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CORRESPONDENCE The City of Boynton Beach P,O, Box 310 Boynton Beach, Florida 33425-0310 PUBLIC WORKS DEPARTMENT FAX: (561) 742-6285 www,boynton-beach,org October 23,2006 William R. Bloom Holland & Knight, LLP 701 Brickell Avenue, Suite 3000 Miami, FL 33131-2847 RE: Request for Administrative Waiver Standard Detail K-2 "Parking Stall & Aisle Dimensions (CRA Only)" 500 Ocean Plaza Dear Mr. Bloom: We are in receipt of your request for an Administrative Waiver to the Engineering Design Handbook & Construction Standards, Standard Detail K-2, dated October 12, 2006. The standard requires a minimum aisle width (backup distance) of 22-ft, for 600 angled parking from which you wish a 4-ft, reduction, You cite the fact that this is a private residential development with slow one-way traffic. Please note that Standards K-1 and K-2 are designed specifically for private parking areas, Additionally this development is a mixed use project with both residential and retail/commercial components. Accordingly the design must consider that the general public will be using this space, Subsequently, and in accordance with procedures established in the Engineering Design Handbook & Construction Standards, your request is hereby denied. If you have questions or need additional information, please feel free to contact me at (561) 742-6988 or Laurinda Logan, Senior Engineer, at (561) 742-6982, Sincerely, { , \ ~!{ /: ~;/ . , /, , . . { "Cl{ I f. ( ~__.~ I / \.., , ,David Kelley, Jr., P~~-"-'- City Engineer ;." 'V"r, Xc: Kenneth Hall, Engineerin~p'~ri~ Analyst, Public Works/Engineering Michael W. Rumpf, Director, Planning & Zoning Ed Breese, Principal Planner, Planning & Zoning Michael Slaven, Boynton Ventures Bharat R. Shah, P.E., Shah, Drotos & Assoc. Michael Rose, P.S.M., Shah, Drotos & Assoc. Nimesh Gheewala, Hirsch Assoc, LLC File S:\Englneering\Logan\Standards\Admln Walver-Eng-500 Ocean Plaza Backup Distance 102006.doc AMERICA'S GATEWA Y TO THE GULFSTREAM HoLLand+Knight Tel 305 374 8500 Fax 305 789 7799 Holland & Knight LLP 701 Brickell Avenue. Suite 3000 Miami. FL 33131-2847 www.hklaw.com October 12, 2006 ~ m O~T ~ ;~m ill: t JNGINEERING Ms. Lorenda Logan City of Boynton Beach 100 East Boynton Beach Blvd, Boynton Beach, FL 33455 Re: 500 Ocean Plaza Project Dear Lorenda: This Firm is counsel to Boynton Ventures I, LLC, a Florida limited liability company (the "Developer"), the owner of the 500 Ocean Plaza Project. Based upon the comments received from Ken Hall to the proposed plat submitted by Shah Drotos Engineering for this project, the Developer needs 22 ft. backup distance from the angle parking shown in the court yard of the Project, when only 18 ft. is provided based upon the site plan, Since this is a private residential development where there is slow one way directional traffic, we hereby request a waiver from the City's requirement of 22 ft. back up distance allowing the 18 ft. back up distance from the angle parking shown in the courtyard, Thank you for your cooperation, Very truly yours, HOLLAND & KNIGHT LLP ~~I(~ William R. Bloom WRB: ah cc: Michael Slaven Nimesh Gheewala Michael Rose #4103654_vl DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 06-090 TO: Ken Hall Engineering Technician Michael W, Rump7f\UeJ Planning and Zoning Director Ed Breese ~ Principal Planner THROUGH: FROM: DATE: May 3,2006 SUBJECT: 500 Ocean Plaza (Arches) - Plat Comments I have reviewed the above referenced plat and have the following comments: 1, Plat - There is no reference made to the Condominium Association responsibility for the maintenance and liability responsibilities for the proposed sidewalks to be constructed within the sidewalk easements along Ocean Avenue, NE 2nd Avenue and NE 4th Street. 2, Plat - There does not appear to be any easements for existing utilities, There was discussion of some of the utilities being relocated, however the former alley that was abandoned with this application had a BellSouth conduit located within it, which we were told could not be relocated and was being accommodated within the approved site plan, 3, Plat - The sidewalk easements need to have a width dimension. 4, Plat - Survey Note #4 indicates no landscape planting in utility easements, Planting is allowed in utility easements, however the types and sizes may be limited, DEC-21-2004 17:37 FRDM:MRXWELLf 954-455-4961 TO L7426259 P.003/003 l)o9nton Ventures 1 December 21,2004 Michael Rumph 100 E. Boynton Beach Blvd, Boynton Beach, Florida 33425 Re: Arche5 Closing Dear Michael; It brings me bll'eat pleasure to inform you that as of December 20, 2004 we have successfully closed the Arches properties formerly owned by M.s. Christine Francois. We at Boyntoll Ventures 1; LLC look forward to continuing our efforts in preparing our property for the Arches development. It has been an enduring process to close on these properties but now we have taken the necessary steps to ensure the development of the Arches will be a defining achievement for both Boynton Ventures 1 and the City of Boynton Beach. 1 wish you and your family a happy and healthy new year and look forward to seeing you in January. Thank you again for your continued efforts and support. Wann regards, ~ Ryan Weisfi.sch Managing Member 1250 t., tiall.'1nd.'1Il": f.)eoch 51vd, Suite '0;; rl.'1I1.:mdale f)e3ch, Fl ~~ I ~9 Fhonc "54'."1'55.%77 f.'1x 95"1-.+5 5+.961 ~pf, Michael From: Sent: To: Subject: Johnson, Eric Thursday, October 02, 2003 3:35 PM Rumpf, Michael RE: The Arches - D.O. correction ~ ~ Site Plan Approval Letterhead-.. . Mike, On June 3, 2003, the City Commission approved the project known as the Arches (NWSP 03-002). The site plan shows that the project consisted of the following uses and intensities: 267 multi-family dwelling units (81 one-bedroom and 195 two-bedroom) 12,600 square feet restaurant 24,296 square feet retail (required parking was based on lease or "net" area of 20,652 square feet) 18,169 square feet office (required parking was based on lease or "net" area of 15,444 square feet) This included a 9-story, 718 spaces parking garage. As you know, the parking was going to occur on levels\1 through 8. The 9th story was earmarked for the apartment's recreation area. The project was going to provide 35 surface parking spaces for a grand total of 753 provided parking spaces. The project required 750 spaces, so they were provided an excess of 3 parking spaces. The project also had 53 conditions of approval. One of the conditions (#40) erroneously read the following: "Place a note on the site plan (sheet 3 of 6 prepared by Shah Orotos), that based on the parking methodology used, the total number of seats for all restaurants shall not exceed 50 seats. Any additional seats will affect the required number of parking spaces and may cause the project to fall below the development standard". In the above referenced condition, the total number of restaurant seats s!'lOuld have been 315 seats rather than 50 seats. You see, the plan provides for a total of 126 parking spaces baseg on the known square footage (for the restaurant use), At the time or review, the applicant had not yet determined how much seating was proposed so staff had no alternative but to base the required number of parking spaces on the square footage. Using the following parking methodology (12,600 s.f. @ 1/100), the restaurant use required 126 parking spaces. Therefore, since 126 parking spaces are required, the maximum allowable number of seats shall be .315 (126 x 2.5 seats = 315 seats). When I drafted Condition #40, instead of multiplying 2.5 seats to 126 spaces, I mistakenly subdivided 2.5 seats from 126 spaces). I would double-check the attached revised d.o. letter with the numbers indicated in this email.This email is correct. Thanks, That's all folks! Eric -----Original Message----- From: Rumpf, Michael Sent: Friday, September 19, 20033:25 PM To: Johnson, Eric Cc: Tucker, Patricia; Breese, Ed Subject: The Arches - D.O. correction Eric, please jot down the notes showing me the correct math for inclusion on the agenda request form for commission consideration. I want to forward this to them for the October 16th meeting. Thanks, MR. 1 } sf 01 r ~ o~ -t . S' $&l-t I J' ;2 C; 5 f<>-c?5 I<G sF ... ,~( 2''f xfJ . is f. -I J'S S'~:'^'- -fs ./ 2- 7 12~ = ~ 5p....Lc:.s ./.s- ~ 2.s- {.s 'P ~ I< = (:<..~ s p ~ (}>< r- tZ~ ~ ( O<'~ #- X :: 3/s"- l 2~\(( ::3/t) .------ __ ;;. I 2{::, t/ .::= (1..." {.S- c.s-- r- /00 ? 6 I Y- .stf+ 15 f' ,'-<-~ 1:./ I 00 rf I K /:;2~ =- 5 ?~-J. :::: 5r~C4:-5 / ::2 0 =- 5p"'--Le..s The City of Boynton Beach DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISON 100 E. Boynton Beach Boulevard P.O. Box 310 Boynton Beach, Florida 33425-0310 TEL: 561-742-6260 FAX: 561-742-6259 www.boynton-beach.org August 12, 2003 Ms. Nancy C. Graham Urban Principles, LLC 319 Clematis Street Suite 512 West Palm Beach, FL 33401 Re: File No: Location: Arches @ Boynton Beach - Revised NWSP 03-002 Southwest corner of Ocean Avenue and Federal Highway Dear Ms. Graham: Enclosed is the City of Boynton Beach Development Order for site plan approval for a Mixed-Use development consisting of 276 apartment units, 24,296 square feet of retail, 12,600 square feet of restaurants, 18,169 square feet of office space, located on 3.515 acres. The City Commission approved this site plan on June 3, 2003. Site plan approval is valid for one year from the date of final approval. In order to maintain vested status, a building permit must be secured or an extension granted within one year of final site plan approval. To continue this project through the development process, please revise relevant pages of your approved site plan to incorporate all conditions of approval as applicable. The full rectified site plan set is to be submitted as part of your permit package to the Building Division. The person managing your permit application should be made aware of any documents and third party letters listed in the conditions of approval that need to be submitted with your permit package. The Building Division is committed to speedy and efficient completion of the building permit process for your project. However, please note that failure to meet all applicable development order conditions in the submitted rectified plan set may produce unnecessary delays in permit insurance. Feel free to contact any TRC member for additional clarification of comments. Zmoortant: If you plan to introduce any changes to your approved site plan over and above those required by conditions of approval please contact our staff before submitting a permit package to the Building Division. All modifications to the site plan must be evaluated by our staff and processed accordingly. Should you have any questions regarding this matter, please feel free to contact this office at (561) 754- 6260. Sincerely, Michael W. Rumpf Director of Planning & Zoning S:\Planning\Planning Templates\Site Plan Approval Letterhead-new.rtf EXHIBIT "C" Conditions of Approval Project name: The Arches File number: NWSP 03-002 Reference: 2nd review plans identified as a New Site Plan with an April 22, 2003 Planning & Zoning Division d k ate stamp mar mg. DEPARTMENTS INCLUDE REJECT PUBLIC WORKS- General Comments: l. Prior to permit application contact the Public Works Department (561-742- X 6200) regarding the storage and handling of refuse. The dumpster will be supplied by Public Works. PUBLIC WORKS- Traffic Comments: 2. Provide "2 Hr Parking - 8:30 A.M. to 5:30 P.M." signs along Ocean Avenue, X SE 1 st Avenue, SE 2nd A venue, and SE 4th Street, at approximate 100 feet spacing. 3. Add "No Parking" signs along Federal Highway. X UTILITIES Comments: 4. All utility easements shall be shown on the site plan, landscape plan, and X water and sewer plans, In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside the easement to ensure that the roots and branches will not impact those utilities within the easement in the foreseeable future. According to Chapter 7.5, Article I, Section 18.1, the public utilities has the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of-way, 5. Fire flow calculations will be required demonstrating the City Code X requirement of 1,500 g.p.m, as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (see CODE, Section 26-l6(b)). 6, The CODE, Section 26-34(E) requires that a capacity reservation fee be paid X for this project either upon the request for the Department's signature on the Health Department application forms or within 30 days of site plan approval, whichever occurs first. This fee will be determined based upon final meter size, or expected demand. Conditions of Approval 2 DEPARTMENTS INCLUDE REJECT 7. The LDR, Chapter 3, Article IV, Section 3,P requires a statement be included X that (all other) utilities are available and will be provided by the appropriate agencies. This statement is lacking on the submitted plans. FIRE Comments: 8, Design documents shall demonstrate compliance with LDR Chapter 6, X Section 16, which provides requirements for hydrants. In addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required. 9. Design documents where underground water mains and hydrants are to be X provided, must demonstrate that they will be installed, completed, and in service prior to construction work per the Florida Fire Prevention Code, (2000) Section 29-2.3.2. 10. High-rise buildings shall be protected throughout by a Class I standpipe X system in accordance with Section 9.7. Florida Fire Prevention Code, (2000) Section 11.8.2.2. 11. Class 1, Type 60, standby power in accordance with NFP A 70, National X Electrical Code, and NFP A 110, Standard for Emergency and Standby Power Systems, shall be provided. Florida Fire Prevention Code, (2000) Section 11.8.4..2. POLICE Comments: None X ENGINEERING DIVISION Comments: 12. It may be necessary to replace or relocate large canopy trees adjacent to light X fixtures to eliminate future shadowing on the parking surface (LDR, Chapter 23, Article II, Section A.1.b). 13. A new SFWMD permit or a modification to the existing permit will be X required for the proposed tie-in to the storm sewer system in SE 1st Ave 14. Stormwater connection fees (Fee-In-Lieu-of Capital Improvements) will be X calculated and assessed after the SFWMD permit and stormwater connection issues are reconciled. 15. Provide an engineer's certification on the Drainage Plan as specified in LDR, X Chapter 4, Section 7,F.2. DEPARTMENTS 16. Full drainage plans in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. Additional comments and corrections to this plan may be generated at that time. BUILDING DIVISION Comments: INCLUDE X 17. Identify within the site data the finish floor elevation (lowest floor elevation) X that is proposed for each building. Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues [Section 3107.1.2, Chapter 31 of the 2001 Florida Building Code]: a) The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation _' _ NGVD is above the highest 100-year base flood elevation applicable to the building site, as determined by the South Florida Water Management District's surface water management construction development regulations." b) From the FIRM map, identify in the site data the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. If there is no base flood elevation, indicate that on the plans. c) Identify the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving! drainage (civil plans). 18. On the drawing titled site plan, identify and label the symbol that represents X the property line. 19, At time of permit review, provide a completed and executed City of Boynton X Beach Unity of Title form. The form shall describe all lots, parcels or tracts combined as one lot. A copy of the recorded deed with legal descriptions, of each property that is being unified, is required to be submitted to process the form. The property owner that is identified on each deed shall match, 20. At time of permit review, submit signed and sealed working drawings of the X proposed construction. 21. Add to each building that is depicted on the site plan drawing a labeled X symbol that identifies the location of the proposed handicap accessible units, Add to the drawing the calculations that were used to identify the minimum number of required units. Also, state the code section that is applicable to the computations. Show and label the same units on the applicable floor plan drawings. Compliance with regulations specified in the Fair Housing Act is required (Federal Fair Housing Act Design and Construction Requirements, 24 CFR 100.205). REJECT Conditions of Approval 4 I DEPARTMENTS I INCLUDE I REJECT I 22, Add to all plan view drawings of the site a labeled symbol that represents the X location and perimeter of the limits of construction proposed with the subject request. 23. At the time of permit review, submit details of reinforcement of walls for the X future installation of grab bars as required by the Federal Fair Housing Act 24 CFR 100.205, Section 3, Requirement #6. All bathrooms within the covered dwelling unit shall comply 24. All bathrooms in the covered dwelling unit shall comply with the provisions X of the Federal Fair Housing Act 24 CFR 100.205 (C)(3)(IV), Requirement #7 (2), Paragraph (A) or (B). Clear floor space shall be provided at fixtures to allow a person in a wheelchair or other mobility aid the use of the fixtures. Clear floor space shall be shown on the plans and designate which design option of requirement #7 (A or B) is being used. PARKS AND RECREATION Comments: None X FORESTERJENVIRONMENT ALIST Comments: None X PLANNING AND ZONING 25. Approval of this project is contingent upon the approval of the corresponding X request to rezone from CBD to MU-H (LUAR 03-003). 26. Approval of this project is contingent upon the approval of the corresponding X request to abandon the Southeast 1 st Street alley (ABAN 03-002). If the abandonment is unsuccessful, modify site plan accordingly. 27. All proposed uses must be consistent with the MU-H zoning district identified X in Table 6F-I in Chapter 2, Section 5.FA of the Land Development Regulations. 28. The proposed building areas must match between the traffic study and the site X plan, Prior to the issuance of the first building permit, the Palm Beach County Traffic Division must approve the traffic study. 29. A unity of title will be required prior to the issuance of a building permit. X 30. The drainage statement is required prior to the issuance of a building permit X (Chapter 4, Section 7.F.2.), 31. The average area of all residential units must not be below 1000 square feet X (Chapter 2, Section 6,F.5). On the site plan (sheet 3 of 6), indicate the average size of all the units to ensure compliance with the Land Development I DEPARTMENTS I INCLUDE I REJECT I Regulations. 32. On the site plan (sheet 3 of 6 prepared by Shah Drotos), correct the note for X Building "E" to indicate that the parking garage will be nine (9) stories tall (ground floor through 8th floor will be for parking, the 9th floor will be for the recreation area). 33. The site plan (sheet 3 of 6 prepared by Shah Drotos) indicates that all of X Building "D" will be eight (8)-stories tall. However, the elevations and floor plans show the eastern portion of Building "D" will be only four (4)-stories tall. Revise the site plan (sheet 3 of 6) so that it accurately corresponds to the floor plans and elevations. 34. On the site plan (sheet 3 of 6 prepared by Shah Drotos), correct the required X number of parking spaces from 749 spaces to 750 spaces. Also, correct the number of provided parking spaces: (718 spaces in garage plus 35 surface parking spaces equals 753 parking spaces). 35. On the site plan (sheet 3 of 6 prepared by Shah Drotos), eliminate the X handicap parking spaces shown within the valet area on the north side of Southeast 1 st Avenue. No parking may occur in this valet area. 36. Correct the number of provided parking spaces in the "garage summary" on X the First Floor Plan (prepared by Looney Ricks Kiss). Ensure that the parking summary on the plans prepared by Looney Ricks Kiss is consistent with the site plan (sheet 3 of 6 prepared by Shah Drotos). 37. Show the 88th parking space on the "Eighth Floor Plan" of the parking garage X (prepared by Looney Ricks Kiss). 38. On the west elevation of the parking garage (prepared by Looney Ricks Kiss), X indicate by note that the 9th floor will be the "Pool Deck / Garage Roof'. 39, On the site plan (sheet 3 of 6 prepared by Shah Drotos) tabular data, revise X the note that currently reads, "OFFSITE PARKING PROVIDED (NOT COUNTED IN REQUIRED SPACES) to read the following: OFF-SITE PARKING (NOT INCLUDED IN PROVIDED SPACES) 40. Place a note on the site plan (sheet 3 of 6 prepared by Shah Drotos), that X based on the parking methodology used, the total number of seats for all restaurants shall not exceed 126 seats. Any additional seats will affect the required number of parking spaces and may cause the project to fall below the development standard. 41. As presented, the project will be limited to 20,652 square feet of gross X leasable (net) retail area and 15,444 square feet of gross leasable (net) office area (Chapter 2, Section Il.H,d.(2)). Any increase in leasable area will affect the required number of parking spaces and may cause the project to fall below the development standard. 42. The number of dwelling units / unit type mix should match between the floor X Conditions of Approval 6 DEPARTMENTS INCLUDE REJECT plans (prepared by Looney Ricks Kiss) and the site plan tabular data (sheet 3 of6 prepared by Shah Drotos). 43. The removal/relocation of trees is subject to review and approval by the City X Forester / Environmentalist. 44. On the landscape plan, ensure that the landscape species and quantities match X between the landscape plan and graphic illustration. 45. Revise the Shared Parking Table on the "Site / Project Data" sheet prepared X by Looney Ricks Kiss. Based upon the proposed uses and their respective intensities, the Shared Parking Table should read as follows: Weekday Weekend Daytime Evening Daytime Evening Nighttime Office 78 8 8 4 4 Retail 78 78 104 73 6 Lodging - - - - - Restaurant 63 126 126 126 13 Entertainment - - - - - Residential 308 512 512 512 512 Total 527 724 750 715 535 The number of required parking spaces shown in the above Shared Parking Table may be subject to change due to unforeseen revisions made to the plans during the permitting process. Also, the Table is subject to change without Board or City Commission action if the project demands less required parking due to decreased intensities (i.e. reduced office area, reduced number of dwelling units). However, if the intensities further increase and cause the project to become deficient in parking, any request to pay a "fee in lieu" of (providing additional parking spaces) shall be subject to the Community Redevelopment Agency and City Commission review and approvaL 46. The elevations must indicate the proposed paint manufacturer's name and X color code prior to the issuance of a building permit. Staff recommends consistency between the colored drawing and the elevations. 47. All project signage is subject to review and approval of the Community X Redevelopment Agency and City Commission. Staff recommends submitting a sign program. 48, Staff recommends that the applicant should coordinate with Palm Tran for an X upgraded bus-stop facility, Please contact Mr. Gerry Gawaldo, a planner with the Palm Tran Department's Development Review Committee at (561) 841- 4246. DEPARTMENTS INCLUDE REJECT ADDITIONAL COMMUNITY REDEVELOPMENT AGENCY BOARD CONDITIONS Comments: 49. The applicant and staff will work together to ensure that the proposed X awnings and landscaping do not conflict with each. 50. Ensure that any awnings proposed in rights-of-way are properly X permitted and approved by appropriate agencies. 51. The planter boxes (west of proposed garage) shall contain Bougainvillea and X shall be irrigated. 52. The method of refuse collection (handling and storage) shall be re-evaluated X to confirm sufficiency and effectiveness. 53. Prior to the issuance of a building permit, the elevations shall indicate the X proposed colors and return to the CRA for a courtesy review. ADDITIONAL CITY COMMISSION CONDITIONS Comments: 54. To be determined. S:\PJanning\SHARED\WP\PROJECTS\ARCHES @BB\NWSP03-D02\COA,doc CITY OF BOYNTON BEACH AGENDA ITEM COVER SHEET AND CHECKLIST This completed cover sheet must accompany all agenda item requests. Please place check marks in the boxes as indicated, Initiating department must prepare Agenda Item Request Form. Submit original agenda request (with back up) and one CODV of aaenda reauest (with back UD) to the City Clerk's office, Items must be submitted by the deadlines indicated below. Incomplete or late items will be returned to originating department. Requested City Commission Meeting Dates DAu ust 5, 2003 DAu ust 19, 2003 ~Se tember 2 2003 DSe tember 16, 2003 DOctober 7, 2003 DOctober 21, 2003 DNovember 5, 2003 DNovember 18, 2003 Deadline for Submittal to City P &. D/CRA Requests Deadline Clerk's Office Departments are responsible for securing the following si natures on attached A enda Re uest Form: De artment Head D Wilfred Hawkins for de artments under Administrative Services D Finance De artment for items that involve ex enditure of funds D All back u material is attached ~ All exhibits are attached & marked e. ., Exhibit "A' ~ Department Head's initials: The Arches (NWSP 03-002) Revised Parking calculation Please do not write in the shaded area below. Legal Department signature D City Manager's signature D ITEM RETURNED FOR THE FOLLOWING REASON(S): Signature(s) missing D Incomplete submittal D Missed deadline D Other D Reason: Person contacted to pick up rejected request by bg - 7/19/02 S:\Planning\Planning Templates\Agenda Item Cover CHECKLIST Aug 5-Nov 18, 2003.doc on (Date) Tl~cker, Patricia From: Sent: To: Subject: Rumpf, Michael Friday, August 15, 2003 4:01 PM Tucker, Patricia FW: development order condition error - The Arches -----Original Message----- From: Lamanna, Rosemarie On Behalf Of Cherof, James Sent: Thursday, August 14, 2003 9:44 AM To: Rumpf, Michael Subject: FW: development order condition error - The Arches -----Original Message----- From: Cherof, James [mailto:jcherof@cityatty,com] Sent: Thursday, August 14, 2003 8:52 AM To: Cherof, James Subject: RE: development order condition error - The Arches We can't just slip in the new number, but we can correct it by putting the correction on the Commission's consent agenda, -----Original Message----- From: Cherof, James [mailto:CherofJ@ci,boynton-beach,fl.us] Sent: Wednesday, August 13, 2003 12:22 PM To: 'jcherof@cityatty,com' Subject: FW: development order condition error - The Arches Importance: High > -----Original Message----- > From: Rumpf, Michael > Sent: Wednesday, August 13, 2003 12:19 PM > To: Cherof, James > Cc: prainito, Janet > Subject: development order condition error > > Jim, we have realized a simple mathematical error in a condition of > approval for an approved site plan (The Arches), The condition sets the > maximum number of restaurant seats based on the proposed parking > methodology, The math equation should have multiplied instead of divide > and therefore set an extremely low maximum seat count, I had told the > applicant that at minimum, we'd disregard the error and interpret the > condition correctly at time of permit but wanted to get you opinion on > whether we could just insert the corrected page into the existing set. 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BOx310 Boynton Beach, F[orida 33425 (561) 742-6260 (561) 742-6259 Fax From the office of Planning & Zoning TO: ----1llrt f1. 4SA"', \.Ian FAX: qOI- 52S- 2.'7lDD FROM: DATE: 6. 12.,0:5 NUMBER OF PAGES: (including caver) 1-4- RE:.... ~~ I\J \A:) S.p c "3 - 0 C) 1... f you receive this fax in error, or experience trouble with transmission, please notify our office mmediately, at (561) 742-6260. Thank you. TRANSMIS~ION VERIFICATION REPORT TIME 05/12/2003 10:13 NAME FAX TEL SER.# BROE2J409484 DATE, TIME FAX NO./NAME DURATION PAGE(S) RESULT MODE 05/12 10: 0~1 91901525275055584 00:04:25 14 OK STANDARD ECM . Tucker, Patricia From: Sent: To: Subject: Johnson, Eric Monday, May 12, 2003 10:13 AM Tucker, Patricia RE: Staff Comments for the Arches Great. Please have Samantha fax it to Mike Sullivan at Fax 901,525,2760, -, All Mike needs is the staff report and the conditions of approval for the new site plan. , ,nothing else, Thanks again, Eric -----Original Message----- From: Tucker, patricia Sent: Monday, May 12, 2003 9:48 AM To: Johnson, Eric Subject: RE: Staff Comments for the Arches We fax out just our agenda to each applicant for both P&D and CRA, If the architect needs a copy of the staff and COA faxed let us know the fax number and we'll fax it to him. He only needs the staff and the condition of approval, correct? No back up, right? Otherwise there is about 30-40 sheets to fax, This would be for the NWSP 03-002 one that you did, Correct? Pat -----Original Message----- From: Johnson, Eric Sent: Monday, May 12, 2003 9:40 AM To: Tucker, patricia Subject: FW: Staff Comments for the Arches Pat, Below is an email from the architect who is working on "The Arhces" site plan, As you know, the Arches new site plan will be heard at tomorrow's CRA meeting. Mike Sullivan (the architect) would like the staff report and COA faxed to his office in Tennessee, Should we have Arlette or Samantha fax the staff report and COA to his office or do we refer him to Doug Hutchinson's office? I would prefer if we have Samantha or Arlette do the faxing because Mike Sullivan needs these sooner rather than later and I don't have as much confidence in Doug's office, How do we proceed? Please advise? Thanks, Eric -----Original Message----- From: Mike Sullivan [mailto:msullivan@lrk,com] Sent: Monday, May 12, 2003 9:29 AM To: Johnson, Eric Subject: Staff Comments Eric, If you tried to fax the staff comments last week, something happened on my end, Just let me know when you are going to try and send them through, 1 ~a~ 16 03 04:03p N K VENTURES LC 561 832 2864 N-K VENTURES LC DEVELOPING UNlQUE URBAN PLA - I-;o~~--:;-"- C\lS ~ l;: Injl ' 6 r-r-"3 U U MAY I .~L:U 319 CLE1VJA'rIS STREE1.~ SUITE 512 '\VEs'r PALl"J BEACI-I, FL :J:l401 '1']-:J.: (~(H) S:~-'HTI F A."'-: (561) 8:12-~, The infonnation contained in this fax transmission may contain privileged or contidentiaJ infonnation. It is intended only for the use of the petSOn(s) named below. 1f}lOU are not the intended recipient. you ale hereby notified that any rnvkt.v, dissemination atStriJution or duplication of this communication is s1rictJy prohibited. If you are not the intsxJecJ recipient. please contact the sender and destroy an copies of the original message. DEPARTMENT OF DEVELOP Fax: To Kurt Bressner, City Manager From: Kevin Lawler Quintus Greene. Director of Development City of Boynton Beach Fax: 742-6011 742-6357 Pages: 2 Phone Date: May 16, 2003 Re: Request for Postponement - The Arches CC: Ryan Weisfisch, 954/4554961 Greg Young, 888/325-9190 o Urgent o For Review 0 Please Comment 0 Please Reply o Please Recycle Please see accompanying letter. Regards, Kevin p. 1 '\ OM a ~ 1 6 03 04: 03 P N L!' VENTURES LC 56] q32 2864 p.2 N-K Ventures LC Developing Unique Urban Places A.::II'I::- ::.1:: ~ - - May 16, 2003 Mr, Kurt Bressner, City Manager Mr. Quintus Greene, Director of Development City of Boynton Beach 100 E. Boynton Beach Blvd, Boynton Beach, FL 33425 VIA FACSIMILE RE: Reauest for Postoonement of All Matters Pertainina to The Arches. Mav20. 2003 Commission Meetina Dear Messrs Bressner and Greene: This letter is to request a postponement of all matters pending before the City of Boynton Beach Commission on The Arches at Boynton Beach, presently calendared on the Commission Agenda for May 20, 2003 Our partner, Nancy Graham, has for family personal matters, been called out of town and is not expected to return until after the Commission Meeting of May 20, 2003. Nancy is essential to our presentation of the three items pending before the Commission on May 20th. Specifically, Boynton Ventures 1 LLC has three (3) items pending before the Commission: (i) New Site Plan, Item 03-002; (ii) Alley Abandonment, Item 03-0002; and (iii) Land Use Amendment, Item 03-003. We are requesting each of these items be postponed until the June 3, 2003 Commission Meeting. ?Z~ J. Kevin~ r Member Manager for Boynton Ventures 1 LLC cc. Nancy C, Graham Ryan Weisfisch, Maxwelle Real Estate Group LLC Greg Young, Edwards & Angell LLP 319 Clematis StI'eel . Suite 512 . West Palm Beach, F133401 Office 561-832-4177 . 561-832-6908 . Fax 561-832-2864 , 8 s..~ rr(1)- (J) 'b g.~I~ o:f~ ~ I ,) (_ r ~ ~ ~ ~(1)~ g5a(1)~~~ ~~ E:f:""(J) ~(1)'tj (') ~C"(') to .... ~ ~ =~_~~(J)~o~~~oO ~ ~ 5 oq~~..,~~~SS,p.~~~ ~ ~~~ to g.f ..... p.. II';' S l?"-dl~ = a ~ '7 - ~ ~ r (1) .g,~ gs.o'~~ g.z i OJ ~ ~ ~ ..... p.. t;" ~ S- g-q = ~ C" to ~~ ~ ~ g 8g.g.g.~ =~ ~'Er~,< ~ s.~ ~ S' ~ <~ ~ ~e1.~ ~g.~ ~.Q ~g ~~ ~ ~ ~ (1)(J)I>>"'i::t:fit <~.~ ~ r- (::) ~~ ~ fr;;~6Cl'e.g.s-~ !ff{(1) I ~~ ~ ~. t;<<oo~o(J)'tj'tj~ ~..,> s: ~ ~ ~ ~~~~~~~~~8~~g.~~ ~~E-. g r;;'~ og,= grE.~ (1) rg .. ~ .... ~ g. (') = """' (') ..... oq p.. I>> (J) - ~ _~ (1)gtoO' ~8~(1)@:I""'.g ~l1Cl ~~~o =&(1)~Qp..~s ~. .., p.. (') II';' > 0 = 0 <!,O' ~ (1) '" ~~.?"~ "ilJll.QS(1)~I:da I>> (J) '$l ~ 'tj '"'" (J) 'tj -..... 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(1)ttO <tt....~ qi.~~stg~ g, V ~.i.~ g-s. ~g-~~ >:e; 0-. ::T9- ~01 ~.!.11 =....... -0> g~ om ~.o (1)1:; I>> ati 9-at (1)(1) - .-+ 1>>0 otl.- (l)m ~::T 0.0 (1)'0 <!" !:!!..o .g3 3g (l)m ~- 1it<D _.m ~S' IJ:II:; O@ '<~ ;:!.Iit 0_ ~o IJ:IO (I)~ 1>>0. 00 ?"!" :;I <ll c , .fi t:C ~ S- O = ~ ~ ~. ~ cr; · _~ 00 ::5 o tAl ~ ~ ~ S I--i · I--' I--' I--i · o = en a:I :I! I'T1 -0 :> r- s: IJ:I ~ n :I: " o ~ . ("') t> 00 ~ ~ ~ I--i · = ~ =- ~ 00 ~ a ~. ~ ~ ~ Hudson, Dick (Orran) From: Sent: To: Subject: Lamanna, Rosemarie Tuesday, April 29, 2003 11 :11 AM Hudson, Dick (Orran) FW: Arches Abandonment I omitted to indicate that the message below was dictated by Jim Cherof. nmOriginal Messagem-- From: Lamanna, Rosemarie Sent: Tuesday, April 29, 2003 11:00 AM To: Hudson, Dick (Orran) Cc: 'wpbmayor@aol.com' Subject: Arches Abandonment The determination of continuing public need for a street or right of way is reserved to the City Commission. The City Commission may have an interest in the opinions of the adjacent property owners but the consent of adjacent property owners should not be made a condition of the approval of an abandonment. It is my opinion that imposing such a condition dilutes the Commissions' power in the abandonment process. 1 04/14/2003 09:38 561434f -; PAG[ 02 THESOiOOl DISTRICT OF PALM BEACH COUNTY, FLORIDA PLANNING 0EPARThENT 3300 FOREST HIlL BLVD" C-110 WEST PALM BEACH. FL 33406-5813 (561) 434-8100 FAX: (561) 434-3187 ARTHUR C. J()t-fIISON, Ph.1) SUPER/NTENOEN'T . ~~~ April 11 , 2003 Mr, Dick Hudson Senior Planner Crty of Boynton Beach 100 E. Boynton Beach Blvd. Boynton Beach, FL 33435 Dear Mr. Hudson: RE: CONCURRENCY DETERMINATION - CASE NUMBER 03040901C - THE ARCHES AT BOYNTON Dear Mr. Hudson: The Palm Beach County School District has reviewed the request for a Concurn~mcy Determination on the above referenced project. Attached please find the approved Palm Beach County School District Ccncurrency Application and Service Provider Form for The Arches at Boynton. This Ccncurrency qetermination is valid for one (1) year from the date of issuance. Once a Development Order has been issued for the project, thE! concurrency determination will be valid for the life cf thE! Development Order. If you have any questions regardlng this determination, please feel free to con1act '11e at. (561) 434-7343. cc: Nancy C. Graham ene, S:\P1annlng\Public\INTERGOV\COQcurrenCY\CQllcun;n~termine1ion J..cttcrs\C0304090 I.doc AN EQUAL OPPORTUNITY EMP1.0YER 04/14/2003 09:38 ,. '348815 PAGE 03 () G'bY Y E The School District of Palm B_ch County Planning Departm..nt 3320 Forest Hili Blvd, G-110 west Palm Beach. FL 3340&-51:113 Phcn..: (561) 434.81:100 or (561) 963-31:177 Fax: (561) 434-811:17 or (561) 434.8l:l15 Attention: Concurrency The School District of Palm Beach County School Concurrency Application & Service Provider Form Instructions: Submit one copy of tlla complellld application and feea for each n_ resldantlal project requIring a detemllnatlon of concurrency for schools, A detennination will be orovided within fifteen (15) working days of receipt of a complete applicallon. A determination is not transferable and Is valid for one year from date of issuance. Once the D~~lopment Order Is issued, the concurrency detenninatlon shall be valid for the life of the Development Order. Pleue check ( .; ) type of appllc8tiol' (one only): [ .; 1 Concurrency Determinallon I ] Concurrency Exemption [ 1 Concurrency Equivalency [ 1 Adequate School Faclllti86 Determination [ 1 Letter of No Impact [ ] Time Extension Fees: Concurrency Determination or Aclequat.. SchoOl Facilities D&tenninallon ($200.00 for more than 20 units I 20 units or less $100.00); EqUivalency ($125.00); Exemption or Letter of No Impact (S25,OO); Tim.. EJ<tenslon ($75.00) Project Name: The Arches at Boyrton Property Control Number (peN): See Exhibit Attached Municipality: Boynton Beach Location I Address of Subject Pro~'erty: See Exhibit Attached '~i!r'" r.~ .jl ~;;::. 28 I 45/43 3,515 276 N 'I ! ';~ .. . If applicable. please attach a Phasing Plan .hawing tIlo number and Iype Of units 10 receiva cartiflca'.e of occupanCy yearly, ~ . A Re&trictive Covenant is requited for egl.relltricted communltiei. OWNE~SHIP I AGENT INFORMATION: OWner's Nam..: Boynton Ventures 1. LLC Agent's Name: Nancy C, Graham Mailing Address: 319 Clematis Street, Suite 512 West Palm Beach FL 3 1 Tolaphone Number: 561-832.{j908 I hereby cerllly \he slatomenls 0' Info""" lion m my knowledge. PeUtlon Number: LUAR 03-003 TItle: Senior Planner II YES (Please attach proof of paymern) .~.; ~O (If no, II1e eppli"''''1 must pay\ll. School DialriC\, The ~ District will nol revIaw without payment), ~ Oat ~:1..yth. fiI;" .. to yo", nment Representative Signllture Data & TIme Received: V 1',.,11' ..:.!::."' ":::'J; ; ..'j},:,::!":" ,:.," ;"ij, .<.,:!.~,.,::y,.:" :lj':"i iir:. ...:r: Case Number: Od04096LL I verify that the project compllllS with the adopted Level of S..rvIce (LOS) lot' Scheel& I verify that the project will comply with the adopted ~evel of S'lrvlce (LOS) for Schools $ubJ..ct to the attached conditions I cannot verify that tha project d pted Level of Service (LOS) for Schools 1iU~)OQ '......,--.-~/ -,--,.-",' '......../ Weekday Week.end Daytime :Evening Daytim:: Evening (6 a.m, - 5 p.m.) (5 p.m. - midnight) (6 a.m. - 5 p.m.) (5 p.m. - midnight) (N (Percent) (Percent) (Percent) (Percent) Office 1/1..00 lS 100 <g 10 <6 10 4- 5 Retail '(Zoo -.,9; 75 ;<6 75 I 0 ~ 100 7"3;> 70 Lodging - 75 - 100 75 - 100 - - Restaurant 1(, D6 (p~ 50 IZ7 100 ''7....7 100 l ,( /21 100 I Entertainment - 40 - 100 - 90 - 100 Residential Scn 60 5(1- 100 513- 100 SIZ 100 51 - e. Flower containers, To add color and soften sidewalk paving with plants, flower containers containing blooming annuals or perennials are encouraged to be planted and maim:ained along facades of new building fronting on arterial roadways in the MU-H District, 9. Parking requirements, Parking requirements for both the MU-H and MU-L zoning districts shall be as set forth by Chapter 2, Section lIB, of the Land Development Code. Chapter 2, Section 111, shall apply only to the MU-H zoning district. a. On-site parking facilb:ies shall be located to the rear or side of the structure they are intended to serve and screened from view from public streets, notwithstanding other provisions of these regulations that require a specific residential auto- mobile garage setback, and subsections 9.d, and 9,e. below, permitting understory parking and regulating parking garages. (1) The intent of this provision is that parking facilities not be prominent, as viewed from the street(s) that serve(s) as the main oriell1:ation for the principal building(s), in order to emphasize buildings v 4< (Source: Urban Land Institute: Shared Parking, 1983) 52.tb 12~ *- B~d fly\ ~(O~ le"C,^b~ ~~110C! eWE" 2002 S-18 Zoning ;,4K and pedestrian features and de-emphasb~ parking facilities, (2) In order to test achiev(~ tl.is objective, rear parking is preferabe to side } a ,d parking. (3) Access to puking s;lall Je from side streets not serving a~ the prine ipll structure's main frontage, when possible, in order to minimize vehicle/pedestrian conflicts along siC.ewal ks resulting from driveway crossings, b. Mixed-use developme:nts In 1)' utilize the following parking requirerr:ents bast~d,!D)]1 shared parking with different hours of use, (1) The total reqllirerrent fo;~ 01- street parking spaces shall be the higlest of t 1e requirement of the various uses ccmpuled for t11;: following five (5) separate time periods: wf:el;d a VS (daytime, evening), weekends (daytime, e"enbg) alH:1 nighttime. (2) For the purpcse of <:akull':ilhg the requi.rement of the various uses for llte v,rio.lS separate time periods, tt.e percent of parking n~<Illj rl ~:d shall be: ...---..---. ..--..-- NiglLtime idnigll. - 6 a.m.) (Pe ~:entL..__ "'---.---1 ! 4 o S' ::__._--J 'I <; -'---"'--'''''ll 'r:) (~S(-) \ ,.' -~ _.,---,--~ ~:o -~ l~~ :::] 53:) 7(0 Johnson, Eric From: Sent: To: Subject: Mike Sullivan [msullivan@lrk,com] Saturday, May 03, 2003 9:46 PM Johnson, Eric Re: Arhces Elevations YOu can list them as Flag poles, They are really spires, no one will appreciate spires except for the designers, so we usuually just say Flagpoles, I am getting you your text narrative from Kevin Lawler on Monday, MS >>> "Johnson, Eric" <JohnsonE@ci,boynton-beach.fl,us> 05/01/03 03:51PM >>> Mike, Stupid question. What exactly are those poles supposed to be on the 10 story buildings? Flagpoles? Antennas? Please respond, Thanks, Eric Johnson, AICP Planner City of Boynton Beach 1 ~-n ~- ---- Kimley-Horn and Associates, Inc. rn@~~\fl~ ~ I APR , 4 20m ill April 9, 2003 Laurinda Logan City of Boynton Beach 100 East Boynton Beach Boulevard P,O, Box 310 Boynton Beach, Florida 33425 Re: The Arches At Boynton Beach Dear Laurinda: Kimley-Horn and Associates, Inc. has analyzed intersection volumes adjacent to the proposed project referenced above. Per your request, the follow intersections were analyzed: . Federal Highway & Ocean Avenue Federal Highway & 151 A venue Federal Highway & 2nd A venue . . Turning movement counts at the intersection of Federal Highway & Ocean Avenue were supplied by the Palm Beach County Traffic Division, Turning movement volumes at the intersections of Federal Highway and 151 A venue and Federal Highway & 2nd A venue were collected by Kimley-Horn and Associates, Inc. Northbound volumes on Federal Highway were not collected since they do not affect the analysis. Volumes were adjusted to the equivalent looth highest hour using weekly adjustment factors published by the Florida Department of Transportation. Existing level of service analyses were performed for weekday peak season A.M. and P.M. peak hour conditions, The intersections were analyzed using the signalized and unsignalized intersection methodologies from the 2000 Highway Capacity Manual. The results of the intersection analyses are summarized in Table 1, attached, Intersection summary sheets are attached. Future level of service analyses were performed for weekday peak season A.M, and P.M. peak hour conditions. Peak season turning movements were adjusted to 2005 background conditions using growth rates published by the Palm Beach County Traffic Division. Project traffic reported in the February 2003 traffic impact analysis was then added to develop total 2005 buildout volumes. The intersections were analyzed using the signalized and unsignalized intersection methodologies from the 2000 Highway Capacity Manual. The results of the intersection analyses are summarized in Table 2, attached. Intersection summary sheets are attached. . TEL 561 845 0665 FAX 561 863 8175 pi ,L [i:"i 70NiliC ~. , : _I . 4431 Embarcadero Drive West Palm Beach, Florida 33407 ........_n ~_r ~ Kimley-Horn and Associates, Inc, Laurinda Logan. April 9. 2003. Page 2 The analysis indicates that no intersection improvements are recommended, Please feel free to call if you have any other questions, Very truly yours, KIMLEY-HORN AND ASSOCIATES, INe. Jason B. Matson, P.E. Associate JBM/abk Copy to: Nancy Graham Attachments P:10420\46000\040903ll,doc Table 1 2003 Existing Intersection Conditions Intersection A.M. Peak Hour P.M. Peak Hour Intersection Intersection Intersection Intersection Delay (sec.) Level of Delay (sec.) Level of Service Service Federal Hwy. & Ocean Ave, 29.9 C 35.4 D Federal Hwy. & 1st Avenue' 13.0 B 11.6 B Federal Hwy. & 2nd Avenue! 13.8 B 11.3 B For unslgnallzed intersectIOns, no overall level of service or delay IS provided. Therefore. the level of service and delay results are provided for the eastbound movement, Table 2 2005 Buildout Intersection Conditions Intersection A.M. Peak Hour P.M. Peak Hour Intersection Intersection Intersection Intersection Delay (sec.) Level of Delay (sec.) Level of Service Service Federal H wy. & Ocean Ave, 41.0 D 49.2 D Federal Hwy, & 1st Avenue! 15.7 C 14,5 B Federal Hwy, & 2nd Avenue! 15.4 C 13.2 B For unslgnallzed intersectIOns, no overall level of service or delay IS provided. Therefore, the level of service and delay results are provided for the eastbound movement, SHORT REPORT General Information Site Information Analyst Intersection Federal Hwy. & Ocean Ave, Agency or Co. Kimley-Horn and Associates Area Type All other areas Date Performed 4/9/2003 Jurisdiction Boynton Beach, Florida Time Period AM Peak Period Analysis Year Existing Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 1 0 1 1 1 1 2 0 1 2 0 Lane group L TR L T R L TR L TR Volume (vph) 29 46 17 43 21 75 34 570 46 244 1080 23 % Heavy veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2,0 2.0 2.0 2.0 2,0 2.0 2.0 Ext. eft, Qreen 2.0 2,0 2.0 2.0 2.0 2.0 2,0 2.0 2.0 Arrival type 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3,0 Ped/Bike/RTOR Volume 0 10 0 10 0 10 0 10 Lane Width 12,0 12.0 12,0 12,0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3,0 3,0 3.0 3.0 3.0 3.0 3,0 3.0 3.0 PhasinCl Excl. Left EW Perm 03 04 Excl. Left SB Onlv NS Perm 08 Timing G = 13.0 G = 23.0 G= G= G = 13.0 G= 3.0 G = 43.0 G= y= 5 y= 5 y= y= y= 5 y= 5 y= 5 y= Duration of Analysis (hrs = 0.25 Cvcle LenClth C = 120.0 Lane Group Capacity, Control Delav, and LOS Determination EB WB NB SB Adj. flow rate 31 55 45 22 68 36 638 257 1151 Lane group cap, 457 350 449 357 303 292 1257 503 1502 v/c ratio 0.07 0,16 0.10 0.06 0,22 0.12 0.51 0.51 0.77 Green ratio 0.34 0,19 0.34 0.19 0,19 0.47 0.36 0,57 0.43 Unit. delay d1 26.6 40.4 26.8 39.7 41.0 18.7 30,2 14,6 29.4 Delay factor k 0,11 0.11 0.11 0,11 0.11 0.11 0.12 0.12 0.32 Increm, delay d2 0.1 0,2 0.1 0.1 0.4 0,2 0,3 0,9 2.4 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1. 000 Control delay 26.6 40.6 26.9 39.7 41.3 18.9 30.5 15.5 31.9 Lane group LOS C 0 C 0 0 B C B C Apprch. delay 35,6 36.3 29.9 28.9 Approach LOS 0 0 C C Intersec, delay 29.9 Intersection LOS C HCS2000™ Copyright @ 2000 University of Florida. All Rights Reserved Version 4,lc SHORT REPORT General Information Site Information ~nalyst Intersection Federal Hwy. & Ocean Ave. fA,gency or Co, Kimley-Horn and Associates ~rea Type All other areas Date Performed 4/9/2003 ~urisdiction Boynton Beach, Florida lrime Period PM Peak Period ~nalysis Year Existing Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num, of Lanes 1 1 0 1 1 1 1 2 0 1 2 0 Lane group L TR L T R L TR L TR Volume (vph) 51 50 31 142 68 122 87 785 80 224 492 25 % Heavy veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2,0 2.0 2,0 2.0 2,0 2,0 2,0 Ext. eft, green 2,0 2,0 2.0 2.0 2.0 2.0 2.0 2,0 2.0 Arrival type 3 3 3 3 3 3 3 3 3 Unit Extension 3,0 3.0 3.0 3.0 3.0 3.0 3.0 3,0 3.0 Ped/Bike/RTOR Volume 0 10 0 10 0 10 0 10 Lane Width 12,0 12.0 12.0 12.0 12.0 12,0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3,0 3.0 3.0 3,0 3,0 3.0 3,0 3.0 Phasing Excl. Left WB Only EW Perm 04 Excl. Left SB Only NS Perm 08 lTiming G = 12,0 G = 1,0 G = 29.0 G= G = 12.0 G = 3.0 G = 43.0 G= y= 5 y= 5 y= 5 y= y= 5 y= 5 y= 5 y= Duration of Analysis (hrs = 0.25 Cycle Length C = 130.0 Lane Group Capacity, Control Dela I, and LOS Determination EB WB NB SB ~dj, flow rate 54 75 149 72 118 92 900 236 534 Lane group cap, 458 397 539 502 426 443 1156 349 1382 ~/c ratio 0.12 0,19 0.28 0.14 0.28 0.21 0.78 0,68 0.39 preen ratio 0,32 0.22 0.40 0.27 0.27 0.42 0,33 0.52 0.39 Unif. delay d1 31.4 41.0 25.7 36.1 37.5 22,8 39.2 26.3 28,3 Delay factor k 0,11 0.11 0.11 0,11 0.11 0.11 0.33 0.25 0,11 Increm, delay d2 0.1 0.2 0.3 0.1 0.4 0.2 3,5 5.1 0.2 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 31.5 41.2 25.9 36.2 37,9 23.1 42.7 31.5 28.5 Lane group LOS C 0 C 0 0 C 0 C C f.pprch, delay 37,2 32.3 40.9 29.4 Approach LOS 0 C 0 C Intersec. delay 35.4 Intersection LOS 0 HCS2000™ Copyright @ :2000 University of Florida. All Rights Reserved Version 4,lc TWO-WAY STOP CONTROL SUMMARY General Information Site Information IAnalyst Intersection 1 st A venue & Federal ~gency/Co, Kimley-Horn and Jurisdiction Highway Associates Boynton Beach, Florida Date Performed 4/9/2003 Analysis Year Existing ~nalysis Time Period AM Peak Hour Project Description The Arches at Boynton Beach East/West Street: 1st A venue North/South Street: Federal Hiahway Intersection Orientation: North-South IStudv Period 1hrsT 0.25 Vehicle Volumes and Adjustments Maior Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 0 0 0 1250 8 Peak-Hour Factor, PHF 0,95 0.95 0.95 0.95 0.95 0,95 Hourly Flow Rate, HFR 0 0 0 0 1315 8 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration T TR Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R IVolume 0 0 0 0 0 13 Peak-Hour Factor, PHF 0,95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 0 0 0 13 Percent Heavy Vehicles 0 0 0 0 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 ConfiQuration R Delay. Queue Length and Level of Service ~pproach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R ~ (vph) 13 ~ (m) (vph) 462 ~/c 0.03 ~5% queue length 0.09 Control Delay 13.0 LOS B ~pproach Delay -- -- 13,0 ~pproach LOS -- -- B > TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Intersection 1st Avenue & Federal Agency/Co, Kimley-Horn and Uurisdiction Highway Associates Boynton Beach, Florida Date Performed 4/9/2003 ~nalysis Year Existing Analysis Time Period PM Peak Hour Project Description The Arches at Boynton Beach East/West Street: 1st A venue North/South Street: Federal Hiahwav Intersection Orientation: North-South Study Periodlhrs): 0.25 Vehicle Volumes and Adiustments Maior Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R ~olume 0 0 0 0 939 8 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 0 0 988 8 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration T TR Upstream SiQnal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 0 0 23 Peak-Hour Factor, PHF 0,95 0.95 0,95 0.95 0.95 0,95 Hourly Flow Rate, HFR 0 0 0 0 0 24 Percent Heavy Vehicles 0 0 0 0 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R v (vph) 24 C (m) (vph) 572 v/c 0.04 95% queue length 0.13 Control Delay 11.6 LOS B Approach Delay -- -- 11.6 Approach LOS -- -- B > TWO-W A Y STOP CONTROL SUMMARY General Information Site Information Analyst Intersection 2nd A venue & Federal Agency/Co. Kimley-Horn and Jurisdiction Highway Associates Boynton Beach, Florida Date Performed 4/9/2003 Analysis Year Existing Analysis Time Period AM Peak Hour Project Description The Arches at Bovnton Beach East/West Street: 2nd A venue North/South Street: Federal Hiahwav Intersection Orientation: North-South IStudy Period (hrs): 0,25 Vehicle Volumes and Adiustments Maior Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 53 0 0 0 1397 8 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 55 0 0 0 1470 8 Percent Heavy Vehicles 2 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 1 0 0 0 2 0 Configuration L T TR Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 0 0 8 Peak-Hour Factor, PHF 0,95 0.95 0,95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 0 0 0 8 Percent Heavy Vehicles 0 0 0 0 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 Configuration R Delav. Queue lenath and level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L R v (vph) 55 8 C (m) (vph) 456 417 v/e 0.12 0.02 95% queue length 0.41 0.06 Control Delay 14.0 13.8 LOS B B Approach Delay -- -- 13.8 Approach LOS -- -- B > TWO-WAY STOP CONTROL SUMMARY General Information Site Information ~nalyst Intersection 2nd A venue & Federal fA.gency/Co, Kimley-Horn and Highway Associates Jurisdiction Boynton Beach, Florida Date Performed 4/9/2003 Analysis Year Existing ~nalysis Time Period PM Peak Hour Project Description The Arches at Boynton Beach East/West Street: 2nd A venue North/South Street: Federal Highwav Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adiustments Maior Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 32 0 0 0 916 8 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 33 0 0 0 964 8 Percent Heavy Vehicles 2 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 1 0 0 0 2 0 Configuration L T TR Upstream SiQnal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R ~olume 0 0 0 0 0 13 Peak-Hour Factor, PHF 0,95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 0 0 0 13 Percent Heavy Vehicles 0 0 0 0 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 ~onfiguration R Delav. Queue length and level of Service ~pproach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L R ~ (vph) 33 13 C (m) (vph) 709 581 ~/c 0.05 0.02 ~5% queue length 0.15 0.07 Control Delay 10.3 11.3 LOS B B Approach Delay -- -- 11.3 Approach LOS -- -- B > SHORT REPORT General Information Site Information Analyst Intersection Federal Hwy. & Ocean Ave. Agency or Co. Kimley-Horn and Associates Area Type All other areas Date Performed 4/9/2003 Jurisdiction Boynton Beach, Florida Time Period AM Peak Period Analysis Year 2005 Buildout , Volume and TiminQ Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 1 0 1 1 1 1 2 0 1 2 0 Lane group L TR L T R L TR L TR Volume (vph) 56 61 21 54 27 95 43 724 58 308 1365 29 % Heavv veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 Actuated (P/A) A A A A A A A A A A A A Startup lost time 2,0 2,0 2.0 2.0 2.0 2.0 2.0 2,0 2,0 Ext. eft, qreen 2,0 2,0 2,0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 10 0 10 0 10 0 10 Lane Width 12.0 12.0 12.0 12,0 12.0 12,0 12.0 12,0 12,0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3,0 3,0 3.0 3.0 3,0 3.0 3,0 3,0 Phasinq Excl. Left EW Perm 03 04 Excl. Left SB Only NS Perm 08 Timing G = 13.0 G = 23.0 G= G= G = 13.0 G = 3.0 G = 43,0 G= y= 5 y= 5 y= y= y= 5 y= 5 y= 5 y= Duration of Analysis (hrs) = 0.25 Cycle Lenqth C = 120,0 Lane Group Capacity, Control Dela~, and LOS Determination EB WB NB SB Adj. flow rate 59 76 57 28 89 45 813 324 1457 Lane group cap. 456 349 445 357 303 254 1256 438 1501 v/c ratio 0,13 0.22 0,13 0.08 0.29 0.18 0.65 0.74 0.97 Green ratio 0.34 0,19 0.34 0,19 0,19 0.47 0,36 0.57 0.43 Unif, delay d1 27.0 40,9 27.0 39,8 41,5 22.4 32.2 18,3 33.8 Delay factor k 0.11 0.11 0.11 0.11 0,11 0.11 0.22 0,30 0.48 Increm, delay d2 0.1 0.3 0.1 0,1 0.5 0.3 1,2 6.6 16.7 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 27.1 41.2 27.1 39.9 42.1 22.7 33,3 24.9 50,5 Lane group LOS C 0 C 0 0 C C C 0 Apprch. delay 35.1 36.8 32.8 45.8 Approach LOS 0 0 C 0 Intersec. delay 41.0 Intersection LOS 0 HCS2000™ Copyright @ 2000 University of Florida. All Rights Reserved Version 4,lc SHORT REPORT General Information Site Information Analyst Intersection Federal Hwy. & Ocean Ave, Agency or Co. Kimley-Horn and Associates ~rea Type All other areas Date Performed 4/9/2003 Wurisdiction Boynton Beach, Florida tTime Period PM Peak Period ~nalysis Year 2005 Buildout Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num, of Lanes 1 1 0 1 1 1 1 2 0 1 2 0 Lane group L TR L T R L TR L TR !Volume (vph 68 64 39 181 86 154 110 993 101 283 636 32 % Heavy veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,95 ~ctuated (P/A) A A A A A A A A A A A A Startup lost time 2.0 2.0 2,0 2,0 2.0 2.0 2.0 2.0 2.0 Ext, eft, green 2.0 2,0 2,0 2,0 2.0 2,0 2.0 2.0 2,0 ~rrival type 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3,0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 10 0 10 0 10 0 10 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12,0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 0 Unit Extension 3.0 3,0 3.0 3.0 3,0 3,0 3.0 3.0 3.0 PhasinQ Excl. Left WB Only EW Perm 04 Excl. Left SB Only NS Perm 08 '-iming G = 12.0 G = 1.0 G = 29.0 G= G = 12,0 G = 3,0 G = 43,0 G= Y= 5 Y= 5 Y= 5 Y= Y= 5 Y= 5 Y= 5 Y= Duration of Analysis (hrs = 0.25 Cvcle Lenath C = 130.0 Lane Group Capacitv, Control Delai, and LOS Determination EB WB NB S6 IAdj, flow rate 72 98 191 91 152 116 1141 298 692 Lane group cap. 453 396 525 502 426 391 1156 329 1382 v/c ratio 0.16 0,25 0,36 0,18 0,36 0,30 0.99 0,91 0,50 Green ratio 0,32 0,22 0.40 0.27 0,27 0.42 0,33 0,52 0,39 Unif, delay d1 31,8 41.5 26.4 36,5 38.4 23,2 43,2 39.8 29.9 Delay factor k 0.11 0.11 0.11 0.11 0,11 0,11 0.49 0.43 0,11 Increm, delay d2 0.2 0.3 0.4 0,2 0.5 0.4 23.3 27.3 0.3 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 31.9 41.9 26.8 36.7 38.9 23.6 66.5 67.1 30,2 Lane group LOS C 0 C 0 0 C E E C IApprch. delay 37.6 33.1 62,5 41.3 IApproach LOS 0 C E 0 Intersec. delay 49.2 Intersection LOS 0 HCS2000™ Copyright @ :WOO University of Florida. All Rights Reserved Version 4,lc TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Intersection 1 st A venue & Federal Agency/Co. Kimley-Horn and ~urisdiction Highway Associates Boynton Beach, Florida Date Performed 4/9/2003 IAnalysis Year 2005 Analvsis Time Period AM Peak Hour Project Description The Arches at Boynton Beach East/West Street: 1st Avenue North/South Street: Federal Hiahwav Intersection Orientation: North-South Study Period (hrs'f: 0.25 Vehicle Volumes and Adiustments Maior Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R lVolume 0 0 0 0 1349 40 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 0 0 1420 42 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration T TR Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 0 0 83 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 0 0 0 87 Percent Heavy Vehicles 0 0 0 0 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 Configuration R Delay, Queue length, and level of Service IApproach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R ~ (vph) 87 C (m) (vph) 422 ~/c 0.21 ~5% queue length 0.77 Control Delay 15.7 LOS C Approach Delay -- -- 15.7 Approach LOS -- -- C > TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Intersection 1st Avenue & Federal Agency/Co. Kimley-Horn and Highway Associates Jurisdiction Boynton Beach, Florida Date Performed 4/9/2003 Analysis Year 2005 Analysis Time Period PM Peak Hour Proiect Description The Arches at Boynton Beach East/West Street: 1st A venue North/South Street: Federal Highway Intersection Orientation: North-South Study Period (hrs): 0.25 ~ehicle Volumes and Adiustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R rvolume 0 0 0 0 1018 114 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 0 0 1071 120 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration T TR Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 0 0 119 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0,95 0.95 Hourly Flow Rate, HFR 0 0 0 0 0 125 Percent Heavy Vehicles 0 0 0 0 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 Configuration R Delav. Queue Length and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R v (vph) 125 C (m) (vph) 504 v/c 0.25 95% queue length 0.97 Control Delay 14.5 LOS B IApproach Delay -- -- 14.5 IApproach LOS .- -- B > TWO-WAY STOP CONTROL SUMMARY General Information Site Information fA,nalyst Intersection 2nd A venue & Federal Agency/Co. Kimley-Horn and Highway Associates Jurisdiction Boynton Beach, Florida Date Performed 4/9/2003 Analysis Year 2005 Analysis Time Period AM Peak Hour Project Description The Arches at Boynton Beach East/West Street: 2nd A venue North/South Street: Federal Highway Intersection Orientation: North-South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Maior Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 105 0 0 0 1567 9 Peak-Hour Factor, PHF 0,95 0,95 0,95 0.95 0,95 0.95 Hourly Flow Rate, HFR 110 0 0 0 1649 9 Percent Heavy Vehicles 2 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 1 0 0 0 2 0 Configuration L T TR Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 0 0 23 Peak-Hour Factor, PHF 0.95 0.95 0,95 0.95 0.95 0.95 Hourly FI<JW Rate, HFR 0 0 0 0 0 24 Percent Heavy Vehicles 0 0 0 0 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 Configuration R Delay, Queue lenath and level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L R v (vph) 110 24 C (m) (vph) 388 370 v/c 0.28 0.06 95% queue length 1.15 0.21 Control Delay 17.9 15.4 LOS C C Approach Delay -- -- 15.4 Approach LOS -- -- C > TWO-WAY STOP CONTROL SUMMARY General Information Site Information IAnalyst Intersection 2nd A venue & Federal IAgency/Co, Kimley-Horn and Jurisdiction Highway Associates Boynton Beach, Florida Date Performed 4/9/2003 Analysis Year 2005 ~nalysis Time Period PM Peak Hour Project Description The Arches at Bovnton Beach EastJWest Street: 2nd A venue North/South Street: Federal Hiahwav Intersection Orientation: North-South Study PerioduChrsY: 0.25 Vehicle Volumes and Adiustments Maior Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 198 0 0 0 1067 9 Peak-Hour Factor, PHF 0,95 0.95 0,95 0.95 0.95 0.95 Hourly Flow Rate, HFR 208 0 0 0 1123 9 Percent Heavy Vehicles 2 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 1 0 0 0 2 0 Configuration L T TR Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 0 0 83 Peak-Hour Factor, PHF 0.95 0.95 0,95 0,95 0.95 0,95 Hourly Flow Rate, HFR 0 0 0 0 0 87 Percent Heavy Vehicles 0 0 0 0 0 2 Percent Grade (%) 0 0 Flared Approach N N Istorage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 lConfiguration R Delav. Queue Lenath and Level of Service !Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L R ~ (vph) 208 87 C (m) (vph) 617 524 ~/c 0,34 0.17 ~5% queue length 1.48 0.59 Control Delay 13,8 13.2 LOS B B ~pproach Delay -- -- 13.2 ~pproach LOS -- -- B > Dale S, Sugerman, Assistant City Manager 100 E. Boynton Beach Boulevard Boynton Beach, Florida 33425 561-742-6456 (telephone) 561-742-6298 (fax) SuaermanDt:!lci.bovnton-beach.f1,us (e-mail) City of Boynton Beach, Florida Fax To: Kevin Lawler From: Dale S, Sugennan, Assistant City Manager Boynton Ventures 1 LLC Fax: 561-832-2864 Pages: two Phonec 561-832-4177 Datec 01/31/03 Rec Estimate of Water and Sewer Capital CC: Doug Hutchinson, CRA Director Facilities Charges- The Arches Nancy Byrne, Development Department o Urgent X For Review o Please Comment 0 Please Reply o Please Recycle . Comments: Kevin- Attached are the estimates of the water and sewer capital facilities charges (Cap Fees) for The Arches. These estimates are based upon the proposed uses you provided us last week, Of course, the final fees will not be determined until a development application is submitted to the City. Should your final uses change compared to your proposed uses, we will be happy to recalculate the final fee for you, If you have any questions, please be sure to call me at the telephone number written above. Have a good weekend! I'---~ ' ., \ ~~ Dale S, Sugerman , ~ AS:: N. ~~(I) 0'1 _. 0'1 CD :::s -. :::s ~ o :::s 0 -. ::rg.::r5~ ::r~ 0'1 ~ N N 1(") VJO'1O'1NO 00'1 0'1 o !a. ~ N ~ ~~O OO'1NOo 000'10en ;::;: -t o -t )> r- :::0 (I) en-flt (I) .p. :< 01 Q) wOl =:(0 o en :::s w <tOo (I) W r (J) ~ ....... (J) co N VJN~:::O:::OO::I: OJOJOJmml10 mmmen-!:!!-f ooo~)O(")m :::O:::O:::Ocrmr o 0 0 :::0 ("). 000)>0 S::S::S::ZS:: )>)>)>-fS:: -U -U -u-Z m )>)>)>0:::0 :::O:::O:::O-f(") -f-f-f - s::s::s::~~ mmm- ZZZ:::I: -f-f-f0 C :::0 ........ ~~Oenenm:::o mt-JC>>~OS::O rnrnrn-f~;:20 999en;-lO~ ccc -< . .. m m en (") )> -U ~ r 11 )> (") r -f m en (") :::I: )> :::0 G) m -f o ~ r ~VJN~ON~ CO.......~~~O'1N ~~~G)NG)O'1 N~(J)-UO'1-UG) G)G)G)OG)Oo-U )>)>)>_-U_ rrrenom;o . ~Ci5S::o ;-10;:20 ". s:: ;-I ~~ ~~~~ ~ .........'"wO)~~~t (J)~"""'~00)0 OO)CO. . . . . . . CO~OVJ o)o)NCO~(J)O .......00 .......~ ~ ,..,..~ ~0)"""'''^'0'1 ~(J)VJ:--Jo 0'10 ~ ~ 0'1 0'1 co (J) VJ 0) VJ ~ ~ ~N~~ ~~(J)N~ _co _0'1 _~ _N _0'1 VJN~OO (J) co 0) 0'1 (J) ~ ~ CO(J)~NVJOO i:11c>>m~i:11oo NOOOOOO ~ N co ~ VJ ....... co o (J)~ O'1COO)VJ~ ~(J)N~~ COVJN(J)VJ ~~90'1:--J N~0)00'100 c: z ::f )>"':E ~5~ O:Em o :::0 )> -t o Z c:o z)> ::f"tJ 0'" Om enm -t z ip ::fo en." m >< -t m z en o z " r o ~ - G) -u o ........ ~;etD CI))iO 6n1~ 111~..... 0.....0 --:2: ~~tD ~CI)~ 1110 ~~:t: Cl)1'11 .~ ~ ~ ~ .... ~ Q .... - ::j ~ o ~ ::0 G) ~ '0 :b "tJ ~ J] ~ CD ~ ~ ::r- CD en o ~ N co N o o VJ t , ".... ; '" , The City of Boynton Beach DaleS. S~ As6i8talIf City Managu 100 E. BOJ"'fDn Beaeb Bordnam P.O. &u310 Boynton Beaeh, FioritJa 39425.0310 Telephone: (561) 742-6456 FlU: (561) 742.6298 ~mml: ~~~@d~w.~ft- _.boyrmm-beaJJ.Drg (C~~~~~ MAR 5 Zr;Q3 ~. L fELCS~~t:"!\11 DEPAR1MEN1 OF DE'.. :hcJ' March 4, 2002 Mr. R. Duke Woodson Foley & Lardner 111 North Orange Avenue, Suite 1800 Orlando, Florida 32801-2386 RE: Motorola DRI- Status of Capital Facilities Charges Paid to Date Dear Mr. Woodson: The attached memo no. 02-262 from Timothy K. Large to Nancy Byrne outlines the capital facilities charges paid to date on the Motorola site. Our records indicate only these two payments have been made. For permit no. 82-0694, a total of $39,721.50 was paid towards water and sewer capacity. Based upon the cost of $10001 equivalent dwelling unit (EDU) in effect at that time, this value reflects a purchase of 39.72 EDU's. Regarding permit no. 94-1811, filed in 1994, a total of $7299.20 was paid towards water and sewer capacity. The cost per EDU in 1994 was $1099.00, yielding a purchase of 6.64 EDU's with this permit. The previous owners of the Motorola site have therefore purchased a total of 46.36 EDU's to date. To calculate equivalent capacity, the factors are: 1 EDU for water = 312 gpd 1 EDU for sewer = 250 gpd The net purchased capacity is therefore: water- 14,464 gpd and sewer- 11,590 gpd. These values will be credited toward the demand of the Motorola property if the current building is reconfigured into alternate uses. We do require that the purchased capacity remain with the parent parcel, and not be transferred to another property, however. ~. r! Mr. R. Duke Woodson Motorola DRI Page 2 March 4, 2003 Should you have any additional questions about this matter, please be sure to contact me at the direct-dial telephone number written above. Very truly yours, CITY OF BOYNTON BEACH ~ala- ~. Dale S. Sugerman Assistant City Manager cc: Nancy Byrne, Deputy Director of Development Timothy Large, Building Code Administrator Peter Mazzella, Deputy Utilities Director / :City of Boynton Beach Utilities Dept. : 124 E. Woolbright Road . Boynton Beach, FL 33435 :Telephone 561 742-6400 . Fax 561 742-6298 I ~G 1 ~~--~- --'~ · i i "", itJi ; n : \:ilK- _ r)':'3 I l' , L" j Jr\ 0 _~J I I ~ "------- I I ;,EPARiMENT OF DEVELO~_~~~~_! facsimile transmittal To: Duke Woodson Fax: 407-648-1743 From: Peter Mazzella Date: 3/5/03 Re: Motorola DRl- Status of Capital Facilities Charges paid to date Pages: 2 . . o Urgent . X For Review . o Please Comment x Please ReQly . . . o Please Reqde . . Duke The attachment was inadvertently left off of the letter (mailed yesterday) regarding this topic. Please attach it as originally intended when the letter is received. We're sorry for any inconvenience this may have caused. Sincerely, Peter Mazzella Attachment XC: Dale Sugerman (w/attachment) Peter Mazzella " Nancy Byrne, Development Dept. Tim Large, Development Dept. File " " .. ..... ......... ....... ..... er:---- .. <iti DEPARTMENT OF DEVELOPMENT BUILDING DIVISION MEMORANDUM NO. 02-262 [[l ~ ((; ~ ~ X1 [f; Ir: ~ NOV 14m :~ DEPARTMENT OF DEVELOPMENT TO: Nancy Byrne, Assistant Director of Development Timothy K. Large, Building Code Administrat~ FROM: DATE: November 14, 2002 SUBJECT: MOTOROLA CAPITAL FACILITY FEES Project: Address: peN: Motorola Site 1500 NW 22nd Ave (Gateway Blvd) 08-43-45-17 -02 -001-0000 The following capital facilities fees have been paid for this project. The fees are listed with the appropriate permit numbers (see attached). Permit #82-0694 Water Fees: $18,915.00 Sewer Fees: $20,806.50 Permit #94-1811 Water Fees: $5,971.20 Sewer Fees: $1,328:00 Total Water Fees Paid: $24,886.20 Total Sewer Fees Paid: $22,134.50 RECEIVED NOV 1 5 2002 BOYNTON BEACH UTILITIES It I H 10 2- attachments bf ~#, n.JJ) , ~j )s lltr , J#rt LJ-~~~'<< - ~O~~~f S:lDevelopment\Building Code Administrator\Memos Department of Engineering and Public Works PO. Box 21229 West Palm Beach, FL 33416-1229 (561) 684-4000 www.pbcgov.com . Palm Beach County Board of County Commissioners Karen T. Marcus, Chair Tony Masilotti, Vice Chairman Jeff Koons Warren H. Newell Mary McCarty Burt Aaronson Addie L Greene County Administrator Robert Weisman "An Equal Opportunity Affirmative Action Employer" @ printed on recycled paper March 20, 2003 Mr. Michael W, Rumpf Director of Planning & Zoning Department of Development City of Boynton Beach P.O. Box 310 Boynton Beach, FL 34425-0310 RE: The Arch""s at Boynton BtJach - Revised TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic study for the mixed-use redevelopment project entitled; The Arches at Boynton Beach, pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. The project is summarized as follows: Location: In 2 blocks, South of Ocean Avenue, north of 2nd Avenue, and West of Federal Highway. Boynton Beach 62,000 SF General Retail, 5 MF Residential Units, and 5,775 SF High Turnover Restaurant. 59,000 SF General Retail, 257 MF Residential Units. 925 2005 Municipality: Existing Uses: Proposed Additions: New Daily Trips: Build-out Year: Based on our review, the TraffiC Division has determined that the project meets the Traffic Performance Standards of Palm Beach County. If you have any questions regarding this determination, please contact me at 684-4030. Sincerely, /Yl,T~E NGINEER Masoud Atefi, Sr. Engineer-/ \ l cc: Kimley-Horn & ''>>.ssoslates File: General - TPS - Mun - Trafic Study Review F:\ TRAFFIC\ma \Admin\Approval::;\030307R.doc MAR 2 4 2003 Department of Engineering and Public Works P.O. Box 21229 West Palm Beach. FL 33416-1229 (561) 684-4000 wwwpbcgov.com . Palm Beach County Board of County Commissioners Warren H. Newell. Chairman Carol A. Roberts, Vice Chair Karen T Marcus Mary McCarty Burt Aaronson Tony Masilotti Addie L Greene County Administrator Robert Weisman "An Equal Opportunity Affirmative Action Employer" @ printed on recycled paper March 13, 2003 [D)~lllu\n~ lJl1 MAR I 1 ?nc'O ! l:0 .....J PLANNiNG ANn ZON!NC g ~1 Mr. Michael W. Rumpf Director of Planning & Zoning Department of Development City of Boynton Beach P.O. Box 310 Boynton Beach, FL 34425-0310 RE: The Arches at Boynton Beach TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic study for the mixed-use redevelopment project entitled; The Arches at Boynton Beach, pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. The project is summarized as follows: Location: In 2 blocks, South of Ocean Avenue, north of 2nd Avenue, and West of Federal Highway. Boynton Beach 62,000 SF General Retail, 5 MF Residential Units, and 5,775 SF High Turnover Restaurant. 59,000 SF General Retail, 257 MF Residential Units. 925 2005 Municipality: Existing Uses: Proposed Additions: New Daily Trips: Build-out Year: Based on our review, the Traffic Division has determined that the project meets the Traffic Performance Standards of Palm Beach County, under the following conditions: · Provision of an exclusive EB Right-turn lane, at the intersection of Federal Highway and 1zt Avenue. . Provision of adequate R.O.W. on the southwest quadrant of the intersection of Federal Highway and Ocean Avenue, for future intersection expansion. If you have any questions regarding this determination, please contact me at 684-4030. Sincerely, cc: Kimley-Horn & Associates File: General - TPS - Mun - Trafic Study Review F:\ TRAFFIC\ma\Admin\Approva Is\030307 .doc Department of Engineering and Public Works PO Box 21229 West Palm Beach, FL 33416-1229 (561) 684.4000 wwwpbcgov.com . Palm Beach County Board of County Commissioners Warren H. Newell. Chairman Carol A Roberts. Vice Chair Karen T Marcus Mary McCarty Burt Aaronson Tony Masilotti Addie L Greene County Administrator Robert Weisman "An Equal Opportunity Affirmative Action Employer" @ printed on recycled paper January 6, 2003 Mr. Michael W. Rumpf Director of Planning & Zoning Department of Development City of Boynton Beach P.O. Box 310 ~Gyr:tc..n Beach, FL 3.14'2::;.0318 RE: Boynton Beach Town Center TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Michael: The Palm Beach County Traffic Division has received and reviewed the traffic study for the project entitled; Bovnton Beach Town .Q.enter, pursL.ant to the Traffic Performance Standards in Article 15 of the Palm Beach Coullty Land Developmer.t Code. The prC'.I€'ct is summarized as follows: Location: Municipality: Existing Uses: West of Federal Highway. South of Ocean J\\I'enue. Boynton Beach 62,000 SF General Retail, 50 MF Resioential Units. and 1),175 SF High Turn-Over Restaurant 59,000 SF General Retail, and 25"1 MF Residential UnitS nla 2005 Proposed Uses: New Daily Trips: Build-out: Based on our review, the Traffic Division has the following comments: · The Passer-by rate used for the Genera: Commerciai component of tI-Je existing project traffic should be 43.8%>. · According to the forecast of the future traffic the proposed project is expected to generate 91 PM peak hour SB U-Turns on Federal Highway. This movement can create traffic operational and safety problems, and needs to be evaluated to introduce proper mitigation measures. As a potential solution, the County suggests diversion of the outgoing project traffic (which ultimately travels NB on Federal Highway) to Ocean Avenue, via 4th Street. · The project is expected to ge.~emte significant PM peak hour ti8ff1C vo1ur;:es (over 100 vpn) at the fol!owing locations. a NBL at the il1tersection of Federal Highway and 2nd Avenue o S8R at the intersection of Federal Highway and 1st Avenue o EBR at the intersection of Federal Highway and 1st Avenue Provision of exclusive turn-lanes should be evaluated for these movements. · The revised traffic study !T1US( be ::;ubmitted to the C'ty of 80j:~t0" Bf?aci"i hr the initial review/comments by the City staff and proper routing to trle Cc~mty. If you have any questions regarding this determination, please contact me at 684-4030. Sincerely, OFFICE OF THE COUNTY ENGINEER CC: Frederick W. Shwartz, P.E., Kimley-Horn and Associates Inc. File: General - TPS - Mun - Traffic Study Review F:\ TRAFF IC\ma\Admin\Comments\021208 .doc