A DISTANCE 227 OF 214.15 FEET TO A POINT; THENCE S.0059'39"E., A DISTANCE OF 146.55 FEET TO THE 228 PRINCIPAL PLACE OF BEGINNING AND CONTAINING 15.41 ACRES OF LAND, MORE OR 229 LESS. 230 231 LESS AND EXCEPT: 232 A TRACT OF LAND LOCATED IN SECTION 19, TOWNSHIP 45 SOUTH, RANGE 43 EAST, 233 COUNTY OF PALM BEACH, FLORIDA,AND FURTHER DESCRIBED AS FOLLOWS: 234 COMMENCING AT THE CENTER OF SAID SECTION 19; THENCE N.87058'21"E., ALONG 235 THE EAST-WEST QUARTER SECTION LINE OF SAID SECTION 19, A DISTANCE OF 20.00 236 FEET; THENCE N.0°51'51"W., ALONG A LINE 20.00 FEET EAST OF AND PARALLEL TO 237 THE WEST LINE OF THE NORTHEAST QUARTER (N.E.1/4) OF SAID SECTION 19, A 238 DISTANCE OF 35.00 FEET; THENCE N.87058'21"E., A DISTANCE OF 20.01 FEET TO THE 239 PRINCIPAL POINT OF BEGINNING; THENCE CONTINUE N.87058'21"E., A DISTANCE OF 240 35.64 FEET; THENCE N.25014'17"E., A DISTANCE OF 362.64 FEET; THENCE N.0053'26"W., 241 A DISTANCE OF 362.94 FEET; THENCE N.32013'52"E., A DISTANCE OF 315.12 FEET; 242 THENCE N.0001'27"E., A DISTANCE OF 244.69 FEET TO A POINT ON THE SOUTH RIGHT 243 OF WAY LINE OF THE BOYNTON CANAL; THENCE S.88005'26"W., ALONG SAID SOUTH 244 RIGHT OF WAY LINE, A DISTANCE OF 370.95 FEET TO A POINT ON A LINE 40.00 FEET 245 EAST OF AND PARALLEL TO THE WEST LINE OF THE NORTHEAST QUARTER(N.E.1/4) 246 OF SAID SECTION 19; THENCE S.0°51'51"E.,ALONG SAID PARALLEL LINE,A DISTANCE 247 OF 1191.23 FEET TO THE PRINCIPAL POINT OF BEGINNING AND CONTAINING 6.24 248 ACRES OF LAND MORE OR LESS. C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\C88EDD34-D2C9-4C59-BD22-20D7AFBCF6CA\Boynton Beach.145 5 4.1.Boynton_Beach_Mall_LUA_-_Ordinance.Docx Page 662 of 993 249 250 is amended from Development of Regional Impact(DRI)to: MIXED USE LOW (MXL). 251 Section 3: This Ordinance shall take effect on adoption, subject to the review, challenge, 252 or appeal provisions provided by the Florida Local Government Comprehensive Planning and 253 Land Development Regulation Act. No party shall be vested of any right by virtue of the 254 adoption of this Ordinance until all statutory required review is complete and all legal challenges, 255 including appeals, are exhausted. In the event that the effective date is established by state law 256 or special act, the provisions of state act shall control. 257 FIRST READING this day of , 2019. 258 SECOND, FINAL READING and PASSAGE this day of , 2019. 259 CITY OF BOYNTON BEACH, FLORIDA 260 YES NO 261 262 263 Mayor— Steven B. Grant 264 265 Vice Mayor— Christina L. Romelus 266 267 Commissioner—Mack McCray 268 269 Commissioner—Justin Katz 270 271 Commissioner—Aimee Kelley 272 273 VOTE 274 ATTEST: 275 276 277 Judith A. Pyle, CMC 278 City Clerk 279 280 (Corporate Seal) 281 C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\C88EDD34-D2C9-4C59-BD22-20D7AFBCF6CA\Boynton Beach.145 5 4.1.Boynton_Beach_Mall_LUA_-_Ordinance.Docx Page 663 of 993 I ORDINANCE NO. 19 - 2 3 AN ORDINANCE OF THE CITY OF BOYNTON BEACH, 4 FLORIDA APPROVING AN AMENDMENT TO POLICY 5 1.3.1 b "DEVELOPMENT OF REGIONAL IMPACT 6 (DRI)" OF THE FUTURE LAND USE ELEMENT OF 7 THE COMPREHENSIVE PLAN TO DELETE THE 8 BOYNTON BEACH MALL DRI FROM THE LIST OF 9 DRI-CLASSIFIED SITES; PROVIDING FOR 10 CONFLICTS, SEVERABILITY, AND AN EFFECTIVE 11 DATE. 12 13 WHEREAS, the City Commission of the City of Boynton Beach, Florida 14 ("City") has adopted a Comprehensive Plan, and as part of said plan, adopted Policy 15 1.3.1, pursuant to Ordinance 89-38 in accordance with the Local Government 16 Comprehensive Planning Act; and 17 WHEREAS, the proposed future land use amendment, changing the Mall's 18 future land use classification from Development of Regional Impact (DRI) to Mixed 19 Use Low (MXL), has been initiated by City staff in preparation for the site's future 20 redevelopment and requires an amendment to the above reference policies of the 21 Future Land Use Element of the Comprehensive Plan removing the Boynton Beach 22 Mall DRI from the list of DRI-classified sites; and 23 WHEREAS, after public hearing, the City Commission deems it to be in the 24 best interest of the inhabitants of the City to amend the text of the City's 25 Comprehensive Plan by amending Policy 1.3.lb as provided herein; and 26 WHEREAS, the City Commission finds that the adoptions of these 27 Comprehensive Plan Amendments are in the best interest of the health, safety and 28 welfare of the citizens and residents of the City of Boynton Beach. 29 NOW THEREFORE,BE IT ORDAINED BY THE CITY COMMISSION 30 OF THE CITY OF BOYNTON BEACH, FLORIDA, THAT: 31 Section 1. The foregoing Whereas clauses are true and correct and are now 32 ratified and confirmed by the City Commission. 33 Section 2. That the Comprehensive Plan, Policy 1.3.1(b), is hereby 34 amended by adding the words and figures in underlined type and by deleting the words 35 and figures in struck-through type, as follows: C:AProgram Files(x86)\neevia.com\docConverterPro\temp\NVDC\B9D5D9FD-E313-4C6A-BD51- 3E 194F08A930\Boynton Beach.14555.I.Text_Amendment_1.3.1_b_remove_Boynton_Beach_Mall_DRI_-_Ordinance.docx 1 Page 664 of 993 I Policy 1.3.1 b Development of Regional Impact(DRI) 2 3 ... 4 5 Consistent with the Renaissance Commons DRI Development Order, 6 the approved land uses and intensities shall be as follow: 7 Land Use Minimum-Maximum Intensity High density Residential 1,085 du to 2,016 du Office Commercial 173,460 sf to 322,140 sf Local Retail/General Commercial 149,100 sf to 276,900 sf 8 Traffic generation for the Renaissance Commons DRI shall not exceed 9 1,634 p.m. peak hour trips (For compliance with Article 12, Traffic 10 Performance Standards of the Palm Beach County Unified Land 11 Development Code). 12 13 , 14 , 15 , is a 16 sifigle use retail mail. 17 18 , 19 . 20 Land rl Use Minimum Maximum inte*sity 21 *(;FE)ss Leasable A,,e 22 23 24 , 25 26 . 27 28 3. The Quantum Park (fka Boynton Beach Park of Commerce) 29 Development of Regional Impact(DRI) approved by City of Boynton 30 Beach Ordinance 84-51, and most recently amended by Ordinance 12- 31 001, is a mixed use project containing industrial, office, commercial, 32 residential and governmental/institutional uses. 33 34 Consistent with the Quantum Park DRI Development Order, the 35 approved land uses and intensities shall be as follows: 36 ... 37 CAAProgram Files(x86)\neevia.com\docConverterPro\temp\NVDC\B9D5D9FD-E313-4C6A-BD51- 3E 194F08A930\Boynton Beach.14555.LText—Amendment—1.3.1—b—remove Boynton—Beach—Mall—DRI---Ordinance.docx 2 Page 665 of 993 I Section 4. All laws and ordinances applying to the City of Boynton Beach 2 in conflict with any provisions of this Ordinance are hereby repealed. 3 4 Section 5. Should any section or provision of this Ordinance or any 5 portion thereof be declared by a court of competent jurisdiction to be invalid, such 6 decision shall not affect the remainder of this Ordinance. 7 8 Section 6. The effective date of this plan amendment shall be: The date a 9 final order is issued by the Department of Community Affairs finding the amendment 10 to be in compliance in accordance with Chapter 163.3184, F.S.; or the date a final 11 order is issued by the Administration Commission finding the amendment to be in 12 compliance in accordance with Section 163.3184, F.S. 13 14 FIRST READING this day of , 2019. 15 SECOND, FINAL READING AND PASSAGE this day of 2019. 16 17 CITY OF BOYNTON BEACH, FLORIDA 18 19 YES NO 20 21 22 Mayor— Steven B. Grant 23 24 Vice Mayor— Christina L. Romelus 25 26 Commissioner—Mack McCray 27 28 Commissioner—Justin Katz 29 30 Commissioner—Aimee Kelley 31 32 VOTE 33 ATTEST: 34 35 36 Judith A. Pyle, CMC 37 City Clerk 38 39 40 (Corporate Seal) 41 C:AProgram Files(x86)\neevia.com\docConverterPro\temp\NVDC\B9D5D9FD-E313-4C6A-BD51- 3E 194F08A930\Boynton Beach.14555.I.Text_Amendment_1.3.1_b_remove_Boynton_Beach_Mall_DRI_-_Ordinance.docx 3 Page 666 of 993 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 18-064 STAFF REPORT TO: Chair and Members Planning and Development Board THRU: Ed Breese Planning and Zoning Administrator FROM: Hanna Matras, Senior Planner DATE: December 7, 2018 PROJECT: Boynton Beach Mall's Future Land Use Map Amendment (LUAR 19-002) and related Comprehensive Plan's Text Amendment (CPTA 19-001) REQUEST: Approve Boynton Beach Mall Future Land Use Map Amendment from Development of Regional Impact (DRI) to Mixed Use Low (MXL) and the Comprehensive Plan's Future Land Use Element text amendment to delete the Boynton Beach Mall DRI from the list of DRI-classified sites. City-initiated. PROJECT DESCRIPTION Property Owners: Boynton Beach Mall, LLC (owned by Washington Prime Group, LLC)—four (4) parcels; remaining parcels owned by Macy's Florida Stores, LLC; Regional Enterprises, LLC; Dillard's, Inc.; Istar Florida 2015 Cinemas, LLC; and Christ Fellowship Church, Inc. (Exhibit "Al") Applicant: City of Boynton Beach Location: Area bounded by Boynton Canal on the north, Old Boynton Road on the south, developed commercial properties/Congress Avenue on the east, LWDD L-23 Canal on the northwest and Javert Street on the southwest (Exhibit "A2") Existing Land Use/ Development of Regional Impact (DRI), Exhibit "B" / Zoning: C-3, Community Commercial (Exhibit "D"); Proposed Land Use/ Mixed Use Low (MXL), Exhibit "C") / Zoning: No change in zoning Page 667 of 993 Page 2 Boynton Beach Mall LUAR 19-002 Acreage: +/- 108.30 acres Adjacent Uses: North: Right-of-way for Boynton Canal; farther to the northwest, a mobile home community Sand and Sea Village in the unincorporated Palm Beach County, classified HR-8 High Residential and zoned RS, Residential Single Family; to the northeast, Savanah Lakes Apartments, classified Medium Density Residential (MeDR) and zoned PUD, Planned Unit Development, and farther east, Courtyard By Mariott Boynton Beach Hotel, classified Local Retail Commercial (LRC) and zoned C-3, Community Commercial; South: Right-of-way for Old Boynton Road, and farther south, Walmart and other developed commercial properties, classified Local Retail Commercial (LRC) and Office Commerical (OC) and zoned C-3, Community Commercial and C-1, Office Commercial; East: Developed commercial office and retail properties, then right-of- way for Congress Avenue; farther east-northeast, developed commercial outparcels of the the mixed use development of Boynton Village, classified Mixed Use Low (MXL) and zoned SMU, Suburban Mixed Use; to the southeast, commercial development of Town Center, classified Local Retail Commercial (LRC) and zoned C-3, Community Commercial; and West: To the southwest, right-of-way for Javert Street; farther west, developed single-family home subdivision of West Boynton in the unincorporated county, classified Medium Residential (MR) and zoned RS, Residential Single Family; to the northwest, LWDD L- 23 Canal and then a pine preserve area, classified Recreational (R) and zoned REC, Recreation. BACKGROUND The Boynton Beach Mall (the Mall), an enclosed shopping center, is a Development of Regional Impact (DRI) pusuant to the provisions of Chapter 380.06 of the Florida Statutes. It was approved as a DRI by Palm Beach County through issuance of Development Order dated May 7, 1974 (Resolution No. 74-343). The Development Order included 10 (ten) impact-mitigating conditions, with 7 (seven) pertaining to road improvements/traffic circulation and a requirement that the pine area located in the northwest area of the site be preserved. 2 Page 668 of 993 Page 3 Boynton Beach Mall LUAR 19-002 THE SITE The Mall is bounded by Javert Street on the southwest, LWDD L-23 Canal on the northwest, North Congress Avenue on the east, Boynton Canal on the north and Old Boynton Road on the south. The four parcels owned by the Boynton Beach Mall LLC comprise the largest part of the area under consideration (the company also owns the pine preserve area, which will retain its current future land use of Recreational). The other property owners are Macy's Florida Stores, Regional Enterprises, Dillard's, Istar Florida 2015 Cinemas and Christ Fellowship Church. The Mall's main, single-story structure houses the anchor retail tenants of Macy's, Dillards, JCPenney and Sears as well as the Christ Fellowship Church. The other two buildings are the Cinemark Boynton Beach movie theater and Sears Auto Center. The current mall includes 1,074,939 sq. ft. GLA (gross leasable area) of retail and 79,500 sq.ft. GFA (gross floor area) of theater, for a total of 1,154,439 sq.ft.. THE BRIEF HISTORY OF THE MALL • 1982: The City annexes the property with the proposed development (Ordinance No. 82-38); adopts a development order for the Boynton Beach Mall permitting 1,108,000 GLA retail (consistent with the Palm Beach County's Resolution No. 74- 343); approves Future Land Use amendment for the property from the Palm Beach County's Commercial Potential to the City's Local Retail (Ordinance No. 82-41) and rezoning from the County's CG General Commercial to the City's C-3 Community Commercial (Ordinance No. 82-44). Outparcels fronting North Congress Avenue are also annexed, and likewise reclassified/rezoned to the same categories. • 1985: The Mall opens on October 2nd • 1988: The City annexes a 5.83 acre parcel included in the original DRI area as a pine preserve area (Ordinance No. 88-11), giving the property Recreational (R) future land use classification and REC (Recreation) zoning designation in 1991. Amendments to the Boynton Beach Mall DRI Development Order (1989-2005) • 1989: Amendments allow for the increase of the retail GLA from 1,108,000 to 1,244,449 sq. ft. to accommodate addition of the Sears store (Resolution No. 89- U U U, 12/19/89). Amendments are appealed by the state planning agency (the former Department of Community Affairs) and the Treasure Coast Regional Planning Council for inadequate protection of the pine area, and deficiencies pertaining to drainage and mitigation of traffic impacts. 3 Page 669 of 993 Page 4 Boynton Beach Mall LUAR 19-002 • 1991: Amendments reflect settlement of the above mentioned appeal. The developer revises the site plan and agrees to preserve the native habitat in the area in perpetuity through Restrictive Covenants. Additional conditions include requirements pertaining to littoral zone planting design and management plan and hazardous materials management plan (Resolution No. 91-37, 3/5/91). • 1996/1998: Amendments extend the buildout date and include revisions to the transportation mitigation conditions (Resolution No. 96-26, 2/20/96 and Resolution No. 98-123). • 2005: Amendments provide for a conversion of 169,510 square feet of the existing retail GLA (through the demoliton of the Macy's store, which relocated to the former Burdines' space) to a 79,500 square foot multi-screen movie theater with 3,650 seats, and the addition of 17,528 of new retail space (Resolution No. 05-049). The overall square footage is reduced from 1,244,449 to 1,154,439. Amendment to Boynton Beach Mall FLU with DRI as New FLU Category (2008) In 2004, the City approved the amendment to the text of the Comprehensive Plan's Future Land Use Element establishing a Development of Regional Impact (DRI) as a future land use classification (Ordinance No. 04-012). The new DRI FLU category was a solution generated in collaboration with Florida Department of Community Affairs, the former state land planning agency; it addressed the absence of a mixed use classification applicable for property outside downtown area where such classification already existed. The DRI FLU was defined separately for the City's three (3) DRIs, using the density, intensity and traffic generation limits for each as approved in the respective DRI development orders. Initially, the DRI FLU was only applied to one of the three sites, Motorola DRI, which redeveloped under the name of Renaissance Commons. The two remaining DRIs, Quantum and Boynton Beach Mall, were not reclassified till 2008, as a part of the state- mandated Evaluation and Appraisal (EAR)-based Comprehensive Plan text and map amendments (Ordinance No. 08-007). The pine preserve—a part of the Boynton Beach Mall DRI—retained its Recreation (R) FLU category. Expiration of Boynton Beach Mall DRI Development Order (2012) The initial termination date of the Boynton Beach Mall DRI Development Order was set for December 31, 2010. However, prior to that date, in 2009, the mall owner requested and was granted a two (2) – year extension pursuant to the Community Renewal Act, a growth management law that intended, among other things, to assist local communities' economic recovery after the period of inactivity forced by the "Great Recession." Ultimately, the development order expired on December 12, 2012. 4 Page 670 of 993 Page 5 Boynton Beach Mall LUAR 19-002 Purchase of Dillard's Property by Christ Fellowship Church (2012) In December of 2012, Christ Fellowship Church (CFC) purchased one of the two Dillard's properties. The CFC became one of a growing number of churches locating in vacant or obsolete former commercial spaces such as malls and abandoned "big-box" buildings, taking advantage of lower cost of remodeling a vacant building rather than constructing a new facility. Washington Prime Group Takes Over the Mall (2014) In 2014, Simon Property Group, the Mall's owner, spun off their lower-tier mall assets, including the Boynton Beach property, to an entity known as Washington Prime Group. THE PROPOSED ACTION AND THE PROCESS This action—the future land use amendment changing the Mall's future land use classification from Development of Regional Impact (DRI) to Mixed Use Low (MXL)— has been initiated by City staff in preparation for the site's future redevelopment. While the redevelopment will likely proceed in phases and involve site planning for each, the rezoning will be processed concurrently with a master plan for the entire site. There is at present no master plan application. The subject amendment to the Future Land Use Map (FLUM) is accompanied by the concurrently processed amendment to the Comprehensive Plan's Future Land Use Element (CPTA 19-001), which eliminates the Boynton Beach Mall DRI from the list of DRI-classified sites. Since the size of the property under consideration exceeds ten acres, both the proposed FLUM amendment and the concurrent text amendments to the Future Land Use Element are subject to the Expedited State Review Process per provisions of Chapter 163.3184(3) and (5), Florida Statutes. If the Commission approves the proposed amendments, they will be transmitted for review to the Florida Department of Economic Opportunity (DEO), the state land planning agency. The final adoption by the City Commission is tentatively planned for April 2019. REVIEW BASED ON CRITERIA The following analysis adresses all the criteria for review of Comprehensive Plan Map amendments and rezonings listed in the Land Development Regulations, Chapter 2, Article II, Section 2.13.3 and Section 2.D.3. a. Demonstration of Need. A demonstration of need may be based upon changing conditions that represent a demand for the proposed land use classification and zoning district. Appropriate data and analysis that adequately substantiates the need for the proposed land use amendment and rezoning must be provided within the application. 5 Page 671 of 993 Page 6 Boynton Beach Mall LUAR 19-002 There are several factors contributing to the need for the proposed amendment: • Development order for Boynton Beach Mall DRI expired. The Future Land Use Element's definition of the DRI future land use for the Mall includes minimum and maximum intensity of retail/commercial development measured in square feet of gross leasable space as approved by the DRI development order. Since the subject development order expired, this definition no longer has actionable meaning and will be eliminated. Concurrently, the Mall would be assigned a new FLU of Mixed Use Low. • Enclosed mall as model for a shopping center has become obsolete. Boynton Beach Mall has been ailing for several years, as shown by the the Palm Beach County Property Appraiser's annual "Top Taxpayers" reports for the City. There was an especially sharp drop in appraised value of Boynton Mall LLC properties between 2016 and 2017—nearly $13 million, from $46,339,832 to $33,517,168, as the mall's anchors JC Penney and Sears continued to suffer declining sales. Closures of traditional enclosed malls in the U.S. have been reported for over a decade. Some of these malls are able to reinvent themselves to become "lifestyle shopping" mixed use projects or outlet centers, some are redeveloped as health or conference facilities, and some have accommodated nontraditional tenants such as churches and schools. The Outlook section in the Cushman & Wakefield U.S. Shopping Center report for the first quarter of 2018 states: "The gap will widen between mall classes (...). Class 8 will look at non-traditional mall tenants and innovation to survive (...). Closures of weakest malls and centers will ramp up in the second half of 2018. The reinvention of these dying malls as mixed use projects will gain momentum in 2019 and beyond." The proposed Mixed Use Low FLU reclassification (and subsequent rezoning) will provide flexibility in both uses and design to allow the Mall to "reinvent" itself. The variety of options MXL offers is crucial to the successful redevelopment of the property and the continued success of the entire Congress Avenue commercial hub. • The Mall's current zoning is not conducive for redevelopment The Mall's current zoning is C-3, Community Commercial, a conventional zoning district under the Local Retail Commercial (LRC) future land use. Neither provides appropriate framework for creativity and flexibility in design that the property needs to be successfully redeveloped. • Mall redevelopment is included in City's strategic plans The City's Strategic Plan 2018-2022 lists the Mall's redevelopment as item #18 in the 6 Page 672 of 993 Page 7 Boynton Beach Mall LUAR 19-002 portfolio of strategic projects starting FY2018-2019. The document notes that the redevelopment of the Mall site will be part of a future planning effort embracing an area tentatively referred to as the Congress Avenue Corridor District. As expected, the need for improvements/redevelopment of the Mall was also recognized by the City's 2016-2021 Economic Development Strategic Plan (Goal 4, Objective 4.2) b. Consistency. Whether the proposed Future Land Use Map amendment (FLUM) and rezoning would be consistent with the purpose and intent of, and promote, the applicable Comprehensive Plan policies, Redevelopment Plans, and Land Development Regulations. Consistency with Comprehensive Plan and strategic plans The proposed FLUM amendment is consistent with the intent of several Comprehensive Plan Future Land Use Element policies, including: Policy 1.3.1 d Mixed Use category shall provide for the vertical or horizontal mixing of land uses within a single site in order to allow development and redevelopment in specific geographic areas of the City that take maximum advantage of existing utility systems and services, and promote compact development, safe and pedestrian-friendly streets, and provide transportation choices. Policy 1.7.4 By the end of 2017, the City shall evaluate a need for redevelopment plans for specific areas of the City that are not within the City's designated Community Redevelopment Area. If an evaluation determines such a need, the development of such plans shall be added to staff work program. Policy 1.8.2 The City shall discourage urban sprawl by, A. Continuing to promote compact developments within the City's utility service areas, while requiring the maximization of all public services for each development in the most cost effective manner possible, and B. Requiring, in all future development and redevelopment in the City, land use patterns that are non-strip in nature and demonstrate the ability to attract and encourage a functional mix of uses. As per the response to criterion "a," the proposed amendment is also consistent with, and initiates the implementation of, the objectives of the City's Strategic Plan 2018-2022 and the 2016-2021 Economic Development Strategic Plan pertaining to redevelopment of Boynton Beach Mall. 7 Page 673 of 993 Page 8 Boynton Beach Mall LUAR 19-002 In 2019, pursuant to Policy 1.7.4, staff will resume work—initiated in 2018—on a comprehensive redevelopment plan for the Congress Avenue corridor. Since the proposed Mixed Use Low is the only mixed use classification for lands west of Interstate 95, it will be a clear choice as the plan's FLU recommendation for the site. Moreover, the incoming master plan for the Mall will be reviewed with the anticipated recommendations regarding the FLU, connectivity and overall design for the nearby corridor areas in sight. Consistency with Land Development Regulations (LDR) The consistency with the LDRs and the need for any Code reviews— potentially required given the size and complexity of the project—will be assessed at the master plan/rezoning phase of the project. The sole zoning distict corresponding to the proposed MXL future land use category and applicable to the areas west of Interstate 95 is SMU, Suburban Mixed Use. c. Land Use Pattern. Whether the proposed Future Land Use Map amendment (FLUM) and rezoning would be contrary to the established land use pattern, or would create an isolated zoning district or an isolated land use classification unrelated to adjacent and nearby classifications, or would constitute a grant of special privilege to an individual property owner as contrasted with the protection of the public welfare. This factor is not intended to exclude FLUM reclassifications and rezonings that would result in more desirable and sustainable growth for the community. The proposed FLUM would not be contrary to the established land use pattern nor would it create an isolated FLU classification. The land use pattern in adjacent and nearby areas is eclectic: it incorporates commercial uses of small and large retail (including Walmart), offices, a hotel (Courtyard by Mariott), as well as residential uses of single-family, multi-family and mobile homes. Given that the subject site contains about 108 acres, the proposed amendment can hardly be considered an "isolated land use classification"; moreover, the proposed FLU category of MXL extends over an 80 acre area of Boynton Village community on the east side of North Congress Avenue. Finally, the MXL future land use classification will very likely be recommended for other areas of the Congress Avenue Corridor District and will replace the DRI classification of Renaissance Commons when that DRI expires. d. Sustainability. Whether the proposed Future Land Use Map amendment (FLUM) and rezoning would support the integration of a mix of land uses consistent with the Smart Growth or sustainability initiatives, with an emphasis on 1) complementary land uses; 2) access to alternative modes of transportation, and 3) interconnectivity within the project and between adjacent properties. The subject FLUM amendment is not accompanied by rezoning with a master plan; however, the proposed MXL will eventually support a large mixed use project with uses 8 Page 674 of 993 Page 9 Boynton Beach Mall LUAR 19-002 complementary to those within the project as well as those in the surrounding areas. Interconnectivity will be one of the top project design requirements. Visitors and residents willl have access to PalmTran bus service along Congress Avenue. e. Availability of Public Services / Infrastructure. All requests for Future Land Use Map amendments shall be reviewed for long-term capacity availability at the maximum intensity permitted under the requested land use classification. Water and Sewer. Long-term capacity availability for potable water and sewer for the subject request has been confirmed by the Utilities Department (see attached letter). So/id Waste. The Palm Beach County Solid Waste Authority determined that sufficient disposal capacity will be available at the existing landfill through approximately the year 2046. Drainage. Drainage will be reviewed in detail as part of site plans, land development, and building permit review processes. Traffic. The traffic impacts associated with the future redevelopment of the mall are not expected to exceed the 3,306 PM Peak Hour trip cap established in the Boynton Beach Mall DRI Development Order for the approved 1,244,449 Sq. ft. GLA. (Note that the constructed square footage and the related PM Peak Hour trips are below the above threshholds). The trip generation equivalency analysis will be performed at the rezoning/master plan phase. Schools. The School Capacity Availability Determination application will be submitted with a site plan/master plan package. f. Compatibility. The application shall consider the following factors to determine compatibility. (1) Whether the proposed Future Land Use Map amendment (FLUM) and rezoning would be compatible with the current and future use of adjacent and nearby properties, or would negatively affect the property values of adjacent and nearby properties, and (2) Whether the proposed Future Land Use Map amendment (FLUM) and rezoning is of a scale which is reasonably related to the needs of the neighborhood and the City as a whole. The proposed FLUM amendment would be compatible with the current and future use of adjacent and nearby properties. As previously stated (see response to criterion "c"), the land use pattern in adjacent and nearby areas is eclectic. it incorporates commercial uses of small and large retail (including Walmart), offices, a hotel (Courtyard by Mariott), as well as residential uses of single-family, multi-family and mobile homes. The 9 Page 675 of 993 Page 10 Boynton Beach Mall LUAR 19-002 proposed FLU category of MXL covers 80 acres of Boynton Village on the east side of North Congress Avenue. Moreover, the MXL will likely be recommended for lands along the Congress Avenue Corridor District currently designated Local Retail Commercial (LRC), as this FLU classification would not effectively promote redevelopment. MXL will also replace the DRI classification of Renaissance Commons when that DRI expires. The redevelopment of the Mall will have a positive effect on property values of surrounding properties. (At the master planing/site planning phases of the project, efforts will be taken to mitigate any negative impact of redevelopment on the single- family residential neighborhood to the west of the site.) While expanding the "Urban Village" model with its emphasis on walkability and public spaces from the Congress Avenue's east to the west side, the proposed amendment will assure that the Congress Avenue Corridor continues to grow and thrive as the City's main commercial hub. It would benefit both the neighborhood and the City as a whole. g. Direct Economic Development Benefits. For rezoning/ FLUM amendments involving rezoning to a planned zoning district, the review shall consider the economic benefits of the proposed amendment, specifically, whether the proposal would: (1) Further implementation of the Economic Development (ED) Program,- (2) rogram,(2) Contribute to the enhancement and diversification of the City's tax base,- (3) ase,(3) Respond to the current market demand or community needs or provide services or retail choices not locally available,- (4) vailable,(4) Create new employment opportunities for the residents, with pay at or above the county average hourly wage,- (5) age,(5) Represent innovative methods/technologies, especially those promoting sustainability; (6) Be complementary to existing uses, thus fostering synergy effects, and (7) Alleviate blight/economic obsolescence of the subject area. As mentioned above (criterion "b"), redevelopment of the Boynton Beach Mall is supported by the City's Strategic Plan 2018-2022 and the 2016-2021 Economic Development Strategic Plan and therefore the requested action meets criterion "g(1)". Furthermore, the ensuing project has a potential to: • Enhance the City's tax base, reversing the downslide of the Mall's "legacy" properties' taxable value. As noted in response to criterion "a," between 2016 and 2017 the value of properties owned by Boynton Beach Mall LLC declined from $46,339,832 to $33,517,168 (criterion "g2"); • Replace the economically obsolete shopping center—enclosed mall—with a mixed use project driven by market demand and promoting sustainability through design attributes pertaining to energy saving, public realm development, alternative transportation etc. (criteria "g3", "gS% and "g7"); 10 Page 676 of 993 Page 11 Boynton Beach Mall LUAR 19-002 • Create/strengthen synergy of land uses on-site and within the Congress Avenue Corridor area as a whole (criterion "g6"). • Contribute to the net job growth and/or replace some lost low-wage retail positions with better employment opportunities (criterion "g4") if uses such as professional offices are eventually included. h. Commercial and Industrial Land Supply, The review shall consider whether the proposed rezoning/FLUM amendment would reduce the amount of land available for commercial/industrial development. If such determination is made, the approval can be recommended under the following conditions: (1) The size, shape, and/or location of the property makes it unsuitable for commercial/industrial development, or (2) The proposed rezoning/FLUM amendment provides substantiated evidence of satisfying at least four of the Direct Economic Development Benefits listed in subparagraph "g"above, and (3) The proposed rezoning/FLUM amendment would result in comparable or higher employment numbers, building size and valuation than the potential of existing land use designation and/or rezoning. The proposed FLUM amendment can potentially reduce the amount of land available for commercial development since the MXL category encourages a mix of residential and commercial uses. Inclusion of residential uses supports the "live, work and play" motto embodying the lifestyle of the "Urban Village." As noted above in response to criterion "g", the amendment has a potential to deliver all listed benefits, meeting condition "h(2)." L Alternative Sites. Whether there are adequate sites elsewhere in the City for the proposed use in zoning districts where such use is already allowed. N/A (See response to criterion "a.") j. Master Plan and Site Plan Compliance with Land Development Regulations. When master plan and site plan review are required pursuant to Section 2.D.1.e above, both shall comply with the requirements of the respective zoning district regulations of Chapter 3, Article 111 and the site development standards of Chapter 4. N/A. The request is for FLUM only. 11 Page 677 of 993 Page 12 Boynton Beach Mall LUAR 19-002 CONCLUSION/RECOMMENDATION As a result of the above analysis, the proposed request is consistent with the intent of the policies of the Comprehensive Plan and the recommendations of the City's Strategic Plan and the Economic Development Strategic Plan. Staff recommends approval of the proposed Future Land Use Map amendments for transmittal to the State for an Expedited State Review. ATTACHMENTS S:\Planning\SHARED\WP\PROJECTS\Boynton Beach Mall LUAR 19-002\STAFF REPORT\BB Mall LUAR 18-003 Staff Report 11_01.doc 12 Page 678 of 993 EXHIBIT Al BOYNTON BEACH MALL LOCATION MAP OWNERSHIP OF PROPERTIES I n t } i CHRIST ISTAR FELLOWSHIP r Boynton Beach Mall LLC 1 p� r DILLARDS Z MACYS REGIONAL ENTERPR. MOONRISEi oy o F- N LEGEND w E immin City boundary S Owners other than Boynton Mall LLC 062. 25 250 3I 500 Fit EXHIBIT A2 BOYNTON BEACH MALL DRI LOCATION MAP =x� � Savannah Boynton Canal t � - P. 2 f o-� I k A na' gpx 7 r i t� E i3+r ,hGH R t i A, r CpI i G c t -- - s Old Boynton c1 t�. N LEGEND w E mimm City boundary s 0 75150 300 450 600 "t EXHIBIT B BOYNTON BEACH MALL CURRENT FLU r NW 14th. Ave \/ictory-Cir' i _ F CURRENT FLU : DRI `t 3 t - Olcl Bo nton Rcl LEGEND: FLU classifications MEDIUM DENSITY RESIDENTIAL(MEDR); 11 D.U./Acre N MIXED USE LOW(MXL); 20 D.U./Acre DEVELOPMENT OF REGIONAL IMPACT(DRI) w E LOCAL RETAIL COMMERCIAL(LRC) S OFFICE COMMERCIAL(OC) 0 80160 320 480 640 RECREATIONAL(R) ���t EXHIBIT C BOYNTON BEACH MALL PROPOSED FLU r r = NW 14th Ave C- T - 1 = I i .� Proposed FLU . Mined Use Low M L � COD o A Z � i { - Olcl Bo nton Rcl LEGEND: FLU classifications MEDIUM DENSITY RESIDENTIAL(MEDR); 11 D.U./Acre N MIXED USE LOW(MXL); 20 D.U./Acre DEVELOPMENT OF REGIONAL IMPACT(DRI) W E LOCAL RETAIL COMMERCIAL(LRC) S OFFICE COMMERCIAL(OC) 0 80160 320 480 640 RECREATIONAL(R) ���t EXHIBIT D BOYNTON BEACH MALL CURRENT ZONING NW 14th, Ave \/ictory Cilr F fi s ,. i tit rl its t i fi S rr r, f{Vf 41�� f i - { � $ f r {i>' $ L t O S fF s, lc d s. - OId Boynton Rid r �ff } c, S (t rr. i ftp 5 Fi LEGEND: ZONING DISTRICTS PUD Planned Unit Development 0 C1 Office Professional N C3 Community Commercial E PCD Planned Commercial Development s SMU Suburban Mixed Use,20 du/ac 0 80160 320 480 640 REC Recreation 699t PROPOSED AMENDMENT TO FLU ELEMENT: EXHIBIT E Consistent with the Renaissance Commons DRI Development Order, the approved land uses and intensities shall be as follow: Land Use Minimum-Maximum Intensity High density Residential 1,085 du to 2,016 du Office Commercial 173,460 sf to 322,140 sf Local Retail/General Commercial 149,100 sf to 276,900 sf Traffic generation for the Renaissance Commons DRI shall not exceed 1,634 p.m. peak hour trips (For compliance with Article 12, Traffic Performance Standards of the Palm Beach County Unified Land Development Code). 2. follow- La.nd--Uae Ma-ni a m-Maxim-u -l-nte"m ity L, a1-Retail-Ca mereiat 8087447_gla* te L; 00;77 1 t 3. The Quantum Park (fka Boynton Beach Park of Commerce) Development of Regional Impact (DRI) approved by City of Boynton Beach Ordinance 84-51, and most recently amended by Ordinance 12-001, is a mixed use project containing industrial, office, commercial, residential and governmental/institutional uses. Consistent with the Quantum Park DRI Development Order, the approved land uses and intensities shall be as follows: City of Boynton Beach 1-9 Date July 18,2017 Comprehensive Plan Future Land Use Element Amendments:17-1ESR Ordinance 17-011 Page 684 of 993 8.D. PUBLIC HEARING 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve text amendments to the Comprehensive Plan, including: PROPOSED ORDINANCE NO. 19-012 - FIRST READING - Future Land Use, Intergovernmental Coordination and Capital Improvements Elements, reflecting elimination of school concurrency and deletion of the Public School Facilities Element; and PROPOSED ORDINANCE NO. 19-013 - FIRST READING - The Transportation Element, creating framework for potential future establishment of a mobility fee. City-initiated. EXPLANATION OF REQUEST: The proposed Comprehensive Plan text amendments are grouped in two sets—one pertaining to the Palm Beach county-wide elimination of school concurrency and one establishing a framework for the potential future implementation of a Mobility Fee. Coordinated School Planning The first set of amendments is in the "housecleaning" category— the City is replicating the actions already taken by the county and other municipalities in amending its Comprehensive Plan based on the "Interlocal Agreement Between the School District of Palm Beach County, Palm Beach County and Municipalities of Palm Beach County for Coordinated School Planning." The subject agreement, signed by the City on February 20, 2016, replaced a 2001 interlocal agreement that coordinated countywide school facility planning through school concurrency. The coordination focuses on data sharing already in place, while the school level-of-service and concurrency has been eliminated (it is no longer required by Florida Statutes). The agreement sets up a process through which residential projects are reviewed by the School District for determining capacity. The amendments propose to transfer the coordinated school planning objectives and policies from the Public School Facilities Element to Intergovernmental Coordination Element, and modify applicable language in the Future Land Use and Capital Improvements Elements. The Public School Facilities Element would be deleted. Transportation Policies in Support of Mobility Fee Currently, Boynton Beach and other county municipalities are subject to Palm Beach County concurrency, road impact fees and proportionate fair share regulations. (The City's concurrency and proportionate fair share regulations are applicable to local roadways.) Negative aspects of transportation concurrency systems, such as their focus on roadways, inequitability ("last-in pays') and promotion of sprawl have been generally recognized. Florida statutes encourage local governments to repeal transportation concurrency and adopt an alternative mobility-based funding system that allows developers to pay a fee as mitigation for their transportation impacts. A number of Florida counties and municipalities transitioned, or are considering transitioning from, traditional concurrency to such a system. Page 685 of 993 The proposed amendments add thirteen new policies for the Comprehensive Plan's Transportation Element, creating a framework for potential implementation of a mobility fee. This revenue generator could ultimately allow the City to start funding the full range of the needed multi-modal transportation improvements within its boundaries. Per the statutory requirements, the mobility fee revenue must be expended to implement the needs determined by the plan(s) that serves as the basis for the imposition of the fee. The City would base the future Mobility Fee on a yet to be developed Complete Streets Mobility Plan, which will determine the type, location, and scope of the needed improvements. The Mobility fee may be implemented in specific areas or citywide. Within the area designated for its implementation, the future Mobility Fee may replace the Palm Beach County concurrency system, the County's road impact fee and the proportionate share requirements. It may also trigger rescission of the City's concurrency and proportionate share regulations applicable to the local (City's) roadways. The Planning and Development Board forwards the item recommending approval. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? No immediate impact on either programs or services FISCAL IMPACT: A potential for a significant revenue generator ALTERNATIVES: None recommended STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: N/A CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: N/A Is this a grant? No Grant Amount: Page 686 of 993 ATTACHMENTS: Type Description D Ordinance Ordinance Amending Comprehensive Plan reflecting elimination of school concurrency D Amendment Proposed School Planning Amendments® Exhibit A to Ordinance Ordinance Amending Comprehensive plan for D Ordinance future establishment of a mobility fee D Amendment Proposed Transportation Element Amendments- Exhibit to Ordinance D Staff Report Staff report Page 687 of 993 I ORDINANCE NO. 19 - 2 3 AN ORDINANCE OF THE CITY OF BOYNTON BEACH, 4 FLORIDA APPROVING AMENDMENT TO THE 5 COMPREHENSIVE PLAN INCLUDING FUTURE LAND 6 USE, INTERGOVERNMENTAL COORDINATION AND 7 CAPITAL IMPROVEMENTS ELEMENTS, REFLECTING 8 ELIMINATION OF SCHOOL CONCURRENCY AND 9 DELETION OF THE PUBLIC SCHOOL FACILITIES 10 ELEMENT; PROVIDING FOR CONFLICTS, 11 SEVERABILITY,AND AN EFFECTIVE DATE. 12 13 WHEREAS, the City Commission of the City of Boynton Beach,Florida("City")has 14 adopted a Comprehensive Plan pursuant to Ordinance 89-38 in accordance with the Local 15 Government Comprehensive Planning Act; and 16 WHEREAS, the City is replicating the actions already taken by the county and other 17 municipalities in amending its Comprehensive Plan based on the "Interlocal Agreement 18 Between the School District of Palm Beach County, Palm Beach County and Municipalities 19 of Palm Beach County for Coordinated School Planning;" and 20 WHEREAS, The subject agreement, signed by the City on February 20, 2016, 21 replaced a 2001 Interlocal Agreement that coordinated countywide school facility planning 22 through school concurrency; and 23 WHEREAS, the coordination focuses on data sharing already in place, while the 24 school level-of-service and concurrency has been eliminated (it is no longer required by 25 Florida Statutes); and 26 WHEREAS, the amendments propose to transfer the coordinated school planning 27 objectives and policies from the Public School Facilities Element to Intergovernmental 28 Coordination Element, and modify applicable language in the Future Land Use and Capital 29 Improvements Elements while the Public School Facilities Element would be deleted; and 30 WHEREAS, after public hearing, the City Commission deems it to be in the best 31 interest of the inhabitants of the City to amend the text of the City's Comprehensive Plan as 32 provided herein; and 33 WHEREAS, the City Commission finds that the adoptions of these Comprehensive 34 Plan Amendments are in the best interest of the health, safety and welfare of the citizens and 35 residents of the City of Boynton Beach. C:AProgram Files(x86)\neevia.com\docConverterPro\temp\NVDC\1 C337535-896F-434A-A1FD- ACB7D9A526C5\Boynton Beach.16088.1.Comp_Plan_Text_Amendment_(School)_-_Ordinance.docx 1 Page 688 of 993 I NOW THEREFORE,BE IT ORDAINED BY THE CITY COMMISSION 2 OF THE CITY OF BOYNTON BEACH, FLORIDA, THAT: 3 Section 1. The foregoing Whereas clauses are true and correct and are now ratified 4 and confirmed by the City Commission. 5 Section 2. That the Comprehensive Plan reflecting elimination of school 6 concurrency and deletion of the Public School Facilities Element, is hereby amended by 7 adding the words and figures in underlined type and by deleting the words and figures in 8 struck-through type, as follows: 9 10 See Exhibit"A" attached hereto and incorporated herein 11 12 Section 3. All laws and ordinances applying to the City of Boynton Beach in 13 conflict with any provisions of this Ordinance are hereby repealed. 14 Section 4. Should any section or provision of this Ordinance or any portion 15 thereof be declared by a court of competent jurisdiction to be invalid, such decision shall not 16 affect the remainder of this Ordinance. 17 Section 5. The effective date of this plan amendment shall be: The date a final 18 order is issued by the Department of Economic Opportunity finding the amendment to be in 19 compliance in accordance with Chapter 163.3184, F.S.; or the date a final order is issued by 20 the Administration Commission finding the amendment to be in compliance in accordance 21 with Section 163.3184, F.S. 22 23 FIRST READING this day of , 2019. 24 25 C:AProgram Files(x86)\neevia.com\docConverterPro\temp\NVDC\1 C337535-896F-434A-A1FD- ACB7D9A526C5\Boynton Beach.16088.1.Comp_Plan_Text_Amendment_(School)_-_Ordinance.docx 2 Page 689 of 993 I SECOND, FINAL READING AND PASSAGE this day of 2 2019. 3 4 CITY OF BOYNTON BEACH, FLORIDA 5 6 YES NO 7 8 9 Mayor— Steven B. Grant 10 11 Vice Mayor—Justin Katz 12 13 Commissioner—Mack McCray 14 15 Commissioner—Christina L. Romelus 16 17 Commissioner—Ty Penserga 18 19 VOTE 20 ATTEST: 21 22 23 Judith A. Pyle, CMC 24 City Clerk 25 26 (Corporate Seal) 27 28 29 C:AProgram Files(x86)\neevia.com\docConverterPro\temp\NVDC\1 C337535-896F-434A-A1FD- ACB7D9A526C5\Boynton Beach.16088.1.Comp_Plan_Text_Amendment_(School)_-_Ordinance.docx 3 Page 690 of 993 EXHIBIT A I. PROPOSED AMENDMENTS TO FUTURE LAND USE ELEMENT Objective 1.1: Policy 1.1.2 (amended) and 1.1.4 (deleted) Objective 1.16: Policy 1.16.1 (added); 1.16.3 (amended 1.16.2); 1.16.4 (amended 1.16.3); 1.16.6 (amended 1.16.5); and 1.16.8 (new) Objective 1.1 Land development and future land uses shall continue to be coordinated with the provision of the following facilities and services, concurrent with the needs of the existing and future land uses, and consistent with the adopted minimum levels of service standards contained in this Comprehensive Plan: 1. Roadways 2. Potable Water 3. Sanitary sewer 4. Solid Waste 5. Stormwater Drainage 6. Recreation and Open Space 7. Public SEhool 1pd-14 Policy 1.1.2 The City shall issue development orders or permits only if roadways And recreation, and sEhoo, 111--E u+;^r exist, are provided for in accord with the requirements of this Comprehensive Plan, or will be available to serve new development in accord with conditions set forth in Policies 9.2.2 and 9.2.3 of the Capital Improvements Element, and are sufficient to maintain or exceed adopted levels of service. Objective 1.16 The City shall Eentinue its- ...e -proEess Of a cooperative relation hi � P ,lth the 1 ......... .................................... 1_.___����� -------- Palm ----- Pali Beach -'o� nt School District to coordinate land use tti1 Plth develoPI1siting-of public school facilities. 44 Page 691 of 993 EXHIBIT A LP p It i c y 1 161 'rhe t shell p x Soho DistrictwithP �1 :�.. information on de el pry e .......................................................... and.... edev„ 1 e� pr i l � �1� pr 1 is needed to ma unfit school �ttp��t t ���te� informatlon reollit for the Schoo tl tabu h hoo itis Il crlterl ichool lstrlct s ) t . l t p 1 an d. school. utilization. Policy 1.16.2;1 There sal b no �iignificant environmental conditions or sign fiEa + historical resources on a proposed site that cannot be mitigated of othe,wise shall preclude development of the site for a public educational facility. Policy 1.16.34 The proposed school sites locations shall be suitable or adaptable for development in accordance with applicable water management standards, and shall not be in conflict with the adopted or officially accepted plans of the South Florida Water Management District, or any applicable Stormwater Utility or Drainage District. Policy 1.16.36 The City shall encourage the location of schools proximate to urban residential areas or other app late and future land uses by: • Assisting the School District in identifying funding and/or construction opportunities (including developer participation or City )Qf Boynton Beach capital budget expenditures) for sidewalks, traffic signalization, access, water, sewer, drainage and other infrastructure improvements;-and • Providing for the review for all school sites as indicated in Policy 1.16.1 above , Allowing schools as a permitted use within all urban residential land use categories.- Polic 116 8 'rhe Cit, shell coordinate and collaborate with the Palm Beach .o nt f t the ichool lst °lct o� the m)ttl t l of the p€p Wi PS t tl Page 692 of 993 EXHIBIT A II. PROPOSED AMENDMENTS TO INTERGOVERNMENTAL COORDINATION ELEMENT Objective 8.17: Policies 8.17.1 to 8.17.3 (deleted); 8.17.1 to 8.17.6 (new) Objective 8.18: Policies 8.18.1 to 8.18.8 (new); 1.16.3 (amended 1.16.2); 1.16.4 (amended 1.16.3); 1.16.6 (amended 1.16.5); and 1.16.8 (new) Objective 8.19: Policy 8.19.1 (new) Public School F061144-- r�,.wn�.� ' °din tc 1 i3ianinn Objective 8.17 The City shall Eontinue to c[)ordinate with 11-he "Palm Beach County -------------- It at tt i o ii s h i with--the PaBeac School sfjj ° € d pate lLms aig "with develop ept of s facilities. Measurability: Number of applications for school eoneHFwn-eySCA.Q processed. Policy 8.17.1 'rhe -.1t shady abid theI 1 i. : School Board of Palm Beach (',_.'ountv. Palm Beach --- Palm _ for j � a .% 1 _ � �� x ley the, qty omm ss p op Felly ary 24, 201 co s s � t with th ss. . '',' h' . aiid F.S. aiid 163.318 F.S., with th the School st ict the (:_'Dent A-1c other Ion°gid overpme,11ts, shall. imII _t_1 11dij d � h-o-o-1. District of PaBeach _' t Five-Year :aa I l .. Sch dule into its Com i t aii" ik �jt JM11tovemeiits. Schedule. the School District w ith hiformatimi oiidevelo meiit mid.... d „ ft 1f i t ��� Ap�pids� d t t �t �� t sc o c Page 693 of 993 EXHIBIT A 3. School utilization Eplicy 7 TI al x the School c ids ensive h . Plan to facilitate deve o ment of school enrollment and shall. annuallyup ti � � �� � . its al ii-- c € diva Ii i ii an the Future an Use MaiU . it IISchool District's 0111'y riu facilIII ��� sure co i nc and com i b �i iix ii „ i-s- Iemn ... ]Fh I_'I steal. v de- Sc-hoo ... iii pai d oiii II- ... he ii . outlined in the 2016 Interlocal al inaton I II I I ' xIIIII III but not limited to: 1. Certificates of Occupanii for new�residential-units. AdoII future and use amendments an � II i ... „ , L , cludiamendmto lei I nt odes. � �� IredevelopmentIo .. .. Lomi -ear. IL c ' The I I aII p tly iL comment oil c iii l .�........I Ix I have impact-on-the II o facilities Tj!t..... II iden. IIIof district. ifI � ji � Ii-school � i I � �� i Th I I I conditions i ion i ordinances i resolutions to mitiftatedvete"'i q'1 the School District as the I-'I . � s ��_p-pSqrKhkttt with local governments and the School District n em 'j,- ci'ene ii issues 'which i ----------------- consideration c ii „ i cIdaIi n of 2. Enhanci11g_pjjj,2jic---awareness--of--evacuation---zones,shelter location.s and evacuation routes: II .jA: schools his I Ilard inala i r ............................................. I Ii j CYevents . i rhe _- all taNl s at process coordination viii colla orati n with the School District in IIS lanni an itini bli school facilities. Page 694 of 993 EXHIBIT A Pok 'rhe its shall coordinate an vide-for--. ij w--off L I I � the S o District� �u � Lie, xInviescl ------------- facilities with surroundinif, land u-se-s and the y°oma - ... with schools. ... notice ... School District itsintent An da determination �c� � � �� the future a district and the, �� nx e Plan. 'rhe C.. " comments maa-� d -es-s--the..--a- a� abili ...... . Rt �s�sa ��� � --pl nneinfrastructurean -co-location� the p ifivwit other facilities such as libraries and communitv-c-enters., l i i d iii the "" i a . , ii�t. School Board of Palm Beach C.',ountv Palm Beach C.'bunt. ---------- 11. not be located on sides that involve sit""'l i � nt i � environmental � �i � i cp ourc I the impacts-on these conditions--or-resources-ca�� not 1)e appsgr ttly I ____Propgt € s �� � shell � � ��� k ..... . Pith the add or, .plilps of the South Florida Water Ma a 2nt; !!cable Stormwater Utility ye District. locations shall comply the Coastal Mana4gement Element of the C � �gjjf f n of sch2ofIg imate--to urban residential areas a s other ai ik �Ind-filture, land ease b 1. AA f � the School District in d n I ing- fundi. construction shynalization, access sus sad : sewer dr and other infrastructure imprgy!� Page 695 of 993 EXHIBIT A 2. Providinf, for the review for all. school sites as indicated in iLO—ficyi-A-8-:1 A112ove'l—all-011-1 3. Considerini.g.- elementary i n term e di ate and se con djjjy___!,tchool uses as an allowable use in most future land use desi nafions and zon' districts. ----------------- �!j.nate with the School District for the ----------- ------------------------------------------------------------------------------------------------------------------------- collocation of imblic faci it,] such__as and --p ........... communitv centers with -schools to the extent.possil-pl as sites for -------------------- �, .jjbfic facilities and schools are chosen a de e nd__ v 12mrill ------------------------------------------------------------------------------------------------------------- -------------- Q1311: �]LIVE8.19 "I rhe f coordination and !L ---------------------------- collaboration with Palm Beach C.',ountv and t�'e""School--Dist-.rict--iii the School District and Palm Beach Coilft to finpr 14r -L methodolo !jj7±_j _p gj _ijtt ij! ----------------------------MY and enhance coordination with the plans-of-the School District and !!Ctiolls' shall. be revised annually to ensure that new residential LievelopRjent and redevelop 211 information ') the --------------------------------- giunici ties and the Count as well as cha demo -----------------------------------------------t a conditions are reflected in the updated-p ------------ 4444-"-.4-74 The (-;4-C'I C-V oj�nton BeaEh Shall E6E)FA;RaW-N%44_41.-'--".e CE11661 Ily -1 in ofEle-F to- ava;1al'I 4. e r-.; We SEflool EapaE;4- J 4-11 P;S 1--;E 4- t .1y -Y Rle _E.loo. I PF.;E)F EO jSSnjRg any s;If A A -4-; te speEifiE evelopment or-der-4of new Fest-e-l-lal ffRA-S-; -2 GOOFAnlat- pjanjj4 IA, 9-11 C --l-t; ffig -.e Sehool PiSIEREt Fe F-F--an p J—' - I .- eE ons of de-velopment and Fe Aevelopment foF the Eoming yeaf, .;RfFaS4--nE4- . A ,tire Fequir-e to 5pp--4---l-001 faE;1;44es an-' amendments t 1 tothe 14reland_ffs� element, and7 CIO- tobe-F 4 eaEk -a-Aning infORRO40ff Feb-ffif-AiRg C_-FIR. y 11-F-Illy 11 _.. en al un.; S. 120 hEy 11.17. ) rr ;ty I ma; I I.e S..a int i Iffin Ole established .()Eess of E00fdination and Eojjal-o.Fa4-4oR W;4-h 4-1 e -4 A A— Q-11 Page 696 of 993 EXHIBIT A PistfiEt in the planning and siting of publiE sEhool faEilities in for the EolloEation of c"Ne-1 -1-1, 11 Page 697 of 993 EXHIBIT A III. PROPOSED AMENDMENTS TO CAPITAL IMPROVEMENTS ELEMENT Objective 9.2: Policies 9.2.3 TO 9.2.5 (deleted); 9.2.6 and 9.2.10 (amended) oFdefs, development per-mit Is Of 4evelopmentapp upon the SEhool Pish-iEt-of Palm Bead'- the CC A 1-11 of P-alffi BeaEk Count-Y, that e pfoposed development will-R+eet4he existing- single family legal .0ts of r-eEoFd. ...e Y hall Eonsi-lef as Eommi"Red - ex.; mg 4...e pu-..;E SE-oo. of the Capital impfovement Element of 14- —Aty, y Be 1. r1ompfehensive Plan. Policy 9.2.6 The availability of public facilities shall be determined and measured for the required public facility types using the following Level of Service (LOS) standards: Page 698 of 993 EXHIBIT A The level of service standard for all schools slall be 440 percent unless the school is the subject of a School Capacity Study ISCS' under-taken ly 04 440% u44z-a�. �o school shall' eperate in excess of 420% utilization. The SCS shall be required if _- school in the first student count of the second semester reaches 408% or higher capacity- Policy 9.2.10 The City shall continue to coordinate capital improvement projects with plans of agencies that provide public facilities within the City as follows: T7„1RliE School Facilities. The City shall provide the School PistfiEt with annual infefffiati needed to maintain sEh eel concurrency, including information required for the School PistriEt to establish -2. l_e--el of service update and FvtEe area criteria and standaf&3 and 57 School utilization, Page 699 of 993 EXHIBIT A IV. PUBLIC SCHOOL FACILITES ELEMENT (DELETED l ATO D D rXTOtr system -7 fi-Iffe en. a. Si-Aent gf-03JVt-h at the adopted lei f__ ___U Eetint of 1-1- , or-higher-EapaEit�- 71n®/ ++, ,,tea-11 c h , ,, ;r+,; +rhn„ nr+the fn;,,,f f that r h , ,, to he epefat4ng within 4 to the '-"a pi tal FaEiiiities Pfogfam. 11.11 as a r-esult of the . el--f ;v,na-;.-tn isma A4- +&,n+ ++. , rn+. , ,1 will e*Ee,a 11 n®/_ and Ean amen 14 A 4- e to-fefleEt4he new LOS foF that sEhool typeffl that SA. ly Page 700 of 993 EXHIBIT A and Fedevelopment 1.7 0 TeaEhef/student fal--4es3 and ofe LY , LY iefe uF;Rg that time shall nol on LY Table of this element MEI wide basis, as dep El OR Map an— ox this element. x the inteFloEal ngfeem nt-, 14 land uses in the afea. 2. EaEh CC A shall demonstfate that! Page 701 of 993 EXHIBIT A and 3. ;r+` + �. ;++, r 'I r-'2 nV,n, n,r +„ ++, , b Page 702 of 993 EXHIBIT A at the adepted level of sefviEe 'let: all sEheels -11 ---1- fef eaEh CC®; N Z44 Di 14 of &JuEatiow, of as defined - et-ke of lute to Fin an,.-Amendment to a apital impfevement Element fie.- m EeffiplianEe as not 1---eixib- upon 1-he oEEtir-renEe and I-F 1-he duFalion for- the follovAng Eon o 144o C itm of IT QQ. 1. I-NnEe suspended, for any of 4--'-.e a-eve r-easons, E(MEturEnEy shall e dition that the suspension has been mes -.e Eon Eause ®r hnvnnn� 4. if a l2fogfam Evaluation Repefl-FeEemmend-l- 4-1-A Page 703 of 993 EXHIBIT A initiate a lompfehensi-xe Plan Amendment to tefmivate—jehoe4 To provi - for ,ibl(! anj -411 __Uv_1ze and maintain the adopted leve A p4- planning peFiod. faEi;hkes3 of- ten.With the adopt We stafkdarl& Page 704 of 993 EXHIBIT A Capital impfevement "_17 1 4- MH6 vi A-Gi lit F q,2rq,7._„Q Planned ifi—f-r-astFuctwe and public fa-61--fi-eso .,h StIffenn-4n, _y of Pfamage PistfiEt. Page 705 of 993 EXHIBIT A apphEal-I 1-11 1011 1 1 above•, and, lanause alE planning with development of publiE school facili-fi-e- -luU on januaf2y_25,_20101411 443.3-1 Q0 - .c , , , , Page 706 of 993 EXHIBIT A to the "11-wiRt. ly 4. ConEtnrenEy ,6. pper-alion and effeEfiveness of Rhe f-onEtnrenEy ; 4. SEhool siting 2. Level of ser-v.;Ee update and ; 3. joint app-oval of Rhe enfollment pfojedbons an-, shall --11— A,j-p 4-1,;, ;nfofffiation. 11 annually _F-_ uppeft the -I evelopment of the sAL-7 4-o Eomment men ments7 Page 707 of 993 EXHIBIT A zones,issues swind. leEafi—I --Rd shell--errs, to alloW SEhoojS 4 emer-geney events. BeaEh Collr population projectionsT whiEk shall he amen-4e-4 annually an-4 p-Fovided to 1.4 e S-Ehool Pistfkrtr pfeve Rhis methodology and Ile Fev; A 11 iewed by all signatonies 4—.e in"r-govemmental Plan ittee , Page 708 of 993 I ORDINANCE NO. 19 - 2 3 AN ORDINANCE OF THE CITY OF BOYNTON BEACH, 4 FLORIDA APPROVING AMENDMENT TO THE 5 COMPREHENSIVE PLAN TRANSPORTATION 6 ELEMENT CREATING FRAMEWORK FOR POTENTIAL 7 FUTURE ESTABLISHMENT OF A MOBILITY FEE; 8 PROVIDING FOR CONFLICTS, SEVERABILITY, AND 9 AN EFFECTIVE DATE. 10 11 WHEREAS, the City Commission of the City of Boynton Beach,Florida("City")has 12 adopted a Comprehensive Plan pursuant to Ordinance 89-38 in accordance with the Local 13 Government Comprehensive Planning Act; and 14 WHEREAS, the Currently, Boynton Beach and other county municipalities are 15 subject to Palm Beach County concurrency, road impact fees and proportionate fair share 16 regulations; and 17 WHEREAS, negative aspects of transportation concurrency systems, such as their 18 focus on roadways, inequitibility and promotion of sprawl have been generally recognized; 19 and 20 WHEREAS, Florida statutes encourage local governments to repeal transportation 21 concurrency and adopt an alternative mobility-based funding system that allows developers 22 to pay a fee as mitigation for their transportation impacts; and 23 WHEREAS, the proposed amendments add thirteen new policies for the 24 Comprehensive Plan's Transportation Element, creating a framework for potential 25 implementation of a mobility fee; and 26 WHEREAS, this revenue generator could ultimately allow the City to start funding 27 the full range of the needed multi-modal transportation improvements within its boundaries. 28 WHEREAS, within the area designated for its implementation, the future Mobility 29 Fee may replace the Palm Beach County concurrency system, the County's road impact fee 30 and the proportionate share requirements; and 31 WHEREAS, after public hearing, the City Commission deems it to be in the best 32 interest of the inhabitants of the City to amend the text of the City's Comprehensive Plan as 33 provided herein; and 34 WHEREAS, the City Commission finds that the adoptions of these Comprehensive C:AProgram Files(x86)\neevia.com\docConverterPro\temp\NVDC\4826713C-69DA-4COB-8820- B 186l C8C65E0\Boynton Beach.16089.1.Comp_Plan_Text_Amendment (mobility_fee)_- _Ordinance.docx 1 Page 709 of 993 I Plan Amendments are in the best interest of the health, safety and welfare of the citizens and 2 residents of the City of Boynton Beach. 3 NOW THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF 4 THE CITY OF BOYNTON BEACH, FLORIDA, THAT: 5 Section 1. The foregoing Whereas clauses are true and correct and are now ratified 6 and confirmed by the City Commission. 7 Section 2. That the Transportation Element of the Comprehensive Plan is hereby 8 amended creating framework for potential future establishment of a mobility fee by adding 9 the words and figures in underlined type and by deleting the words and figures in struck- 10 through type, as follows: 11 12 See Exhibit"B" attached hereto and incorporated herein 13 14 Section 3. All laws and ordinances applying to the City of Boynton Beach in 15 conflict with any provisions of this Ordinance are hereby repealed. 16 Section 4. Should any section or provision of this Ordinance or any portion 17 thereof be declared by a court of competent jurisdiction to be invalid, such decision shall not 18 affect the remainder of this Ordinance. 19 Section 5. The effective date of this plan amendment shall be: The date a final 20 order is issued by the Department of Economic Opportunity finding the amendment to be in 21 compliance in accordance with Chapter 163.3184, F.S.; or the date a final order is issued by 22 the Administration Commission finding the amendment to be in compliance in accordance 23 with Section 163.3184, F.S. 24 25 FIRST READING this day of , 2019. 26 27 C:AProgram Files(x86)\neevia.com\docConverterPro\temp\NVDC\4826713C-69DA-4COB-8820- B 186l C8C65E0\Boynton Beach.16089.1.Comp_Plan_Text_Amendment (mobility_fee)_- Ordinance.docx _ 2 Page 710 of 993 I SECOND, FINAL READING AND PASSAGE this day of 2 2019. 3 4 CITY OF BOYNTON BEACH, FLORIDA 5 6 YES NO 7 8 9 Mayor— Steven B. Grant 10 11 Vice Mayor—Justin Katz 12 13 Commissioner—Mack McCray 14 15 Commissioner—Christina L. Romelus 16 17 Commissioner—Ty Penserga 18 19 VOTE 20 ATTEST: 21 22 23 Judith A. Pyle, CMC 24 City Clerk 25 26 (Corporate Seal) 27 28 29 CAAProgram Files(x86)\neevia.com\docConverterPro\temp\NVDC\4826713C-69DA-4COB-8820- B 186l C8C65E0\Boynton Beach.16089.1.Comp_Plan_Text_Amendment (mobility_fee)_- _Ordinance.docx 3 Page 711 of 993 EXHIBIT B PROPOSED AMENDMENTS TO TRANSPORTATION ELEMENT Objective 2.6: Current Policies 2.6.1 and 2.6.2 deleted; 2.6.1 to 2.6.13 new, added Objective 2.6 The City shall provide for private sector responsibility to implement project related transportation improvements, including bicycle, pedestrian, and public transit infrastructure7, particularly within the TCEA, ��`=- t'�`ii,a�sa '7�� r -£ ✓ . -�i`�Y` � V _ '-YS-"- - � --�i`' .ars '7 w9l d-s�u�� nm, 8.t Policy 2.6.1 The Citv mav seek to repel and replace Palm Beech County transportation concurrency, proportionate fair-shire and road i pact foes with a Mobility Fee based upon a Complete Streets Mobilit I'lanm The City mav also apply a Mobility Fee to the city-maintained facilities, reveahnR City transportation concurrency and proportionate fair-share applicable to local roadways. Policy 2.6.2 The Mobility Fee may be implemented and adopted citywide or MAy be adopted only for specific areas or districts within the Q!y. For each such specific area or district, an adopted obilit-y Fee shall replace both Pal Beach County transportation concurrency, proportionate fair-share and road impact fees and City transportation concurrency and Proportionate fair-share. Policy 2.6.3 The Complete Streets Mobility Ilan and Mobility Fee mav be adopted by resolution of the City Commission. The Mobility Fee would Ro into effect per the provisions of the Mobility Fee ordinance. Policy 2.6.4 Should the City Commission elect to adopt a Mobility Fee, the City, within one year of adoption of the implementinR Ordinance,shall update the Transportation and Capital hnprovement Elements of the Comprehensive Ilan to reflect the repeal of transportation concurrency proportionate fair-share and road impact fees and update policies related to level and duality of service standards, complete streets, c�p�cit determinations, backlogged facilities, transportation and associated Page 712 of 993 EXHIBIT B multi-modal policies and other elements addressed in the Complete Streets Mobilitv Ilan. Policy 2.6.5 The Complete Streets Mobility Ilan shall include provisions that address ability between destinations and should address accessibility to, from destinations, and between modes of travel. The improvements in the Ilan shall be based upon the expected, anticipated or desired increase in new development, infill development and redevelopment by the established horizon near and the associated increase in vehicular and person travel demand. The Complete Streets Mobility flan shall include Quality and level of service standards for all modes of travel. Policy 2.6.6 The City, as part of a Complete plete Streets Mobility flan, may adapt ualit and/or level of service standards for pedestrians, bicycle, transit and other multi-modal facilities included in the flan. C ualit-Y of Service standards shall be related to the overall travel experience of the user with higher standards established in areas where wallcin , bic clingy, transit and other non-vehicular modes of travel are encour°a ed. Level of Service standards shall be related to the width or size of pedestrian, bicycle and non-vehicular facilities with wider and lar° er° facilities in areas where non-vehicular modes of travel are encouraged and frequency of transit service with Rreater frequencies and spans of service in areas where transit is encour°a ed. Policy 2.6.7 The Complete Streets Mobility flan mav serve as a Master flan for roads and transit within the City, and also function as a Bicycle, Pedestrian, Trails, Blueways, Greenways and other non-vehicular modes or travel Master flan. m Policy 2.6.8 The Complete Streets Mobility flan mav also incorporate provisions for reduced heat island effects and improve air duality thr°ouh trees and landscaping and to reduce stor water°run-off and water duality thr°ou h the rote ration of low impact development techniques, bio-swales, rain ar°dens and other Rreen techniques that can be incorporated into the planning, design and construction of transportation improvements. Policy 2.6.9 The Complete Streets Mobility flan may include policies related to land use to encour°a e multi-modal supportive development. The flan may also include provisions that allow for reduction in development par°ldn requirements in recognition of car and bicycle sharing in complete streets. , and parkinR str°ate ies that reduce parkinR requirements for fixed-use, multi-modal development and affordable housing. Policy 2.6.10 The Mobility dee would be a one-time assessment on new development or redevelopment that results in ani pact to the transportation sa ste Page 713 of 993 EXHIBIT B throw h an increase in vehicular trips or vehicular miles of travel or an increase in_person trips or person miles of travel. The Mobilit@ Fee, consistent with State Statute, shall be required to meet the dual rational nexus test and shall be reasonably attributable to the travel demand impact of new development infill and redevelopment. Policy 2.6. 1 The Mobility dee mav include provisions to encoura e and incentivize new development, infill and redevelopment within targeted areas of the City. The Mobility dee mav also include provisions to encourage affordable and workforce housing, mixed-use, inti-modal supportive development, and desired land uses that increase employment and attract economic development. Policy 2.6m12 An application for private development may not be required to pay a Mobility dee and also meet transportation concurrency, proportionate- fair share and road impact fees to the extent the Mobility dee address the same facilities and travel demand impacts as would be addressed through the application of transportation concurrency, proportionate- fair share and road impact fees for City and/or County or State maintained facilities. Policy 2.6.13 In consideration of a future Complete Streets Mobility Ilan,the City may review the Land Development Re Mations to consider incentives for and accommodate the needs of compact four and two wheel vehicles (such as hybrids, smart cars, and vespas/scooter°s, etc.) by assessing the parldng requirements and other provisions of the code. Page 714 of 993 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 19-008 STAFF REPORT TO: Chairman and Members Planning and Development Board FROM: Hanna Matras Senior Planner THRU: Ed Breese Planning and Zoning Administrator DATE: March 8, 2019 PROJECT: Comprehensive Plan's Text Amendments (CPTA 19-002, School and Transportation ) REQUEST: Approve text amendments to the Comprehensive Plan, including: (1) Future Land Use, Intergovernmental Coordination and Capital Improvements Elements, reflecting elimination of school concurrency and deletion of the Public School Facilities Element; and (2) the Transportation Element, creating framework for potential future establishment of a mobility fee. City-initiated. PROCEDURE The proposed text amendments to the adopted Comprehensive Plan policies are subject to the Expedited State Review Process per provisions of Chapter 163.3184(3) and (5), Florida Statutes. The Expedited State Review Process applies to all comprehensive plan amendments, except for small-scale map amendments and amendments that must follow State Coordinated Review Process, such as those based on the Evaluation and Appraisal Review (EAR). If the City Commission approves the proposed amendments, they will be transmitted for review to the State Land Planning Agency (currently DEO, Florida Department of Economic Opportunity), and to other state and regional level commenting agencies as required by Florida Statutes. The amendments are anticipated to be adopted in July 2019. Page 715 of 993 Page 2 File Number CPTA 19-002 School Planing and Transportation SUMMARY OF PROPOSED AMENDMENTS I. ELIMINATION OF LANGUAGE RELATED TO SCHOOL CONCURRENCY Background The amendments pertaining to elimination of school concurrency are based on the provisions of the "Interlocal Agreement Between the School District of Palm Beach County, Palm Beach County and Municipalities of Palm Beach County for Coordinated School Planning" (Coordinated Planning Agreement), dated December 15, 2016. Boynton Beach became a participant in the said agreement on February 20, 2016 (Resolution 16-034). The Coordinated Planning Agreement replaced a 2001 interlocal agreement that coordinated countywide school facility planning through school concurrency. The coordination involved sharing information on development proposals and approvals, school siting and population projections to plan for future school needs. The new Coordinated Planning Agreement focuses on data sharing already in place, while the school level-of-service and concurrency has been eliminated (it is no longer required by Florida Statutes). The agreement sets up a process through which residential projects are reviewed by the School District for determining capacity. Proposed Amendments The amendments propose to: • Transfer the coordinated school planning objectives and policies from the Public School Facilities Element to Intergovernmental Coordination Element; • Delete the Public School Facilities Element; and • Change reference language in the Future Land Use Element and Capital Improvements Element to be consistent with the new policies. The changes in strike-out and underline for each Element are provided in EXHIBIT A. Please note that the subject amendments align with the Palm Beach County Comprehensive Plan text amendments (State Land Planning Agency 17-1 ESR) adopted on April 26, 2016. II. PROPOSED LANGUAGE IN SUPPORT OF A MOBILITY FEE Background Concurrency for public facilities was brought about by the 1985 Growth Management Act. It requires that public facilities and services needed by new development be available concurrent with impacts of new development. For transportation, it means that adopted level of service for roadways be maintained. Page 716 of 993 Page 3 File Number CPTA 19-002 School Planing and Transportation Over the last decade, as the unintended consequences of the transportation concurrency—including promotion of urban sprawl—become increasingly obvious, the concurrency-related statutory requirements were gradually modified, moving from regulating capacity towards the emphasis on planning for mobility: • In 2009, the Florida Legislature eliminated the requirement for transportation concurrency in most urban areas, and directed that a study of transportation mobility fees be performed; • In 2011, the state requirement for transportation concurrency for the remaining areas was also removed, but the statutes allowed local governments to continue transportation concurrency if they so desired; • In 2013, the Florida Legislature changed the law to encourage local governments to repeal transportation concurrency and adopt an alternative mobility-based funding system that allows developers to pay a fee as mitigation for their transportation impacts. A number of Florida counties and municipalities transitioned or are considering transitioning from the traditional transportation concurrency, roadway impact fees and proportionate share requirements to a mobility fee, a one-time mitigation payment on all new development for its impact on the transportation system. Fee calculation methodologies may differ; however, a mobility fee-based funding system must comply with the same "dual rational nexus test" applicable to impact fees—i.e. (1) there must be a reasonable connection between the improvements to be funded and the impact of development; and (2) New development that pays the fees must receive a benefit from the payment. The system's "rational nexus" can be based on the objectives/premises embedded in a variety of local government's planning documents, such as a mobility plan, a comprehensive plan, or redevelopment plans that identify programs or projects tied to projected future conditions. Per the statutory requirements, the mobility fee revenue must be expended to implement the needs determined by the plan(s) that serves as the basis for the imposition of the fee. The mobility fee is thus tied to the local planning objectives. Local governments are allowed considerable flexibility in the use of collected fees—they can be invested in full range of multi-modal mobility improvements, including transit, bike lanes, sidewalks, trails, as well as roadways. The mobility fee is also fair to developers, who would only pay for impacts created by their project. The concurrency system bases its fees on the impact of development on roads: no fees are charged until the roadway is deemed over capacity, so the last developer is forced to pay for all of the improvements required to accommodate his/her development, as well as for those that accommodated all the predecessors. Proposed Amendments The proposed amendments would set up a framework for implementation of a Mobility Fee, which would ultimately allow the City to generate revenue to fund the needed Page 717 of 993 Page 4 File Number CPTA 19-002 School Planing and Transportation transportation system improvements within the City's boundaries The amendments include thirteen new policies for the Comprehensive Plan's Transportation Element (see EXHIBIT B). All would be placed under the existing Objective 2.6, which pertains to private funding of multimodal mobility improvements. The objective's TCEA language would be deleted, as well as its two existing policies. Within the area designated for its implementation, the future Mobility Fee would replace the Palm Beach County concurrency system, the County's road impact fee and the proportionate share requirements. It would also trigger rescission of the City's concurrency and proportionate share regulations applicable to the local (City's) roadways. The proposed framework is consistent with the statutory requirements of Section 163.3180, including that a Mobility Fee: • Must comply with the rational nexus test applicable to impact fees; and • Must fund the needs of the plan that serves as the basis for its imposition. The City would base the future Mobility Fee on a yet to be developed Complete Streets Mobility Plan, which will determine the type, location, and scope of the needed improvements. The Mobility fee could be implemented in specific areas or citywide. The implementation of the Mobility Fee would require further updates to the Transportation and the Capital Improvements Elements and subsequent amendments to the Land Development Regulations. RECOMMENDATION Staff recommends that the City Commission, acting in its capacity as the Local Planning Agency, approve the proposed amendments for transmittal to the State Land Planning Agency (Florida Department of Economic Opportunity) and reviewing agencies. ATTACHMENTS S:\Planning\SHARED\WP\SPECPROJ\Comp Plan Text Amendments\CPTA 19-002 School&Transportation\P&D\Staff Report CPTA 19-002 School and Transportation.docx Page 718 of 993 8.E. PUBLIC HEARING 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve Major Master Plan Modification (MPMD 19-001)for Boynton Beach Town Square to amend the number of allowed dwelling units, revise project phasing, add a shared parking study, revise the proposed use of Building "B", increase the number of hotel rooms, and to add additional height to Building "C". Applicant: James S. Gielda, JKM Developers, LLC EXPLANATION OF REQUEST: The subject area covers four blocks, bounded by Seacrest Boulevard on the west, NE 1St Street on the east, Boynton Beach Boulevard on the north and SE 2nd Avenue on the south. It includes seven (7) parcels, some being owned by the City of Boynton Beach and some owned by JKM Developers, totaling 15.04 acres. Portions of the site are currently under redevelopment as the first phase of the approved master plan is under construction. The applicant is proposing the following modifications to the approved master plan: • Reduce the number of allowable dwelling units from 705 to 575. • Revised Master Plan Phasing in part, to introduce a 4th phase to include the hotel. • To support the provision/sharing of parking spaces based on a Shared Parking Study. • Revised the proposed use of Building "B" to designate it for 55+ age adult residents. • Increased the number of hotel rooms from 120 to 144. • Increased proposed height of Building "C" from 50 feet to 62 feet. The Planning and Development Board recommended approval of the item at the March 26, 2019 meeting. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? N/A FISCAL IMPACT: The Town Square project consists of a relatively complex arrangement among the P3 partners involving land transfers, building lease arrangements and construction responsibilities; however, it will ultimately result in a major enhancement of the City's property tax rolls. Additional financial benefits will be in the form of building permit and business tax and certificate of use revenues. ALTERNATIVES: None recommended. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: Given the size and attributes of the Town Square Development, it has been or is currently associated with several headings or pillars such as "Culturally Distinct Downtown", "High Performing Organization" and even "Energetic Downtown". Page 719 of 993 CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: N/A Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Staff Report Town Square Master Plan Modification Staff Report D Location Map Exhibit A® Location Map D Drawings Exhibit B ® Proposed Master Plan D Letter Exhibit C ® Request Letter D Attachment Exhibit D ® Shared Parking Study D Conditions of Approval Exhibit E ® Conditions of Approval D Development Order Development Order Page 720 of 993 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM ® PZ 19-013 STAFF REPORT TO: Chair and Members Planning and Development or THRU: Ed Breese Planning and Zoning Administrator FROM: Amanda Bassiely, AICP Principal Planner 17 DATE: March 20, 2019 PROJECT: Boynton each Town Square Major Master Plan Modification (MPMD 19-001) REQUEST: Approve a Major Master Plan Modification for Boynton each Town Square to amend the number of buildable dwelling units, revise project phasing, add a shared parking study, revise the proposed use of Building "B", increase the number of hotel rooms, and to add additional height to Building "C". PROJECT DESCRIPTION Property Owner: City of Boynton each &JKM Developers, LLC Applicant: James S. Gielda, JKM Developers, LLC Location: Mixed Use Civic Campus bounded by Seacrest Boulevard on the west, NE 1st Street on the east, Boynton each Boulevard on the north and SE 2nd Avenue on the south (See Exhibit A® Location Map) Existing Land Use: Mixed Use Medium (MXM) Existing Zoning: MU-3 (Mixed Use 3) Proposed Land Use: No change proposed Proposed Zoning: No change proposed Acreage: 15.04 acres Adjacent Uses: North: Right-of-way for Boynton each Boulevard and farther north, developed commercial properties classified Local Retail Commercial (LRC) and Page 721 of 993 Page 2 Boynton Beach Town Square MPMD 19-001 zoned C-3 (Community Commercial District); South: Right-of-way for SE 2nd Avenue, and farther south, 11 developed single-family homes, classified Low Density Residential (LDR) and Medium Density Residential (MEDR) and zoned R-1-A, (Single-Family Residential District) and R-2, (Single- and Two-Family Residential District); East: Right-of-way for NE/SE 1St Street; on the northeast side, a developed commercial property classified Local Retail Commercial (LRC) and zoned C-3 (Community Commercial); further south, a parking lot and Green Acres condominium, both classified High Density Residential (HDR) and zoned R-3, Multi-Family; further south, a vacant parcel and Ocean East Apartments, both classified Local Retail Commercial (LRC) and zoned R-3, Multi-Family; the Vivienne condominium on the south side has the same zoning but is classified High Density Residential (HDR); in the southeastern section, two developed single-family homes and a duplex classified Low Density Residential (LDR) and zoned R-1- A, (Single-Family Residential District). West: Right-of-way for Seacrest Boulevard; further west on the northwest side, the USPS facility and an office building, both classified Local Retail Commercial (LRC) and zoned C-2 (Neighborhood Commercial District); farther south, First United Methodist Church, classified High Density Residential (HDR) and zoned R-3, Multi-Family (on the part of properties fronting Seacrest Boulevard); south of W. Ocean Avenue, developed single-family homes and small residential rental properties, classified High Density Residential (HDR) and zoned R-3, Multi-Family. BACKGROUND The subject area covers four blocks, bounded by Seacrest Boulevard on the west, NE 1 St Street on the east, Boynton Beach Boulevard on the north and SE 2nd Avenue on the south. It includes seven (7) parcels some owned by the City of Boynton Beach and some owned by JKM Developers, totaling 15.04 acres. Portions of the site are currently under redevelopment as the first phase of the approved master plan is under construction. The applicant is proposing several modifications to the approved master plan. MODIFICATIONS Reduce the number of buildable dwelling units The approved master plan proposes a total of 705 units, a density of 47 units per acre, within three separate buildings. The applicant is requesting to reduce the number of dwelling unit being built to 575. Building "A", located along Boynton Beach Boulevard was approved with 225 dwelling units and is proposed to be reduced to 210 units; building "B", centrally located at the corner of NE 1St Street and East Ocean Avenue, was approved with 200 dwelling units and is proposed to be reduced to 104 units; and building "C", located along SE 2nd Avenue was approved with 280 dwelling units and is proposed to be reduced to 261 (see Exhibit B — Master Plan). The reduction of proposed dwelling units has reduced the proposed density from 47 du/ac to 38.2 du/ac. 2 Page 722 of 993 Page 3 Boynton Beach Town Square MPMD 19-001 The Mixed Use Medium (MXM) classification has a maximum density of 50 du/acre (with an additional Downtown TOD District's 25% density bonus) fulfills the recommendation of the CRA Community Redevelopment Plan warranted by the project's proximity to the core of the downtown and to the future station of the planned Coastal Link commuter train service. The proposed zoning district of MU-3 also has a minimum density of 30 du/acre. Revised Master Plan Phasing The approved master plan delineated three phases of development. The applicant is requesting to revise the master plan to include four phases. The previously approved "Phase Three" is proposed to be separated into two phases. Phase Three will now include Building A, Building B and the north parking garage and Phase Four will include the hotel (see Exhibit E— Conditions of Approval). Shared Parking Study The previously approved master plan did not include a shared parking study. The applicant is requesting that the attached shared parking study prepared by Kimley Horn be submitted for approval. Below is a summary of the parking study (see Exhibit D — Shared Parking Study): • The parking calculations demand for each of the individual proposed uses was calculated per Boynton Beach parking code to be 2,001 spaces. • The 55+ (age restricted) apartments parking demand was adjusted per the average parking supply rate provided in ITE Parking Generation, 4th Edition to be 1 space per unit (actual demand was 0.66 vehicles per unit). The adjusted parking demand was then determined to be 1,913 spaces, based upon the age-restricted calculation. • The adjusted parking demand ratios were then broken out to determine what proportion of this parking serves employees/residents and visitors using the ratios provided in ULI's Shared Parking, 2nd Edition • The visitor and employee/resident spaces were then broken out for each of the land uses. • Shared parking methodology was then applied using time-of-day factors published by ULI in Shared Parking, 2nd Edition. These factors represent the percent occupancy of each uses maximum / peak parking demand throughout the day. • Shared parking was applied separately to City uses and commercial/residential uses. • Valet spaces were separated out for hotel, retail, and restaurant and treated as 100% occupied at all times to provide a conservative analysis. • The maximum parking demand for any given hour of the day using shared parking was determined to be 1,562 spaces. • A 10% buffer was added to the maximum parking demand per City code to account for any unanticipated demand. With the addition of the 10% buffer (156 parking spaces), the recommended parking supply for the site is 1,718 spaces. • The master plan has been updated to provide a total of 1,787 parking spaces including the garages, valet, surface, and on-street parking. Based upon the parking study including the 10% buffer, 1,718 parking spaces would be required, resulting in an excess of 69 parking spaces, as noted on page 7 of the attached Shared Parking Study (see Exhibit D - Shared Parking Study). 3 Page 723 of 993 Page 4 Boynton Beach Town Square MPMD 19-001 Revised the proposed use of the Building "B" Building "B", located at the corner of NE 1St Street and East Ocean Avenue, was approved as a residential building with ground floor commercial. The applicant is proposing that the use be revised to allow age restricted housing for individuals 55 years or age and older (see Exhibit E — Conditions of Approval). There are 104 age restricted dwelling units, 18% of the total residential units proposed in Town Square. Increased the number of hotel rooms The proposed hotel was previously approved with 120 rooms. The applicant is requesting that the hotel be permitted to allow 144 rooms, an increase of 24 rooms. Additional height for Building "C" Building "C", located along SE 2nd Avenue, was previously approved to allow four stories at a maximum of 50 feet in height. The applicant is requesting that Building "B" be permitted to have a maximum height of 62 feet (five stories), an increase of 12 feet (one story). This request is within the maximum allowable height of MU-3, which is 75 feet, and will provide better screening of the parking garage. CONCLUSION/RECOMMENDATION As indicated herein, staff has reviewed the proposed requests and determined that they are in compliance with existing Mixed Use Medium (MXM) Future Land Use Classification and the existing zoning designation of MU-3 (Mixed Use — 3). Should the City Commission approve the requested Major Master Plan Modification, staff recommends including the comments in "Exhibit E" - Conditions of Approval. ATTACHMENTS S:\Planning\SHARED\WP\PROJECTS\TOWN SQUARE\Town Square Master Plan Mod MPMD 19- 001\StaffReport\TownSquareMasterPlan MPMD 19-001.doc 4 Page 724 of 993 CITY OF BOYNTON BEACH EXHIBIT A TOWN SQUARE LOCATION MAP NW i,'tt fj r NE 3rd Aver' k r• ft' , rt x Ir�i'a r ... b7 E' m '}4.� artll4l°a ; ss 1 i _ 4r+�ir�i`�'3L?k,}.'.............. 5th E Boynton Beach Blvd, in L. r i r NE 9s! ,,,,drttlro •jt � t,, rw }ar��C - � _ r I __ a � � '�(y' r�� 2 i`ti1,.,r„., '- r,�a �fr� fii��� t8" `�E OCean�Ave�.. ,,. . .v ��a 1 a ���vt. t rE[� '�.'• �, w ,ru a rnr � svax , Lith' Ix ,, 5Z KP ,yl aYt„,� t( t44 -------------- �r t 'r SE 2nd Ave ti s ti ll I J �j �1 q ' ry= ,r I, - ,.. r - ' a k St i )�fE f- N Legend W E Town Square S Future Coastal Link station 0 0.0125 0.025 0.05 0.075 0.1 Miles Transit Core Area Source:Palm Beach County GIS Digital Data 2006-2015 Copyright Palm Beach County Florida 2006-2015 Park Lane Condominium All rights reserved-Subject to a Licence Agreement Total Town Square area: 16.5 acres Page 725 of 993 IE o� bQ Lzo gw ui" �w 'a O?X w uE �n.r•.a ar o m 30 3' O (7 J JZ c uLUw 2 Z = a J J v L.a .. :.:s a c P EL ww Q u v I d MA w c p c put v .. �U a•oZ� w KC 'a F'� a Z'- a a a 9LI 'X o o N o a > r o } Cin Nu�`I aw a ❑E o_ �2a: IVU iV t 4 3i'C3 I 5 i+sf ll-3 4t 3i�S4ft GtlNh"Y b4dlt fkt j � �) = Y}� zrarra�ae ala awatner� �-� ' ( 1 { I I t^, rxb[Rt ti1Ni 7N pip CI ^ � .. ?49h9JRm£IiJC. ..f n A °....do9���"J 6 x r Mom .. c R �� a �C7 Cuj j w w UJI ate. a a wS d c s� ` < ro x o x . a 16'It P}� _ a 'JNIJINbd,+4 uj Mx n u zz oZL 8z� (41 o 3nb NVIDO -------------- E � A--- ;4• `lr' U, L nq 8m 'R€,u nm Is o r c Z CL X w OR W 3AV-IS l 3 N- e 0 rn a 2 e�2 W �— � w �' ® �43SYHd iyP z Ml V a � I 35tlWd� °7� 0 O z= 3 5°� s aCLw ;� } ` . -� oos I c- Map zn zn5 9NIOYOI r z- t 9 41q!4x3 EJ�^.aNlNt}! CL a,are'tJNe 3nr� M . Exhibit C DEV PERS March 18, 2019 " p° 4 Ms. Amanda Bassiely Senior Planner—Urban Designer { Development, Planning & Zoning t; k. City of Boynton Beach 100 E. Boynton Beach Blvd. Boynton Beach, FL 33435 E: BassielyAbb .us RE: Administrative Master Plan Amendment for Boynton Town Square Phase II, Parcel 7 (Resubmittal 93) Dear Ms. Bassiely: Please accept the attached Master Plan Modification (MPMD) resubmittal for the Boynton Town Square Project. The extent of the requested modifications has been updated to include the following items: 1. Amend the current 4 story, 50' height limitation for Phase II, Parcel 7, to 5 stories with a maximum height of 62'in order to create visually appealing rooflines with architectural elements of differing heights that will both shield the parking structure and add to the streetscape design; 2. Incorporate a new, revised Shared Parking Study prepared by Kimley Horn & Associates; and 3. Update the current Master Plan exhibit of record to show the following changes: • Revision of Phase 3 to reflect a Phase 3A and Phase 313; • Revision to the North Parking Garage to include an East Half and a West Half; • Revision to the Central Building to reflect a maximum of 104 DU of age- restricted units (55+) otherwise known as Independent Living • Designation of the Hotel site as a stand-alone Phase 4 • Master Plan updates to all density and SF. numbers for each Phase in order to correctly reflect each site-specific Site Plan • Addition of Loading Zones consistent with the current Site Plan applications 4. Include a Master Plan FAR Table Should you have any questions or require additional information,please feel free to contact me. Thank you. e a ;rpincjippal 102 NE 2nd Street,#203 ■ Boca Raton,FL 33432 ■ P:(561)886-6684 ■ F:(561)909-1326 www.jkmdevelopers.com Page 727 of 993 Exhibit D February 7, 2019 Revised March 1, 2019 Revised March 15, 2019 John K. Markey JKM Developers, LLC 2300 Glades Rd. Suite 202 East Boca Raton, FL 33431 Boynton Beach Town Square—Parking Evaluation Boynton Beach, Florida i fey Horn#044344003 Dear John: Kimley-Horn and Associates, Inc. has prepared the following letter to summarize the required parking calculations for the proposed Boynton Beach Town Square project. The site is located within the blocks bounded by Boynton Beach Boulevard, SE 1 sl Street, Seacrest Boulevard, and SE 2nd Avenue. The program of development considered in the calculations is summarized below in Table 1, Table I Boynton r - Proposed Development Land Use I Proposed intensity South arin Garage Government Office 109,085 SF Recreation Area 100,450 SF Studio/1 BR Apartments 154 Units 2+ BIR Apartments 107 Units North Hotel Garage and North Garage Hotel 144 Rooms Restaurant 8,512 SF Restaurant in Hotel 10,000 SF Retail 11,030 SF Retail in Hotel 5,000 SF Studio/1 BR Apartments 140 Units 2+ BIR Apartments 70 Units 55+Apartments 104 Units Historic High School/Recreation 500 Seats Center Children's Museum 8,288 SF Chilled Water Plant Fire Station - Magnuson House Idi Sim III M11111M EM Page 728 of 993 Page 2 Because this is a mixed-use site, the overall site parking requirements are anticipated to be met through shared parking between the uses on site. Those shared parking principles recognize that different uses on site experience their peak parking demands at different times of the day and therefore the overall parking requirement for the site is lower than the cumulative code requirement for each use on site. Therefore, the updated parking evaluation for the current stage of development has been undertaken in accordance with the methodology outlined in the Urban Land Institute's (ULI's) Shared Parking, Second Edition. BASELINE BOYNTON BEACH PARKING The baseline required parking was calculated for the individual uses on the site using the parking supply rates defined in the City of Boynton Beach's Code of Ordinances. Table 2 provides a summary of these parking calculations for each use in the proposed site. SHARED PARKING ANALYSIS Because the site is proposed to contain a mix of different land uses, a shared parking evaluation has been undertaken to determine the peak parking demand at any given time for the proposed site. This evaluation utilizes time-of-day demand variation data and analysis methodology published by ULI in Shared Parking, Second Edition. Time-of-day demand variation data for the Children's Museum is based on the hours of operation of the museum. Shared parking was applied separately between the government uses and the non-government uses. For this analysis, it is assumed that the peak demands for all uses occur during the same season of the year. No discounts or reductions have been assumed for seasonal variations in demand throughout the year. This assumption represents a conservative approach. Table 3 provides a tabulation of the parking requirements using Boynton Beach and ITE parking rates per use with ULI-published parking ratios to break down weekday vs. weekend requirements and visitor vs. employee parking requirements. The hourly variation percentages for the proposed uses during weekdays are summarized in Table 4A and the same evaluation for weekends is summarized in Table 48. According to the calculations undertaken using this methodology, the peak weekday shared parking demand is calculated to occur at 7:00 PM with a requirement of 1,562 parking spaces. On weekends, the peak shared parking demand occurs at 6:00 PM with a requirement of 1,539 parking spaces. With a 10% buffer, the required parking supply for the site is 1,717 parking spaces. Because 1,741 parking spaces are proposed on site, it is anticipated that the parking demand will be accommodated within the proposed parking supply. Table 5 summarizes the code-required parking, provided parking, and shared parking breakdown for each use. Page 729 of 993 KlmlepMorn Page 3 Table ITE ParkingCalculations �O N u1 M W � O Vt ry N N tO V N d � m Mm �I C Y a a` a v „q W N ..y N N YI O Sj N V N NO L L C O J l7 J J J j go E c 4 O p v w 0 O O m m 8i � N O J O 9 0 LL a LL Y w O O Q d C Y O d N a+ a+ +• 0 ` 0 O n m � � ry v N N V1 VI C C O N _ -E 7 O 7 > > N 0 yi N ti o 0 o m o - g `w c � V � L _ E m C o 8 E - w " E E Z ' m o c - d E L E B IE A _ m r r 'x 3 � c t7 z v"�i N 2 z c rc c01 ''' N x x -M111010 I Oil: u ta, 0 1ma Page 730 of 993 Page 4 Table 3: Unadjusted Parking Requirement I s � o O O dI m vl ry nl o ir1 ,I F i - � E II O CI I _ 7 Lv 6 i: o "I o ogos "I w W ¢`! ¢` E E E I w w W a ¢ y o 82 1 — 1 �f 4 o #6*eim � I Page 731 of 993 z „Ng,IT ON 1 o n-ld---1 1 o � o som �,ngNgavee o g 9 9N" s m S il Qo $ e oo � og���oo 3 �o � 9 9 e8� e�e� exx $ eeee � � $ � � x� g- -E g a i a ~o _ ci 8 d e T'l v� 3� E 3 o C otn t2 o f c > E> E> E S EZ4 _ E v E tE it m ry C E c E c a , ti 0 m a x Page 732 of 993 a S N � a a ���o o a oxe a foo^eo SNxg6-2—a—e BAR 3 e - sgg - ,�$o � og o8a�e e�g8g oSN$�e$ae ;eN xN m a m m Ol MIT T mw ms.sm ae ae x e o o =- 5 � F' E>E>E> E fl'fl a'I'>c ` E - E no p z v E u s m a o - j E w Page 733 of 993 Kimley)))Horn Page 7 Table 5: Peak Parking Summary Historic High School 125 1 Children's Museum 28 128 Required Per 101 Garage+ U Chilled Water Plant 4 Shared Parking 151 50 Surface Fire Station 11 151 Spaces Hotel 180 31 (7 Employees and 24 Visitors) Restaurant in Hotel 50 17(8 Employees and 211 Spaces(51 (Parked at 50%) 9 Visitors) 211 Retail in Hotel(Parked at 4(3 Employees and 1 Standard+160 Valet) 50%) 13 Visitors) Standard Garage(655 Standard+223 Hotel Valet Spaces 160 22(13 Employees Valet) Restaurant(Non-Valet) 85 22 50 Surface and 9 Visitors) Restaurant(Valet 566 Garage Spaces Spaces Spaces) - 63 63 Restaurant:85 Spaces (667 Spaces 34(10 Employees (22 Standard+63 without Hotel) Retail 55 34 Valet) and 24 Visitors) 225(204 Residents Age-Restricted Studio/1 BR Apartments 231 and 21 Visitors) 210 Apartments:99 Spaces 147(133 Residents Multi-Family:348 2+BR Apartments 151 138 Spaces and 14 Visitors) Retail:34 Spaces Senior Adult Housing 192 Per City 99(84 Residents and 99 Code, 104 Per ITE 5 Visitors) Subtotal 1,125 929 928 928 928 Government Office/City 364 Hall 162 Required Per Recreation Areal City 28 Shared Parking 391 364 Garage+O 800 Garage Park 436 Garage+ Spaces Studio/1 BR Apartments 254 247(224 Residents 244 59 Surface 59 Surface and 23 Visitors) 859 Spaces Spaces 2+BR Apartments 230 224(203 Residents 224 and 21 Visitors) Subtotal 876 633 832 859 859 Overall Site 2,001 1,562 1,787 1,787 1,787 10%Buffer 156 1,787 1,787 1,787 Overall Site with 10% 2,001 1,718 1,787 1,787 1,787 Buffer (1) 101 Garage spaces to be provided by Developer to City per contract between parties dated 311912018 (2) 364 Garage spaces to be provided by Developer to City per contract between parties dated 03119/2018 r ar -1II a Page 734 of 993 Page CONCLUSION As shown in this evaluation, the ULI-based shared parking evaluation indicates that the proposed parking supply will meet the parking demand associated with the proposed land uses. Should you have any questions regarding this analysis, please contact me at (561) 840-0852 or step han ie.kin lenCaki ley-horn.com. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Stephanie Kinlen, P.E. Transportation Engineer Florida Registration Number 84302 Certificate of Authorization Number 696 k:1wpb_tpto104431044344003-boynton master plan12019-02-27-boynton-square-parking.docx v a r + V�1 V4 v= Page 735 of 993 EXHIBIT "E" Conditions of Approval Project Name: Town Square Major Master Plan Modification File number: MPMD 19-001 Reference: 31d review of plans identified as a Maior Master Plan Modification with an March 18, 2019 Planning and Zoning Department date stamp marking. DEPARTMENTS INCLUDE REJECT ENGINEERING / PUBLIC WORKS/ FORESTRY/ UTILITIES Comments: Additional comments may be rendered at time of permitting. FIRE Comments: Additional comments may be rendered at time of permitting. POLICE Comments: All previous comments addressed at DART meeting. BUILDING Comments: All previous comments addressed at DART meeting. PARKS AND RECREATION Comments: None. PLANNING & ZONING Comments: 1. Combine "Phase 3A" and "Phase 3B" into one phase labeled X "Phase 3". 2. Revise Building B, Building A, and the north parking garage to be X a maximum of 75 feet as permitted within the MU-3 zoning district. 3. At time of permitting of Building "B" provide a recorded Deed X Restriction, designating the property as age restricted apartments for individuals 55 years of age and older. COMMUNITY REDEVELOPMENT AGENCY Comments: All previous comments addressed at DART meeting. PLANNING AND DEVELOPMENT BOARD CONDITIONS Comments: None. Page 736 of 993 Boynton Beach Town Square Major Master Plan Modification (MPMD 19-001) Conditions of Approval Page 2 of 2 DEPARTMENTS INCLUDE REJECT CITY COMMISSION CONDITIONS Comments: To be determined. ADDITIONAL REPRESENTATIONS/COMMITMENTS The applicant or applicant's representatives made the following representations and commitments during the quasi-judicial and/or public hearings that now constitute binding obligations of the applicant. The obligations have the same weight as other conditions of approval. SAP Ian n i ng\S HARE D\WP\P ROJ ECTS\TOWN SQUARE\Town Square Master Plan Mod MPMD 19- 001\StaffReport\ExhibitF_MPMD 19-001 COA.doc Page 737 of 993 DEVELOPMENT ORDER OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA PROJECT NAME: Town Square Major Master Plan Modification (MPMD 19-001) APPLICANT: James S Gielda, JKM Developers, LLC APPLICANT'S ADDRESS: 2300 Glades Road, Suite 202E, Boca Raton, FL 33431 DATE OF HEARING RATIFICATION BEFORE CITY COMMISSION: April 16, 2019 APPROVAL SOUGHT: Approve a Major Master Plan Modification for Boynton Beach Town Square to amend the number of buildable dwelling units, revise project phasing, add a shared parking study, revise the proposed use of Building "B", increase the number of hotel rooms, and to add additional height to Building "C". LOCATION OF PROPERTY: Civic Campus bounded by Seacrest Boulevard on the west, NE 1St Street on the east, Boynton Beach Boulevard on the north and SE 2nd Avenue on the south DRAWING(S): SEE EXHIBIT "B" ATTACHED HERETO. X THIS MATTER was presented to the City Commission of the City of Boynton Beach, Florida on the date of hearing stated above. The City Commission having considered the approval sought by the applicant and heard testimony from the applicant, members of city administrative staff and the public finds as follows: 1. Application for the approval sought was made by the Applicant in a manner consistent with the requirements of the City's Land Development Regulations. 2. The Applicant X HAS HAS NOT established by substantial competent evidence a basis for the approval requested. 3. The conditions for development requested by the Applicant, administrative staff, or suggested by the public and supported by substantial competent evidence are as set forth on Exhibit "C" with notation "Included." 4. The Applicant's request is hereby X GRANTED subject to the conditions referenced in paragraph 3 above. DENIED 5. This Order shall take effect immediately upon issuance by the City Clerk. 6. All further development on the property shall be made in accordance with the terms and conditions of this order. 7. Other: DATED: City Clerk S:\Planning\SHARED\WP\PROJECTS\TOWN SQUARE\Town Square Master Plan Mod MPMD 19-001\StaffReport\MasterPlanDO MPMD 19-001.doc Page 738 of 993 8.F. PUBLIC HEARING 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve Major Site Plan Modification (MSPM 19-002) for Town Square Phase Two in order to construct a 261-unit apartment building that wraps the southern garage approved in the Town Square Phase One site plan on a 3.94 acre site. Applicant: James S. Gielda, JKM BTS South, LLC EXPLANATION OF REQUEST: Mr. Gielda, agent for the J KM BTS South, LLC is requesting approval of a Major Site Plan Modification for the second phase of the Town Square Master Plan. Phase One included the construction of city hall and library building located on the southeast corner of Ocean Avenue and Seacrest Boulevard, a parking garage located on the north side SE 1st Avenue, right-of-way improvements, and public amenities. Phase Two consists of the residential wrap around the southern garage. The proposed building is 'U'shaped and is proposed to be built around three sides of the south garage, although it only attaches to the south facade of the garage. Between the east portion of the building and the east facade of the garage, and between the west portion of the building and the west facade of the garage, there are two amenity areas including a pool, outdoor kitchen, loggia and lawn area. The building consists of 261 dwelling units; 66 studio, 88 one-bedroom, and 107 two-bedroom apartments. The Planning and Development Board reviewed this item at its March 26, 2019 meeting at forwards it with a recommendation of approval. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? N/A FISCAL IMPACT: The Town Square project consists of a relatively complex arrangement among the P3 partners involving land transfers, building lease arrangements and construction responsibilities; however, it will ultimately result in a major enhancement of the city's property tax rolls. Additional financial benefits will be in the form of building permit and business tax certificate of use revenues. ALTERNATIVES: None recommended. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: This project is currently under the heading "Culturally Distinct Downtown" within the City's Strategic Plan, and has also corresponded with other headings or pillars as such as High Performing Organization. Given the significant size and anticipated impact on the downtown area, it could also correspond with topics or descriptions as"Energetic Downtown" and "Growing Jobs and Business Opportunities". CLIMATE ACTION: No Page 739 of 993 CLIMATE ACTION DISCUSSION: N/A Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Staff Report Staff Report D Location Map Exhibit A® Location Map D Drawings Exhibit B ® Project Plans D Conditions of Approval Exhibit D ® Conditions of Approval D Development Order Development Order Page 740 of 993 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 19-009 STAFF REPORT TO: Chair and Members Planning and Development Board TU: Ed Breese 40� Planning and Zoni g Administrator FROM: Amanda Bassiely, AICP Principal Planner DATE: March 12, 2019 PROJECT NAME: Town Square Phase Two (MSPM 19-002) REQUEST: Approve the Major Site Plan Modification (MSPM 19-002)for Town Square Phase Two in order to construct a 261 unit apartment building that wraps the southern garage approved in the Town Square Phase One site plan on a 3.94 acre site. PROJECT DESCRIPTION Property Owner: JKM BTS South, LLC Applicant: James S. Gielda, JKM BTS South, LLC Agent: James S. Gielda, JKM BTS South, LLC Location: The southern block of the Town Square Master Plan: bound on the west by Seacrest Blvd.; on the north by SE 1 st Avenue; on the east by NE 1 s, Street; and on the south by SE 2nd Avenue (see Exhibit "A" - Site Location Map). Existing Land Use: MX M (Mixed Use Medium) Proposed Land Use: No change proposed Existing Zoning: MU-3 (Mixed Use 3) Proposed Zoning: No change proposed Proposed Use; Multifamily Residential Acreage: 3.94 acres Page 741 of 993 Town Square Phase Two(MSPM 19-002) Memorandum No PZ 19-009 Page 2 Adjacent Uses: North: Portion of the approved Town Square Master Plan classified Mixed Use Medium (MXM) and zoned MU-3 (Mixed Use -3); South: Right-of-way for SE 2nd Avenue,and farther south, 11 developed single- family homes, classified Low Density Residential (LDR) and Medium Density Residential (MEDR) and zoned R-1-A, (Single-Family Residential District) and R-2, (Single- and Two-Family Residential District); East: Right-of-way for SE 1 st Street; father east are developed single-family homes and a duplexes classified Low Density Residential (LDR) and zoned R-1-A, (Single-Family Residential District); and West: Right-of-way for Seacrest Boulevard farther west are developed single- family homes and small residential rental properties, classified Medium Density Residential (MEDR) and zoned R-3, Multi-Family. PROPERTY OWNER NOTIFICATION Owners of properties within 400 feet of the subject request were mailed a notice of this request and its respective hearing dates. The applicant certifies that they posted signage and mailed notices in accordance with Ordinance No. 04-007. BACKGROUND Proposal: Mr. Gielda, agent for the JKM BTS South, LLC is requesting approval of a Major Site Plan Modification for the second phase of the Town Square Master Plan. Phase One included the construction city hall and library building located on the southeast corner of Ocean Avenue and Seacrest Boulevard, a parking garage located on the south side SE 1 st Avenue, right- of-way improvements, and public amenities. Phase Two consists of the residential wrap around the southern garage containing 261 dwelling units. Page 742 of 993 Town Square Phase Two(MSPM 19-002) Memorandum No PZ 19-009 Page 3 ANALYSIS Concurrency: Traffic: A traffic study was sent to the Palm Beach County Traffic Division for their information and review;they have responded that the project is located within the boundaries of the City of Boynton Beach TCEA (Traffic Concurrency Exception Area) and therefore meets the Palm Beach County Traffic Performance Standards.The traffic study was performed for the master plan as a whole, and indicates that the project would generate an additional 209 AM Peak Hour trips and 274 PM Peak Hour trips. School: The approved Town Square master plan has 705 dwelling units planned within Phase Two and Three. The School District of Palm Beach County has confirmed that area schools have adequate capacity to accommodate the potential public school students who will reside in the proposed dwelling units with their families. Utilities: The City's water capacity would meet the projected potable water for this project. Sufficient sanitary sewer and wastewater treatment capacity is also currently available to serve the project. The applicant will be making several upgrades to utility lines in the vicinity of the project as part of the site development along with the integration of the new District Energy Plant that was recently approved to provide a shared central cooling resource for building cooling systems. Police/Fire: The Police Department has reviewed the site plan and all review comments have been acknowledged by the applicant and will be addressed at the time of permitting. The Fire Department notes that they will be able to provide an adequate level of service for this project with current or expected infrastructure and/or staffing levels. Further plan review by Police and Fire will occur during the building permit process. Drainage: Conceptual drainage information was provided for the City's review. The Engineering Division has found the conceptual information to be adequate and is recommending that the review of specific drainage solutions be deferred until time of permit review. Access: The overall master plan conforms to a grid block configuration and allows for vehicular flow through the project; however,access is limited to public streets and garage entries. In order to complete a vehicular grid system, SE 1st Avenue is proposed to connect to Seacrest Boulevard. To achieve a `main street' concept and slow traffic, drop-off areas and angled on-street parking is proposed on Ocean Avenue.There are also two small surface parking lots; one located on NE 1 st Avenue and the other on SE 1 st Avenue to serve the commission chambers and the Historic Old High School. Paver sidewalks are provided along all right-of-ways and between buildings. The sidewalks along Seacrest Boulevard are proposed to be 10'6" in width, Page 743 of 993 Town Square Phase Two(MSPM 19-002) Memorandum No PZ 19-009 Page 4 within which street trees would be spaced in rhythm to provide pedestrians with shade. The sidewalks along SE 1 st and SE 2nd Avenue are proposed to be approximately nine (9) feet in width, within which street trees are also proposed. Parking: This phase of the Town Square Master Plan includes 261 residential units. A shared parking study accounts for all the required parking forthe master plan area. Refer to staff report MPMD 19-001 for parking information. (see Exhibit C- Conditions of Approval). Landscaping: The Plant List (Sheets LP-3) indicates that the project would add a total of 158 trees and palm trees, 1,189 shrub specimens, and 6,271 small shrubs/groundcover plants. All plant materials to be used in the landscape design are required to be Florida number one grade and must be identified as having "low" or "medium" watering needs in the South Florida Water Management's "Waterwise" publication. The proposed tree species would include the following: High Rise Live Oak, Silver buttonwood, Multi-trunk Crepe Myrtle, Shady Lady Black Olive, Orange Geiger Tree, Hong Kong Orchid Tree, Gumbo Limbo, and East Palatka Holly. Palm species would include Royal Palm, Sabal Palmetto, and Medjool Date Palm. Projects proposed in the Cultural District of the Community Redevelopment Area are encouraged to have a streetscape design which reduces the building setbacks and encourage building placement abutting the street,thus creating an urban setting.The purpose of the streetscape design concept is to create a landscape design that encompasses both the private and public domain, to blend the two areas into one unified landscape scheme and pedestrian experience. This is accomplished through hardscape and landscape choices, covered walkways (arcades, awnings,tree canopy),and streetscape amenities (benches, lighting, accent plantings). The landscape design proposed by the applicant depicts the use of street trees and a `front porch' design of the first floor of the residential building with the lower landscape material placed at points along the building foundation, in an effort to provide maximum clear pedestrian pathways. Building and Site: The proposed master plan site area totals 15.04 acres,while the site area of Phase One is 8.9 acres. The first phase of the master plan included all of the public components, such as, the city hall / library, the amphitheater / public open space, the southern garage, playground, Historic Old High School and open plaza on Seacrest Boulevard. Phase Two includes the southern residential building which wraps the garage approved in Phase 1. The proposed building is a `U'shape and is proposed to be built around three sides of the south garage, although it only attaches to the south fagade of the garage. Between the east portion of the building and the east fagade of the garage and between the west portion of the building and the west fagade of the garage there are two amenity areas including a pool, outdoor kitchen, loggia and lawn area. The building consists of 261 dwelling units, 66 units are studio, 88 are one-bedroom, and 107 are two-bedroom units. Relative to the floor area ratio (FAR) regulations within the code, the Mixed Use — 3 (MU-3) zoning district has a maximum FAR of 3.0 and a minimum Page 744 of 993 Town Square Phase Two(MSPM 19-002) Memorandum No PZ 19-009 Page 5 FAR of 1.75. Since several of the proposed buildings in the master plan do not currently have total square footage calculated, the FAR will be required and reviewed at time of Phase Three site plan submittal for compliance with the Land Development Regulations (see Exhibit C-Conditions of Approval). Building Height: The maximum building height allowed in the Mixed Use — 3 (MU-3) zoning district is 75 feet. The residential building has a structural roof deck at 50 feet and 9 inches and the top of parapet is 60 feet and 4 inches in height. The 6-story garage which is internal to the proposed building was approved at a height of 57 feet and 3 inches to the top of the parapet wall and the has a tower that reaches 68 feet and 2 inches in height. Setbacks: The MU-3 zoning district requires no building setbacks, but rather a zero (0) foot build-to line. However,the building setbacks may be increased up to 15 feet administratively,without benefit of a Community Design Plan Appeal, in areas where the intent is to 1) enhance public spaces such as sidewalks, plazas,fountains, or outdoor seating areas;2)optimize landscape design;3) maximize on-site drainage solutions; and/or 4) accommodate architectural features and building enhancements. This requirement would apply to all building facades fronting on a street. Right-of-way dedications are required along all adjacent streets (see Exhibit C - Conditions of Approval). The building setback is measured from the proposed property line to the exterior surface of the building or supporting columns. Along Seacrest Boulevard the proposed building is setback 12.6 feet; along SE 2nd Avenue the building is setback 1.9 feet; and there is a 14 foot setback from SE 1 st Street. Amenities: As stated above, the site plan depicts two (2) private amenity areas, the one between the east portion of the building and the east fagade of the garage contains a landscaped lawn, walkways, benches, and public art. The amenities are between the west portion of the building, and the west fagade of the garage contains a swimming pool, pool deck, outdoor kitchen and loggia. The overall Town Square Master Plan includes a space labeled"The Green", a proposed 55,383 square foot public amphitheater and open space, "Kapok Park" a 27, 688 square foot open space at the corner of Ocean Avenue and Seacrest Boulevard, and a 6,966 square foot playground on the north side of the Children's Schoolhouse Museum. The existing 5,500 square foot plaza located on the south side of the Children's Schoolhouse Museum will remain. Sidewalks and street trees are proposed along all right-of-ways and active areas are proposed along all main streets. The plan also identifies an extensive pedestrian circulation system throughout the site. Phase Two includes two (2)driveway that are in-between the residential building and the parking garage. These driveways lead to the entrance of the garage, drop- off porte cochere, and surface parking, however there isn't a pedestrian route from the building to safely enter the garage. Staff recommends extending the proposed sidewalks south placing a crosswalk for pedestrians (see Exhibit C — Conditions of Approval). Page 745 of 993 Town Square Phase Two(MSPM 19-002) Memorandum No PZ 19-009 Page 6 Design: The proposed building has a coastal contemporary design, featuring a smooth stucco finish, parapet roof with tower features, decorative cornices and banding, modulation of the facades, Bahama shutters, raised stucco banding white aluminum railings and an earth-tone color palette. Lighting: Schematic lighting plans for the rights-of-way have been submitted (Sheet E1)and includes 25 freestanding pole light fixtures, all of which would be 20 feet in height, and have a decorative lighting fixture and side arm mount. There are no spot readings in excess of the maximum 5.9 foot-candles permitted. Signage: Site and building signage has not been finalized and a Sign Program consistent with the City's sign regulations will need to be approved for the site prior to requesting any respective sign permits (see Exhibit C — Conditions of Approval). Public Art: The project is subject to the Art in Public Places requirement, and the applicant has been in discussions with the Public Arts Administrator regarding the art and its placement. A public art master plan has been developed and will be integrated throughout the site (see Exhibit C — Conditions of Approval). RECOMMENDATION Staff has reviewed this request for a Major Site Plan Modification and recommends APPROVAL, subject to approval of the accompanying applications and satisfying all comments indicated in Exhibit C — Conditions of Approval. Any additional conditions recommended by the Board or required by the City Commission shall be documented accordingly in the Conditions of Approval. 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DEPARTMENTS INCLUDE REJECT ENGINEERING / PUBLIC WORKS/ FORESTRY/ UTILITIES Comments: 1. Provide additional handicap parking spaces at main entrance. X 2. Depict handicap ramps on all sidewalks along the perimeter of the X property. 3. Provide a ramp under the porte cochere. X 4. Provide an 18 inch clear zone for the columns supporting the porte X cochere. 5. Depict a white stripe delineating the outside radii of the lane X entering and leaving the parking garage and ensure a consistent width of 24 feet. 6. Provide a circulation plan showing service of the compactor. X Provide 42 feet to safely service and ensure enough head clearance is provided if servicing from the garage. FIRE Comments: Additional comments may be rendered at time of permitting. POLICE Comments: All previous comments addressed at DART meeting. BUILDING Comments: All previous comments addressed at DART meeting. PARKS AND RECREATION Comments: 7. Park impact fees are due at time of permitting. X Page 760 of 993 Town Square Phase Two (MSPM 19-002) Conditions of Approval Page 2 of 3 DEPARTMENTS INCLUDE REJECT PLANNING AND ZONING Comments: 8. Prior to permitting, obtain approval of Major Master Plan X Modification 19-001. 9. At time of permitting, provide manufacturer paint chips and call out X all proposed colors and materials on proposed elevations. 10. Prior to permit approval, vacate the 10 foot FPL easement X currently located under the west portion of the building. 11. Prior to permitting, provide a ROW dedication on Seacrest, SE X 2nd Ave and SE 1 St per site plan hatched area. 12. Provide details of the first floor front porch railing. They must X include accessible gates to the provided walkway to be consistent with the front porch design concept. 13. A sign program is required prior to issuance of any sign permits. X 14. Correct line of sight diagrams to include a straight line from a X person to the top of the parapet. 15. Coordinate with the City's Public Art's Manager to implement the X approved Town Square Public Art's Master plan. 16. Provide parking spaces at 16.5 feet long with a two foot overhang. X 17. Provide pedestrian connections from the residential building to the X garage including a sidewalk and crosswalk at the southern end of the driveway. 18. Provide dimensions of driveway to be 24 feet in width. X 19. Site plan and civil engineering plan dimensions are inconsistent. X Revise plans to be consistent and meet Land Development Regulations. 20. Please provide a Tree Disposition / Mitigation Plan for the existing X trees, per Chapter 4, Article I, Section 4.C. 21. On the Landscape Plan, please provide a chart depicting the % of X landscape material by type (trees & palms, shrubs, and groundcovers), meeting the native / drought tolerant requirement Page 761 of 993 Town Square Phase Two (MSPM 19-002) Conditions of Approval Page 3 of 3 DEPARTMENTS INCLUDE REJECT of 50% in each category. 22. Please revise the canopy tree / palm tree ratio to depict no more X than 50% of the trees as palm species, per Chapter 4, Article II, Section 4.A.3.a.(2) d. 23. Please revise Sheets LP-1, LP-2, and LP-3 to indicate the "Street X Trees" — Live Oak High Rise will have a minimum 8 foot clear trunk, in compliance with Chapter 4, Article II, Section 4.13.5.c.(1). 24. Please correct the "Safe Sight Detail" on Sheet LP-3 to reflect the X code requirement of clear space between 30" and 8'. 25. Please consider alternating segments of the Liriope plantings with X blooming or colorful shrubs and groundcovers. 26. Please depict the required Signature Trees on each side of the X driveway entrances, as required by Chapter 4, Article II, Section 4.A.3.a.(1). COMMUNITY REDEVELOPMENT AGENCY Comments: All previous comments addressed at DART meeting. PLANNING & DEVELOPMENT BOARD CONDITIONS Comments: None. CITY COMMISSION CONDITIONS Comments: To be determined. SAP Ian ning\SHARE D\WP\PROJECTS\TOWN SQUARE\Town Square Phase 2_MSPM 19-002\StaffReport\ExhibitC_MSPM 19-002 COA.doc Page 762 of 993 DEVELOPMENT ORDER OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA PROJECT NAME: Town Square Phase Two (MSPM 19-002) APPLICANT: James S. Gielda, JKM BTS South, LLC APPLICANT'S ADDRESS: 2300 Glades Road, Suite 202E, Boca Raton FL 33431 DATE OF HEARING RATIFICATION BEFORE CITY COMMISSION: April 16, 2019 APPROVAL SOUGHT: Approve the Major Site Plan Modification (MSPM 19-002) for Town Square Phase two in order to construct a 261 unit apartment building that wraps the southern garage approved in the Town Square Phase 1 site plan on a 3.94 acre site. LOCATION OF PROPERTY: The property bound on the west by Seacrest Blvd.; on the north by SE 1St Avenue; on the east by NE 1St Street; and on the south by SE 2nd Avenue DRAWING(S): SEE EXHIBIT "B" ATTACHED HERETO. THIS MATTER was presented to the City Commission of the City of Boynton Beach, Florida on the date of hearing stated above. The City Commission having considered the approval sought by the applicant and heard testimony from the applicant, members of city administrative staff and the public finds as follows: 1. Application for the approval sought was made by the Applicant in a manner consistent with the requirements of the City's Land Development Regulations. 2. The Applicant X HAS HAS NOT established by substantial competent evidence a basis for the approval requested. 3. The conditions for development requested by the Applicant, administrative staff, or suggested by the public and supported by substantial competent evidence are as set forth on Exhibit "C" with notation "Included." 4. The Applicant's request is hereby X GRANTED subject to the conditions referenced in paragraph 3 above. DENIED 5. This Order shall take effect immediately upon issuance by the City Clerk. 6. All further development on the property shall be made in accordance with the terms and conditions of this order. 7. Other: DATED: City Clerk S:\Planning\SHARED\WP\PROJECTS\TOWN SQUARE\Town Square Phase 2—MSPM 19-002\StaffReport\MSPM19-002_DO.doc Page 763 of 993 8.G. PUBLIC HEARING 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve Height Exception (HTEX 19-001)for Town Square Phase I I I in order to allow the proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. Applicant: James S. Gielda, J KM BTS South, LLC. EXPLANATION OF REQUEST: Mr. James Gielda, agent for the JKM BTS North, LLC is requesting approval of a Major Site Plan Modification for the third phase of the Town Square Master Plan. Phase One included the construction of city hall and library building, a parking garage, right-of-way improvements, and public amenities. Phase Two included a residential wrap around the southern garage containing 261 dwelling units. This request, Phase Three, consists of a 210-unit apartment building, a 104-unit age restricted apartment building, 8,512 square foot of restaurant space, 11,030 square foot of retail space, and an 875-space parking garage which includes 223 valet parking spaces. The applicant is concurrently requesting a Community Design Appeal (CDPA 19- 001) from Chapter 4, Article I11, Section 6 Paragraph F.2.c, which requires that habitable building area is provided around parking structures that have frontages on collector or arterial roads. The applicant is also requesting approval of a Height Exception (HTEX 19-001) in order to allow the proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. The Planning and Development Board reviewed this item at its March 26, 2019 meeting and forwards it with a recommendation of approval. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? N/A FISCAL IMPACT: The Town Square project consists of a relatively complex arrangement among the P3 partners involving land transfers, building lease arrangements and construction responsibilities; however, it will ultimately result in a major enhancement of the city's property tax rolls. Additional financial benefits will be in the form of building permit and business tax/certificate of use revenues. ALTERNATIVES: None recommended. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: Given the size and attributes of the Town Square Development, it has or is currently associated with several headings or pillars such as "Culturally Distinct Downtown", "High Performing Organization" and even "Energetic Downtown...". CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: N/A Page 764 of 993 Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Location Map Exhibit A® Location Map D Staff Report Town Square Phase Three Staff Report D Drawings Exhibit B ® Project Plans D Letter Exhibit C ® Height Justification Statement D Letter Exhibit D ® CD PA Justification Statement D Conditions of Approval Exhibit E ® Conditions of Approval D Development Order Development Order Page 765 of 993 EXHIBIT A LOCATION MAP: TOWN SQUARE PHASES 2 AND 3 , E Flinlyin on,Beacn Blued ` *t , n e NE 1 st'Ave f E FOcean Ave MASTER PLAN ' - BOUNDARY i u S E 15st= M1Ve S } , �i Page 766 of 993 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 19-012 STAFF REPORT TO: Chair and Members Planning and Development Board THRU: Ed Breese Planning and Ztoing Administrator FROM: Amanda Bassiely, AICP Principal Planner DATE: March 19, 2019 PROJECT NAME: Town Square Phase Three Major Site Plan Modification (MSPM 19-005) Community Design Appeal (CDPA 19-001) Height Exception (HTEX 19-001) REQUEST: Approve a Major Site Plan Modification (MSPM 19-005) for Town Square Phase Three in order to construct a 210 unit apartment building, a 104 unit, age restricted apartment building, 8,512 square feet of restaurant space, 11,030 square feet of retail space, and an 875 parking space garage on a 4.10 acre site. Approve a Community Design Appeal (CDPA 19-001) for Town Square Phase Three from Chapter 4, Article III, Section 6.F., "Off-Street Parking Area Standards",which requires facades of parking garages that front on an arterial or collector roadway to be wrapped with habitable space. Approve a Height Exception(HTEX 19-001)for Town Square Phase Three in order to allow the proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. PROJECT DESCRIPTION Property Owner: JKM BTS North, LLC Applicant: James S. Gielda, JKM BTS North, LLC Agent: James S. Gielda, JKM BTS North, LLC Location: The Phase Three(3) portion of the Town Square Master Plan located at the north east corner of the site bound on the north by Boynton Beach Boulevard, the south by Ocean Avenue and on the east by NE 1st Street (see Exhibit"A"-Site Location Map). Page 767 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 2 Existing Land Use: MXM (Mixed Use Medium) Proposed Land Use: No change proposed Existing Zoning: MU-3 (Mixed Use 3) Proposed Zoning: No change proposed Proposed Use: Multifamily Residential and Commercial Acreage: 4.10 acres Adjacent Uses: Right-of-way for East Boynton Beach Boulevard, and farther north are North: developed commercial properties classified Local Retail Commercial (LRC) and zoned C-3, (Community Commercial); and Right-of-way for East Ocean Avenue, and farther south, a portion of the South: approved Town Square Master Plan classified Mixed Use Medium (MXM) and zoned MU-3 (Mixed Use -3); and Right-of-way for SE 1st Street; father east are developed multi-family East: homes and commercial properties classified Medium Density Residential (MEDR)and Local Retail Commercial(LRC)and zoned R-3, (Multi-Family Residential District) and C-3 (Community Commercial) ; and A portion of the approved Town Square Master Plan classified Mixed West: Use Medium (MXM) and zoned MU-3 (Mixed Use -3). PROPERTY OWNER NOTIFICATION Owners of properties within 400 feet of the subject request were mailed a notice of this request and its respective hearing dates. The applicant certifies that they posted signage and mailed notices in accordance with Ordinance No. 04-007. BACKGROUND Proposal: Mr. James Gielda, agent for the JKM BTS North, LLC is requesting approval of a Major Site Plan Modification for the third phase of the Town Square Master Plan. Phase One included the construction city hall and library building, a parking garage, right-of-way improvements,and public amenities. Phase Two included a residential wrap around the southern garage containing 261 dwelling units. This request, Phase Three, consists of a 210 unit apartment building, a 104 unit age restricted apartment building, 8,512 Page 768 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 3 square foot of restaurant space, 11,030 square foot retail space, and an 875 parking space garage which includes 223 valet parking spaces. The applicant is concurrently requesting a Community Design Appeal(CDPA 19- 001) from Chapter 4, Article III, Section 6 Paragraph F.2.c, which requires that habitable building area is provided around parking structures that have frontages on collector or arterial roads. The applicant is also requesting approval of a Height Exception (HTEX 19-001)in orderto allowthe proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. ANALYSIS Concurrency: Traffic: A traffic study was sent to the Palm Beach County Traffic Division for their information and review;they have responded that the project is located within the boundaries of the City of Boynton Beach TCEA (Traffic Concurrency Exception Area) and therefore meets the Palm Beach County Traffic Performance Standards.The traffic study was performed for the master plan as a whole, and indicates that the project would generate an additional 209 AM Peak Hour trips and 274 PM Peak Hour trips. School: The approved Town Square master plan has 705 dwelling units planned within Phase Two and Three. The School District of Palm Beach County has confirmed that area schools have adequate capacity to accommodate the potential public school students who will reside in the proposed dwelling units with their families. Utilities: The City's water capacity would meet the projected potable water for this project. Sufficient sanitary sewer and wastewater treatment capacity is also currently available to serve the project. The applicant will be making several upgrades to utility lines in the vicinity of the project as part of the site development along with the integration of the new District Energy Plant that was recently approved to provide a shared central cooling resource for building cooling systems. Police/Fire: The Police Department has reviewed the site plan and all review comments have been acknowledged by the applicant and will be addressed at the time of permitting. The Fire Department notes that they will be able to provide an adequate level of service for this project with current or expected infrastructure and/or staffing levels. Further plan review by Police and Fire will occur during the building permit process. Drainage: Conceptual drainage information was provided for the City's review. The Engineering Division has found the conceptual information to be adequate and is recommending that the review of specific drainage solutions be deferred until time of permit review. Page 769 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 4 Access: The overall master plan conforms to a grid block configuration and allows for vehicular flow through the project; however,access is limited to public streets and garage entries. In order to complete a vehicular grid system, SE 1st Avenue is proposed to connect to Seacrest Boulevard. To achieve a `main street' concept and slow traffic. Drop-off areas and angled on-street parking is proposed on Ocean Avenue.There are also two small surface parking lots; one located on NE 1 st Avenue and the other on SE 1 st Avenue to serve the commission chambers and the Historic Old High School. Paver sidewalks are provided along all right-of-ways and between buildings. The sidewalks along Boynton Beach Boulevard are proposed to be 15 feet width. The sidewalks along Ocean Avenue are proposed to be 16 feet in width and will be large enough to accommodate outdoor dining areas while maintaining a clear 5 foot walkway. The proposed sidewalk along NE 1St is 10 feet in width. Parking: This phase of the Town Square Master Plan includes 314 residential units, 11,030 of retail space and 8,512 square foot of restaurant space. A shared parking study accounts for all the required parking for the master plan area. Refer to staff report MPMD 19-001 for parking information. (see Exhibit E- Conditions of Approval). Landscaping: The Plant List (Sheets LP-3) indicates that the project would add a total of 229 trees and palm trees, 1,130 shrub specimens, and 5,693 small shrubs/groundcover plants. All plant materials to be used in the landscape design are required to be Florida number one grade and must be identified as having "low" or "medium" watering needs in the South Florida Water Management's "Waterwise" publication (see Exhibit E - Conditions of Approval). The proposed tree species would include the following: High Rise Live Oak, White Multi-trunk Crepe Myrtle, Pink Tabebuia, Hong Kong Orchid Tree, and Gumbo Limbo. Palm species would include Royal Palm, Foxtail Palm, Sabal Palmetto, Montgomery Double, and Triple-trunk Palms, and Medjool Date Palm. Projects proposed in the Cultural District of the Community Redevelopment Area are encouraged to have a streetscape design which reduces the building setbacks and encourage building placement abutting the street,thus creating an urban setting.The purpose of the streetscape design concept is to create a landscape design that encompasses both the private and public domain, to blend the two areas into one unified landscape scheme and pedestrian experience. This is accomplished through hardscape and landscape choices, covered walkways (arcades, awnings,tree canopy), and streetscape amenities (benches, lighting, accent plantings). The landscape design proposed by the applicant depicts the use of street trees and planters in order to expanded sidewalks to allow for outdoor dining and shared use paths. The project also proposes building awnings, shade structures, street furniture, and pedestrian lighting to enhance the pedestrian experience. Building and Site: The proposed master plan site area totals 15.04 acres, while the Phase Three site area is 4.10 acres. This phase includes two residential buildings. Page 770 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 5 The first is located at the northeast corner of the site and consists of 210 dwelling units. Of the 210 units, 140 units are one-bedrooms, 53 units are two-bedroom units, and 17 units are three-bedrooms. The first floor of the building contains 11,030 square feet of retail space fronting Boynton Beach Boulevard. The building also has two private courtyards used as amenity decks. The building connects to the 875 parking space garage via elevated walkways. The second residential building is located at the northwest corner of East Ocean Avenue and NE 1St Street and consists of 104 age restricted (55 years of age or older)dwelling units. Of the 104 units, seven (7)are studios, 55 are one-bedroom units, and 42 are two-bedroom units. The first floor of the building contains private amenities for the residents and two public restaurants, which front East Ocean Avenue. The building also has a courtyard amenity deck and directly connects to the proposed parking garage to the north. Relative to the floor area ratio (FAR) regulations within the code, the Mixed Use — 3 (MU-3) zoning district has a maximum FAR of 3.0 and a minimum FAR of 1.75. The Master Plan totals 15.04 acres and includes both public and private projects. As a part of the Public/ Private Partnership process, several components were required to be incorporated into the Master Plan, these include maintaining the existing Old High School, maintaining the existing Children's Schoolhouse Museum, creating Kapok Park, and creating the amphitheater with the associated lawn area. The required areas total approximately four (4) acres; leaving the remaining areas to equal 11.04 acres (480,902 square feet). The minimum allowable built square footage is 841,579 (1.75 FAR), the maximum allowable built square footage is 1,442,706 (3.0 FAR). To date the approved square footage per phase is listed below: Town Square Phase APPROVED SQ FT Phase One 109,085 Phase Two 278,700 Phase Three 309639 Phase Four TBD 697,424 The Master Plan requires an additional 144,155 square feet be built with in Phase Four in order to comply with the minimum FAR of 1.75 (see Exhibit E - Conditions of Approval). FAR will be re-calculated as a part of the Phase Four site plan submittal for compliance with the Land Development Page 771 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 6 Regulations Building Height: The Land Development Regulations, Chapter 3, Article III, Section 5.C.1, Mixed Use (Urban) Districts Building and Site Regulations, limits all structures located within the MU-3 zoning district to a maximum height of 75 feet above the minimum finished floor with an additional five (5)foot parapet wall, totaling 80 feet in height. Noted exceptions to the maximum building height include provisions for architectural enhancements such as church spires, domes, cupolas and rooftop equipment. However, the noted exceptions are allowed only through obtaining approval from the City Commission (HTEX 19-001). In considering an application for exception to the district height regulation, the City Commission shall make findings indicating the proposed exception has been studied and considered in relation to minimum standards, where applicable. The applicant has prepared responses to the review criteria (see Exhibit C— Height Exception Justification Statement). The proposed building elevation of the north residential structure (Sheet AC3.01-2) depicts the typical flat roof deck height as 71 feet and 9 inches, with typical parapet wall with decorative cornice at approximately 80 feet and 9 inches.Tower elements and architectural features are proposed to extend up to 87 feet and 9 inches in height, 7 foot and 9 inches above the maximum allowable height in the MU-3 zoning district. The plans indicate that the requested height exception is not for the entire roof of the proposed structure, but only relatively small areas near the corners and the center, primarily to add architectural interest and variations in the roofline. As evidenced by previous approvals,this request for height exception would not constitute a granting of special privilege, nor would it impact the air or light of adjacent properties, due to the small percentage of the overall roof area that is subject to the height exception The proposed building elevation of the residential structure along NE 1St Street (Sheet AC3.01-3) depicts the typical flat roof deck height as 61 feet and three (3) inches, a typical parapet height of 70 feet and 7 inches, and an overall height of 75 feet. The proposed building elevation of the garage(SheetA4.01)depicts a"Level 7" height of 71 feet and 9 inches, however, overall heights have not been depicted (see Exhibit E — Conditions of Approval) Setbacks: The MU-3 zoning district requires no building setbacks, but rather a zero (0) foot build-to line. However,the building setbacks may be increased up to 15 feet administratively,without benefit of a Community Design Plan Appeal, in areas where the intent is to 1) enhance public spaces such as sidewalks, plazas,fountains, or outdoor seating areas;2)optimize landscape design;3) maximize on-site drainage solutions; and/or 4) accommodate architectural features and building enhancements. This requirement would apply to all building facades fronting on a street. Right-of-way dedications are required along all adjacent streets (see Exhibit E - Conditions of Approval). The Page 772 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 7 building setback is measured from the proposed property line to the exterior surface of the building or supporting columns. Along Boynton Beach Boulevard the proposed building is setback 10 feet; along NE 1St Street the building is setback 1.9 feet; and there is a 1 foot setback from East Ocean Avenue, however the building face is setback 16 from the back of curb. Amenities: As stated above, the residential building include private courtyard amenity decks which include landscaped areas,walkways, benchs, swimming pools, pool decks, outdoor kitchen and a loggia. The overall Town Square Master Plan includes a space labled "The Green", a proposed 55,383 square foot public amphitheaterand open space, "Kapok Park" a 27, 688 square foot open space at the corner of Ocean Avenue and Seacrest Boulevard, and a 6,966 square foot playground on the north side of the Children's Schoolhouse Museum. The existing 5,500 square foot plaza located on the south side of the Children's Schoolhouse Museum will remain. Sidewalks and street trees are proposed along all right-of-ways and active areas are proposed along all main streets. The plan also identifies an extensive pedestrian circulation system throughout the site. Design: The proposed residential buildings have a coastal contemporary design, featuring a smooth stucco finish, parapet roof with towerfeatures,decorative cornices and banding, modulation of the facades, Bahama shutters, raised stucco banding, and white aluminum railings. The buildings share a neutral color palette with all colors being from Sherwin William. The body of each building is a variation of greys including Dorian Gray(SW7017), Mindful Gray (SW7016), Repose Gray (SW7015), and Worldly Gray (SW7043) used to create interest within the building's articulation. The trims of each building is Pure White (SW7005)and Dress Blue (SW1976) is used as an accent color to highlight the tower and pedestal feature. The proposed garage is located directly south of the 210 unit building and north of the 104 age restricted residential building. The two residential buildings screen the garage from view from both Boynton Beach Boulevard and East Ocean Avenue. However, the portion of the garage which fronts NE 1st Street, is not proposed to have habitable building space, which leaves the garage in view from the right-of-way. The applicant has submitted an application for a Community Design Plan Appeal (CDPA 19-001) from Land Development Regulations (LDR) Chapter 4, Article III, Section 6.F., "Off-Street Parking Area Standards", which requires facades of parking garages that front on an arterial or collector roadway to be wrapped with habitable space.The applicant has prepared responses to the review criteria (see Exhibit "D" - Justification Statement) and believes that the building as proposed will not significantly detract from the livability or appearance of the downtown and will be consistent with the desired character of the area and redevelopment plan. The proposed garage elevation (Sheet A4.01) is designed utilizing similar architectural features of the residential buildings on either side(see Exhibit E Page 773 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 8 — Conditions of Approval). While staff believes the appearance between habitable and non-habitable space will be distinguishable, the architectural treatments are such that the residential building and garage blend well together as a cohesive structure, as opposed to two distinct buildings. Staff recommends that the west elevations, and the portions of the exposed north elevations, be architecturally enhanced to match the east elevation (see Exhibit E—Conditions of Approval). Additionally,the fact that the applicant proposes to incorporate a living green screen on the fagade should add interest to the structure and enhance the pedestrian experience by furthering the artistic ambiance of the downtown. Lighting: Schematic lighting plans for the have been submitted (Sheet E1), however the foot-candle readings are not legible.Spot readings may not exceed of the maximum 5.9 foot-candles permitted. (see Exhibit E - Conditions of Approval). The plan includes 27 freestanding pole light fixtures, all of which would be 20 feet in height, and have a decorative lighting fixture and side arm mount. Signage: Site and building signage has not been finalized and a Sign Program consistent with the City's sign regulations will need to be approved for the site prior to requesting any respective sign permits (see Exhibit E — Conditions of Approval). Public Art: The project is subject to the Art in Public Places requirement, and the applicant has been in discussions with the Public Arts Administrator regarding the art and its placement. A public art master plan has been developed and will be integrated throughout the site (see Exhibit E — Conditions of Approval). RECOMMENDATION Staff has reviewed these requests for Major Site Plan Modification, Community Design Appeal,and Height Exception and recommends APPROVAL, subject to approval of the accompanying applications and satisfying all comments indicated in Exhibit E — Conditions of Approval. Any additional conditions recommended by the Board or required by the City Commission shall be documented accordingly in the Conditions of Approval. 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Boynton Beach Blvd. Boynton Beach, FL 33435 E: _Bass ielyA4 bfl.us Height Exception Application for Boynton Town Square Phase 3 New Development Site Plan Application Dear Ms. Bassiely: The purpose of this letter is to formally request processing of a Height Exception Application for the Boynton Town Square Phase 3 project. As you are aware, there is currently a New Development Site Plan application for Phase 3 under review by the City. Phase 3 consists of three (3) primary structures: a North residential building; a Central residential building; and a parking garage. The Applicant is requesting a height exception of 12'-9" (or a maximum overall building height of 87'-9"vs 75') for the North residential building. The purpose of this additional height is to accommodate architectural mansard, parapet and tower elements that break up the horizontal roof plane. There is no habitable space proposed above the current 75' maximum height. The following review standards for a Height Exception Application as stated within the Boynton Beach Code of Ordinances are as follows: a. On the subject site or surrounding properties, whether the height exception would adversely affect any of the following: 1) light and air; 2)property values; 3) the living conditions; or 4) existing or proposed land uses; The proposed height exception has no affect on items 4144 above. In contrast, the additional height architecturally enhances the proposed building by supporting numerous architectural elements. None of these elements block light or air to adjacent properties. Adjacent properties include two (2) rights-of-way, a proposed parking structure and a vacant City-owned parcel currently programmed for future development as a hotel. The construction of an architecturally appealing building supports increases in property values and 102 NE 2nd Street,#203 ■ Boca Raton,FL 33432 m P:(561)886-6684 m F:(561)909-1326 www.jkmdevelopers.com Page 794 of 993 demonstrates that City land use and zoning regulations are compliant with market realities. b. Whether the height exception would be a deterrent to the development or improvement of adjacent properties in accord with existing regulations; The proposed height exception will not affect, or specifically deter, the development of adjacent properties in accordance with existing regulations. The additional height proposed serves to enhance the architectural character of the building and therefore the immediate area. In addition, the proposed building is adjacent to two (2)rights of way, a proposed parking garage, and a City-owned vacant parcel currently programmed for a future hotel. c. Whether the height exception would contribute to the architectural character and form of the proposed project; The proposed height exception of 12'-9" above the permitted maximum height of 75' is requested in order to enhance the architectural character of the proposed building. A mansard roof; parapet elements; and tower elements located above the 75' maximum building height work together in order to break up the horizontal plane of the roof lines. d. Whether the height exception would positively contribute to the city's desired image, streetscape design, or recommendation of any applicable redevelopment plan; The proposed height exception is to accommodate architectural elements only and does not encompass habitable living area. The proposed varied roof line and coastal architectural elements provide architectural character to the Town Square project and directly relate to the hardscape and landscape designs. e. Whether the height exception would contribute, incentivize, or serve as a catalyst for sustainable development and other green initiatives; The architectural elements that are accommodated via the proposed height exception provide additional roof top screening for the potential future installation of solar panels and rain harvesting equipment. Both of these installations contribute toward sustainable development and environmentally friendly architectural design. f. Whether the height exception is necessary and not proposed in a manner with which the principle objective is to maximize project visibility without concern for architectural or aesthetic integrity; and The primary purpose of the propose height exception is to provide varied architectural elements that break up the roof plan and add significant interest to the building. No habitable spaces are accommodated by the proposed height increase. Page 795 of 993 g. Whether sufficient evidence has been presented to juste the need for a height exception. The proposed architectural plans for the North building illustrate the architectural treatments that enhance the aesthetic of the proposed building. These treatments help to define a sense of place within the Boynton Town Square development. Should you have any questions or require additional information,please feel free to contact me. Thank you. 7es y, ieldal Page 796 of 993 EXHIBIT D DEV PERS February 22, 2019 Ms. Amanda Bassiely Senior Planner—Urban Designer Development, Planning & Zoning City of Boynton Beach 100 E. Boynton Beach Blvd. Boynton Beach, FL 33435 E: 13assielyA(&bbfl.us RE: CDPA Application for Boynton Town Square Phase III (NorthCentral) Dear Ms. Bassiely: The purpose of this letter is to officially request relief from the standards of Chapter 4, Article I1I, Section 6 which require the placement of habitable building area adjacent to all collector or arterial roads within Mixed Use (Urban) districts. Furthermore, these standards prohibit the placement of parking garage facades adjacent to arterial or collector roads. Specific Code sections within Section 6 which refer to these restrictions are as follows: Chapter 4, Article III, Section 6, Paragraph .2, : "Within mixed-use and non-residential developments, structures proposed along arterial roadways shall be required to occupy the entire length of the street frontage, notwithstanding adjustments for cross-visibility, and open areas devoted to public gathering or pedestrian circulation. This building location requirement along the arterial roadway only applies to new construction or major site plan modifications to existing developments... " Chapter 4, Article 1I1, Section 6, Paragraph F.2.c: "Freestanding Parking Garages. Freestandingparking garages are allowed within the "Mixed-Use (Urban)"districts provided that they do not have frontage on any arterial or collector roadway... " This request is specifically for the East facade only of the parking garage located in Phase III on Parcel 2. This parking garage provides parking for both private and City uses. The following review criteria (a through i) are utilized during the review of a CDPA request. Below are my responses to each criteria: a. Whether the proposed request will demonstrate consistency with the Comprehensive Plan. 102 NE 2nd Street,#203 ■ Boca Raton,FL 33432 ■ P:(561)886-6684 ■ F:(561)909-1326 www.jkmdevelopers.com Page 797 of 993 The proposed deviation is consistent with the Comprehensive Plan and does not affect the City's Goals and Policies. Specifically, the proposed deviation has no effect on: • Compliant, range of land uses; • Complaint density and intensity; • Furthering compact, urban development; • Providing a variety of residential use types; • Preserving environmentally sensitive areas In contrast, the proposed deviation furthers the goal of providing recreation land uses to the public by providing easily accessible parking and aids in the redevelopment of the CRA area. b. Whether the proposed request will not significantly detract from the livability or appearance of the city and will be consistent with the established or desired character of the area, or with the redevelopment plan, where applicable. The proposed deviation will not create adverse livability or appearance within eh Boynton Town Square development. The exposed fagade of the parking garage includes architectural details that are consistent with adjacent buildings. The location of the parking garage, with adjacency to NE 1 sr Street, is also consistent with the Master Plan. c. On balance, whether the proposed request will be consistent with the purpose of the standard for which a deviation is requested. Granting the request will equally or better meet the purpose of the standard to be appealed. The purpose of the current standard is to provide architecturally consistent "street wall"facades adjacent to arterial and collector roads. The inclusion of habitable area also furthers CPTED "eyes on the street" initiatives for pedestrian safety and security. The requested deviation will at a minimum equally further the intents of the current standard by providing a fagade that is architecturally consistent with adjacent buildings. Furthermore, this fagade serves as a primary access point for both vehicles and pedestrians,furthering CPTED principles. d. Whether the proposed request is intended to save or preserve existing trees or desired flora. (1) Whether the applicant is unable to design or locate proposed buildings, structures, or improvements and preserve the tree(s) and comply with all provisions of these community design standards without causing the applicant undue hardship; and The proposed deviation has no affect on the preservation of flora and fauna as this is an urban location that is completely cleared. (2) Whether it is not feasible to transplant the trees to another location on the subject site considering the following: 1) shape and dimensions of the real Page 798 of 993 property; 2) location of existing structures and infrastructure improvements; and 3) size, age, health, and species of trees sought to be protected. The proposed deviation has no affect on the preservation of flora and fauna as this is an urban location that is completely cleared. e. Whether the proposed request will have adverse environmental impacts that cannot be prevented by the imposition of conditions. There are no adverse environmental conditions created by the proposed deviation. The site is cleared and void of vegetation. f. Whether the proposed request will have an adverse impact on property values of abutting or adjacent land. The proposed deviation will not have an adverse impact on the property values of abutting parcels. In contrast, the requested deviation will provide greater visibility and ease for Town Square parking, which therefore supports the economic viability of adjacent businesses and enhances public access to municipal uses. g. Whether the proposed request will seriously reduce the quality or quantity of light and air available to adjacent properties. There is no adverse effect to light or air on adjacent parcels with the proposed deviation. The subject property is an urban, mid-rise site that supports up to 8 stories in height. In contrast, this East fagade of the parking garage is 5 stories in height. . Whether the proposed request is necessary to further the objectives of the city to assist with economic development and business promotion. The proposed deviation furthers the economic development and business promotion objectives of the City by providing a highly identifiable location for parking. Ease of parking in urban mixed-use settings is a key ingredient for the economic viability of businesses. Ease ofparking for municipal uses (the public) encourages residents to visit the location and participate in City programmed public events. i. Whether the proposed request meets the purpose and intent of these regulations but conflicts with another site development standard or requirement, including sustainable development and green initiatives. The proposed deviation does meet the intent of the standards by providing a street-wall adjacent to the base building line that is architecturally consistent with adjacent buildings. The deviation does not place the required habitable space adjacent to the Page 799 of 993 base building line, but supports a high level of public use as a primary vehicular and pedestrian access point for all of Town Square. This public use enhances "eyes on the street" and furthers the goal of providing a safe and secure downtown environment. Should you have any questions or require additional information,please feel free to contact me. Thank you. Zes elda Page 800 of 993 EXHIBIT "E" Conditions of Approval Project Name: Town Square Phase Three File number: MSPM 19-005/CDPA 19-001 / HTEX 19-001 Reference: 41h review of plans identified as a Maior Site Plan Modification with a March 18, 2019 Planning and Zoning Department date stamp marking. DEPARTMENTS INCLUDE REJECT ENGINEERING / PUBLIC WORKS/ FORESTRY/ UTILITIES Comments: 1. Provide an 18-inch clear zone for the columns supporting the X porte cochere. 2. Provide the height dimensions of the opening(s) to the parking X garage. 3. The light poles and fixtures shall be coordinated with Town Square X standard and shall be owned and maintained by FPL. 4. At the west entrance (NE 1 st Ave) of the parking garage please X provide a turning radius for the south bound right turning movement. 5. At the dead end, on the first level of the parking garage, a tee-turn X around is required in accordance with the City Engineering Handbook detail P-10. 6. Show safe corners, per the City's Engineering detail P-13, at all X ingress/egress locations. 7. Please stencil within all loading zones "No Parking" X FIRE Comments: Additional comments may be rendered at time of permitting. POLICE Comments: All previous comments addressed at DART meeting. BUILDING Comments: All previous comments addressed at DART meeting. PARKS AND RECREATION Comments: 8. Park impact fees are due at time of permitting. X Page 801 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Conditions of Approval Page 2 of 3 DEPARTMENTS INCLUDE REJECT PLANNING & ZONING Comments: 9. Prior to permitting, obtain approval of Major Master Plan X Modification 19-001. 10. At time of permitting, provide manufacturer paint chips and call out X all proposed colors and materials on all proposed elevations. 11. Prior to permitting, provide a ROW dedication on Boynton Beach X Boulevard, Ocean Avenue, and NE 1 Street per site plan hatched area. 12. A sign program is required prior to issuance of any sign permits. X 13. Coordinate with the City's Public Art's Manager to implement the X approved Town Square Public Art's Master plan. 14. Provide locations for required covered bike racks. X 15. Revise parallel parking spaces to meet the City Engineering X Handbook detail. Any deviation require an Engineering Waiver. 16. Revise elevations to show all proposed overhead doors to be X painted to match the building. 17. Remove the proposed landscape strip along Ocean Avenue and X replace with street trees in flexi pave. 18. Revise landscape plans to include no less than 50% of the X proposed 229 trees to be canopy trees. 19. Provide a detail for the wall proposed along the Children's X Schoolhouse Museum. The wall must be decorative and provide landscaping along the outside of the wall. 20. The Master Plan requires an additional 144,155 square feet be X built with in Phase Four in order to comply with the minimum FAR of 1.75. 21. Revise garage colors to be consistent with the proposed X residential buildings Page 802 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Conditions of Approval Page 3 of 3 DEPARTMENTS INCLUDE REJECT 22. Enhance west and south elevations of the garage and the X exposed portion of the north elevation of the garage to match the proposed east elevation. 23. Provide the overall height for the garage. The zoning district X allows a maximum height of 75 feet with an additional 5 foot parapet wall. A height exception may be required if the garage exceeds the allowable height. 24. Provide a legible photometric plan with calculation not in excess of X 5.9 foot-candles. 25. Provide color elevations of the entire east fagade (including the X garage in place). 26. At time of permitting of Building "B" provide a recorded Deed X Restriction, designating the property as age restricted apartments for individuals 55 years of age and older. COMMUNITY REDEVELOPMENT AGENCY Comments: All previous comments addressed at DART meeting. PLANNING AND DEVELOPMENT BOARD CONDITIONS Comments: None. CITY COMMISSION CONDITIONS Comments: To be determined. S:\Planning\SHARED\WP\PROJECTS\TOWN SQUARE\Town Square Phase 3_MSPM 19-005\StaffReport\ExhibitE_MSPM 19-005 COA.doc Page 803 of 993 DEVELOPMENT ORDER OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA PROJECT NAME: Town Square Phase Three (HTEX 19-001) APPLICANT: James S. Gielda, JKM BTS North, LLC APPLICANT'S ADDRESS: 2300 Glades Road Suite, 202E, Boca Raton, FL 33431 DATE OF HEARING RATIFICATION BEFORE CITY COMMISSION: April 16, 2019 APPROVAL SOUGHT: Approve a Height Exception (HTEX 19-001) for Town Square Phase Three in order to allow the proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. LOCATION OF PROPERTY: The Phase Three (3) portion of the Town Square Master Plan located at the north east corner of the site bound on the north by Boynton Beach Boulevard, the south by Ocean Avenue and on the east by NE 1St Street DRAWING(S): SEE EXHIBIT "B" ATTACHED HERETO. THIS MATTER was presented to the City Commission of the City of Boynton Beach, Florida on the date of hearing stated above. The City Commission having considered the approval sought by the applicant and heard testimony from the applicant, members of city administrative staff and the public finds as follows: 1. Application for the approval sought was made by the Applicant in a manner consistent with the requirements of the City's Land Development Regulations. 2. The Applicant X HAS HAS NOT established by substantial competent evidence a basis for the approval requested. 3. The conditions for development requested by the Applicant, administrative staff, or suggested by the public and supported by substantial competent evidence are as set forth on Exhibit "C" with notation "Included." 4. The Applicant's request is hereby X GRANTED subject to the conditions referenced in paragraph 3 above. DENIED 5. This Order shall take effect immediately upon issuance by the City Clerk. 6. All further development on the property shall be made in accordance with the terms and conditions of this order. 7. Other: DATED: City Clerk S:\Planning\SHARED\WP\PROJECTS\TOWN SQUARE\Town Square Phase 3_MSPM 19-005\StaffReport\HTEX 19-001_DO.doc Page 804 of 993 8.H. PUBLIC HEARING 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve Community Design Appeal (CDPA 19-001)for Town Square Phase Three from Chapter 4, Article 111, Section 6.F., "Off-Street Parking Area Standards", which requires facades of parking garages that front on an arterial or collector roadway to be wrapped with habitable space. Applicant: James S. Gielda, JKM BTS South, LLC EXPLANATION OF REQUEST: Mr. James Gielda, agent for the JKM BTS North, LLC is requesting approval of a Major Site Plan Modification for the third phase of the Town Square Master Plan. Phase One included the construction city hall and library building, a parking garage, right-of-way improvements, and public amenities. Phase Two included a residential wrap around the southern garage containing 261 dwelling units. This request, Phase Three, consists of a 210 unit apartment building, a 104 unit age restricted apartment building, 8,512 square foot of restaurant space, 11,030 square foot retail space, and an 875 parking space garage which includes 223 valet parking spaces. The applicant is concurrently requesting a Community Design Appeal (CDPA 19- 001) from Chapter 4, Article 111, Section 6 Paragraph F.2.c, which requires that habitable building area is provided around parking structures that have frontages on collector or arterial roads. The applicant is also requesting approval of a Height Exception (HTEX 19-001) in order to allow the proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. The Planning and Development Board reviewed this item at its March 26, 2019 meeting and forwards it with a recommendation for approval. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? N/A FISCAL IMPACT: The Town Square project consists of a relatively complex arrangement among the P3 partners involving land transfers, building lease arrangements and construction responsibilities; however, it will ultimately result in a major enhancement of the City's property tax rolls. Additional financial benefits will be in the form of building permit and business tax and certificate of use revenues. ALTERNATIVES: None recommended. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: Given the size and attributes of the Town Square Development, it has been or is currently associated with several headings or pillars such as "Culturally Distinct Downtown", "High Performing Organization" and even "Energetic Downtown". CLIMATE ACTION: No Page 805 of 993 CLIMATE ACTION DISCUSSION: N/A Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Staff Report Town Square Phase Three Staff Report D Location Map Exhibit A® Location Map D Drawings Exhibit B ® Project Plans D Letter Exhibit C ® HTEX Justification Statement D Letter Exhibit D ® CD PA Justification Statement D Conditions of Approval Exhibit E ® Conditions of Approval D Development Order Development Order Page 806 of 993 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 19-012 STAFF REPORT TO: Chair and Members Planning and Development Board THRU: Ed Breese Planning and Ztoing Administrator FROM: Amanda Bassiely, AICP Principal Planner DATE: March 19, 2019 PROJECT NAME: Town Square Phase Three Major Site Plan Modification (MSPM 19-005) Community Design Appeal (CDPA 19-001) Height Exception (HTEX 19-001) REQUEST: Approve a Major Site Plan Modification (MSPM 19-005) for Town Square Phase Three in order to construct a 210 unit apartment building, a 104 unit, age restricted apartment building, 8,512 square feet of restaurant space, 11,030 square feet of retail space, and an 875 parking space garage on a 4.10 acre site. Approve a Community Design Appeal (CDPA 19-001) for Town Square Phase Three from Chapter 4, Article III, Section 6.F., "Off-Street Parking Area Standards",which requires facades of parking garages that front on an arterial or collector roadway to be wrapped with habitable space. Approve a Height Exception(HTEX 19-001)for Town Square Phase Three in order to allow the proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. PROJECT DESCRIPTION Property Owner: JKM BTS North, LLC Applicant: James S. Gielda, JKM BTS North, LLC Agent: James S. Gielda, JKM BTS North, LLC Location: The Phase Three(3) portion of the Town Square Master Plan located at the north east corner of the site bound on the north by Boynton Beach Boulevard, the south by Ocean Avenue and on the east by NE 1st Street (see Exhibit"A"-Site Location Map). Page 807 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 2 Existing Land Use: MXM (Mixed Use Medium) Proposed Land Use: No change proposed Existing Zoning: MU-3 (Mixed Use 3) Proposed Zoning: No change proposed Proposed Use: Multifamily Residential and Commercial Acreage: 4.10 acres Adjacent Uses: Right-of-way for East Boynton Beach Boulevard, and farther north are North: developed commercial properties classified Local Retail Commercial (LRC) and zoned C-3, (Community Commercial); and Right-of-way for East Ocean Avenue, and farther south, a portion of the South: approved Town Square Master Plan classified Mixed Use Medium (MXM) and zoned MU-3 (Mixed Use -3); and Right-of-way for SE 1st Street; father east are developed multi-family East: homes and commercial properties classified Medium Density Residential (MEDR)and Local Retail Commercial(LRC)and zoned R-3, (Multi-Family Residential District) and C-3 (Community Commercial) ; and A portion of the approved Town Square Master Plan classified Mixed West: Use Medium (MXM) and zoned MU-3 (Mixed Use -3). PROPERTY OWNER NOTIFICATION Owners of properties within 400 feet of the subject request were mailed a notice of this request and its respective hearing dates. The applicant certifies that they posted signage and mailed notices in accordance with Ordinance No. 04-007. BACKGROUND Proposal: Mr. James Gielda, agent for the JKM BTS North, LLC is requesting approval of a Major Site Plan Modification for the third phase of the Town Square Master Plan. Phase One included the construction city hall and library building, a parking garage, right-of-way improvements,and public amenities. Phase Two included a residential wrap around the southern garage containing 261 dwelling units. This request, Phase Three, consists of a 210 unit apartment building, a 104 unit age restricted apartment building, 8,512 Page 808 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 3 square foot of restaurant space, 11,030 square foot retail space, and an 875 parking space garage which includes 223 valet parking spaces. The applicant is concurrently requesting a Community Design Appeal(CDPA 19- 001) from Chapter 4, Article III, Section 6 Paragraph F.2.c, which requires that habitable building area is provided around parking structures that have frontages on collector or arterial roads. The applicant is also requesting approval of a Height Exception (HTEX 19-001)in orderto allowthe proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. ANALYSIS Concurrency: Traffic: A traffic study was sent to the Palm Beach County Traffic Division for their information and review;they have responded that the project is located within the boundaries of the City of Boynton Beach TCEA (Traffic Concurrency Exception Area) and therefore meets the Palm Beach County Traffic Performance Standards.The traffic study was performed for the master plan as a whole, and indicates that the project would generate an additional 209 AM Peak Hour trips and 274 PM Peak Hour trips. School: The approved Town Square master plan has 705 dwelling units planned within Phase Two and Three. The School District of Palm Beach County has confirmed that area schools have adequate capacity to accommodate the potential public school students who will reside in the proposed dwelling units with their families. Utilities: The City's water capacity would meet the projected potable water for this project. Sufficient sanitary sewer and wastewater treatment capacity is also currently available to serve the project. The applicant will be making several upgrades to utility lines in the vicinity of the project as part of the site development along with the integration of the new District Energy Plant that was recently approved to provide a shared central cooling resource for building cooling systems. Police/Fire: The Police Department has reviewed the site plan and all review comments have been acknowledged by the applicant and will be addressed at the time of permitting. The Fire Department notes that they will be able to provide an adequate level of service for this project with current or expected infrastructure and/or staffing levels. Further plan review by Police and Fire will occur during the building permit process. Drainage: Conceptual drainage information was provided for the City's review. The Engineering Division has found the conceptual information to be adequate and is recommending that the review of specific drainage solutions be deferred until time of permit review. Page 809 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 4 Access: The overall master plan conforms to a grid block configuration and allows for vehicular flow through the project; however,access is limited to public streets and garage entries. In order to complete a vehicular grid system, SE 1st Avenue is proposed to connect to Seacrest Boulevard. To achieve a `main street' concept and slow traffic. Drop-off areas and angled on-street parking is proposed on Ocean Avenue.There are also two small surface parking lots; one located on NE 1 st Avenue and the other on SE 1 st Avenue to serve the commission chambers and the Historic Old High School. Paver sidewalks are provided along all right-of-ways and between buildings. The sidewalks along Boynton Beach Boulevard are proposed to be 15 feet width. The sidewalks along Ocean Avenue are proposed to be 16 feet in width and will be large enough to accommodate outdoor dining areas while maintaining a clear 5 foot walkway. The proposed sidewalk along NE 1St is 10 feet in width. Parking: This phase of the Town Square Master Plan includes 314 residential units, 11,030 of retail space and 8,512 square foot of restaurant space. A shared parking study accounts for all the required parking for the master plan area. Refer to staff report MPMD 19-001 for parking information. (see Exhibit E- Conditions of Approval). Landscaping: The Plant List (Sheets LP-3) indicates that the project would add a total of 229 trees and palm trees, 1,130 shrub specimens, and 5,693 small shrubs/groundcover plants. All plant materials to be used in the landscape design are required to be Florida number one grade and must be identified as having "low" or "medium" watering needs in the South Florida Water Management's "Waterwise" publication (see Exhibit E - Conditions of Approval). The proposed tree species would include the following: High Rise Live Oak, White Multi-trunk Crepe Myrtle, Pink Tabebuia, Hong Kong Orchid Tree, and Gumbo Limbo. Palm species would include Royal Palm, Foxtail Palm, Sabal Palmetto, Montgomery Double, and Triple-trunk Palms, and Medjool Date Palm. Projects proposed in the Cultural District of the Community Redevelopment Area are encouraged to have a streetscape design which reduces the building setbacks and encourage building placement abutting the street,thus creating an urban setting.The purpose of the streetscape design concept is to create a landscape design that encompasses both the private and public domain, to blend the two areas into one unified landscape scheme and pedestrian experience. This is accomplished through hardscape and landscape choices, covered walkways (arcades, awnings,tree canopy), and streetscape amenities (benches, lighting, accent plantings). The landscape design proposed by the applicant depicts the use of street trees and planters in order to expanded sidewalks to allow for outdoor dining and shared use paths. The project also proposes building awnings, shade structures, street furniture, and pedestrian lighting to enhance the pedestrian experience. Building and Site: The proposed master plan site area totals 15.04 acres, while the Phase Three site area is 4.10 acres. This phase includes two residential buildings. Page 810 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 5 The first is located at the northeast corner of the site and consists of 210 dwelling units. Of the 210 units, 140 units are one-bedrooms, 53 units are two-bedroom units, and 17 units are three-bedrooms. The first floor of the building contains 11,030 square feet of retail space fronting Boynton Beach Boulevard. The building also has two private courtyards used as amenity decks. The building connects to the 875 parking space garage via elevated walkways. The second residential building is located at the northwest corner of East Ocean Avenue and NE 1St Street and consists of 104 age restricted (55 years of age or older)dwelling units. Of the 104 units, seven (7)are studios, 55 are one-bedroom units, and 42 are two-bedroom units. The first floor of the building contains private amenities for the residents and two public restaurants, which front East Ocean Avenue. The building also has a courtyard amenity deck and directly connects to the proposed parking garage to the north. Relative to the floor area ratio (FAR) regulations within the code, the Mixed Use — 3 (MU-3) zoning district has a maximum FAR of 3.0 and a minimum FAR of 1.75. The Master Plan totals 15.04 acres and includes both public and private projects. As a part of the Public/ Private Partnership process, several components were required to be incorporated into the Master Plan, these include maintaining the existing Old High School, maintaining the existing Children's Schoolhouse Museum, creating Kapok Park, and creating the amphitheater with the associated lawn area. The required areas total approximately four (4) acres; leaving the remaining areas to equal 11.04 acres (480,902 square feet). The minimum allowable built square footage is 841,579 (1.75 FAR), the maximum allowable built square footage is 1,442,706 (3.0 FAR). To date the approved square footage per phase is listed below: Town Square Phase APPROVED SQ FT Phase One 109,085 Phase Two 278,700 Phase Three 309639 Phase Four TBD 697,424 The Master Plan requires an additional 144,155 square feet be built with in Phase Four in order to comply with the minimum FAR of 1.75 (see Exhibit E - Conditions of Approval). FAR will be re-calculated as a part of the Phase Four site plan submittal for compliance with the Land Development Page 811 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 6 Regulations Building Height: The Land Development Regulations, Chapter 3, Article III, Section 5.C.1, Mixed Use (Urban) Districts Building and Site Regulations, limits all structures located within the MU-3 zoning district to a maximum height of 75 feet above the minimum finished floor with an additional five (5)foot parapet wall, totaling 80 feet in height. Noted exceptions to the maximum building height include provisions for architectural enhancements such as church spires, domes, cupolas and rooftop equipment. However, the noted exceptions are allowed only through obtaining approval from the City Commission (HTEX 19-001). In considering an application for exception to the district height regulation, the City Commission shall make findings indicating the proposed exception has been studied and considered in relation to minimum standards, where applicable. The applicant has prepared responses to the review criteria (see Exhibit C— Height Exception Justification Statement). The proposed building elevation of the north residential structure (Sheet AC3.01-2) depicts the typical flat roof deck height as 71 feet and 9 inches, with typical parapet wall with decorative cornice at approximately 80 feet and 9 inches.Tower elements and architectural features are proposed to extend up to 87 feet and 9 inches in height, 7 foot and 9 inches above the maximum allowable height in the MU-3 zoning district. The plans indicate that the requested height exception is not for the entire roof of the proposed structure, but only relatively small areas near the corners and the center, primarily to add architectural interest and variations in the roofline. As evidenced by previous approvals,this request for height exception would not constitute a granting of special privilege, nor would it impact the air or light of adjacent properties, due to the small percentage of the overall roof area that is subject to the height exception The proposed building elevation of the residential structure along NE 1St Street (Sheet AC3.01-3) depicts the typical flat roof deck height as 61 feet and three (3) inches, a typical parapet height of 70 feet and 7 inches, and an overall height of 75 feet. The proposed building elevation of the garage(SheetA4.01)depicts a"Level 7" height of 71 feet and 9 inches, however, overall heights have not been depicted (see Exhibit E — Conditions of Approval) Setbacks: The MU-3 zoning district requires no building setbacks, but rather a zero (0) foot build-to line. However,the building setbacks may be increased up to 15 feet administratively,without benefit of a Community Design Plan Appeal, in areas where the intent is to 1) enhance public spaces such as sidewalks, plazas,fountains, or outdoor seating areas;2)optimize landscape design;3) maximize on-site drainage solutions; and/or 4) accommodate architectural features and building enhancements. This requirement would apply to all building facades fronting on a street. Right-of-way dedications are required along all adjacent streets (see Exhibit E - Conditions of Approval). The Page 812 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 7 building setback is measured from the proposed property line to the exterior surface of the building or supporting columns. Along Boynton Beach Boulevard the proposed building is setback 10 feet; along NE 1St Street the building is setback 1.9 feet; and there is a 1 foot setback from East Ocean Avenue, however the building face is setback 16 from the back of curb. Amenities: As stated above, the residential building include private courtyard amenity decks which include landscaped areas,walkways, benchs, swimming pools, pool decks, outdoor kitchen and a loggia. The overall Town Square Master Plan includes a space labled "The Green", a proposed 55,383 square foot public amphitheaterand open space, "Kapok Park" a 27, 688 square foot open space at the corner of Ocean Avenue and Seacrest Boulevard, and a 6,966 square foot playground on the north side of the Children's Schoolhouse Museum. The existing 5,500 square foot plaza located on the south side of the Children's Schoolhouse Museum will remain. Sidewalks and street trees are proposed along all right-of-ways and active areas are proposed along all main streets. The plan also identifies an extensive pedestrian circulation system throughout the site. Design: The proposed residential buildings have a coastal contemporary design, featuring a smooth stucco finish, parapet roof with towerfeatures,decorative cornices and banding, modulation of the facades, Bahama shutters, raised stucco banding, and white aluminum railings. The buildings share a neutral color palette with all colors being from Sherwin William. The body of each building is a variation of greys including Dorian Gray(SW7017), Mindful Gray (SW7016), Repose Gray (SW7015), and Worldly Gray (SW7043) used to create interest within the building's articulation. The trims of each building is Pure White (SW7005)and Dress Blue (SW1976) is used as an accent color to highlight the tower and pedestal feature. The proposed garage is located directly south of the 210 unit building and north of the 104 age restricted residential building. The two residential buildings screen the garage from view from both Boynton Beach Boulevard and East Ocean Avenue. However, the portion of the garage which fronts NE 1st Street, is not proposed to have habitable building space, which leaves the garage in view from the right-of-way. The applicant has submitted an application for a Community Design Plan Appeal (CDPA 19-001) from Land Development Regulations (LDR) Chapter 4, Article III, Section 6.F., "Off-Street Parking Area Standards", which requires facades of parking garages that front on an arterial or collector roadway to be wrapped with habitable space.The applicant has prepared responses to the review criteria (see Exhibit "D" - Justification Statement) and believes that the building as proposed will not significantly detract from the livability or appearance of the downtown and will be consistent with the desired character of the area and redevelopment plan. The proposed garage elevation (Sheet A4.01) is designed utilizing similar architectural features of the residential buildings on either side(see Exhibit E Page 813 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 8 — Conditions of Approval). While staff believes the appearance between habitable and non-habitable space will be distinguishable, the architectural treatments are such that the residential building and garage blend well together as a cohesive structure, as opposed to two distinct buildings. Staff recommends that the west elevations, and the portions of the exposed north elevations, be architecturally enhanced to match the east elevation (see Exhibit E—Conditions of Approval). Additionally,the fact that the applicant proposes to incorporate a living green screen on the fagade should add interest to the structure and enhance the pedestrian experience by furthering the artistic ambiance of the downtown. Lighting: Schematic lighting plans for the have been submitted (Sheet E1), however the foot-candle readings are not legible.Spot readings may not exceed of the maximum 5.9 foot-candles permitted. (see Exhibit E - Conditions of Approval). The plan includes 27 freestanding pole light fixtures, all of which would be 20 feet in height, and have a decorative lighting fixture and side arm mount. Signage: Site and building signage has not been finalized and a Sign Program consistent with the City's sign regulations will need to be approved for the site prior to requesting any respective sign permits (see Exhibit E — Conditions of Approval). Public Art: The project is subject to the Art in Public Places requirement, and the applicant has been in discussions with the Public Arts Administrator regarding the art and its placement. A public art master plan has been developed and will be integrated throughout the site (see Exhibit E — Conditions of Approval). RECOMMENDATION Staff has reviewed these requests for Major Site Plan Modification, Community Design Appeal,and Height Exception and recommends APPROVAL, subject to approval of the accompanying applications and satisfying all comments indicated in Exhibit E — Conditions of Approval. Any additional conditions recommended by the Board or required by the City Commission shall be documented accordingly in the Conditions of Approval. S:\Planning\SHARED\WP\PROJECTS\TOWN SQUARE\Town Square Phase 3_MSPM 19-005\StaffReport\TS_Phase3_Staff Report -MSPM 19-005 3.20.doc Page 814 of 993 EXHIBIT A LOCATION MAP: TOWN SQUARE PHASES 2 AND 3 , E Flinlyin on,Beacn Blued ` *t , n e NE 1 st'Ave f E FOcean Ave MASTER PLAN ' - BOUNDARY i u S E 15st= M1Ve S } , �i Page 815 of 993 eE NVId 311S eplaold`y3ea8 UOJUAOS = o _ v ❑ \Y �@�m p £ '8 Z S103JBd :III GSeyd z T 1 aN U- Ht 321�dt1bS NMOL NOlNA08 d -- oo CO o o RR G kook -Q� oa - -- - -- - - - �m a w- W - 2HE IH o uo - � g - --a� --a� a aaaam aamm o loa a oo- - - ------ :--- rn _ 0 1 4- 133a1S 1Sl 0 _—_z _ 1 3W S 1S1'3—N m c co Jom so w¢ a w m w h 4� e .§ og ❑ �I U� s Jy w o� Wco m�I Y a ° a N m a = a� El 0 ElEl �I 5 _ ooh �8� m § ¢6� g.m=" w� g W - S- ❑ a - tiam og ❑ ❑ ° W i IIS ���� ° � 4 ��� � �I4 u z J 4�a W Y i `� J ❑ � �' u a `I —mNw —Ty LUL), ° �oo�n aN� o vo� --- O �M 3SHHd - � i II 1 - ;� §g o 1 s '®� ❑ ___- to a� I w w J J g a K $ I Q =I= V I �owQ a � � � Im. �� ❑ Iaw� o ~ w NF— LUw=w� _ m --o s o g rs< K O I w Qmm p a N� � u1 LU W o z 1 u w �s w o i o� wgmom 8 INi- 3SH Im I ��� e�eo �I14 � 1 8 al', §n Q Qo WWW m o i a� _ a NVId 311S eplaOld`yOeas uOJUAOS = q £ '8 Z S103JBd :III aSeud z »> Y�s�m N N n _. sees 3Uvnt)S NMOL NOINA013 ao m - oo CO) o Sao - mo Boz o. - o9= go - z Tl =o o< _ w a - _ wa - o0 ozz o - oo C7 wo o < o � � aaOJo- o M rn w a co o- - Y Y z _ - Q �z Qz z Q-o 0� L-a Q m �o ao Al g�om w =w 133 � _—_—_—_ 211S 1S13'N 3N - k--_�z _ .,—� �__ m w _ 4 I_ 4 — O p O _ _ g o' I a� c'Vy 00 e l N. z�� p zzo W _ �O A. a w W g _ JJJ dU S o °Y O Z I a a .fid ❑dam J � -- --. 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To m < z r > z Jil TW M 2!7 10< o m 0 �..w M0 > 3.0 z Z m *Zl Or ol Z r U) 0 FAx z EXHIBIT C ,,/JKM EVE D 7 OPERS March 20, 2019 Ms. Amanda Bassiely Senior Planner—Urban Designer Development, Planning &Zoning City of Boynton Beach 100 E. Boynton Beach Blvd. Boynton Beach, FL 33435 E: _Bass ielyA4 bfl.us Height Exception Application for Boynton Town Square Phase 3 New Development Site Plan Application Dear Ms. Bassiely: The purpose of this letter is to formally request processing of a Height Exception Application for the Boynton Town Square Phase 3 project. As you are aware, there is currently a New Development Site Plan application for Phase 3 under review by the City. Phase 3 consists of three (3) primary structures: a North residential building; a Central residential building; and a parking garage. The Applicant is requesting a height exception of 12'-9" (or a maximum overall building height of 87'-9"vs 75') for the North residential building. The purpose of this additional height is to accommodate architectural mansard, parapet and tower elements that break up the horizontal roof plane. There is no habitable space proposed above the current 75' maximum height. The following review standards for a Height Exception Application as stated within the Boynton Beach Code of Ordinances are as follows: a. On the subject site or surrounding properties, whether the height exception would adversely affect any of the following: 1) light and air; 2)property values; 3) the living conditions; or 4) existing or proposed land uses; The proposed height exception has no affect on items 4144 above. In contrast, the additional height architecturally enhances the proposed building by supporting numerous architectural elements. None of these elements block light or air to adjacent properties. Adjacent properties include two (2) rights-of-way, a proposed parking structure and a vacant City-owned parcel currently programmed for future development as a hotel. The construction of an architecturally appealing building supports increases in property values and 102 NE 2nd Street,#203 ■ Boca Raton,FL 33432 m P:(561)886-6684 m F:(561)909-1326 www.jkmdevelopers.com Page 835 of 993 demonstrates that City land use and zoning regulations are compliant with market realities. b. Whether the height exception would be a deterrent to the development or improvement of adjacent properties in accord with existing regulations; The proposed height exception will not affect, or specifically deter, the development of adjacent properties in accordance with existing regulations. The additional height proposed serves to enhance the architectural character of the building and therefore the immediate area. In addition, the proposed building is adjacent to two (2)rights of way, a proposed parking garage, and a City-owned vacant parcel currently programmed for a future hotel. c. Whether the height exception would contribute to the architectural character and form of the proposed project; The proposed height exception of 12'-9" above the permitted maximum height of 75' is requested in order to enhance the architectural character of the proposed building. A mansard roof; parapet elements; and tower elements located above the 75' maximum building height work together in order to break up the horizontal plane of the roof lines. d. Whether the height exception would positively contribute to the city's desired image, streetscape design, or recommendation of any applicable redevelopment plan; The proposed height exception is to accommodate architectural elements only and does not encompass habitable living area. The proposed varied roof line and coastal architectural elements provide architectural character to the Town Square project and directly relate to the hardscape and landscape designs. e. Whether the height exception would contribute, incentivize, or serve as a catalyst for sustainable development and other green initiatives; The architectural elements that are accommodated via the proposed height exception provide additional roof top screening for the potential future installation of solar panels and rain harvesting equipment. Both of these installations contribute toward sustainable development and environmentally friendly architectural design. f. Whether the height exception is necessary and not proposed in a manner with which the principle objective is to maximize project visibility without concern for architectural or aesthetic integrity; and The primary purpose of the propose height exception is to provide varied architectural elements that break up the roof plan and add significant interest to the building. No habitable spaces are accommodated by the proposed height increase. Page 836 of 993 g. Whether sufficient evidence has been presented to juste the need for a height exception. The proposed architectural plans for the North building illustrate the architectural treatments that enhance the aesthetic of the proposed building. These treatments help to define a sense of place within the Boynton Town Square development. Should you have any questions or require additional information,please feel free to contact me. Thank you. 7es y, ieldal Page 837 of 993 EXHIBIT D DEV PERS February 22, 2019 Ms. Amanda Bassiely Senior Planner—Urban Designer Development, Planning & Zoning City of Boynton Beach 100 E. Boynton Beach Blvd. Boynton Beach, FL 33435 E: 13assielyA(&bbfl.us RE: CDPA Application for Boynton Town Square Phase III (NorthCentral) Dear Ms. Bassiely: The purpose of this letter is to officially request relief from the standards of Chapter 4, Article I1I, Section 6 which require the placement of habitable building area adjacent to all collector or arterial roads within Mixed Use (Urban) districts. Furthermore, these standards prohibit the placement of parking garage facades adjacent to arterial or collector roads. Specific Code sections within Section 6 which refer to these restrictions are as follows: Chapter 4, Article III, Section 6, Paragraph .2, : "Within mixed-use and non-residential developments, structures proposed along arterial roadways shall be required to occupy the entire length of the street frontage, notwithstanding adjustments for cross-visibility, and open areas devoted to public gathering or pedestrian circulation. This building location requirement along the arterial roadway only applies to new construction or major site plan modifications to existing developments... " Chapter 4, Article 1I1, Section 6, Paragraph F.2.c: "Freestanding Parking Garages. Freestandingparking garages are allowed within the "Mixed-Use (Urban)"districts provided that they do not have frontage on any arterial or collector roadway... " This request is specifically for the East facade only of the parking garage located in Phase III on Parcel 2. This parking garage provides parking for both private and City uses. The following review criteria (a through i) are utilized during the review of a CDPA request. Below are my responses to each criteria: a. Whether the proposed request will demonstrate consistency with the Comprehensive Plan. 102 NE 2nd Street,#203 ■ Boca Raton,FL 33432 ■ P:(561)886-6684 ■ F:(561)909-1326 www.jkmdevelopers.com Page 838 of 993 The proposed deviation is consistent with the Comprehensive Plan and does not affect the City's Goals and Policies. Specifically, the proposed deviation has no effect on: • Compliant, range of land uses; • Complaint density and intensity; • Furthering compact, urban development; • Providing a variety of residential use types; • Preserving environmentally sensitive areas In contrast, the proposed deviation furthers the goal of providing recreation land uses to the public by providing easily accessible parking and aids in the redevelopment of the CRA area. b. Whether the proposed request will not significantly detract from the livability or appearance of the city and will be consistent with the established or desired character of the area, or with the redevelopment plan, where applicable. The proposed deviation will not create adverse livability or appearance within eh Boynton Town Square development. The exposed fagade of the parking garage includes architectural details that are consistent with adjacent buildings. The location of the parking garage, with adjacency to NE 1 sr Street, is also consistent with the Master Plan. c. On balance, whether the proposed request will be consistent with the purpose of the standard for which a deviation is requested. Granting the request will equally or better meet the purpose of the standard to be appealed. The purpose of the current standard is to provide architecturally consistent "street wall"facades adjacent to arterial and collector roads. The inclusion of habitable area also furthers CPTED "eyes on the street" initiatives for pedestrian safety and security. The requested deviation will at a minimum equally further the intents of the current standard by providing a fagade that is architecturally consistent with adjacent buildings. Furthermore, this fagade serves as a primary access point for both vehicles and pedestrians,furthering CPTED principles. d. Whether the proposed request is intended to save or preserve existing trees or desired flora. (1) Whether the applicant is unable to design or locate proposed buildings, structures, or improvements and preserve the tree(s) and comply with all provisions of these community design standards without causing the applicant undue hardship; and The proposed deviation has no affect on the preservation of flora and fauna as this is an urban location that is completely cleared. (2) Whether it is not feasible to transplant the trees to another location on the subject site considering the following: 1) shape and dimensions of the real Page 839 of 993 property; 2) location of existing structures and infrastructure improvements; and 3) size, age, health, and species of trees sought to be protected. The proposed deviation has no affect on the preservation of flora and fauna as this is an urban location that is completely cleared. e. Whether the proposed request will have adverse environmental impacts that cannot be prevented by the imposition of conditions. There are no adverse environmental conditions created by the proposed deviation. The site is cleared and void of vegetation. f. Whether the proposed request will have an adverse impact on property values of abutting or adjacent land. The proposed deviation will not have an adverse impact on the property values of abutting parcels. In contrast, the requested deviation will provide greater visibility and ease for Town Square parking, which therefore supports the economic viability of adjacent businesses and enhances public access to municipal uses. g. Whether the proposed request will seriously reduce the quality or quantity of light and air available to adjacent properties. There is no adverse effect to light or air on adjacent parcels with the proposed deviation. The subject property is an urban, mid-rise site that supports up to 8 stories in height. In contrast, this East fagade of the parking garage is 5 stories in height. . Whether the proposed request is necessary to further the objectives of the city to assist with economic development and business promotion. The proposed deviation furthers the economic development and business promotion objectives of the City by providing a highly identifiable location for parking. Ease of parking in urban mixed-use settings is a key ingredient for the economic viability of businesses. Ease ofparking for municipal uses (the public) encourages residents to visit the location and participate in City programmed public events. i. Whether the proposed request meets the purpose and intent of these regulations but conflicts with another site development standard or requirement, including sustainable development and green initiatives. The proposed deviation does meet the intent of the standards by providing a street-wall adjacent to the base building line that is architecturally consistent with adjacent buildings. The deviation does not place the required habitable space adjacent to the Page 840 of 993 base building line, but supports a high level of public use as a primary vehicular and pedestrian access point for all of Town Square. This public use enhances "eyes on the street" and furthers the goal of providing a safe and secure downtown environment. Should you have any questions or require additional information,please feel free to contact me. Thank you. Zes elda Page 841 of 993 EXHIBIT "E" Conditions of Approval Project Name: Town Square Phase Three File number: MSPM 19-005/CDPA 19-001 / HTEX 19-001 Reference: 41h review of plans identified as a Maior Site Plan Modification with a March 18, 2019 Planning and Zoning Department date stamp marking. DEPARTMENTS INCLUDE REJECT ENGINEERING / PUBLIC WORKS/ FORESTRY/ UTILITIES Comments: 1. Provide an 18-inch clear zone for the columns supporting the X porte cochere. 2. Provide the height dimensions of the opening(s) to the parking X garage. 3. The light poles and fixtures shall be coordinated with Town Square X standard and shall be owned and maintained by FPL. 4. At the west entrance (NE 1 st Ave) of the parking garage please X provide a turning radius for the south bound right turning movement. 5. At the dead end, on the first level of the parking garage, a tee-turn X around is required in accordance with the City Engineering Handbook detail P-10. 6. Show safe corners, per the City's Engineering detail P-13, at all X ingress/egress locations. 7. Please stencil within all loading zones "No Parking" X FIRE Comments: Additional comments may be rendered at time of permitting. POLICE Comments: All previous comments addressed at DART meeting. BUILDING Comments: All previous comments addressed at DART meeting. PARKS AND RECREATION Comments: 8. Park impact fees are due at time of permitting. X Page 842 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Conditions of Approval Page 2 of 3 DEPARTMENTS INCLUDE REJECT PLANNING & ZONING Comments: 9. Prior to permitting, obtain approval of Major Master Plan X Modification 19-001. 10. At time of permitting, provide manufacturer paint chips and call out X all proposed colors and materials on all proposed elevations. 11. Prior to permitting, provide a ROW dedication on Boynton Beach X Boulevard, Ocean Avenue, and NE 1 Street per site plan hatched area. 12. A sign program is required prior to issuance of any sign permits. X 13. Coordinate with the City's Public Art's Manager to implement the X approved Town Square Public Art's Master plan. 14. Provide locations for required covered bike racks. X 15. Revise parallel parking spaces to meet the City Engineering X Handbook detail. Any deviation require an Engineering Waiver. 16. Revise elevations to show all proposed overhead doors to be X painted to match the building. 17. Remove the proposed landscape strip along Ocean Avenue and X replace with street trees in flexi pave. 18. Revise landscape plans to include no less than 50% of the X proposed 229 trees to be canopy trees. 19. Provide a detail for the wall proposed along the Children's X Schoolhouse Museum. The wall must be decorative and provide landscaping along the outside of the wall. 20. The Master Plan requires an additional 144,155 square feet be X built with in Phase Four in order to comply with the minimum FAR of 1.75. 21. Revise garage colors to be consistent with the proposed X residential buildings Page 843 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Conditions of Approval Page 3 of 3 DEPARTMENTS INCLUDE REJECT 22. Enhance west and south elevations of the garage and the X exposed portion of the north elevation of the garage to match the proposed east elevation. 23. Provide the overall height for the garage. The zoning district X allows a maximum height of 75 feet with an additional 5 foot parapet wall. A height exception may be required if the garage exceeds the allowable height. 24. Provide a legible photometric plan with calculation not in excess of X 5.9 foot-candles. 25. Provide color elevations of the entire east fagade (including the X garage in place). 26. At time of permitting of Building "B" provide a recorded Deed X Restriction, designating the property as age restricted apartments for individuals 55 years of age and older. COMMUNITY REDEVELOPMENT AGENCY Comments: All previous comments addressed at DART meeting. PLANNING AND DEVELOPMENT BOARD CONDITIONS Comments: None. CITY COMMISSION CONDITIONS Comments: To be determined. S:\Planning\SHARED\WP\PROJECTS\TOWN SQUARE\Town Square Phase 3_MSPM 19-005\StaffReport\ExhibitE_MSPM 19-005 COA.doc Page 844 of 993 DEVELOPMENT ORDER OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA PROJECT NAME: Town Square Phase Three (CDPA 19-001) APPLICANT: James S. Gielda, JKM BTS North, LLC APPLICANT'S ADDRESS: 2300 Glades Road Suite, 202E, Boca Raton, FL 33431 DATE OF HEARING RATIFICATION BEFORE CITY COMMISSION: April 16, 2019 APPROVAL SOUGHT: Approve a Community Design Appeal (CDPA 19-001) for Town Square Phase Three from Chapter 4, Article III, Section 6.F., "Off-Street Parking Area Standards", which requires facades of parking garages that front on an arterial or collector roadway to be wrapped with habitable space. LOCATION OF PROPERTY: The Phase Three (3) portion of the Town Square Master Plan located at the north east corner of the site bound on the north by Boynton Beach Boulevard, the south by Ocean Avenue and on the east by NE 1St Street DRAWING(S): SEE EXHIBIT "B" ATTACHED HERETO. THIS MATTER was presented to the City Commission of the City of Boynton Beach, Florida on the date of hearing stated above. The City Commission having considered the approval sought by the applicant and heard testimony from the applicant, members of city administrative staff and the public finds as follows: 1. Application for the approval sought was made by the Applicant in a manner consistent with the requirements of the City's Land Development Regulations. 2. The Applicant X HAS HAS NOT established by substantial competent evidence a basis for the approval requested. 3. The conditions for development requested by the Applicant, administrative staff, or suggested by the public and supported by substantial competent evidence are as set forth on Exhibit "C" with notation "Included." 4. The Applicant's request is hereby X GRANTED subject to the conditions referenced in paragraph 3 above. DENIED 5. This Order shall take effect immediately upon issuance by the City Clerk. 6. All further development on the property shall be made in accordance with the terms and conditions of this order. 7. Other: DATED: City Clerk S:\Planning\SHARED\WP\PROJECTS\TOWN SQUARE\Town Square Phase 3_MSPM 19-005\StaffReport\CDPA 19-001_DO.doc Page 845 of 993 8.1. PUBLIC HEARING 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve Major Site Plan Modification (MSPM 19-005) for Town Square Phase Three in order to construct a 210 unit apartment building, a 104 unit, age restricted apartment building, 8,512 square feet of restaurant space, 11,030 square feet of retail space, and an 875 parking space garage on a 4.10 acre site. Applicant: James S. Gielda, JKM BTS South, LLC. EXPLANATION OF REQUEST: Mr. James Gielda, agent for the JKM BTS North, LLC is requesting approval of a Major Site Plan Modification for the third phase of the Town Square Master Plan. Phase One included the construction city hall and library building, a parking garage, right-of-way improvements, and public amenities. Phase Two included a residential wrap around the southern garage containing 261 dwelling units. This request, Phase Three, consists of a 210 unit apartment building, a 104 unit age restricted apartment building, 8,512 square foot of restaurant space, 11,030 square foot retail space, and an 875 parking space garage which includes 223 valet parking spaces. The applicant is concurrently requesting a Community Design Appeal (CDPA 19- 001) from Chapter 4, Article 111, Section 6 Paragraph F.2.c, which requires that habitable building area is provided around parking structures that have frontages on collector or arterial roads. The applicant is also requesting approval of a Height Exception (HTEX 19-001) in order to allow the proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. The Planning and Development Board reviewed this item at is March 26, 2019 meeting and forwards it with a recommendation for approval. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? N/A FISCAL IMPACT: The Town Square project consists of a relatively complex arrangement among the P3 partners involving land transfers, building lease arrangements and construction responsibilities; however, it will ultimately result in a major enhancement of the city's property tax rolls. Additional financial benefits will be in the form of building permit and business tax certificate of use revenues. ALTERNATIVES: None recommended. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: This Town Square Development is currently under the heading "Culturally Distinct Downtown" within the City's Strategic Plan, and has also corresponded with other headings or pillars such as High Performing Organization. Given the significant size and anticipated impact on the downtown area, it could also correspond with topics or descriptions as "Energetic Downtown" and "Growing Jobs and Business Opportunities". Page 846 of 993 CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: N/A Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Staff Report Town Square Phase Three Staff Report D Location Map Exhibit A® Location Map D Drawings Exhibit B ® Project Plans D Letter Exhibit C ® HTEX Justification Statement D Letter Exhibit D ® CD PA Justification Statement D Conditions of Approval Exhibit E ® Conditions of Approval D Development Order Development Order Page 847 of 993 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 19-012 STAFF REPORT TO: Chair and Members Planning and Development Board THRU: Ed Breese Planning and Ztoing Administrator FROM: Amanda Bassiely, AICP Principal Planner DATE: March 19, 2019 PROJECT NAME: Town Square Phase Three Major Site Plan Modification (MSPM 19-005) Community Design Appeal (CDPA 19-001) Height Exception (HTEX 19-001) REQUEST: Approve a Major Site Plan Modification (MSPM 19-005) for Town Square Phase Three in order to construct a 210 unit apartment building, a 104 unit, age restricted apartment building, 8,512 square feet of restaurant space, 11,030 square feet of retail space, and an 875 parking space garage on a 4.10 acre site. Approve a Community Design Appeal (CDPA 19-001) for Town Square Phase Three from Chapter 4, Article III, Section 6.F., "Off-Street Parking Area Standards",which requires facades of parking garages that front on an arterial or collector roadway to be wrapped with habitable space. Approve a Height Exception(HTEX 19-001)for Town Square Phase Three in order to allow the proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. PROJECT DESCRIPTION Property Owner: JKM BTS North, LLC Applicant: James S. Gielda, JKM BTS North, LLC Agent: James S. Gielda, JKM BTS North, LLC Location: The Phase Three(3) portion of the Town Square Master Plan located at the north east corner of the site bound on the north by Boynton Beach Boulevard, the south by Ocean Avenue and on the east by NE 1st Street (see Exhibit"A"-Site Location Map). Page 848 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 2 Existing Land Use: MXM (Mixed Use Medium) Proposed Land Use: No change proposed Existing Zoning: MU-3 (Mixed Use 3) Proposed Zoning: No change proposed Proposed Use: Multifamily Residential and Commercial Acreage: 4.10 acres Adjacent Uses: Right-of-way for East Boynton Beach Boulevard, and farther north are North: developed commercial properties classified Local Retail Commercial (LRC) and zoned C-3, (Community Commercial); and Right-of-way for East Ocean Avenue, and farther south, a portion of the South: approved Town Square Master Plan classified Mixed Use Medium (MXM) and zoned MU-3 (Mixed Use -3); and Right-of-way for SE 1st Street; father east are developed multi-family East: homes and commercial properties classified Medium Density Residential (MEDR)and Local Retail Commercial(LRC)and zoned R-3, (Multi-Family Residential District) and C-3 (Community Commercial) ; and A portion of the approved Town Square Master Plan classified Mixed West: Use Medium (MXM) and zoned MU-3 (Mixed Use -3). PROPERTY OWNER NOTIFICATION Owners of properties within 400 feet of the subject request were mailed a notice of this request and its respective hearing dates. The applicant certifies that they posted signage and mailed notices in accordance with Ordinance No. 04-007. BACKGROUND Proposal: Mr. James Gielda, agent for the JKM BTS North, LLC is requesting approval of a Major Site Plan Modification for the third phase of the Town Square Master Plan. Phase One included the construction city hall and library building, a parking garage, right-of-way improvements,and public amenities. Phase Two included a residential wrap around the southern garage containing 261 dwelling units. This request, Phase Three, consists of a 210 unit apartment building, a 104 unit age restricted apartment building, 8,512 Page 849 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 3 square foot of restaurant space, 11,030 square foot retail space, and an 875 parking space garage which includes 223 valet parking spaces. The applicant is concurrently requesting a Community Design Appeal(CDPA 19- 001) from Chapter 4, Article III, Section 6 Paragraph F.2.c, which requires that habitable building area is provided around parking structures that have frontages on collector or arterial roads. The applicant is also requesting approval of a Height Exception (HTEX 19-001)in orderto allowthe proposed architectural elements to exceed the 75 foot maximum permitted by code and allow a maximum height of 87 feet and nine (9) inches. ANALYSIS Concurrency: Traffic: A traffic study was sent to the Palm Beach County Traffic Division for their information and review;they have responded that the project is located within the boundaries of the City of Boynton Beach TCEA (Traffic Concurrency Exception Area) and therefore meets the Palm Beach County Traffic Performance Standards.The traffic study was performed for the master plan as a whole, and indicates that the project would generate an additional 209 AM Peak Hour trips and 274 PM Peak Hour trips. School: The approved Town Square master plan has 705 dwelling units planned within Phase Two and Three. The School District of Palm Beach County has confirmed that area schools have adequate capacity to accommodate the potential public school students who will reside in the proposed dwelling units with their families. Utilities: The City's water capacity would meet the projected potable water for this project. Sufficient sanitary sewer and wastewater treatment capacity is also currently available to serve the project. The applicant will be making several upgrades to utility lines in the vicinity of the project as part of the site development along with the integration of the new District Energy Plant that was recently approved to provide a shared central cooling resource for building cooling systems. Police/Fire: The Police Department has reviewed the site plan and all review comments have been acknowledged by the applicant and will be addressed at the time of permitting. The Fire Department notes that they will be able to provide an adequate level of service for this project with current or expected infrastructure and/or staffing levels. Further plan review by Police and Fire will occur during the building permit process. Drainage: Conceptual drainage information was provided for the City's review. The Engineering Division has found the conceptual information to be adequate and is recommending that the review of specific drainage solutions be deferred until time of permit review. Page 850 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 4 Access: The overall master plan conforms to a grid block configuration and allows for vehicular flow through the project; however,access is limited to public streets and garage entries. In order to complete a vehicular grid system, SE 1st Avenue is proposed to connect to Seacrest Boulevard. To achieve a `main street' concept and slow traffic. Drop-off areas and angled on-street parking is proposed on Ocean Avenue.There are also two small surface parking lots; one located on NE 1 st Avenue and the other on SE 1 st Avenue to serve the commission chambers and the Historic Old High School. Paver sidewalks are provided along all right-of-ways and between buildings. The sidewalks along Boynton Beach Boulevard are proposed to be 15 feet width. The sidewalks along Ocean Avenue are proposed to be 16 feet in width and will be large enough to accommodate outdoor dining areas while maintaining a clear 5 foot walkway. The proposed sidewalk along NE 1St is 10 feet in width. Parking: This phase of the Town Square Master Plan includes 314 residential units, 11,030 of retail space and 8,512 square foot of restaurant space. A shared parking study accounts for all the required parking for the master plan area. Refer to staff report MPMD 19-001 for parking information. (see Exhibit E- Conditions of Approval). Landscaping: The Plant List (Sheets LP-3) indicates that the project would add a total of 229 trees and palm trees, 1,130 shrub specimens, and 5,693 small shrubs/groundcover plants. All plant materials to be used in the landscape design are required to be Florida number one grade and must be identified as having "low" or "medium" watering needs in the South Florida Water Management's "Waterwise" publication (see Exhibit E - Conditions of Approval). The proposed tree species would include the following: High Rise Live Oak, White Multi-trunk Crepe Myrtle, Pink Tabebuia, Hong Kong Orchid Tree, and Gumbo Limbo. Palm species would include Royal Palm, Foxtail Palm, Sabal Palmetto, Montgomery Double, and Triple-trunk Palms, and Medjool Date Palm. Projects proposed in the Cultural District of the Community Redevelopment Area are encouraged to have a streetscape design which reduces the building setbacks and encourage building placement abutting the street,thus creating an urban setting.The purpose of the streetscape design concept is to create a landscape design that encompasses both the private and public domain, to blend the two areas into one unified landscape scheme and pedestrian experience. This is accomplished through hardscape and landscape choices, covered walkways (arcades, awnings,tree canopy), and streetscape amenities (benches, lighting, accent plantings). The landscape design proposed by the applicant depicts the use of street trees and planters in order to expanded sidewalks to allow for outdoor dining and shared use paths. The project also proposes building awnings, shade structures, street furniture, and pedestrian lighting to enhance the pedestrian experience. Building and Site: The proposed master plan site area totals 15.04 acres, while the Phase Three site area is 4.10 acres. This phase includes two residential buildings. Page 851 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 5 The first is located at the northeast corner of the site and consists of 210 dwelling units. Of the 210 units, 140 units are one-bedrooms, 53 units are two-bedroom units, and 17 units are three-bedrooms. The first floor of the building contains 11,030 square feet of retail space fronting Boynton Beach Boulevard. The building also has two private courtyards used as amenity decks. The building connects to the 875 parking space garage via elevated walkways. The second residential building is located at the northwest corner of East Ocean Avenue and NE 1St Street and consists of 104 age restricted (55 years of age or older)dwelling units. Of the 104 units, seven (7)are studios, 55 are one-bedroom units, and 42 are two-bedroom units. The first floor of the building contains private amenities for the residents and two public restaurants, which front East Ocean Avenue. The building also has a courtyard amenity deck and directly connects to the proposed parking garage to the north. Relative to the floor area ratio (FAR) regulations within the code, the Mixed Use — 3 (MU-3) zoning district has a maximum FAR of 3.0 and a minimum FAR of 1.75. The Master Plan totals 15.04 acres and includes both public and private projects. As a part of the Public/ Private Partnership process, several components were required to be incorporated into the Master Plan, these include maintaining the existing Old High School, maintaining the existing Children's Schoolhouse Museum, creating Kapok Park, and creating the amphitheater with the associated lawn area. The required areas total approximately four (4) acres; leaving the remaining areas to equal 11.04 acres (480,902 square feet). The minimum allowable built square footage is 841,579 (1.75 FAR), the maximum allowable built square footage is 1,442,706 (3.0 FAR). To date the approved square footage per phase is listed below: Town Square Phase APPROVED SQ FT Phase One 109,085 Phase Two 278,700 Phase Three 309639 Phase Four TBD 697,424 The Master Plan requires an additional 144,155 square feet be built with in Phase Four in order to comply with the minimum FAR of 1.75 (see Exhibit E - Conditions of Approval). FAR will be re-calculated as a part of the Phase Four site plan submittal for compliance with the Land Development Page 852 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 6 Regulations Building Height: The Land Development Regulations, Chapter 3, Article III, Section 5.C.1, Mixed Use (Urban) Districts Building and Site Regulations, limits all structures located within the MU-3 zoning district to a maximum height of 75 feet above the minimum finished floor with an additional five (5)foot parapet wall, totaling 80 feet in height. Noted exceptions to the maximum building height include provisions for architectural enhancements such as church spires, domes, cupolas and rooftop equipment. However, the noted exceptions are allowed only through obtaining approval from the City Commission (HTEX 19-001). In considering an application for exception to the district height regulation, the City Commission shall make findings indicating the proposed exception has been studied and considered in relation to minimum standards, where applicable. The applicant has prepared responses to the review criteria (see Exhibit C— Height Exception Justification Statement). The proposed building elevation of the north residential structure (Sheet AC3.01-2) depicts the typical flat roof deck height as 71 feet and 9 inches, with typical parapet wall with decorative cornice at approximately 80 feet and 9 inches.Tower elements and architectural features are proposed to extend up to 87 feet and 9 inches in height, 7 foot and 9 inches above the maximum allowable height in the MU-3 zoning district. The plans indicate that the requested height exception is not for the entire roof of the proposed structure, but only relatively small areas near the corners and the center, primarily to add architectural interest and variations in the roofline. As evidenced by previous approvals,this request for height exception would not constitute a granting of special privilege, nor would it impact the air or light of adjacent properties, due to the small percentage of the overall roof area that is subject to the height exception The proposed building elevation of the residential structure along NE 1St Street (Sheet AC3.01-3) depicts the typical flat roof deck height as 61 feet and three (3) inches, a typical parapet height of 70 feet and 7 inches, and an overall height of 75 feet. The proposed building elevation of the garage(SheetA4.01)depicts a"Level 7" height of 71 feet and 9 inches, however, overall heights have not been depicted (see Exhibit E — Conditions of Approval) Setbacks: The MU-3 zoning district requires no building setbacks, but rather a zero (0) foot build-to line. However,the building setbacks may be increased up to 15 feet administratively,without benefit of a Community Design Plan Appeal, in areas where the intent is to 1) enhance public spaces such as sidewalks, plazas,fountains, or outdoor seating areas;2)optimize landscape design;3) maximize on-site drainage solutions; and/or 4) accommodate architectural features and building enhancements. This requirement would apply to all building facades fronting on a street. Right-of-way dedications are required along all adjacent streets (see Exhibit E - Conditions of Approval). The Page 853 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 7 building setback is measured from the proposed property line to the exterior surface of the building or supporting columns. Along Boynton Beach Boulevard the proposed building is setback 10 feet; along NE 1St Street the building is setback 1.9 feet; and there is a 1 foot setback from East Ocean Avenue, however the building face is setback 16 from the back of curb. Amenities: As stated above, the residential building include private courtyard amenity decks which include landscaped areas,walkways, benchs, swimming pools, pool decks, outdoor kitchen and a loggia. The overall Town Square Master Plan includes a space labled "The Green", a proposed 55,383 square foot public amphitheaterand open space, "Kapok Park" a 27, 688 square foot open space at the corner of Ocean Avenue and Seacrest Boulevard, and a 6,966 square foot playground on the north side of the Children's Schoolhouse Museum. The existing 5,500 square foot plaza located on the south side of the Children's Schoolhouse Museum will remain. Sidewalks and street trees are proposed along all right-of-ways and active areas are proposed along all main streets. The plan also identifies an extensive pedestrian circulation system throughout the site. Design: The proposed residential buildings have a coastal contemporary design, featuring a smooth stucco finish, parapet roof with towerfeatures,decorative cornices and banding, modulation of the facades, Bahama shutters, raised stucco banding, and white aluminum railings. The buildings share a neutral color palette with all colors being from Sherwin William. The body of each building is a variation of greys including Dorian Gray(SW7017), Mindful Gray (SW7016), Repose Gray (SW7015), and Worldly Gray (SW7043) used to create interest within the building's articulation. The trims of each building is Pure White (SW7005)and Dress Blue (SW1976) is used as an accent color to highlight the tower and pedestal feature. The proposed garage is located directly south of the 210 unit building and north of the 104 age restricted residential building. The two residential buildings screen the garage from view from both Boynton Beach Boulevard and East Ocean Avenue. However, the portion of the garage which fronts NE 1st Street, is not proposed to have habitable building space, which leaves the garage in view from the right-of-way. The applicant has submitted an application for a Community Design Plan Appeal (CDPA 19-001) from Land Development Regulations (LDR) Chapter 4, Article III, Section 6.F., "Off-Street Parking Area Standards", which requires facades of parking garages that front on an arterial or collector roadway to be wrapped with habitable space.The applicant has prepared responses to the review criteria (see Exhibit "D" - Justification Statement) and believes that the building as proposed will not significantly detract from the livability or appearance of the downtown and will be consistent with the desired character of the area and redevelopment plan. The proposed garage elevation (Sheet A4.01) is designed utilizing similar architectural features of the residential buildings on either side(see Exhibit E Page 854 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Memorandum No PZ 19-012 Page 8 — Conditions of Approval). While staff believes the appearance between habitable and non-habitable space will be distinguishable, the architectural treatments are such that the residential building and garage blend well together as a cohesive structure, as opposed to two distinct buildings. Staff recommends that the west elevations, and the portions of the exposed north elevations, be architecturally enhanced to match the east elevation (see Exhibit E—Conditions of Approval). Additionally,the fact that the applicant proposes to incorporate a living green screen on the fagade should add interest to the structure and enhance the pedestrian experience by furthering the artistic ambiance of the downtown. Lighting: Schematic lighting plans for the have been submitted (Sheet E1), however the foot-candle readings are not legible.Spot readings may not exceed of the maximum 5.9 foot-candles permitted. (see Exhibit E - Conditions of Approval). The plan includes 27 freestanding pole light fixtures, all of which would be 20 feet in height, and have a decorative lighting fixture and side arm mount. Signage: Site and building signage has not been finalized and a Sign Program consistent with the City's sign regulations will need to be approved for the site prior to requesting any respective sign permits (see Exhibit E — Conditions of Approval). Public Art: The project is subject to the Art in Public Places requirement, and the applicant has been in discussions with the Public Arts Administrator regarding the art and its placement. A public art master plan has been developed and will be integrated throughout the site (see Exhibit E — Conditions of Approval). RECOMMENDATION Staff has reviewed these requests for Major Site Plan Modification, Community Design Appeal,and Height Exception and recommends APPROVAL, subject to approval of the accompanying applications and satisfying all comments indicated in Exhibit E — Conditions of Approval. Any additional conditions recommended by the Board or required by the City Commission shall be documented accordingly in the Conditions of Approval. 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I� 'U 8 8 �.o _ c CU +� Q� aaenbS umol mE J 1 =----- ------ ----- — — 1332i1S1Sl'3'N _- — — - ❑ P o -'o d - w � 40 ID o U < V_ y UO m w z oo 1 w y O=a° �I � w qiL= 00 � = m (6 n r a of as = �e a o� na - I 4 _ ILL" Lu - ❑❑ Lu = o or ir I w -t- u m m o Y J I woyw x w S� x Q _ � om a v W O Q w U o. W = a Q� �ww F c��Q - _ xzw oxw� J EIEI :1 W N W a W N W Y - II ° ❑ ❑❑ 1 ° a _ _ m9 09 pv _ g = M - mH <o m �,� aLL m LLLL �,� z a aLL HLL m m o a a 0 0 fa ps C9 qch CT r, CD > 0 0 t9 .CD 0 Cn CD 11H HH11111F 111111011[HE 111HRIIIIIHIR Ill III I IN III 11111111111111111111` a 3n 71, jEa LO g K, Ic 0 CC) > In z (T iffl Cu m FD Q 6 , i 7z 3 Do U."'m z K 0 m Roi ll - Z —Z RH > m TFII ITI F3 - E-1 M�q LP �i A0. To m </ < z r > z Jil TW M 2!7 10< o m 0 �..w M0 > 3.0 z Z m *Zl Or ol Z r U) 0 FAx z EXHIBIT C ,,/JKM EVE D 7 OPERS March 20, 2019 Ms. Amanda Bassiely Senior Planner—Urban Designer Development, Planning &Zoning City of Boynton Beach 100 E. Boynton Beach Blvd. Boynton Beach, FL 33435 E: _Bass ielyA4 bfl.us Height Exception Application for Boynton Town Square Phase 3 New Development Site Plan Application Dear Ms. Bassiely: The purpose of this letter is to formally request processing of a Height Exception Application for the Boynton Town Square Phase 3 project. As you are aware, there is currently a New Development Site Plan application for Phase 3 under review by the City. Phase 3 consists of three (3) primary structures: a North residential building; a Central residential building; and a parking garage. The Applicant is requesting a height exception of 12'-9" (or a maximum overall building height of 87'-9"vs 75') for the North residential building. The purpose of this additional height is to accommodate architectural mansard, parapet and tower elements that break up the horizontal roof plane. There is no habitable space proposed above the current 75' maximum height. The following review standards for a Height Exception Application as stated within the Boynton Beach Code of Ordinances are as follows: a. On the subject site or surrounding properties, whether the height exception would adversely affect any of the following: 1) light and air; 2)property values; 3) the living conditions; or 4) existing or proposed land uses; The proposed height exception has no affect on items 4144 above. In contrast, the additional height architecturally enhances the proposed building by supporting numerous architectural elements. None of these elements block light or air to adjacent properties. Adjacent properties include two (2) rights-of-way, a proposed parking structure and a vacant City-owned parcel currently programmed for future development as a hotel. The construction of an architecturally appealing building supports increases in property values and 102 NE 2nd Street,#203 ■ Boca Raton,FL 33432 m P:(561)886-6684 m F:(561)909-1326 www.jkmdevelopers.com Page 876 of 993 demonstrates that City land use and zoning regulations are compliant with market realities. b. Whether the height exception would be a deterrent to the development or improvement of adjacent properties in accord with existing regulations; The proposed height exception will not affect, or specifically deter, the development of adjacent properties in accordance with existing regulations. The additional height proposed serves to enhance the architectural character of the building and therefore the immediate area. In addition, the proposed building is adjacent to two (2)rights of way, a proposed parking garage, and a City-owned vacant parcel currently programmed for a future hotel. c. Whether the height exception would contribute to the architectural character and form of the proposed project; The proposed height exception of 12'-9" above the permitted maximum height of 75' is requested in order to enhance the architectural character of the proposed building. A mansard roof; parapet elements; and tower elements located above the 75' maximum building height work together in order to break up the horizontal plane of the roof lines. d. Whether the height exception would positively contribute to the city's desired image, streetscape design, or recommendation of any applicable redevelopment plan; The proposed height exception is to accommodate architectural elements only and does not encompass habitable living area. The proposed varied roof line and coastal architectural elements provide architectural character to the Town Square project and directly relate to the hardscape and landscape designs. e. Whether the height exception would contribute, incentivize, or serve as a catalyst for sustainable development and other green initiatives; The architectural elements that are accommodated via the proposed height exception provide additional roof top screening for the potential future installation of solar panels and rain harvesting equipment. Both of these installations contribute toward sustainable development and environmentally friendly architectural design. f. Whether the height exception is necessary and not proposed in a manner with which the principle objective is to maximize project visibility without concern for architectural or aesthetic integrity; and The primary purpose of the propose height exception is to provide varied architectural elements that break up the roof plan and add significant interest to the building. No habitable spaces are accommodated by the proposed height increase. Page 877 of 993 g. Whether sufficient evidence has been presented to juste the need for a height exception. The proposed architectural plans for the North building illustrate the architectural treatments that enhance the aesthetic of the proposed building. These treatments help to define a sense of place within the Boynton Town Square development. Should you have any questions or require additional information,please feel free to contact me. Thank you. 7es y, ieldal Page 878 of 993 EXHIBIT D DEV PERS February 22, 2019 Ms. Amanda Bassiely Senior Planner—Urban Designer Development, Planning & Zoning City of Boynton Beach 100 E. Boynton Beach Blvd. Boynton Beach, FL 33435 E: 13assielyA(&bbfl.us RE: CDPA Application for Boynton Town Square Phase III (NorthCentral) Dear Ms. Bassiely: The purpose of this letter is to officially request relief from the standards of Chapter 4, Article I1I, Section 6 which require the placement of habitable building area adjacent to all collector or arterial roads within Mixed Use (Urban) districts. Furthermore, these standards prohibit the placement of parking garage facades adjacent to arterial or collector roads. Specific Code sections within Section 6 which refer to these restrictions are as follows: Chapter 4, Article III, Section 6, Paragraph .2, : "Within mixed-use and non-residential developments, structures proposed along arterial roadways shall be required to occupy the entire length of the street frontage, notwithstanding adjustments for cross-visibility, and open areas devoted to public gathering or pedestrian circulation. This building location requirement along the arterial roadway only applies to new construction or major site plan modifications to existing developments... " Chapter 4, Article 1I1, Section 6, Paragraph F.2.c: "Freestanding Parking Garages. Freestandingparking garages are allowed within the "Mixed-Use (Urban)"districts provided that they do not have frontage on any arterial or collector roadway... " This request is specifically for the East facade only of the parking garage located in Phase III on Parcel 2. This parking garage provides parking for both private and City uses. The following review criteria (a through i) are utilized during the review of a CDPA request. Below are my responses to each criteria: a. Whether the proposed request will demonstrate consistency with the Comprehensive Plan. 102 NE 2nd Street,#203 ■ Boca Raton,FL 33432 ■ P:(561)886-6684 ■ F:(561)909-1326 www.jkmdevelopers.com Page 879 of 993 The proposed deviation is consistent with the Comprehensive Plan and does not affect the City's Goals and Policies. Specifically, the proposed deviation has no effect on: • Compliant, range of land uses; • Complaint density and intensity; • Furthering compact, urban development; • Providing a variety of residential use types; • Preserving environmentally sensitive areas In contrast, the proposed deviation furthers the goal of providing recreation land uses to the public by providing easily accessible parking and aids in the redevelopment of the CRA area. b. Whether the proposed request will not significantly detract from the livability or appearance of the city and will be consistent with the established or desired character of the area, or with the redevelopment plan, where applicable. The proposed deviation will not create adverse livability or appearance within eh Boynton Town Square development. The exposed fagade of the parking garage includes architectural details that are consistent with adjacent buildings. The location of the parking garage, with adjacency to NE 1 sr Street, is also consistent with the Master Plan. c. On balance, whether the proposed request will be consistent with the purpose of the standard for which a deviation is requested. Granting the request will equally or better meet the purpose of the standard to be appealed. The purpose of the current standard is to provide architecturally consistent "street wall"facades adjacent to arterial and collector roads. The inclusion of habitable area also furthers CPTED "eyes on the street" initiatives for pedestrian safety and security. The requested deviation will at a minimum equally further the intents of the current standard by providing a fagade that is architecturally consistent with adjacent buildings. Furthermore, this fagade serves as a primary access point for both vehicles and pedestrians,furthering CPTED principles. d. Whether the proposed request is intended to save or preserve existing trees or desired flora. (1) Whether the applicant is unable to design or locate proposed buildings, structures, or improvements and preserve the tree(s) and comply with all provisions of these community design standards without causing the applicant undue hardship; and The proposed deviation has no affect on the preservation of flora and fauna as this is an urban location that is completely cleared. (2) Whether it is not feasible to transplant the trees to another location on the subject site considering the following: 1) shape and dimensions of the real Page 880 of 993 property; 2) location of existing structures and infrastructure improvements; and 3) size, age, health, and species of trees sought to be protected. The proposed deviation has no affect on the preservation of flora and fauna as this is an urban location that is completely cleared. e. Whether the proposed request will have adverse environmental impacts that cannot be prevented by the imposition of conditions. There are no adverse environmental conditions created by the proposed deviation. The site is cleared and void of vegetation. f. Whether the proposed request will have an adverse impact on property values of abutting or adjacent land. The proposed deviation will not have an adverse impact on the property values of abutting parcels. In contrast, the requested deviation will provide greater visibility and ease for Town Square parking, which therefore supports the economic viability of adjacent businesses and enhances public access to municipal uses. g. Whether the proposed request will seriously reduce the quality or quantity of light and air available to adjacent properties. There is no adverse effect to light or air on adjacent parcels with the proposed deviation. The subject property is an urban, mid-rise site that supports up to 8 stories in height. In contrast, this East fagade of the parking garage is 5 stories in height. . Whether the proposed request is necessary to further the objectives of the city to assist with economic development and business promotion. The proposed deviation furthers the economic development and business promotion objectives of the City by providing a highly identifiable location for parking. Ease of parking in urban mixed-use settings is a key ingredient for the economic viability of businesses. Ease ofparking for municipal uses (the public) encourages residents to visit the location and participate in City programmed public events. i. Whether the proposed request meets the purpose and intent of these regulations but conflicts with another site development standard or requirement, including sustainable development and green initiatives. The proposed deviation does meet the intent of the standards by providing a street-wall adjacent to the base building line that is architecturally consistent with adjacent buildings. The deviation does not place the required habitable space adjacent to the Page 881 of 993 base building line, but supports a high level of public use as a primary vehicular and pedestrian access point for all of Town Square. This public use enhances "eyes on the street" and furthers the goal of providing a safe and secure downtown environment. Should you have any questions or require additional information,please feel free to contact me. Thank you. Zes elda Page 882 of 993 EXHIBIT "E" Conditions of Approval Project Name: Town Square Phase Three File number: MSPM 19-005/CDPA 19-001 / HTEX 19-001 Reference: 41h review of plans identified as a Maior Site Plan Modification with a March 18, 2019 Planning and Zoning Department date stamp marking. DEPARTMENTS INCLUDE REJECT ENGINEERING / PUBLIC WORKS/ FORESTRY/ UTILITIES Comments: 1. Provide an 18-inch clear zone for the columns supporting the X porte cochere. 2. Provide the height dimensions of the opening(s) to the parking X garage. 3. The light poles and fixtures shall be coordinated with Town Square X standard and shall be owned and maintained by FPL. 4. At the west entrance (NE 1 st Ave) of the parking garage please X provide a turning radius for the south bound right turning movement. 5. At the dead end, on the first level of the parking garage, a tee-turn X around is required in accordance with the City Engineering Handbook detail P-10. 6. Show safe corners, per the City's Engineering detail P-13, at all X ingress/egress locations. 7. Please stencil within all loading zones "No Parking" X FIRE Comments: Additional comments may be rendered at time of permitting. POLICE Comments: All previous comments addressed at DART meeting. BUILDING Comments: All previous comments addressed at DART meeting. PARKS AND RECREATION Comments: 8. Park impact fees are due at time of permitting. X Page 883 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Conditions of Approval Page 2 of 3 DEPARTMENTS INCLUDE REJECT PLANNING & ZONING Comments: 9. Prior to permitting, obtain approval of Major Master Plan X Modification 19-001. 10. At time of permitting, provide manufacturer paint chips and call out X all proposed colors and materials on all proposed elevations. 11. Prior to permitting, provide a ROW dedication on Boynton Beach X Boulevard, Ocean Avenue, and NE 1 Street per site plan hatched area. 12. A sign program is required prior to issuance of any sign permits. X 13. Coordinate with the City's Public Art's Manager to implement the X approved Town Square Public Art's Master plan. 14. Provide locations for required covered bike racks. X 15. Revise parallel parking spaces to meet the City Engineering X Handbook detail. Any deviation require an Engineering Waiver. 16. Revise elevations to show all proposed overhead doors to be X painted to match the building. 17. Remove the proposed landscape strip along Ocean Avenue and X replace with street trees in flexi pave. 18. Revise landscape plans to include no less than 50% of the X proposed 229 trees to be canopy trees. 19. Provide a detail for the wall proposed along the Children's X Schoolhouse Museum. The wall must be decorative and provide landscaping along the outside of the wall. 20. The Master Plan requires an additional 144,155 square feet be X built with in Phase Four in order to comply with the minimum FAR of 1.75. 21. Revise garage colors to be consistent with the proposed X residential buildings Page 884 of 993 Town Square Phase Three MSPM 19-005/CDPA 19-001 /HTEX 19-001 Conditions of Approval Page 3 of 3 DEPARTMENTS INCLUDE REJECT 22. Enhance west and south elevations of the garage and the X exposed portion of the north elevation of the garage to match the proposed east elevation. 23. Provide the overall height for the garage. The zoning district X allows a maximum height of 75 feet with an additional 5 foot parapet wall. A height exception may be required if the garage exceeds the allowable height. 24. Provide a legible photometric plan with calculation not in excess of X 5.9 foot-candles. 25. Provide color elevations of the entire east fagade (including the X garage in place). 26. At time of permitting of Building "B" provide a recorded Deed X Restriction, designating the property as age restricted apartments for individuals 55 years of age and older. COMMUNITY REDEVELOPMENT AGENCY Comments: All previous comments addressed at DART meeting. PLANNING AND DEVELOPMENT BOARD CONDITIONS Comments: None. CITY COMMISSION CONDITIONS Comments: To be determined. S:\Planning\SHARED\WP\PROJECTS\TOWN SQUARE\Town Square Phase 3_MSPM 19-005\StaffReport\ExhibitE_MSPM 19-005 COA.doc Page 885 of 993 DEVELOPMENT ORDER OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA PROJECT NAME: Town Square Phase Three (MSPM 19-005) APPLICANT: James S. Gielda, JKM BTS North, LLC APPLICANT'S ADDRESS: 2300 Glades Road Suite, 202E, Boca Raton, FL 33431 DATE OF HEARING RATIFICATION BEFORE CITY COMMISSION: April 16, 2019 APPROVAL SOUGHT: Approve Major Site Plan Modification (MSPM 19-005) for Town Square Phase Three to construct a 210 unit apartment building, a 104 unit age restricted apartment building, 8,512 square feet of restaurant space, 11,030 square feet of retail space, and an 875 parking space garage on a 4.10 acre site. LOCATION OF PROPERTY: The Phase Three (3) portion of the Town Square Master Plan located at the north east corner of the site bound on the north by Boynton Beach Boulevard, the south by Ocean Avenue and on the east by NE 1St Street DRAWING(S): SEE EXHIBIT "B" ATTACHED HERETO. THIS MATTER was presented to the City Commission of the City of Boynton Beach, Florida on the date of hearing stated above. The City Commission having considered the approval sought by the applicant and heard testimony from the applicant, members of city administrative staff and the public finds as follows: 1. Application for the approval sought was made by the Applicant in a manner consistent with the requirements of the City's Land Development Regulations. 2. The Applicant X HAS HAS NOT established by substantial competent evidence a basis for the approval requested. 3. The conditions for development requested by the Applicant, administrative staff, or suggested by the public and supported by substantial competent evidence are as set forth on Exhibit "C" with notation "Included." 4. The Applicant's request is hereby X GRANTED subject to the conditions referenced in paragraph 3 above. DENIED 5. This Order shall take effect immediately upon issuance by the City Clerk. 6. All further development on the property shall be made in accordance with the terms and conditions of this order. 7. Other: DATED: City Clerk S:\Planning\SHARED\WP\PROJECTS\TOWN SQUARE\Town Square Phase 3—MSPM 19-005\Staff Report\DO.doc Page 886 of 993 8.J. PUBLIC HEARING 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Approve Conditional Use and Major Site Plan Modification for the construction of a 1,927 square foot Taco Bell Restaurant, drive-through and related site improvements, located in a C-3 (Community Commercial) zoning district. Applicant: Raymond Funk, Coastal QSR, LLC (Tabled at the March 19, 2019 Commission Meeting) (Applicant requests fabling continues to May 6th meeting.) EXPLANATION OF REQUEST: The 0.77-acre subject property consist of two parcels, both currently vacant. The applicant is requesting Conditional Use and Major Site Plan Modification approval for the construction of a 1,927 square foot Taco Bell Restaurant, drive-through, and related site improvements. The drive-through portion of the proposed use requires Conditional Use approval at the proposed location. The fast food restaurant is generally compatible with the remainder of the commercial uses on the corridor and with the surrounding residential properties; as such uses located adjacent to large residential developments are typically patronized by the residents within the neighborhood. The drive-through facility is located completely behind the restaurant structure and is not visible from South Federal Highway. The building's design is typical of most commercial structures with a mix of painted split face CMU block and textured stucco finish, with the fagade above the two entrances covered in a contrasting surface material called alumawood, which contributes to the overall focal points of the project entrances. The building has a flat roof with a parapet and a combination of earth tone and branded colors. Staff recommends approval subject to including all conditions of approval. The Planning and Development Board reviewed the item at the February 26, 2019 meeting and did not recommend approval. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? N/A FISCAL IMPACT: Fiscal impact of the proposed use on adjacent and nearby properties, and the City as a whole, will be negligible, other than the enhanced condition of the property with the upgraded building and use on the site, permit fees and certificate of use fees. ALTERNATIVES: None recommended. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: N/A CLIMATE ACTION: Page 887 of 993 CLIMATE ACTION DISCUSSION: N/A Is this a grant? Grant Amount: ATTACHMENTS: Type Description D Staff Report Taco Bell Staff Report D Location Map Exhibit A® Location Map D Letter Exhibit B ® Justification Letter D Drawings Exhibit C ® Project Plans D Conditions of Approval Exhibit D ® Conditions of Approval D Addendum Exhibit E ® Development Order Page 888 of 993 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 19-007 STAFF REPORT TO: Chair and Members Planning and Development Board THRU: Ed Breese Planning and Zoning Administrator FROM: Amanda Bassiely, AICP* Principal Planner DATE: February, 19 2019 PROJECT NAME: Taco Bell Restaurant COUS 18-005/ MSPM 18-007 REQUEST- Conditional Use approval associated with a request for Major Site Plan Modification approval for the construction of a 1,927 square foot Taco Bell Restaurant, drive-through and related site improvements, located in a C-3 (Community Commercial) zoning district. PROJECT DESCRIPTION Applicant: Raymond Funk, Coastal QSR, LLC Property Owner: Knuckles, LLC Agent: Craig L. Cornelison, Cornelison Engineering & Design Location: Northwest corner of South Federal Highway and SE 23rd Avenue (See Exhibit A— Location Map) Existing Land Use/Zoning: Local Retail Commercial (LRC)/ C-3 Community Commercial Proposed Uses: Fast food restaurant with drive-through facility Acreage: 0.77 Page 889 of 993 Taco Bell Restaurant COUS 18-005/MSPM 18-007 Page 2 Adjacent Uses: North: Developed multifamily property, classified Local Retail Commercial (LRC) and zoned C-3, Community Commercial; South: Right of way of SE 23rd Avenue; further south, developed commercial property, classified Local Retail Commercial (LRC) and zoned C-3, Community Commercial, (Sunoco gas station); East: Right-of-way of South Federal Highway; farther east, developed multifamily property, classified Special High Density Residential (SHDR) and zoned R-3, Multifamily; and West: Undeveloped commercial property, classified Local Retail Commercial (LRC) and zoned C-3, Community Commercial. PROPERTY OWNER NOTIFICATION Owners of properties within 400 feet of the subject project were mailed a notice of this request and its respective hearing dates. The applicant has certified that signage is posted and notices mailed in accordance with Ordinance No. 04-007. BACKGROUND/ PROPOSAL The 0.77-acre subject property consist of two parcels, both currently vacant. The applicant is requesting Conditional Use approval associated with a request for Major Site Plan Modification approval for the construction of a 1,927 square foot Taco Bell Restaurant, drive-through, and related site improvements. The drive-through portion of the proposed use requires Conditional Use approval at the proposed location. STANDARDS FOR EVALUATING CONDITIONAL USES AND ANALYSIS Section 11.2.D of the Land Development Regulations contains the following standards to which conditional uses are required to conform. Following each of these standards is the Planning and Zoning Division's evaluation of the application as it pertains to each of the standards. In addition, the applicant has submitted a separate detailed justification statement that addresses each of these standards (see Exhibit B—Justification Statement). The Planning & Development Board and City Commission shall consider only such conditional uses as are authorized under the terms of these zoning regulations and, in connection therewith, may grant conditional uses absolutely or conditioned upon adherence to conditions of approval including, but not limited to, the dedication of property for streets, alleys, recreation space and sidewalks, as shall be determined necessary for the protection of the surrounding area and the citizens' general welfare, or deny conditional uses when not in harmony with the intent and purpose of this section. In evaluating an application for conditional use approval, the Board and Commission shall consider the effect of the proposed use on the general health, safety and welfare of the community and make written findings certifying that satisfactory provisions have been made concerning the following standards, where applicable: Page 890 of 993 Taco Bell Restaurant COUS 18-005/MSPM 18-007 Page 3 1. Ingress and egress to the subject property and proposed structures thereon, with particular reference to automobile and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe. The subject property currently has one primary point of ingress and egress; the driveway is located on the SE 23rd Avenue near the west property line in order to maximize the distance between the entry point and the existing intersection. The proposed access provides adequate ingress and egress to the property for automobiles, pedestrians, and emergency/service vehicles. The proposed driveway is required to maintain an ingress/egress easement and will be shared with the property to the immediate west (see Exhibit D — Conditions of Approval). In addition, adequate pedestrian access will be accomplished by expanding the existing sidewalk on South Federal Highway to eight (8) feet in width and creating a connection from the proposed building, which also connects to an existing five (5) foot sidewalk along the south side of the project site. A traffic study was preformed by Traffic Planning & Design, Inc. for the applicant. The study indicates that the proposed use will generate 449 new net trips per day and 31 new P.M. peak hour trips. Approval from the county is required prior to permit issuance (see Exhibit D —Conditions of Approval). 2. Off-street parking and loading areas where required, with particular attention to the items in standard#1 above, and the economic, glare, noise, and odor effects the conditional use will have on adjacent and nearby properties, and the city as a whole. The minimum parking required for a restaurant is calculated at one (1) parking space per 2.5 seats or one (1) parking space per 100 square feet, whichever is greater. The use proposes 42 seats, which would require 19 parking spaces. Since the building has 1,927 square feet, 20 parking spaces are required. The site plan depicts 20 parking spaces immediately behind (to the west) of the building, one of which is a handicap parking space. The design of the parking areas is sensitive to the neighboring properties and is designed to include perimeter landscaping. 3. Refuse and service areas, with particular reference to the items in standards 1 and 2 above. A dumpster is proposed at the south west corner of the property, setback approximately 10 feet from the south property line. The refuse area is screened by both the six (6) foot wall and landscaping. Trash would be removed on a standard schedule and solid waste is not anticipated to increase significantly as a result of this application. 4. Utilities, with reference to locations, availability, and compatibility. The City of Boynton Beach Utility Department currently serves the site, and utilities would continue to be available and provided, consistent with Comprehensive Plan policies and City regulations. A 30 foot by 30 foot public easement is required for the relocated pump station adjacent to the west property line and SE 231 Avenue. An additional 10 foot public easement is required along the length of the south property line. The applicant will be required to construct two (2) manholes, one (1) at the western end of the easement and one (1) at the eastern end, the easement must also include 2" PVC sewer pipe and 8" gravity line each stubbed out and capped to the City's specifications. A developer agreement for Page 891 of 993 Taco Bell Restaurant COUS 18-005/MSPM 18-007 Page 4 the necessary utility improvements must be executed prior to permit issuance (see Exhibit D - Conditions of Approval). 5. Screening, buffering and landscaping with reference to type, dimensions, and character. The drive-through facility is located completely behind the restaurant structure and is not visible from South Federal Highway. Projects proposed in the Federal Highway District in the Community Redevelopment Area are subject to the "Pedestrian Zone" portion of the Land Development Regulations. These code provisions recognize the desire for reduced building setbacks, thus creating an urban setting. The purpose of the streetscape design concept is to create a landscape design that encompasses both the private and public domain, to blend the two areas into one unified landscape scheme and optimize the pedestrian experience. This is accomplished through hardscape and landscape choices, covered walkways (arcades, awnings, tree canopy), and streetscape amenities (benches, lighting, accent plantings). The landscape design proposed by the applicant depicts the use of street trees, lighting, and locating the building along South Federal Highway to address the public right-of way. The site plan depicts 34 palm trees and 22 trees throughout the property. As the City requires the planting of trees every 25 feet on-center along vehicular use areas, the applicant shall revise the landscape plan at time of permit submittal to depict a tree every 25 feet on-center along the north side of the drive-through. Palm species include, Sabal, Royal, and Alexander. Tree species include Black Olive, Densa Pine, Green Buttonwood, Glaucous Cassia and Orange Geiger. Trees will be provided ranging in overall height from 12 feet to 21 feet; shrubs and hedges provided will range from 10 inches to 36 inches in height. The plant material chosen will be native and/or drought-tolerant. 6. Signs, and proposed exterior lighting, with reference to glare, traffic safety, economic effect, and compatibility and harmony with adjacent and nearby properties. The project proposes the installation of five (5) new light poles. In an effort to minimize glare and impact on surrounding properties, the light fixtures will be full cutoff design, and the light levels are depicted to be below the code maximum of 5.9 foot-candles. The light poles will have an overall height of 20 feet. Relative to signage for the project, the applicant is currently depicting two (2) wall signs, however signage has not been fully designed, therefore staff recommends conditions of approval that require staff review and approval of sign design prior to permitting (see Exhibit "D" —Conditions of Approval). 7. Required setbacks and other open spaces. The proposed restaurant meets the minimum setback requirements of the C-3 zoning district within the Urban Commercial District Overlay Zone. The overlay district requires no building setbacks, but rather a zero (0) build-to line. However, the building setbacks may be increased up to 15 feet administratively, without benefit of a community design appeal, in areas where the intent is to 1) enhance public spaces such as sidewalks, plazas, fountains, or outdoor seating areas; 2) optimize landscape design; 3) maximize on-site drainage solutions; and/or 4) accommodate architectural features and building enhancements. This requirement would apply to all building facades fronting South Federal Highway. The building setback is measured from the property line to the exterior surface of the building or supporting columns. Along South Federal Highway, the proposed building is setback 13 and Page 892 of 993 Taco Bell Restaurant COUS 18-005/MSPM 18-007 Page 5 one-half feet; along SE 23rd Avenue, the building is setback 32.45 feet. The building is set back 41.21 feet from the north property line and approximately 190 feet from the west property line (see Exhibit D —Conditions of Approval). 8. General compatibility with adjacent properties, and other property in the zoning district. The fast food restaurant is generally compatible with the remainder of the commercial uses on the corridor and with the surrounding residential properties; as such uses located adjacent to large residential developments are typically patronized by the residents within the neighborhood. The building's design is typical of most commercial structures with a mix of painted split face CMU block, textured stucco finish and alumawood focal point. The building has a flat roof with a parapet and a combination of earthtone and branded colors. 9. Height of building and structures, with reference to compatibility and harmony with adjacent and nearby properties, and the city as a whole. The building is designed as a one-story structure, with the parapet wall at a height of 22 feet and two (2) inches, which is compatible with the structures on neighboring properties, and under the maximum allowable height of 45' in the C-3 zoning district. 10. Economic effects on adjacent and nearby properties, and the city as a whole. The overall economic effects of the proposed use on adjacent and nearby properties, and the City as a whole, will be negligible, other than the enhanced condition of the property with the upgraded building and use on the site, permit fees and certificate of use fees. It is a local convenience as intended by LRC future land use designation. Coffee, breakfast, lunch, and snacks are staples for neighborhood businesses and residents. Additionally, it is creating employment opportunities for the residential communities. 11. Where applicable, the proposed use furthers the purpose and intent of a corresponding mixed use zoning district or redevelopment plan; A mixed use zoning district or redevelopment plan is inapplicable to this project. 12. Compliance with, and abatement of nuisances and hazards in accordance with, the performance standards of Chapter 2, Section 4.N. of the City's Land Development Regulations and conformance to the City of Boynton Beach Noise Control Ordinance. The project would not create smoke, odors, fumes, or toxic matter that would negatively impact the neighboring properties. All restaurant activities take place entirely within the fully enclosed building. 13. Required sound study and analysis. All conditional use applications for bars, nightclubs and similar establishments shall include the following analysis performed by a certified acoustic engineer: a. Data on the sound emitting devices/equipment and the methods and materials to be used to assure that the acoustic level of the City Code will be met; b. The analysis shall specify the authority and/or basis for determination of the acoustic level of the sound emitting devices/equipment; c. The analysis of any sound retention, reduction or reflection shall include information such as the nature, types and coefficients of sound absorbent and sound-reflecting materials to be used, coatings of the surfaces of ceilings, walls, windows, and floors and insulation to be used; and/or d. It shall also verify that sound standards shall Page 893 of 993 Taco Bell Restaurant COUS 18-005/MSPM 18-007 Page 6 be met during the normal opening of doors for people entering and exiting the establishment. This standard is inapplicable to this project because the proposed use is neither a bar, nightclub, nor similar establishments. RECOMMENDATION Based on the information contained herein, compliance with development regulations and conditional use standards, staff recommends APPROVAL of this request for conditional use and major site plan modification, subject to satisfying all conditions of approval recommended by staff as contained in Exhibit "D" — Conditions of Approval. Any additional conditions of approval recommended by the Board and required by the City Commission will be placed in Exhibit "D" accordingly. Furthermore, pursuant to Chapter 2, Article II, Section 2.0 Conditional Uses, a time limit is to be set within which the proposed project is to be developed. Staff recommends that a period of 18 months be allowed to receive the necessary building permits. S:\Planning\SHARED\WP\PROJECTS\Taco Bell\StaffReport\StaffReport-COUS18-005 MSPM18-007.doc Page 894 of 993 EXHIBIT A LOCATION MAP IF { } tet kk k i� r q E S E 23 rc1 Awe y sr, ' s i t 0 15 30 60 90 Feet Page 895 of 993 LOIRNELISON EXHIBIT B C' ED- ENGINEERING & 38039 Old 5cn Avenue „` "" DESIGN, INC. Zephyrhills,FL 33542 Tel.(813)788-7835 Fax.(813)788-7062 June 14, 2018 www.cornelison-eng.com City of Boynton Beach Planning &Zoning Division 100 East Boynton Beach Boulevard Boynton Beach, FL 33435 Tel. (561) 742-6260 RE: Letter of Justification Taco Bell, 2319 S. Federal Highway, Boynton Beach Parcel ID No. 08-43-45-33-06-000-0010 (portion of) To Whom It May Concern: This Letter of Justification is to request Conditional Use approval for the construction of a 1,918 SF Taco Bell restaurant with drive-thru and related site infrastructure.We believe this request is consistent with other fast-food restaurants permitted in nearby areas of the City and is also consistent with the City of Boynton Beach's Land Development Regulations (Chapter 3, Article IV, Section 4). Below are the standards used to evaluate a Conditional Use Application: 1. Ingress and egress to the subject property and proposed structures thereon,with particular reference to automobile and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe. The site will be accessed via a proposed driveway to/from SW 23rd Avenue along the left(west)property line, which will provide adequate ingress and egress to the property for automobiles, pedestrians, and emergency/service vehicles and/or staff. The proposed driveway will be shared with the property to the immediate west of the entrance. In addition, adequate pedestrian access will be accomplished by a sidewalk connection to be constructed from the proposed building to the existing sidewalk along the front of the site(along S. Federal Highway), which also connects to the existing sidewalk along the south side of the project site, along SE 23rd Avenue. 2. Off-street parking and loading areas where required, with particular attention to the items in subsection C.1. above, and the economic, glare, noise, and odor effects the conditional use will have on adjacent and nearby properties, and the city as a whole. Adequate off-street parking will be provided for the proposed project; the parking spaces shown on the proposed site plan exceed the spaces required. The design of the proposed use will incorporate elements to minimize any noise, glare, economic, and/or odor effects on adjacent and nearby properties and the City as a whole. Landscaping will be placed along the perimeter of the site to further screen, buffer, and mitigate the facility from having any impact on adjacent properties. Site deliveries will be made when the restaurant is closed to not interfere with restaurant operations. 3. Refuse and service areas, with particular reference to the items in subsection C.1. and C.2. above. A dumpster with enclosure will be situated on the site with adequate access for refuse trucks to service the project per the City's requirements. 4. Utilities, with reference to locations, availability, and compatibility. There are existing utilities near or adjacent to the site, which will provide adequate access to water, sewer, electric, and phone service. Existing electric lines and a fiber-optic vault are to the east of the property along S. Federal Highway; an existing water meter is near the southeast corner of the site; and there is an existing City lift station adjacent to the south property line along SE 23rd Avenue. These utilities are compatible with other existing services in the area and adjacent properties. Page 896 of 993 CORNELISON ENGINEERING& DESIGN,INC. City of Boynton Beach, Conditional Use Justification June 14,2018, Page 2 5. Screening, buffering and landscaping with reference to type, dimensions, and character. Screening, buffering, and landscaping will be designed in accordance with City standards. Trees, shrubs, and hedges will be utilized to incorporate the general characteristics of the proposed use, the surrounding areas, and similar uses in the City. Various types of trees will be provided ranging in overall height from 12'to 21';shrubs and hedges provided will range from 10"to 36"in height. 6. Signs, and proposed exterior lighting, with reference to glare, traffic safety, economic effect, and compatibility and harmony with adjacent and nearby properties. The signage and proposed exterior lighting will be compatible and in harmony with adjacent and nearby properties and will be placed in such as manner as to avoid glare and prevent safety hazards for traffic. 7. Required setbacks and other open spaces. The proposed use will be positioned on the property to meet all applicable setbacks and open space requirements. 8. General compatibility with adjacent properties, and other property in the zoning district. The proposed use is compatible with the adjacent properties and other property in the zoning district. 9. Height of buildings and structures, with reference to compatibility and harmony to adjacent and nearby properties, and the City as a whole. There will be a one-story, 22'building on the property, which is compliant with City standards, as well as compatible and in harmony to adjacent and nearby properties and other fast-food restaurants in the City. 10. Economic effects on adjacent and nearby properties, and the City as a whole. The proposed use will not hinder the development or economic stability of nearby properties or the City as a whole. As a new development, the proposed project will have a positive effect on the area and increasing the value of surrounding properties. 11. Where applicable, the proposed use furthers the purpose and intent of a corresponding mixed-use zoning district or redevelopment plan. Not applicable (proposed site is zoned C-3). 12. Compliance with and abatement of nuisances and hazards in accordance with the operational performance standards as indicated in Chapter 3, Article IV, Section 1 and the Noise Control Ordinance, and City Code of Ordinances Part II, Chapter 15, Section 15-8. The proposed use will be designed in compliance with the operational performance standards referenced above. There will be minimal pollution and noise as there is with any construction;the noise will not exceed the City's noise ordinance. Construction times will be the same as all other general construction projects (typically 7:00 am to 4:00 pm, Monday-Friday). If you should have any questions, please do not hesitate to contact me. Very truly yours, L NE I ONEL ERING & DESIGN, INC. c,raig L. ,or 1�s , Flori c #55433 CLC:mac 1105059\TB Boynton Beach\City\Conditional Use Justification Page 897 of 993 r 3Y � p j��Yy{'y�Jly'1�A U Y c; r�3 % cm SLY .7 '/UIstl13 all Io"14 ) f y tis Ni WR HE r� e OP 10 c . 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GA-19 AV' I 4 l— "^P'NVId—HI ° A.D f£Z d I -F,a 60,\ c EXHIBIT D Conditions of Approval Project Name: Taco Bell Restaurant File number: COUS 18-005/ MSPM 18-007 Reference: 31d review plans identified as a Maior Site Plan Modification with a February 13, 2019 Planning and Zoning Department date stamp marking. DEPARTMENTS INCLUDE REJECT ENGINEERING / PUBLIC WORKS/ FORESTRY/ UTILITIES Comments: None. All previous comments addressed at DART meeting. 1. Provide a 30 foot by 30 foot public utilities easement for pump station X located on SE 231d Avenue on the west side of the west property line. The easement is to be recorded at the county prior to permit issuance. 2. Provide a ten (10) foot public utilities easement along SE 231d X Avenue. The easement is to be recorded at the county prior to permit issuance. 3. A Developers Agreement addressing the construction of the pump X station is to be completed prior to permit issuance. 4. Additional comments may be rendered at time of permitting. X FIRE Comments: None. All previous comments addressed at DART meeting. POLICE Comments: None. All previous comments addressed at DART meeting. BUILDING DIVISION Comments: None. All previous comments addressed at DART meeting. PARKS AND RECREATION Comments: None. PLANNING AND ZONING Comments: 5. A cross-access easement is required to maintain access to the X Page 907 of 993 Taco Bell Restaurant(COOS 18-005/MSPM 18-007) Conditions of Approval Page 2 of 3 DEPARTMENTS INCLUDE REJECT remaining parcels to the west. 6. On Sheet C04, there are improvements depicted within the utility X easement along the north side of the property. Please provide written authorization for the encroachment, seek and receive abandonment approval, or remove encroachment. 7. Increase the height of the shrubs planted on the east and south of X the building to a four foot minimum, to offset the height of the finished floor and ramps. 8. Provide Palm Beach County Engineering approval of the proposed X project to ensure they will not require a corner clip or additional right- of-way. 9. Revise cool white lighting to warm white. X 10. Although review of signs for compliance with codes will be conducted X at time of permit submittal, please be aware the logos (such as the "bell") placed on building facades are limited to 20% of the individual worded sign it is associated with, or a maximum of 9 square feet. 11. Landscaping around the dumpster enclosure shall be planted at a X minimum of one-half the height of the enclosure. 12. Per the Community Design Standards for drive-through facilities, the X building fagade on which the drive-through window is located shall have windows that occupy no less than 25% fagade, located at pedestrian level. A maximum of 10% of this 25% may be non- transparent. Provide dimensions and show calculations. 13. This project is subject to the public art program. Submit an X application and coordinate with the City's Public Art Manager. 14. A unity of title will be required for the remaining three parcels to the X west. 15. Revise the landscape plan to depict the 25 trees on-center along all X vehicular use areas at time of permit submittal. 16. Clearly dimension the setback of the building from each property line X to the closest point of the building. 17. Sanitary sewer lines shall be placed underneath the sidewalk to X maximize the landscaping types allowed in the east and south perimeter landscape buffers. 18. Additional comments may be rendered at time of permitting. X Page 908 of 993 Taco Bell Restaurant(COOS 18-005/MSPM 18-007) Conditions of Approval Page 3 of 3 DEPARTMENTS INCLUDE REJECT COMMUNITY REDEVELOPMENT AGENCY Comments: None. All previous comments addressed at DART meeting PLANNING & DEVELOPMENT BOARD CONDITIONS Comments: None. CITY COMMISSION CONDITIONS Comments: To be determined. ADDITIONAL REPRESENTATIONS/COMMITMENTS The applicant or applicant's representatives made the following representations and commitments during the quasi-judicial and/or public hearings that now constitute binding obligations of the applicant. The obligations have the same weight as other conditions of approval. S:\Planning\SHARED\WP\PROJECTS\Taco Bell\StaffReport\Exhibit D-COUS18-05 MSPM18-007 COA-PD.doc Page 909 of 993 DEVELOPMENT ORDER OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA PROJECT NAME: Taco Bell Restaurant (COUS 18-005/ MSPM 18-007) APPLICANT: Raymond Funk, Coastal QSR, LLC APPLICANT'S ADDRESS: 1340 Hamlet Avenue, Clearwater, FL 33756 DATE OF HEARING RATIFICATION BEFORE CITY COMMISSION: March 19, 2019 APPROVAL SOUGHT: Request Conditional Use and Major Site Plan Modification approval for the construction of a 1,927 square foot Taco Bell Restaurant, drive-through and related site improvements, located in a C-3 (Community Commercial) zoning district. LOCATION OF PROPERTY: Northwest corner of South Federal Highway and SE 231d Avenue DRAWING(S): SEE EXHIBIT "B" ATTACHED HERETO. THIS MATTER was presented to the City Commission of the City of Boynton Beach, Florida on the date of hearing stated above. The City Commission having considered the approval sought by the applicant and heard testimony from the applicant, members of city administrative staff and the public finds as follows: 1. Application for the approval sought was made by the Applicant in a manner consistent with the requirements of the City's Land Development Regulations. 2. The Applicant X HAS HAS NOT established by substantial competent evidence a basis for the approval requested. 3. The conditions for development requested by the Applicant, administrative staff, or suggested by the public and supported by substantial competent evidence are as set forth on Exhibit "C" with notation "Included." 4. The Applicant's request is hereby X GRANTED subject to the conditions referenced in paragraph 3 above. DENIED 5. This Order shall take effect immediately upon issuance by the City Clerk. 6. All further development on the property shall be made in accordance with the terms and conditions of this order. 7. Other: DATED: City Clerk S:\Planning\SHARED\WP\PROJECTS\Taco Be11\StaffReport\MSPMP18-007_DO.doc Page 910 of 993 9.A. CITY MANAGER'S REPORT 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Presentation by Dr. Joseph St. Germain, President of Downs and St. Germain Research, Inc. on the Public Opinion Survey Results. EXPLANATION OF REQUEST: On October 2, 2018, the City approved an agreement between Downs and St. Germain Research and the City of Boynton Beach for Public Opinion Surveying Services. One of the City's FY18/19 Initiatives was to conduct public opinion surveys (residents and businesses) to identify areas of strengths and improvements. A summary version will be presented at the Commission meeting however the entire survey will be posted on our website. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? The results of the public opinion surveys identified areas of strengths and improvements that will drive future initiatives and priorities for the City. FISCAL IMPACT: Budgeted Public Communications & Marketing budget account number: 001-1212-519-49-17. ALTERNATIVES: Do not present the public opinion results from the residents and businesses. STRATEGIC PLAN: Boynton Beach Branding STRATEGIC PLAN APPLICATION: Conducting community surveys is a FY18-19 initiative under one of the City's strategies: Boynton Beach Branding. The objectives are to Connect and Engage the Community and become a High Performance Organization. CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Page 911 of 993 Grant Amount: CONTRACTS VENDOR NAME: Downs and St. Germain Research START DATE: 10/2/2018 END DATE: 12/31/2023 CONTRACT VALUE: $47,975 MINORITYOWNED CONTRACTOR?: No EXTENSION AVAILABLE?: EXTENSION EXPLANATION: ATTACHMENTS: Type Description D Addendum Boynton each Resident Survey Presentation D Addendum Boynton each Business Survey Presentation Page 912 of 993 � c = a U ca cn } Q a E S� v • N 06w �i - lao = c � N > ` O cr Q ca > Lu o v v o 0 Q Q f6 J U N 0 U N f6 , M O M r N O) co d zx u Q N LLJ 9 coo co u 110 1-1 rl- 110 0-1 G) �D 0 0 0 + CM 0 0 0 0 WON co > 4--) —j u X LLJ 4-j Q1 O C) C6 cn JA 0 rl- 1100-1 U 1101 � Izzt m O o 0 101-01 O Ln 110 M M 1 1 1 0) O LO _ 0) N 0) cod (n (6 I U m O ca 4� DC C 0 NIP ON qzt Ln E L- Q) Q) 0 Q) 9L Z3 CD CD co 4—j Ln Q) N C1A u 4-j E n000cn (1T U C) 0 OD m 0 k4- 4-) U O Ln 00 0-01 O 0-0, r, cy) 0-0, 0,,o (.D (.D (.D 0-01 r\j� 0,"'o 0 U 0-01 > Ln 0-01 CY) 0-01 rn "o 0�, 0-01 4--J lzt o 0C.7 - 0 CY) V) I- rn -F, — m + co 4--J 4- 4-1 m 0 4--J U cry 4--J 4-j Ln V) 4-j V) V) V) Q) c Q) Q) c 4-j 0 --\Z 0 %-� E u > E Q>) 0 m E u- 4-1 U Q) 0 m CL) Ln m u m 0 4-1 Q) Ln Q) Q) Q) L.- > Ln c c Q) E c c L.- u m U U- ~ J E Ln 0 0 E E m E 0 0 0 U Lli 06{\}lt itll\ll m Ln Ln r-- o0 0o rn o N sys�l , VM{ 0 0 0 0 0 0 0 0 0 0 0 r—i r-4 1s �s t ��;lst • s1i( Vt3��is`s ca 1111lg ts3{�'l➢����s�ufi .■ „;,,�r f�„S, • (t��11, f�rr tmFr aj 1 \fit O 4-- 3js 7 co 1 tltjJsS)?if f't O) (0 T �sfst,3r;�t`t�s\ d 3• t", t?? m o r- N (n o r- -z:t 00 00 i.n N z • — ,T"" s It)jsls;; tjIN 3� 1t� IN ���1�� CL '%h mo' '� sl; t '101'NRM"t'o a ' QD • v'd! �>> �, lug jail ?, v) N /\� m +-) L.- 110 1-1 rl- 00 110 0-1 G) �D Ln CY) 0) 0) 4--J co LL 4--J V) U 4-j E 0 0 w E 0 0 0 u 0 0 �� 0 LJ_ U 4, 0 0 � � z o U 0cti• t Q oc Q) U o Q U fC (U 4-j m Q) O +O E O O m 110O0-1 00 O M Q) p o � o 0 NQ) \ N t1J 0) N (0 n , NW d LL U 10-01 4-j CU O CY) tko 04-J EC: C >. 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CITY MANAGER'S REPORT 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Discuss if commission wants to have a public input meeting for 2019/20 budget, suggested dates and times: Tuesday, May 21, 2019, 5:30pm-6:30pm before Commission Meeting Tuesday, June 4, 2019, 5:30pm-6:30pm before Commission Meeting Meeting to be held at Intracoastal Park Clubhouse EXPLANATION OF REQUEST: HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 939 of 993 11.A. NEW BUSINESS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Authorize Commissioner Pensega to travel to the Institute for Elected Municipal Officials (I EMO) training to be held in Tampa, FL October 4-6, 2019. EXPLANATION OF REQUEST: Commissioner Penserga, as a newly elected Commissioner, requests authorization to attend the Institute for Elected Municipal Officials (Basic) training in Tampa, FL. October 4th -- 6th. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: Budgeted The registration fee, lodging and travel expenses will be approximately $1060. Funds are available to cover the associated costs. Acct No.:001-1110-511-40-12 - Business Meetings ALTERNATIVES: Do not allow participation in the training program. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Attachment I MO Info Page 940 of 993 IEMO Curriculum The curriculum is divided into six instructional modules,taught in the following schedule: Day One Structure and Function of Cities in Florida -3-hour session includes: Constitutional and statutory authority of cities; city charter contents and similarities/differences within FL; roles of elected officials; forms of municipal government; municipal services and service delivery; current challenges facing FL municipalities. Effective Council Member Techniques-3-hour session includes: Effective personal habits of listening, coalition-building and collaboration; communication skills; group dynamics and appropriate group roles; dysfunctional group roles and how to work when dysfunctional types are in your group. Lunch activity- Personal and governmental liability, including 25-minute video presentation with questions and answers on risk reduction, hiring practices, quasi-judicial proceedings, public conduct at meetings and liability resources (one hour). Day Two Taxes& Revenues for Municipal Governments-3.5 hour course includes: Explanation of each Constitutional, legislative and Home Rule revenue source for a Florida municipality; examples of revenues most frequently used within FL cities,towns and villages; review of requirements for municipal investment policies; discussion of challenges/issues within each revenue source. Budgeting and Accounting for Florida's Cities-3-hour course includes: Governmental accounting overview and explanation of Government Accounting Standards Board; review of fund types for municipal governments; review of budget types, and most common budget usages within FL; review of reserve and fund-balance policies; review of debt and debt-issuance procedures; review of budgetary calendar and state fiscal requirements for budget adoption; review of fiscal responsibilities for elected officials; review of financial resources for elected officials. Lunch activity- networking with other city officials (one hour). Day Three Intergovernmental Relations in Florida - 1.75-hour course includes: Review of state branches of government and their respective powers; county, school and special district government reviews and sources of power/authority; review of regional and quasi-governmental entities like water management districts; discussion of issues for municipalities with each branch; review of resources for each level of government. Florida Ethics Law-2-hour course includes: Constitutional ethics law and chapter 112 review; discussion of reporting for gifts and issues related to gift law; voting conflicts; nepotism laws; overall discussion of a culture of ethics within a municipal government. Florida's Open Government Laws-2-hour course includes: Florida open meeting law (one hour) and Florida public records law (one hour); extensive review of case histories, attorney general opinions in Page 941 of 993 each law and application for municipalities; discussion of technology and its ever-changing impact upon public meetings and public records (social media, etc.). Lunch activity- Discussion of the history and services of the Florida League of Cities (30 minutes). Page 942 of 993 11.B. NEW BUSINESS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Discussion regarding prohibition of truck and other commercial use vehicle parking in residential neighborhoods. EXPLANATION OF REQUEST: Long term and overnight parking in residential neighborhoods of trucks, trailers, and other non-passenger vehicles (excluding recreational vehicles) creates visual blight. Truck parking, other than temporary parking associated with delivery or site construction work is not consistent with the character of residential neighborhoods. The code amendments contained in this ordinance establish clearer guidelines and penalties (fines) for violation of parking restrictions. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? Advances Safe and Livable Neighbors elements of the City's Strategic Plan FISCAL IMPACT: Non-budgeted Insignificant increase in revenue resulting from collection of fines. ALTERNATIVES: Expand or reduce listed vehicles. Modify fines Take no action. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: See above CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? Grant Amount: Page 943 of 993 ATTACHMENTS: Type Description D Ordinance Ordinance on truck and commercial vehicle parking Page 944 of 993 I ORDINANCE NO. 19- 2 3 AN ORDINANCE OF THE CITY OF BOYNTON BEACH FLORIDA 4 AMENDING CHAPTER 14, MOTOR VEHICLES AND TRAFFIC, 5 SECTION 14.3, TRUCK PARKING REGULATED; ADDING 6 DEFINITIONS, PROVIDING FOR FINES FOR VIOLATION; 7 PROVIDING FOR CONFLICTS, SEVERABILITY, 8 CODIFICATION,AND AN EFFECTIVE DATE. 9 10 WHEREAS, the City Commission finds that the parking of trucks designed or used 11 primarily for commercial hauling or transportation and truck trailers in or immediately adjacent 12 to residential neighborhoods creates visual blight; and 13 14 WHEREAS, it is the desire of the City Commission to promote harmonious and 15 healthful development including adequate provisions for traffic, the promotion of safety and 16 the promotion of good civic design and appearance. 17 18 19 20 NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF 21 THE CITY OF BOYNTON BEACH, FLORIDA,AS FOLLOWS: 22 23 Section 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as 24 being true and correct and are hereby made a part of this Ordinance. 25 26 Section 2. Section 14.3 of Chapter 14 of the Code of Ordinances is hereby deleted in 27 its entirety and replaced as follows: 28 29 Sec. 14-3. Truck parking, regulated. 30 1. The intent of this Section is to limit and prohibit the parking in residential areas of 31 the City of trucks or other vehicles that are primary designed for commercial use 32 and not primarily designed as passenger vehicles and: 33 a. to eliminate the visual blight created by large commercial vehicles 34 being parked in residential areas over-night(from dusk to dawn) or for long 35 periods of time. 36 b. to minimize physical damage to publicly maintained rights of way. 37 C. to protect property values and character of property within residential 38 developments. 39 d. to reduce traffic congestion. 40 e. to protect children from traffic injuries. 41 2. It is hereby declared unlawful for any individual to park, cause to be parked or allow 42 to be parked any of the following vehicles for a longer period than fifteen (15� 43 minutes in any residential area of the city as defined on the City's Official Zoning 1 C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\87462B96-DB2E-4855-8235-24C57E5D7D02\Boynton Beach.16119.1.Truck Parking.Docx Page 945 of 993 44 Map or along any street that fronts such residential area without regard to the zoning 45 classification: 46 a. Any truck, farm, or construction vehicle or heavy equipment, semi-tractor 47 and/or trailer, bus, dump truck, or wrecker/tow truck, 48 b. Any motor vehicle with more than two (2) axels excluding a recreational 49 vehicle, 50 c. Any motor vehicle having a Gross Vehicle Weight Rating (GVWRgreater 51 than 16,000 lbs excluding a recreational vehicle, and 52 d. Any truck with a GVWR between 14,000 lbs. and 16,001 lbs. that has been 53 designed or modified to replace the standard truck bed to accommodate a 54 commercial purpose (i.e. conversion to a "box" truck, "flat bed", tow truck, 55 dump truck, or for general utilily purpose). 56 e. Any other vehicle designed, manufactured, modified or marketed for 57 commercial use as opposed being designed, manufactured, modified or 58 marketed for passenger use. 59 3. Exceptions to the above standards are limited to the following: 60 a. When in connection with the actual loading or unloading of such vehicle, 61 delivering of goods or services, and/or construction activity pursuant to 62 permitted improvements to the property, and 63 b. Recreational vehicles, which are regulated separately from this section 64 of the Code of Ordinances. 65 C. When the commercial vehicle is parked on a single family zoned 66 property and the vehicle owner is either the property owner or leasehold 67 occupant of the property and the vehicle is fully parked on a paved driveway and 68 does not encroach a sidewalk or the adjacent right of way. 69 4. A violation of this Section of the Code constitutes a Municipal Ordinance Violation 70 and is subject to penalties as set forth in Section 1-6 of the Code of Ordinances. The 71 city may prosecute violations by issuance of notices to wear for violation of a City 72 Ordinance, in which case, the penalty for a violation shall be as follows: 73 a. First violation - $50.00 74 b. Second violation - $100.00 75 c. Third or more violations - $500.00 per violation 76 77 Each calendar day on which a violation exists shall constitute a separate 78 violation for the purpose of determining the fine. 2 C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\87462B96-DB2E-4855-8235-24C57E5D7D02\Boynton Beach.16119.1.Truck Parking.Docx Page 946 of 993 79 80 81 82 Section 3. Codification. It is the intention of the City Commission of the City of 83 Boynton Beach, that the provisions of this Ordinance shall become and made a part of the Code of 84 Ordinances of the City of Boynton Beach, Florida, and that the Sections of this Ordinance may be 85 renumbered, re-lettered and the word "Ordinance" may be changed to "Section," "Article" or other 86 word or phrase in order to accomplish such intention. 87 88 Section 4. Conflicts. All Ordinances or parts of Ordinances, Resolutions or parts 89 thereof in conflict herewith, be and the same are hereby repealed to the extent of such conflict. 90 91 Section 5. Severability. Should any section, provision, paragraph, sentence, clause of 92 word of this Ordinance or portion hereof be held or declared by any court of competent jurisdiction 93 to be unconstitutional or invalid,in part or application,it shall be considered as eliminated and shall 94 not affect the validity of the remaining portions or applications of this Ordinance. 95 96 Section 6. Effective Date. This Ordinance shall become effective on upon adoption. 97 98 FIRST READING this day of , 2019. 99 100 SECOND, FINAL READING AND PASSAGE this day of 101 2019. 102 CITY OF BOYNTON BEACH, FLORIDA 103 104 YES NO 105 106 Mayor— Steven B. Grant 107 108 Vice Mayor—Justin Katz 109 110 Commissioner—Mack McCray 111 112 Commissioner—Christina L. Romelus 113 114 Commissioner—Ty Penserga 115 116 VOTE 117 ATTEST: 118 119 120 121 Judith A. Pyle, CMC 122 City Clerk 123 124 (Corporate Seal) 3 C:AProgram Files(X86)ANeevia.Com\DocconverterproATemp\NVDC\87462B96-DB2E-4855-8235-24C57E5D7D02\Boynton Beach.16119.1.Truck Parking.Docx Page 947 of 993 11.C. NEW BUSINESS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Discuss attendance and authorize expenditure of funds for travel, lodging, registration and expenses at the 93rd Annual Conference of the Florida League of Cities being held in Orlando, FI on Thursday August 15 through August 17, 2019. EXPLANATION OF REQUEST: Authorize the expenditure of$550 for each registration for elected officials and senior staff to attend this annual conference. Travel, lodging and other expenses would be required. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: Budgeted Sufficient Funds are available in Account# 001-1110-511-40-12 Business Meetings. Current available budget $15,000 ALTERNATIVES: Do not allow attendance at the Conference. STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Addendum Conference Flyer Page 948 of 993 -mak m (� t s- `s t,tt ' 4t� C i i II Florida League of Cities 93" ANNUAL CONFERENCE FLC Thursday, 1 - Saturday, August1 , 2019 World nt r Marriott, Orlando 9 3 RD ANNUAL CON FEREN CE WHY O ULI 14 ONLINE1S � EVENT ORGANIZii a Learn more at . L f i . Page 949 of 993 12.A. LEGAL 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: PROPOSED ORDINANCE 19-010 - FIRST READING - Amending Chapter 14 of the Code of Ordinances entitled "Motor Vehicles and Traffic" creating Section 14-13 entitled "Motorized Scooters". (Tabled to April 16, 2019) EXPLANATION OF REQUEST: Proposed Senate Bill 542 sponsored by Senator Jeff Brandes and House Bill 453 sponsored by Representative Jackie Toledo, both related to the regulation of motorized scooters, have been filed for consideration during the 2019 legislative session. A copy of both Bills are attached. The Bills initially contain the following key provisions: . MICROMOBILITY DEVICE is defined for the first time in Florida Statutes as: Any motorized transportation device made available for private use by reservation through an online application, website, or software for point-to-point trips, which is incapable of traveling at speeds greater than 20 miles per hour on level ground. This term includes motorized scooters and bicycles as defined in this section. . MOTORIZED SCOOTER is redefined as shown—Any vehicle or micromobilitv. device that is dowered bL a motor with or without no h ,.:._ a seat or saddle for the use of the rider, designed to travel on not more than three wheels, and not capable of propelling the vehicle at a speed greater than 20 3 miles per hour on level ground. . A municipality may regulate the operation of micromobility devices and for-hire motorized scooters but a municipal ordinance or regulation may not conflict with this chapter or federal law and may not be more restrictive than the City regulation of bicycles. . The City may require a person offering micromobility devices or for-hire motorized scooters to obtain a City license. . The operator of a micromobility device or motorized scooter has all of the rights and duties applicable to the rider of a bicycle. . A person is not required to have a valid driver license to operate a micromobility device or motorized scooter. . A person may park a micromobility device or motorized scooter on sidewalks in a manner that does not impede the normal movement of pedestrian traffic. Currently, operation of a motorized scooter is prohibited on sidewalks or sidewalk areas: (1) Except as provided in s. 316.008 or s. 316.212(8), a person may not drive any vehicle other than by human power upon a bicycle path, sidewalk, or sidewalk area, except upon a permanent or duly authorized temporary driveway. (2)A violation of this section is a noncriminal traffic infraction, punishable as a moving violation as provided in chapter 318. (3)This section does not apply to motorized wheelchairs Fla. Stat. Ann. § 316.1995 (West) However, per Florida Statute 316.008(7)(a) a county or municipality may enact an ordinance to permit, Page 950 of 993 control, or regulate the operation of vehicles, golf carts, mopeds, motorized scooters, and electric personal assistive mobility devices on sidewalks or sidewalk areas when such use is permissible under federal law. The ordinance must restrict such vehicles or devices to a maximum speed of 15 miles per hour in such areas. The City does not have an ordinance permitting motorized scooters to operate on sidewalks. If the proposed Bills become law as worded, an ordinance prohibiting motorized scooters on sidewalks would not be enforceable unless the ordinance also prohibited bicycles. Anticipating the passage of new laws that preempt municipal regulation of motorized scooters the Commission requested the preparation of an Ordinance banning motorized scooters with the hope that some or all of a City ordinance adopted in advance of new state law might survive the new state law. To that end, the proposed ordinance was drafted. The most recent action at the State level is reflected in the Committee Amendment attached. All versions of the proposed legislation to date significantly limit municipal regulation and provide for regulation exclusively by State and Federal Law. Additional policy guidance from the Commission is needed to refine the proposed ordinance. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? TBD FISCAL IMPACT: TBD ALTERNATIVES: 1. Not adopt ordinance banning motorized scooters 2. Revise ordinance banning motorized scooters STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: ATTACHMENTS: Type Description D Ordinance Ordinance creating Section for Motorized Scooters Attachment Senate Bill 542 Attachment House Bill 453 Attachment Amendment to House Bill 453 Page 951 of 993 I ORDINANCE NO. 19- 2 3 AN ORDINANCE OF THE CITY COMMISSION OF THE 4 CITY OF BOYNTON BEACH, FLORIDA, AMENDING 5 CHAPTER 14 OF THE CODE OF ORDINANCES OF THE 6 CITY ENTITLED "MOTOR VEHICLES AND TRAFFIC"; 7 CREATING SECTION 14-13 ENTITLED "MOTORIZED 8 SCOOTERS"; PROVIDING FOR DEFINITIONS; 9 PROVIDING FOR REGULATIONS; PROVIDING FOR 10 PENALTY; PROVIDING FOR CODIFICATION, 11 CONFLICTS, SEVERABILITY; AND PROVIDING FOR 12 AN EFFECTIVE DATE. 13 14 WHEREAS, motorized scooters are an emerging transportation option that has 15 been marketed to community members and tourists around the county as a transportation 16 option of scooter sharing services; and 17 WHEREAS, the measures set forth in this ordinance are intended to create 18 guidelines and procedures for the use and parking of Motorized Scooters throughout the 19 City; and 20 WHEREAS, the City Commission finds that it is in the best interest of the 21 community,residents, and the businesses of the City of Boynton Beach to amend Chapter 22 14 of the City's Code of Ordinances and create Section 14-13 entitled "Motorized 23 Scooters". 24 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION 25 OF THE CITY OF BOYNTON BEACH, FLORIDA THAT: 26 27 Section 1: The foregoing"WHEREAS" clauses are hereby ratified and confirmed 28 as being true and correct and made a specific part of this Ordinance by this reference. 29 Section 2: Chapter 14 of the Code of Ordinances of the City of Boynton Beach is 30 amended by creating the following: 31 Section 14-13—Motorized Scooters 100282595.1306-90018211 Page 1 of 8 CODING: Words in st+4i�=type are deletions from existing law; Words in underlined type are additions. Page 952 of 993 I (a)—Purpose and Applicability 2 1) The Purpose of this Article is to permit and regulate the use and parking of 3 Scooters in the City of Boynton Beach. 4 2) The provisions of this Article shall apply to the use and parking of Motorized 5 Scooters. For the purposes of this Article, the User and Operator shall be 6 jointly and severally liable for complying with the applicable provisions of 7 this Article and either can be issued citations and subject to fines for violation 8 of the provisions of this Article. 9 243) Law enforcementagenciesand their personnel are exempted from the 10 provisions of this article while utilization is in the course of police operations. 11 (b)—Definitions 12 For the purposes of this Article, the following words shall have the meaning 13 indicated: 14 1) Bicvcle Path shall have the same definition as provided in Section 15 316.003(5), Florida Statutes. 16 2) City Manager means the City Manager of the City of Boynton Beach, or 17 designee. 18 3) Motorized Scooter shall mean a device that is powered by a motor with or 19 without having a seat or saddle for the use of the rider, designed to travel on not more 20 than three wheels. 21 4) Operator means any entity that owns, operates, distributes, redistributes, 22 leases, or otherwise makes available for fee a Motorized Scooters. 100282595.1306-90018211 Page 2 of 8 CODING: Words in st+4ie#waiig type are deletions from existing law; Words in underlined type are additions. Page 953 of 993 I 5) RI hts-of-wav or ROW means the surface and space above and below an 2 improved or unimproved public roadway, hi bridge, boulevard, road, freeway, bridge, 3 alley, court, street, bicycle lane, public sidewalk and terrace in which the City or other 4 public entity has an interest in law or equity whether held in fee, easement, dedication, 5 plat, or other interest including any other dedicated right-of-way for travel purposes. 6 6) Sidewalk means that paved or unpaved portion of a street between the 7 curbline, or the lateral line, of a roadway and the adjacent property lines,intended for use 8 by pedestrians. 9 7) User means the individual who rents or uses a Motorized Scooter provided 10 by an Operator. II (c)— General Regulations 12 1) Motorized Scooters must have regulated top motor-powered speed of 13 fifteen (15) miles per hour or less. 14 2) Operators shall relocate all Motorized Scooters to a safe indoor facility 15 within twenty-four (24) hours of a declared tropical weather event (tropical storm or 16 hurricane watch or warning, whichever comes first). 17 • Operators shall be responsible for monitoring professionally recognized weather 18 condition reporting services such as the National Weather Service, National 19 Oceanic and Atmospheric Administration, local news weather services or others 20 for information related to severe weather conditions in and around Boynton 21 Beach, Florida. 22 • Severe weather conditions include local flooding, high winds, thunderstorms, 23 tornados and/or tropical cyclonic storms. 24 • Operators shall retrieve their Motorized Scooters from public right of ways twelve 25 (12) hours in advance of potential severe weather conditions occurring. The 26 Motorized Scooters shall be secured in indoor facilities 27 100282595.1306-90018211 Page 3 of 8 CODING: Words in st+4i�=type are deletions from existing law; Words in underlined type are additions. Page 954 of 993 I 3) Motorized Scooters that are inoperable or damaged or do not comply with 2 other I[SLI] provisions of this Article shall be removed by the Operator within thirty (30) 3 minutes of receipt of a complaint by any person or courtesy warning by a City Law 4 Enforcement Officer or Code Compliance Officer. An inoperable or damaged Motorized 5 Scooter is one that has non-functioning features (i.e. starter, lights, etc.) or is missing 6 components (i.e. grips, fender, etc.) or is otherwise inoperable. 7 --)4) To increase visibility and safety Motorized Scooters shall have front, left 8 and right side highly reflective decals and/or striping. The colors may be white, orange 9 or red. 10 (d)—Parking Regulations. 11 1) Motorized Scooters may only be parked in a legal manner on public 12 sidewalks and any ROW in compliance with the following regulations: 13 (1) Motorized Scooters shall not: 14 (a) Adversely affect any ROW or public sidewalks, 15 (b) Impede the normal movement of pedestrian traffic, 16 (c) Inhibit the ingress and egress of vehicles parked on- or off-street, 17 (d) Create conditions which are a threat to public safety and security;. 18 or 19 (e) Prevent a minimum four (4) foot pedestrian clear path on a 20 sidewalk. 21 2) Motorized Scooters shall not be parked within the following areas: loading 22 zone, handicap accessible parking zone or other facilities specifically designated for 23 handicap accessibility, on-street parking spots, street furniture, curb ramps, business or 100282595.1306-90018211 Page 4 of 8 CODING: Words in st+4ie#waiig type are deletions from existing law; Words in underlined type are additions. Page 955 of 993 I residential entryways, driveways, travel lanes, bicycle paths, parklets, or within fifteen 2 (15)feet of a fire hydrant. 3 3) Parking of Motorized Scooters within the _geographic boundaries of the 4 District is prohibited. 5 4) Motorized Scooters shall not be parked in any ROW. 6 5) Motorized Scooters shall not be parked in a manner that in any way 7 violates the Americans with Disabilities Act(ADA) accessibility requirements. 8 6) The parking of a Motorized Scooter on private property is, at all times, 9 prohibited unless the User has the express permission of the property owner to park on 10 that certain private property, 11 7) Motorized Scooters shall be parked upright at all times using the kickstand 12 attached to the Motorized Scooter. 13 8) Motorized Scooters parked in one location for more than three (3) 14 consecutive days without moving may be removed and stored by the City at the expense 15 of the Operator. 16 9) The City Manager, or designee, at their discretion, and without notice, 17 reserves the right to remove Motorized Scooters from any ROW, public sidewalks and 18 any other public property if an emergency arises. In such instances,the Cityarises. In such instances,the City will store the 19 Motorized Scooter and attempt to notify the Operator as soon as reasonably practicable 20 thereafter. 21 (e)—Operation and Use of Motorized Scooters 22 1) The riding of Motorized Scooters is prohibited upon public sidewalks and 23 any ROW, except within clearly marked Bicycle Lanes, located within the City. 100282595.1306-90018211 Page 5 of 8 CODING: Words in st+4i�=type are deletions from existing law; Words in underlined type are additions. Page 956 of 993 1 2) The riding of Motorized Scooters is permitted only within properly 2 marked Bicycle Lanes. 3 3) The riding of Motorized Scooters is prohibited within: districts. 4 4) Motorized Scooters may not exceed a maximum speed of fifteen (15) 5 miles per hours where riding is permitted. 6 5) Users shall not inhibit vehicular or pedestrian movement within any ROW 7 or create conditions which are a threat to public safety and security during operation of a 8 Motorized Scooter. Users shall yield the ROW to pedestrians and motor vehicles. 9 (f)—Penalty 10 (a) When the User of a Motorized Scooter violates a provision of State traffic I I laws, the User may be issued a citation for a traffic infraction. 12 (b) Any violation of this Article that is not prosecuted as a violation of State 13 traffic laws may be prosecuted as a municipal ordinance and is punishable by a fine as 14 follows 15 a. If issued to a User- $50.00 for each violation. 16 b. If issued to an Operator- $50.00 for the first violation, $100.00 for the 17 second violation and $250.00 for all subsequent violation on the same 18 calendar day. 19 (c) In the event that an Operator or User violates any provisions of this 20 Article, the City Manager, or designee may in addition to the fines set forth above may 21 order the impounding of a Motorized Scooter. In order to retrieve any impounded 22 Motorized Scooter, the Operator must demonstrate proper proof of ownership and pay a 23 $50.00 impoundment fee per Motorized Scooter. 100282595.1306-90018211 Page 6 of 8 CODING: Words in st+4i�=type are deletions from existing law; Words in underlined type are additions. Page 957 of 993 I Section 3: Codification. It is the intention of the City Commission of the City of 2 Boynton Beach, that the provisions of this Ordinance shall become and made a part of the 3 Code of Ordinances of the City of Boynton Beach, Florida, and that the Sections of this 4 Ordinance may be renumbered, re-lettered and the word "Ordinance" may be changed to 5 "Section," "Article" or other word or phrase in order to accomplish such intention. 6 Section 4: Conflicts. All Ordinances or parts of Ordinances, Resolutions or 7 parts thereof in conflict herewith,be and the same are hereby repealed to the extent of such 8 conflict. 9 Section 5: Severability. Should any section, provision, paragraph, sentence, Io clause of word of this Ordinance or portion hereof be held or declared by any court of II competent jurisdiction to be unconstitutional or invalid, in part or application, it shall be 12 considered as eliminated and shall not affect the validity of the remaining portions or 13 applications of this Ordinance. 14 Section 6: Effective Date. This Ordinance shall become effective on upon 15 adoption. 16 17 PASSED ON FIRST READING BY THE CITY COMMISSION OF THE CITY OF 18 BOYNTON BEACH,FLORIDA, THIS DAY OF 2019. 19 100282595.1306-90018211 Page 7 of 8 CODING: Words in st+4i�=type are deletions from existing law; Words in underlined type are additions. Page 958 of 993 1 2 PASSED AND ADOPTED ON SECOND AND FINAL READING BY THE CITY 3 COMMISSION OF THE CITY OF BOYNTON BEACH,FLORIDA THIS DAY 4 OF ,2019. 5 6 7 CITY OF BOYNTON BEACH, FLORIDA 8 9 YES NO 10 11 Mayor— Steven B. Grant 12 13 Vice Mayor—Justin Katz 14 15 Commissioner—Mack McCray 16 17 Commissioner—Christina L. Romelus 18 19 Commissioner—Ty Penserga 20 21 VOTE 22 ATTEST: 23 24 25 26 Judith A. Pyle, CMC 27 City Clerk 28 29 30 31 (Corporate Seal) 32 100282595.1306-90018211 Page 8 of 8 CODING: Words in st+4i�=type are deletions from existing law; Words in underlined type are additions. Page 959 of 993 Florida Senate - 2019 SB 542 By Senator Brandes 24-00489A-19 2019542 1 A bill to be entitled 2 An act relating to micromobility devices and motorized 3 scooters; amending s. 316. 003, F.S. ; defining the term 4 "micromobility device"; revising the definition of the 5 term "motorized scooter"; conforming a cross- 6 reference; amending s . 316 . 008, F. S. ; authorizing a 7 county or municipality to regulate the operation of 8 micromobility devices and for-hire motorized scooters, 9 subject to certain restrictions; authorizing a county 10 or municipality to require that a person offering 11 micromobility devices or for-hire motorized scooters 12 be licensed; requiring that such license be granted if 13 the applicant for licensure provides certain proof of 141 insurance coverage; providing that, except for 15 specified provisions, regulation of micromobility 16 devices and for-hire motorized scooters is exclusively 17 controlled by state and federal law; amending s. 18 316. 1995, F. S. ; conforming a provision to changes made 19 by the act; amending s. 316. 2128, F.S. ; providing that 20 the operator of a micromobility device or motorized 21 scooter has all of the rights and duties applicable to 22 the rider of a bicycle, except the duties imposed by 23 specified provisions that by their nature do not 24 apply; exempting a micromobility device or motorized 25 scooter from certain registration, insurance, and 26 licensing requirements; providing that a person is not 27 required to have a valid driver license to operate a 28micromobility device or motorized scooter; authorizing 29 the parking of a micromobility device or motorized Page 1 of 6 CODING: Words are deletions; words underlined are additions. Page 960 of 993 Florida Senate - 2019 SB 542 24-00489A-19 2019542 30 scooter on sidewalks, subject to certain requirements; 31 deleting specified requirements for the sale of 32 motorized scooters; amending s. 316.2225, F.S. ; 33 exempting micromobility devices and motorized scooters 34 from certain emblem requirements; amending s. 655. 960, 35F.S . ; conforming a cross-reference; providing an 36 effective date. 37 38 Be It Enacted by the Legislature of the State of Florida: 39 40 Section 1 . Present subsections (38) through (101) of 41 section 316. 003, Florida Statutes, are redesignated as 42 subsections (39) through (102) , respectively, a new subsection 43 (38) is added to that section, and present subsections (44) and 44 ' (59) of that section are amended, to read: 45 316. 003 Definitions .-The following words and phrases, when 46 used in this chapter, shall have the meanings respectively 47 ascribed to them in this section, except where the context 48 otherwise requires: 49 (38) MICROMOBILITY DEVICE.-Any motorized transportation 50 device made available for �urivate use by reservation through an 51 online a 2lication, website, or software for point-to-point 52 tries, which is incapable of traveling at speeds greater than 20 53 miles per hour on level ground. This term includes motorized 54 scooters and bicycles as defined in this section. 55 (45) (44) MOTORIZED SCOOTER.-Any vehicle or micromobility 56 device that is powered b a motor with or without net gym a 57 seat or saddle for the use of the rider, designed to travel on 58 not more than three wheels, and not capable of propelling the Page 2 of 6 CODING: Wordset-T-i-e4Eeinr are deletions; words underlined are additions. Page 961 of 993 FloridaSenate - 2019 SB 542 24-00489A-19 2019542 59 vehicle at a speed greater than 20 -38 miles per hour on level 60 ground. 61 (60)-(59)- PRIVATE ROAD OR DRIVEWAY.—Except as otherwise 62 provided in paragraph (82) (b) 'QST, any privately owned way 63 or place used for vehicular travel by the owner and those having 64 express or implied permission from the owner, but not by other 65 persons . 66 Section 2 . Subsection (9) is added to section 316. 008, 67 Florida Statutes, to read: 68 316. 008 Powers of local authorities.- 69 (9) (a) A county or municipality may regulate the operation 70 of micromobility devices and for-hire motorized scooters; 71 however, any such ordinance or regulation may not conflict with 72 this chapter or federal law and may not be more restrictive than 73 the county' s or municipality' s regulation of bicycles. 74 (b) A county or municipality may require a person offering 75 micromobilit°wf devices or for-hire motorized scooters to be 76licensed. The license must be granted if the applicant for 77 licensure provides proof of: 78 1 . Commercial general liability insurance coverage with a 791 limit of at least $1 million per occurrence and with a $5 80 million aggregate limit; and 81 2 . If the applicant employs persons within the jurisdiction 82 of the county or municipality, workers' compensation coverage 83 that meets the minimum requirements under chapter 440 and the 84 Florida Insurance Code. 85 (c) Excert as provided in this section, regulation of 86 micromobility devices and for-hire motorized scooters is 87 exclusively controlled by state and federal law. Page 3 of 6 CODING: Words are deletions; words underlined are additions. Page 962 of 993 Florida Senate - 2019 SB 542 24-00489A-19 2019542 88 Section 3. Section 316. 1995, Florida Statutes, is amended 89 to read: 90 316. 1995 Driving upon sidewalk or bicycle path.- 91 (1) Except as provided in s . 316. 008, s. 316.2128, or s . 92 316. 212 (8) , a person may not drive any vehicle other than by 93 human power upon a bicycle path, sidewalk, or sidewalk area, 94 except upon a permanent or duly authorized temporary driveway. 95 (2) A violation of this section is a noncriminal traffic 96 infraction, punishable as a moving violation as provided in 97 chapter 318 . 98 (3) This section does not apply to motorized wheelchairs. 99 Section 4 . Section 316. 2128, Florida Statutes, is amended 100 to read: 101 316. 2128 Operation of micromobility devices, motorized 102 scooters, and miniature motorcycles; requirements for sales of 103 miniature motorcycles.- 104 (1) The operator of a micromobility device or motorized 105 scooter has all of the rights and duties aLpr able to the rider 106 of a bicycle under s. 316. 2065, except the duties imposed by s. 107 316. 2065 (2) and (3) (b) and (3) (c) , which by their nature do not 108 apply. 109 (2) A micromobility device or motorized scooter is not 110 required to satisfy the registration and insurance requirements 111'' of s . 320 . 02 or the licensing requirements of s. 316. 605. 112 (3) A person is not required to have a valid driver license 113 to operate a micromobility device or motorized scooter. 114 (4) A person may park a micromobility device or motorized 115 scooter on sidewalks in a manner that does not impede the normal 116'' movement of pedestrian traffic to adhere with local ordinances Page 4 of 6 CODING: Wordsen are deletions; words underlined are additions. Page 963 of 993 FloridaSenate - 2019 SB 542 24-00489A-19 2019542_ 117 and state or federal laws. 118 (5)+1+ A person who engages in the business of, serves in 119 the capacity of, or acts as a commercial seller of ,.,ete r; ze 120 seeete rs miniature motorcycles in this state must prominently 121 display at his or her place of business a notice that such 122 vehicles are not legal to operate on public roads, may not be 123 registered as motor vehicles, and may not be operated on 124 sidewalks unless authorized by an ordinance enacted pursuant to 125 s. 316. 008 (7) (a) or s . 316 .212 (8) . The required notice must also 126 appear in all forms of advertising offering Ftoterize�?seeeter 127 e-r- miniature motorcycles for sale. The notice and a copy of this 128 section must also be provided to a consumer prior to the 129 consumer' s purchasing or becoming obligated to purchase -a 130 Ffteteriaed—sc-eet--er er a miniature motorcycle. 131 (6)+2+ Any person selling or offering e—rftet-eriz-ed- s ee 132 e-r- a miniature motorcycle for sale in violation of this section 133 commits an unfair and deceptive trade practice as defined in 134 part II of chapter 501 . 135 Section 5. Subsection (7) of section 316.2225, Florida 136 Statutes, is amended to read: 137 316. 2225 Additional equipment required on certain 138 vehicles.—In addition to other equipment required in this 139 chapter, the following vehicles shall be equipped as herein 140stated under the conditions stated in s. 316.217 . 141 (7) On every slow-moving vehicle or equipment, animal-drawn 142 vehicle, or other machinery designed for use and speeds less 143 than 25 miles per hour, excluding; micromobility devices and 144 motorized scooters, but including all road construction and 145 maintenance machinery except when engaged in actual construction Page 5 of 6 CODING: WordsslaElekenare deletions; words underlined are additions. Page 964 of 993 Florida Senate - 2019 SB 542 24-00489A-19 2019542 146 or maintenance work either guarded by a flagger or a clearly 147 visible warning sign, which normally travels or is normally used 148 at a speed of less than 25 miles per hour and which is operated 149 on a public highway, there must be-!-- 150 ei150 -(-a+ a triangular slow-moving vehicle emblem SMV as 151 described in, and displayed as provided in, this subsection 152 . 153 (a) The requirement of the emblem shall be in addition to 154 any other equipment required by law. The emblem shall not be 155 displayed on objects which are customarily stationary in use 156 except while being transported on the roadway of any public 157 highway of this state. 158 (b) The Department of Highway Safety and Motor Vehicles 159 shall adopt such rules and regulations as are required to carry 160 out the purpose of this section. The requirements of such rules 161 and regulations shall incorporate the current specifications for 162 SMV emblems of the American Society of Agricultural Engineers . 163 Section 6. Subsection (1) of section 655 . 960, Florida 164 Statutes, is amended to read: 165 655. 960 Definitions; ss . 655 . 960-655. 965.—As used in this 166 section and ss. 655. 961-655. 965, unless the context otherwise 167 requires: 168 (1) "Access area" means any paved walkway or sidewalk which 169 is within 50 feet of any automated teller machine. The term does 170 not include any street or highway open to the use of the public, 1711 as defined in s . 316. 003 (82) (a) or (b) , 172 including any adjacent sidewalk, as defined in s . 316. 003. 173 Section 7 . This act shall take effect upon becoming a law. Page 6 of 6 CODING: Words stEleken are deletions; words underlined are additions. Page 965 of 993 F L O R I D A H O U S E O F R E P R E S E N T A T I V E S HB 453 2019 1� A bill to be entitled 2� An act relating to micromobility devices and motorized 3 scooters; amending s . 316. 003, F.S. ; defining the term 4 micromobility device", revising the definition of the 5 term "motorized scooter"; conforming a cross- 6 reference; amending s. 316. 008, F. S. ; authorizing a 7 county or municipality to regulate the operation of 8 micromobility devices and for-hire motorized scooters, 9 subject to certain restrictions; authorizing a county 10 or municipality to require that a person offering 11 micromobility devices or for-hire motorized scooters 12 be licensed; requiring that such license be granted if 13 the applicant for licensure provides certain proof of 14 insurance coverage; providing that, except for 15 specified provisions, regulation of micromobility 16 devices and for-hire motorized scooters is exclusively 17 controlled by state and federal law; amending s. 18 316. 1995, F.S. ; conforming a provision to changes made 19 by the act; amending s. 316. 2128, F.S. ; providing that 20 the operator of a micromobility device or motorized 21 scooter has all of the rights and duties applicable to 22 the rider of a bicycle, except the duties imposed by 23 specified provisions that by their nature do not 24 apply; exempting a micromobility device or motorized 25 scooter from certain registration, insurance, and Page 1 of 7 CODING: Words are deletions;words underlined are additions. hb0453-00 Page 966 of 993 F L O R I D A H O U S E O F R E P R E S E N T A T I V E S HB 453 2019 26 licensing requirements; providing that a person is not 27required to have a valid driver license to operate a 28 ' micromobility device or motorized scooter; authorizing 29 ' the parking of a micromobility device or motorized 30 ' scooter on a sidewalk, subject to certain 31 requirements; deleting specified requirements for the 32 sale of motorized scooters; amending s. 316.2225, 33 F.S. ; exempting micromobility devices and motorized 3 A scooters fl-;m certic in eii'L 1eTTi lFW3gt.7.7.v, ,.]me t'.,'t, a,uIe..di_ ig s . 35 655 . 960, F. S. ; conforming a cross-reference; providing 36 an effective date. 3-7 38 Be It Enacted by the Legislature of the State of Florida: 9 410 Section 1 . Subsections (38) through (101) of section 41 316 . 003, Florida Statutes, are renumbered as subsections (39) 42 through (102) , respectively, present subsections (44) and (59) 43 are amended, and a new subsection (38) is added to that section, 44 to read: 45 ' 316 . 003 Definitions.-The following words and phrases, when 46 ' used in this chapter, shall have the meanings respectively 47 ascribed to them in this section, except where the context 48 otherwise requires: 49 (38) MICROMOBILITY DEVICE.-Any motorized transportation 50 device made available for private use b reservation through an Page 2 of 7 CODING:Words are deletions; words underlined are additions. hb0453-00 Page 967 of 993 F L O R I D A H 0 U S E O F R E P R E S E N T A T I V E S HB 453 2019 51 online application, website, or software for point-to-point 52 trips, which is incapable of trayelin-, at speeds greater than 20 53 miles per hour on level ~around. This term includes motorized 54 scooters and motorized bicycles as defined in this section. 55 (45)-(44-) MOTORIZED SCOOTER.—Any vehicle or micromobil 56 device that is powered by a motor with or without net havia 57 seat or saddle for the use of the rider, designed to travel on 58 not more than three wheels, and not capable of propelling the 59 vehicle at a speed greater than 20 -3-& miles per hour on level 60 ground. 61 (60)-(59) PRIVATE ROAD OR DRIVEWAY.—Except as otherwise 62 provided in paragraph (82) (b) (81)-(b) , any privately owned way 63 or place used for vehicular travel by the owner and those having 64 express or implied permission from the owner, but not by other 65 persons . 66 Section 2 . Subsection (9) is added to section 316. 008, 67 Florida Statutes, to read: 68 316. 008 Powers of local authorities.- 69 (9) (a) A county or municipality mai regulate the operation 70 of micromobility devices and for-hire motorized scooters; 71 however, any such regulation may not conflict with this chapter 72 or federal law and may not be more restrictive than the county' s 73 or municipality' s regulation of bicycles. 74 (b) A count} or municipality mai require a person offering 75 micromobility devices or for-hire motorized scooters to be Page 3 of 7 CODING:Words sW4,e44 are deletions;words underlined are additions. hb0453-00 Page 968 of 993 F L O R I D A H O U S E O F R E P R E S E N T A T I V E S HB 453 2019 76 licensed. The license must be granted if the applicant for 77 licensure provides proof of: 78 1 . Commercial general liability insurance coverage with a 79 limit of at least $1 million per occurrence and with a $5 80 million a gregate limit; and 81 2 . If the applicant employs persons within the 82 jurisdiction of the county or munici alit , workers ' 83 compensation coverage that meets the minimum requirements under 84 cha4)ter 440 and the Florida Insurance Code. 85 (c) Except as provided in this section, regulation of 86 micromobility devices and for-hire motorized scooters is 87 exclusively controlled by state and federal law. 88 Section 3. Section 316. 1995, Florida Statutes, is amended 89 to read: 90 316. 1995 Driving upon sidewalk or bicycle path.- 91 (1) Except as provided in s. 316. 008, s. 316.2128, or s. 92 316. 212 (8) , a person may not drive any vehicle other than by 93f human power upon a bicycle path, sidewalk, or sidewalk area, 94� except upon a permanent or duly authorized temporary driveway. 95 (2) A violation of this section is a noncriminal traffic 96 infraction, punishable as a moving violation as provided in 97 chapter 318 . 98 (3) This section does not apply to motorized wheelchairs . 99 ' Section 4 . Section 316. 2128, Florida Statutes, is amended 100 to read: Page 4 of 7 CODING: Words are deletions; words underlined are additions. hb0453-00 Page 969 of 993 F L O R I D A H O U S E O F R E P R E S E N T A T I V E S HB 453 2019 101 316.2128 Operation of micromobility devices, motorized 102 scooters, and miniature motorcycles; requirements for sales of 103 miniature motorcycles.- 104 (1) The operator of a micromobility device or motorized 105 scooter has all of the rights and duties applicable to the rider 106 of a bicycle under s . 316. 2065, except the duties imposed by s. 107 316. 2065 (2) , (3) (b) , and (3) (c) , which by their nature do not 108 apply. 109 (2) A micromobility device or motorized scooter is not 110 required to satisfy the registration and insurance requirements 111 of s . 320 . 02 or the licensing requirements of s. 316. 605. 112 (3) A person is not required to have a valid driver 113 license to operate a micromobility device or motorized scooter. 114 (4) A person may park a micromobility device or motorized 115 scooter on a sidewalk in a manner that does not impede the 116 normal movement of pedestrian traffic in compliance with local 117 ordinances and state or federal laws. 118 (5)-(4+ A person who engages in the business of, serves in 119 the capacity of, or acts as a commercial seller of Ffteterize 1201 seeeters miniature motorcycles in this state must prominently 121 display at his or her place of business a notice that such 122 vehicles are not legal to operate on public roads, may not be 123 registered as motor vehicles, and may not be operated on 124 sidewalks unless authorized by an ordinance enacted pursuant to 125 s . 316. 008 (7) (a) or s. 316.212 (8) . The required notice must also Page 5 of 7 CODING: Words are deletions;words underlined are additions. hb0453-00 Page 970 of 993 F L O R I D A H O U S E O F R E P R E S E N T A T I V E S HB 453 2019 126 appear in all forms of advertising offering mvteEi-ze seee er- 127 e-r- miniature motorcycles for sale. The notice and a copy of this 128 section must also be provided to a consumer before pr±er- te the 129 consumer' s purchasing or becoming obligated to purchasee 130 meterized se-eeter eE a miniature motorcycle. 131 (6)f2+ Any person selling or offering afaeteEized seeet 132 e-r- a miniature motorcycle for sale in violation of this section 133 commits an unfair and deceptive trade practice as defined in 134 part II of chapter 501. 135 Section 5. Subsection (7) of section 316.2225, Florida 136Statutes, is amended to read: 137 316. 2225 Additional equipment required on certain 138 vehicles.—In addition to other equipment required in this 139 chapter, the following vehicles shall be equipped as herein 140 stated under the conditions stated in s. 316.217 . 141 (7) on every slow-moving vehicle or equipment, animal- 142 drawn vehicle, or other machinery designed for use and speeds 143 less than 25 miles per hour, excluding micromobility devices and 144 motorized scooters, but including all road construction and 145' maintenance machinery except when engaged in actual construction 146 or maintenance work either guarded by a flagger or a clearly 147 visible warning sign, which normally travels or is normally used 148 at a speed of less than 25 miles per hour and which is operated 149 ' on a public highway, there must-be--:-- 150 ustbe-r150 -(a+ a triangular slow-moving vehicle emblem SMV as Page 6 of 7 CODING: Words st4&en are deletions;words underlined are additions. hb0453-00 Page 971 of 993 I F L O R I D A H O U S E O F R E P R E S E N T A T I V E S HB 453 2019 151described in, and displayed as provided in, this subsection 1 152 lqaL-agicaph (b) 153 (a) The requirement of the emblem shall be in addition to 154 any other equipment required by law. The emblem shall not be 155 displayed on objects which are customarily stationary in use 156 except while being transported on the roadway of any public 157 highway of this state. 158 (b) The Department of Highway Safety and Motor Vehicles 159 shall adopt such rules and regulations as are required to carry 160 out the purpose of this section. The requirements of such rules 161 and regulations shall incorporate the current specifications for 162 SMV emblems of the American Society of Agricultural Engineers. 163 Section 6. Subsection (1) of section 655 . 960, Florida 164 Statutes, is amended to read: 165 655 . 960 Definitions; ss. 655. 960-655. 965.-As used in this 166 section and ss . 655. 961-655 . 965, unless the context otherwise 167 requires: 168 . (1) "Access area" means any paved walkway or sidewalk 169 which is within 50 feet of any automated teller machine. The 170 ' term does not include any street or highway open to the use of 171 the public, as defined in s. 316. 003 (82) (a) or (b) 172 316. 093 (81-)-(a-)—er—(h) , including any adjacent sidewalk, as 173 defined in s . 316. 003. 174 Section 7 . This act shall take effect upon becoming a law. Page 7 of 7 CODING:Words are deletions;words underlined are additions. hb0453-00 Page 972 of 993 Page 973 of 993 COMMITTEE/SUBCOMMITTEE AMENDMENT Bill No. CS/HB 453 (2019) Amendment No. COMMITTEE/SUBCOMMITTEE ACTION ADOPTED (Y/N) ADOPTED AS AMENDED (Y/N) ADOPTED W/O OBJECTION (Y/N) FAILED TO ADOPT (Y/N) WITHDRAWN (Y/N) OTHER 1 Committee/Subcommittee hearing bill: State Affairs Committee 2 Representative Toledo offered the following: 3 4 Amendment (with title amendment) 5 Remove everything after the enacting clause and insert: 6Section 1. Subsections (38) through (43) of section 7 316.. 003, Florida Statutes, are renumbered as subsections (39) 8 through (44) , respectively, and subsections (44) through (101) 9 are renumbered as subsections (46) through (103) , present 10 subsections (4) , (44) and (59) are amended, and new subsections 11 ' (38) and (45) are added to that section, to read: 12 316. 003 Definitions .—The following words and phrases, when 13 used in this chapter, shall have the meanings respectively 14 ascribed to them in this section, except where the context 15 otherwise requires : 16 (4) BICYCLE.—Every vehicle propelled solely by human 479183 - h0453-strike.docx Published On: 4/9/2019 6: 12 : 13 PM Page 1 of 9 Page 974 of 993 COMMITTEE/SUBCOMMITTEE AMENDMENT Bill No. CS/HB 453 (2019) Amendment No. 17 power, and every meteElzed ti..; j e y , , �, �,. ,�,�; }, of 18 lidEftan p e w e L-nd—apt—e 1-e etr-j:e—lzre3peia Mete-- l2 e 19 he v eh i e' ria# a speed o f net ffteice than 29 Eftiles—pe ia heuic en 20 level ' upen whieh any peLcsen may ridep. having two tandem 21 wheels, and including any device generally recognized as a 22 bicycle though equipped with two front or two rear wheels. The 23 term does not include such a vehicle with a seat height of no 24 more than 25 inches from the ground when the seat is adjusted to 25 its highest position or a scooter or similar device. A persen 26 ander the-,age—ef 16 May netepeEae—er ride i,pe a FfteteElzed 27 bleyele. 28 (38) MICROMOBILITY DEVICE.—Any motorized transportation g _ed bicycle, made 29 device, includin a motorized scooter or motorizmm _ �.. 30 available for private use by reservation through an online 31 application, website, or software for point-to-point trips, 32 ', which is incaPable of traveling at speeds greater than 20 miles 33 per hour on level ground when powered solely bV the motor. 34 (45) MOTORIZED BICYCLE.-A vehicle propelled by a 35 combination of human 2ower and an electric helper motor capable 36 of propelling the vehicle at a speed of not more than 20 miles 37 per hour on level ground upon which anV person may ride, having 38 two tandem wheels, and including any device generall recognized 39 as a bicycle though equipped with two front or two rear wheels. 40 The term does not include such a vehicle with a seat height of 41 no more than 25 inches from the around when the seat is adjusted 479183 - h0453-strike.docx Published On: 4/9/2019 6: 12: 13 PM Page 2 of 9 Page 975 of 993 COMMITTEE/SUBCOMMITTEE AMENDMENT Bill No. CS/HB 453 (2019) Amendment No. 42 to its highest position or a scooter or similar device. A person 43 under the acre of 16 ma not _operate or ride upon a motorized 44 bicycle. 45 ' (46)-(-44-)- MOTORIZED SCOOTER.—Any vehicle that is powered by 46 a motor with or without net a seat or saddle for the use 47 of the rider, designed to travel on not more than three wheels, 48 and not capable of propelling the vehicle at a speed greater 49 than 20 -3-G miles per hour on level ground when powered solel.a by 50 the motor. 51 (61)-(z59) PRIVATE ROAD OR DRIVEWAY.—Except as otherwise 52 provided in paragraph (82) (b) -(811) (b) , any privately owned way 53 or place used for vehicular travel by the owner and those having 54 express or implied permission from the owner, but not by other 55 persons . 56 Section 2 . Subsection (9) is added to section 316. 008, 57 Florida Statutes, to read: 58 316. 008 Powers of local authorities.- 59 (9) (a) A county or municipality may regulate the operation 60 of micromobilityj devices; however, aaV such regulation may not 61 conflict with this chapter or federal law and may not be more 62 restrictive than the county' s or municipality' s regulation of 63 bicycles, except as provided in this section. 64 (b) A county or municipality may restrict, for limited 65• periods of time, the use of micromobility devices upon certain 66 sidewalks the count° or municipality designate as high 479183 - h0453-strike.docx Published On: 4/9/2019 6: 12 : 13 PM Page 3 of 9 Page 976 of 993 COMMITTEE/SUBCOMMITTEE AMENDMENT Bill No. CS/HB 453 (2019) Amendment No. 67 pedestrian traffic areas, or upon sidewalks which are 5 feet or 68 less in width. Re ulations shall not prohibit the parkin of 69 micromobility devices for arkinc ur oses. 70 (c) A county or municipality may require a person offering 71 micromobility devices to be licensed. The license must be 72 granted if the applicant for licensure provides proof of: g liability insurance coverage 73 1. Commercial general lia with a_ 74 limit of at least $1 million per occurrence and with a $2 75million a gregate limit; and 76 2 . If the applicant employs persons within the 77 Jurisdiction of the county or municipality, workers ' 78 compensation coverage that meets the minimum requirements under 79 chapter 440 and the Florida Insurance Code. 80 (d) A county or municipality may designate locations where 81 operators of micromobility devices may not stage shared devices 82 (-rovided that staging is authorized in at least one location on 83 each side of each city__ biock in a commercial or business 84 district. 85 (e) Except as provided in this section, regulation of 86 micromobility devices is exclusively controlled Py_state and 87 federal law. 88 Section 3 . Section 316. 1995, Florida Statutes, is amended 89 to read: 90 316. 1995 Driving upon sidewalk or bicycle path.- 91 (1) Except as provided in s. 316. 008, s. 316.2128, or s . 479183 - h0453-strike.docx Published On: 4/9/2019 6: 12 : 13 PM Page 4 of 9 Page 977 of 993 COMMITTEE/SUBCOMMITTEE AMENDMENT Bill No. CS/HB 453 (2019) Amendment No. 92 316. 212 (8) , a person may not drive any vehicle other than by 93 human power upon a bicycle path, sidewalk, or sidewalk area, 94 except upon a permanent or duly authorized temporary driveway. 95 (2) A violation of this section is a noncriminal traffic 96 infraction, punishable as a moving violation as provided in 97 chapter 318 . 98 (3) This section does not apply to motorized wheelchairs . 99 Section 4 . Section 316. 2128, Florida Statutes, is amended 100 to read: 101 316 .2128 Operation of micromobility devices, motorized 102 scooters, and miniature motorcycles; securing of shared 103 micromobility devices; requirements for sales of miniature 104 motorcycles.- 105f (1) The operator of a micromobility device has all of the 106 rights and duties applicable to the rider of a bicycle under s. 107 316.2065, except the duties imposed b s . 316.2065 (2) , (3) (b) , 108 and (3) (c) , which by their nature do not apply. As such, a 109 micromobility device may ride upon any bicycle path, sidewalk, 110 sidewalk area, bicycle lane or highway: permissible for bicycle 111 use. 112 (2) A micromobility device is not required to satisfy the 113 registration and insurance requirements of s. 320 . 02 or the 114 licensing requirements of s. 316. 605. 115 (3) A person is not required to have a valid driver 116 license to operate a micromobilit device. 479183 - h0453-strike.docx Published On: 4/9/2019 6: 12 : 13 PM Page 5 of 9 Page 978 of 993 COMMITTEE/SUBCOMMITTEE AMENDMENT Bill No. CS/HB 453 (2019) Amendment No. 117 (4) A person may park a micromobility device on a sidewalk 118 in a manner that does not impede the normal...movement of 119 Leqestrian traffic in compliance with local ordinances and state 120 or federal laws . 121 -(5) A person offering shared micromobility devices is 122 responsible for securing all devices offered by suchperson 123 within any area of the state for which a tropical storm or 124 hurricane warning has been issued by the National Weather 125 Service. 126 (6) A person who engages in the business of, serves in 127 the capacity of, or acts as a commercial seller of Ffte-IeL=ized 128 -s-eeeterrs e,- miniature motorcycles in this state must prominently 129 display at his or her place of business a notice that such 130 vehicles are not legal to operate on public roads, may not be 131 registered as motor vehicles, and may riot be operated on 132 sidewalks unless authorized by an ordinance enacted pursuant to 133 s . 316. 008 (7) (a) or s. 316.212 (8) . The required notice must also 134 appear in all forms of advertising offering 135 e-r- miniature motorcycles for sale. The notice and a copy of this 136 section must also be provided to a consumer before pT4-e� the 137 consumer' s purchasing or becoming obligated to purchase -a 138 �e a miniature motorcycle. 139 (7) Any person selling or offering 140 ar- a miniature motorcycle for sale in violation of this section 141 commits an unfair and deceptive trade practice as defined in 479183 - h0453-strike.docx Published On: 4/9/2019 6: 12 : 13 PM Page 6 of 9 Page 979 of 993 COMMITTEE/SUBCOMMITTEE AMENDMENT Bill No. CS/HB 453 (2019) Amendment No. 142 part II of chapter 501. 143 Section 5. Subsection (7) of section 316.22250 Florida 144 Statutes, is amended to read: 145 316.2225 Additional equipment required on certain 146 vehicles.—In addition to other equipment required in this 147 chapter, the following vehicles shall be equipped as herein 148 stated under the conditions stated in s. 316.217 . 149 (7) On every slow-moving vehicle or equipment, animal- 150 drawn vehicle, or other machinery designed for use and speeds 151 less than 25 miles per hour, excluding micromobility devices, 152 but including all road construction and maintenance machinery 153except when engaged in actual construction or maintenance work 154ii either guarded by a flagger or a clearly visible warning sign, 155 which normally travels or is normally used at a speed of less 156 than 25 miles per hour and which is operated on a public 157 highway, there must be!- 158 ' -(-a+ a triangular slow-moving vehicle emblem SMV as 159 described in, and displayed as provided in, this subsection 160 . 161 (a) The requirement of the emblem shall be in addition to 162 any other equipment required by law. The emblem shall not be 163 displayed on objects which are customarily stationary in use 164 except while being transported on the roadway of any public 165 highway of this state. 166 (b) The Department of Highway Safety and Motor Vehicles 479183 - h0453-strike.docx Published On: 4/9/2019 6: 12: 13 PM Page 7 of 9 Page 980 of 993 COMMITTEE/SUBCOMMITTEE AMENDMENT Bill No. CS/HB 453 (2019) Amendment No. 167 shall adopt such rules and regulations as are required to carry 168 out the purpose of this section. The requirements of such rules 169 and regulations shall incorporate the current specifications for 170 SMV emblems of the American Society of Agricultural Engineers. 171 Section 6. Subsection (1) of section 655 . 960, Florida 172 Statutes, is amended to read: 173 655 . 960 Definitions; ss . 655. 960-655 . 965 .—As used in this 174 section and ss. 655. 961-655. 965, unless the context otherwise 175 requires: 176 (1) "Access area" means any paved walkway or sidewalk 177 which is within 50 feet of any automated teller machine. The 178 term does not include any street or highway open to the use of 179 the public, as defined in s. 316. 003 (82) (a) or (b) &—. 180 including any adjacent sidewalk, as 181 defined in s. 316. 003. 182 Section 7 . This act shall take effect upon becoming a law. 183 184 ----------------------------------------------------- 185 T I T L E A M E N D M E N T 186 Remove everything before the enacting clause and insert: 187 An act relating to micromobility devices; amending s . 316. 003, 188 F.S . ; defining the terms "micromobility device" and "motorized 189 bicycle"; revising the definition of the term "motorized 190 scooter`®; conforming a cross-reference; amending s . 316. 008, 191 F.S. ; authorizing a county or municipality to regulate the 479183 - h0453-strike.docx Published On: 4/9/2019 6: 12 : 13 PM Page 8 of 9 Page 981 of 993 COMMITTEE/SUBCOMMITTEE AMENDMENT Bill No. CS/HB 453 (2019) Amendment No. 192 operation of micromobility devices, subject to certain 193 restrictions; authorizing a county or municipality to require 194 that a person offering micromobility devices be licensed; 195 requiring that such license be granted if the applicant for 196 licensure provides certain proof of insurance coverage; 197 providing requirements for designation of staging locations for 198 shared micromobility devices; providing that, except for 199 specified provisions, regulation of micromobility devices is 200 exclusively controlled by state and federal law; amending s. 201 316. 1995, F. S. ; conforming a provision to changes made by the 202 act; amending s . 316.2128, F. S. ; providing that the operator of 203 a micromobility device has all of the rights and duties 204 applicable to the rider of a bicycle, except the duties imposed 205 by specified provisions that by their nature do not apply; 206 exempting a micromobility device from certain registration, 207 insurance, and licensing requirements; providing that a person 208 is not required to have a valid driver license to operate a 209 micromobility device; authorizing the parking of a micromobility 210 device on a sidewalk, subject to certain requirements; requiring 211 a person offering shared micromobility devices to secure such 212 devices under certain circumstances; deleting specified 213 requirements for the sale of motorized scooters; amending s. 214 316. 2225, F. S. ; exempting micromobility devices from certain 215 emblem requirements; amending s . 655 . 960, F. S. ; conforming a 216 cross-reference; providing an effective date. 479183 - h0453-strike.docx Published On: 4/9/2019 6: 12 : 13 PM Page 9 of 9 Page 982 of 993 Page 983 of 993 13.A. FUTURE AGENDA ITEMS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Department to give brief presentation of their operations Fire- May 2019 Development- July 2019 Library - September 2019 EXPLANATION OF REQUEST: HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 984 of 993 13.B. FUTURE AGENDA ITEMS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Caler, Donten & Levine (city auditors)will present the Comprehensive Annual Financial Report for FY 2018. - May 7, 2019 EXPLANATION OF REQUEST: HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: CLIMATE ACTION DISCUSSION: Is this a grant? Grant Amount: Page 985 of 993 13.C. FUTURE AGENDA ITEMS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Representative Mike Caruso will provide the Commission a post-legislative update- May 7, 2019 EXPLANATION OF REQUEST: HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 986 of 993 13.D. FUTURE AGENDA ITEMS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Proclamation for Boynton Beach Mental Health Committee- M May 7, 2019 EXPLANATION OF REQUEST: HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 987 of 993 13.E. FUTURE AGENDA ITEMS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Staff to provide brief update on status of Town Square Project. May 7, 2019 EXPLANATION OF REQUEST: HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 988 of 993 13.F. FUTURE AGENDA ITEMS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Staff to provide update to City Commission on Surtax Projects for FY 18/19- May 7, 2019. EXPLANATION OF REQUEST: HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: CLIMATE ACTION DISCUSSION: Is this a grant? Grant Amount: Page 989 of 993 13.G. FUTURE AGENDA ITEMS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Commission wants to discuss public safety as it relates to the Town Square Redevelopment- June 2019 EXPLANATION OF REQUEST: HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 990 of 993 13.H. FUTURE AGENDA ITEMS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Staff to review Development Department's plan review processes to identify efficiencies and technologies to assist with timely review of plans/projects- July 2019 EXPLANATION OF REQUEST: HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Is this a grant? No Grant Amount: Page 991 of 993 13.1. FUTURE AGENDA ITEMS 4/16/2019 CITY OF BOYNTON BEACH AGENDA ITEM REQUEST FORM COMMISSION MEETING DATE: 4/16/2019 REQUESTED ACTION BY COMMISSION: Budget Workshops for 2019/20 proposed budget: Budget Workshops at Intracoastal Park Clubhouse; Monday, J my 15, 2019 @ 5:00 P.M. Tuesday, July 16, 2019 @ 10:00 A.M. Wednesday, July 17, 2019 @ 2:00 P.M. EXPLANATION OF REQUEST: Our FY 2019/2020 Budget process is underway. Proposed Budget Workshops are scheduled to be held July 15-17, 2019 at the Intracoastal Park Clubhouse. Typically the Commission staggers the starting times to accommodate the public's attendance at these workshops. The Commission adopts a Preliminary Fire Assessment Resolution and a Tentative Millage Rate Resolution at these workshops. Based on past Workshops times, staff is recommending the following times: Monday, July 15, 2019: 5:00 p.m. Tuesday, July 16, 2019: 10:00 a.m. Wednesday, July 17, 2019: 2:00 p.m. As a reminder, Tuesday, July 16, 2019 there will also be a regular City Commission meeting at 6:30 pm. HOW WILL THIS AFFECT CITY PROGRAMS OR SERVICES? FISCAL IMPACT: ALTERNATIVES: STRATEGIC PLAN: STRATEGIC PLAN APPLICATION: CLIMATE ACTION: No CLIMATE ACTION DISCUSSION: Page 992 of 993 Is this a grant? No Grant Amount: Page 993 of 993