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R20-002 1 RESOLUTION NO.R20-002 2 3 A RESOLUTION OF THE CITY OF BOYNTON BEACH, 4 FLORIDA, APPROVING AND AUTHORIZING THE CITY 5 MANAGER TO SIGN THE DEVELOPER'S AGREEMENT WITH 6 ROBERT PETERSON OF 815 PALMER ROAD FOR THE 7 CONSTRUCTION OF WATER AND WASTEWATER 8 IMPROVEMENTS WITHIN THE RIGHT-OF-WAY OF PALMER 9 ROAD; AND PROVIDING AN EFFECTIVE DATE. 0 1 WHEREAS, Palmer Road is located east of Federal Highway adjacent to the 2 Intracoastal Waterway outside of the City limits in unincorporated Palm Beach County; and 3 WHEREAS, the City currently has a utility easement and an existing water main on 4 Bamboo Lane; however there are no existing water or sewer utilities on Palmer Road; and 5 WHEREAS,the lack of infrastructure makes property improvements difficult for the 6 construction of new homes and additions; and 7 WHEREAS, the residents of Palmer Road will receive an improved level of service 8 and improved reliability and quality of service by connecting to City water and sewer; and 9 WHEREAS,the City Commission has determined that it is in the best interests of the 0 residents of the City to approve and authorize the City Manager to sign a Developer's 1 Agreement with Robert Peterson of 815 Palmer Road for the construction of water and .2 wastewater improvements within the right-of-way of Palmer Road. 3 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF 4 THE CITY OF BOYNTON BEACH,FLORIDA,THAT: .5 Section 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as .6 being true and correct and are hereby made a specific part of this Resolution upon adoption .7 hereof. 8 Section 2. The City Commission does hereby approve and authorize the City S:\CA\RESO\Agreements\Developers Agreement with Robert Peterson(815 Palmer Rd)-Reso.docx 29 Manager to sign a Developer's Agreement with Robert Peterson of 815 Palmer Road for the 30 construction of water and wastewater improvements within the right-of-way of Palmer Road, 31 a copy of which is attached hereto as Exhibit"A". 32 Section 4. This Resolution shall become effective immediately upon passage. 33 34 PASSED AND ADOPTED this 1 day of SGfIstck , 2020. 35 36 CITY OF BOYNTON BEACH, FLORIDA 37 YES NO 38 59 Mayor—Steven B. Grant ✓ e0 41 Vice Mayor—Justin Katz ✓ 42 43 Commissioner—Mack McCray 44 45 Commissioner—Christina L. Romelus ✓ e6 47 Commissioner—Ty Penserga ✓� 48 49 VOTE 50 ATTEST: 31 $2 33 54 Cr stal Gibson, MMC $5 City Clerk 56 $7 $8 (Corporate Seal) (AT Y o t, S:\CA\RESO\Agreements\Developers Agreement with Robert Peterson(815 Palmer Rd)-Reso.docx DEVELOPER'S AGREEMENT THIS DEVELOPER'S AGREEMENT (the "Agreement") is made as of vL,vo,,l,,.,:41,.1 , 20Q\ , by and between the CITY OF BOYNTON BEACH, a Florida municipal corf oration (the "City") whose address is 3301 Quantum Boulevard, Boynton Beach, Florida 33426 and ROBERT PETERSON ("Owner") whose address is 815 Palmer Road, Delray Beach, Florida 33483. RECITALS: A. Mr. Robert Peterson is the owner of that certain real property (815 Palmer Road), as shown on the project plans; and B. Owner intends to install water main and low-pressure wastewater collection system improvements within the right-of-way of Palmer Road. C. Owner intends to connect his private onsite low pressure pumping station, which is located outside the City jurisdictional limits, to the newly installed collection system D. The City and Owner desire to set forth the following special terms and conditions with respect to the development of the Project as provided for herein. NOW, THEREFORE, for and in consideration of the above premises, the promises and provisions contained herein, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Owner and the City agree as follows: 1. Recitals. The above Recitals are true and correct and are incorporated herein as material provisions of this Agreement. 2. Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3. Obligations and Commitments. (a) Construction of Water and Wastewater Improvements. Owner and the City agree to the following: (b) Owner shall construct water main and low-pressure wastewater collection system improvements along Palmer Road as shown on the project plans to conform to City standards. (c) Upon completion of construction the Owner will dedicate the newly constructed water and wastewater systems to the City. The City, conditioned on the City's inspection and acceptance of the water and wastewater systems (including the backflow preventer (00349897.1 106-9001821: Developers Agreement—Palmer Road 1 referenced in subsection(d)below)and the City's determination that the construction conforms to City standards, will accept the dedication. (d) The City will assume maintenance and operation responsibility of the water distribution system within the existing Palmer Road right of way up to and including the water meter, which is the City's point of connection and limit of responsibility. If the property has a boat dock,the Owner shall install a reduced pressure zone(RPZ)backflow preventer on the private side of the water meter and submit the passing test report to the City. Proper maintenance of the backflow preventer will remain the responsibility of the Owner and the Owner, on request from the City, shall have the preventer tested and the test results submitted to the City. It the test results are negative (fail to conform to City standards), the Owner shall repair or replace the preventer within ten (10) calendar days from the date of the failed report and submit proof thereof to the City. (e) The City will assume maintenance and operation responsibility of the wastewater system within the existing Palmer Road right of way up to and including the 2"grinder station point of connection,which is the City's limit of responsibility. (f) Reimbursement. The cost share for each property on Palmer Road will be calculated as the total construction cost divided by the number of properties. As the adjacent property owners connect to the City's water and wastewater systems, the City will reimburse the Owner for the corresponding property's share of the construction cost. (g) Prior to connection of Owner's water meter and proposed onsite low pressure pumping station, Owner will submit design plans to the City for approval. Owner will enter into a new water service agreement with the City and pav the capital facility charges and connection fees. 4. Time Period. This Agreement shall remain in effect for a period of three(3)years from the date hereof. Any provision of this Agreement that imposes a maintenance obligation for Owner and its successors after expiration of this Agreement shall survive the expiration of this Agreement. 5. Binding Effect and Successors. This Agreement shall run with the Subject Property and the rights and the obligations under this Agreement shall benefit, burden, and bind the successors, heirs and assigns of all parties to this Agreement. In the event of the assignment of this Agreement, or the conveyance or transfer of the Subject Property, or any part thereof, the Owner shall be and remain liable for performance of the obligations under this Agreement until such time as a written release is obtained from the City, in the City's sole discretion; provided, however, in the event all obligations under this Agreement have been completed, no such release shall be required. The rights granted to Owner under this Agreement relate specifically to the Subject Property and are not permitted to be transferred to any other property. 6. Validity. If any portion of this Agreement is finally determined by a court of competent jurisdiction to be invalid, unconstitutional, unenforceable or void, the balance of the Agreement shall continue in full force and effect. (00349897.1 306-9001821) Developer's Agreement—Palmer Road 2 7. Notices. Any notices required or permitted under this Agreement, and copies thereof, shall be addressed to the City and the Owner at the addresses first appearing above, or at such other addresses designated in writing by the party to receive notice. Notices shall be either: (i) personally delivered (including delivery by Federal Express or other overnight courier service) to the addresses set forth above, in which case they shall be deemed delivered on the date of delivery; or(ii) sent by certified mail,return receipt requested,in which case they shall be deemed delivered on the date shown on the receipt unless delivery is refused or intentionally delayed by the addressee, in which event they shall be deemed delivered on the date of deposit in the U.S. Mail. 8. Attorney's Fees.In any lawsuit between the parties to this Agreement arising from this Agreement, each party shall bear their own respective attorneys'fees and costs. 9. Entire Agreement. This Agreement embodies the entire understanding of the parties with respect to the matters specifically enumerated herein, and all negotiations, representations, warranties and agreements made between the parties are merged herein. The making, execution and delivery of this Agreement by all parties have been induced by no representations, statements, warranties or agreements that are not expressed herein. There are no further or other agreements or understandings, written or oral, in effect between or among the parties related to the subject matter hereof. 10. Interpretation. None of the parties shall be considered the drafter of all or any portion of this Agreement for the purposes of interpreting all or any portion of this Agreement, it being recognized that all parties have contributed substantially and materially to the preparation of this Agreement. 11. Local Development Approvals and Permits.Notwithstanding anything herein to the contrary, all development of the Project shall be in compliance with all applicable federal, state, county and municipal laws and ordinances, rules and regulations (including,but not limited to,the City's land development regulations,zoning requirements and comprehensive plan).Unless expressly authorized or granted herein,nothing in this Agreement shall constitute or be deemed to constitute or require the City to issue any approval by the City of any rezoning, Comprehensive Plan amendment, variance, special exception, final site plan, preliminary subdivision plan, final subdivision plan, building permit, grading, storm water drainage, engineering, or any other land use or development approval. Nor shall this Agreement be deemed to reduce, eliminate, derogate from or otherwise adversely affect any such approvals,permissions or rights. These and any other required City development approvals and permits shall be processed and issued by the City in accordance with procedures with respect to same as otherwise set forth in the City's Code of Ordinances and subject to any conditions of approval thereof. Nothing in this Agreement shall constitute or be deemed to constitute a limitation,restriction or any other type of waiver of Owner's right or ability to seek a rezoning, comprehensive plan amendment, variance, special exception, site plan, preliminary subdivision plan, final subdivision plan, or any other land use or development approval. 12. Authority. Each party represents and warrants to the other parties that it has all necessary power and authority to enter into and consummate the terms and conditions of this (00349897.1 306-9001821) Developer's Agreement—Palmer Road 3 Agreement, that all acts, approvals, procedures, and similar matters required in order to authorize this Agreement have been taken, obtained, or followed, as the case may be, and that, upon the execution of this Agreement by all parties, this Agreement shall be valid and binding upon the parties hereto and their successors in interest and assigns. 13. Effective Date. This Agreement shall become effective upon execution by all parties (the "Effective Date"). 14. Amendment. This Agreement may be amended, modified or cancelled by mutual consent of the parties hereto as represented by a written document executed by the City and the Owner. 15. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. Exclusive venue in any action to construe or enforce the provisions of this Agreement shall be in the circuit court of and for Palm Beach County, Florida. 16. Recording.Within fourteen(14)days after the execution of this Agreement by the parties,the City shall record this Agreement with the cost thereof to be borne by the Owner. 17. Indemnification. Owner agrees to defend, indemnify, and hold the City and the City's its officers, employees, and agents harmless from and against any and all damages, liabilities, claims, actions, penalties, damages, settlements, judgments, costs and expenses, including court costs, reasonable attorney's fees, and paralegal expenses, at both the trial and appellate levels arising directly out of Owner's construction and/or installation of the Water and Wastewater Improvements(collectively the"Improvements")including,without limitation,losses arising directly out of or resulting from personal injury, death, damage to property, defects in materials or workmanship,or a claim that the construction and/or installation of the Improvements violates any applicable statute,ordinance, administrative order,rule or regulation or decree of any court. The provisions of this section shall survive the completion and acceptance of the Improvements by the City. 18. Non-Waiver of Sovereign Immunity.Nothing contained in this Agreement nor in any instruments executed pursuant to the terms of this Agreement shall be construed as a waiver or attempted waiver by the City of its sovereign immunity under the Constitution and laws of the State of Florida. 19. No Third Party Beneficiaries. This Agreement does not create any third party beneficiary rights in any individual or entity that is not a party to this Agreement. 20. Informed Execution. This Agreement is entered into voluntarily by the Owner without duress and after full review, evaluation and consideration by the Owner. Owner is represented by counsel, or alternatively, has been afforded an opportunity to retain counsel for review of this Agreement. 21. Time is of the Essence. Time is hereby declared to be of the essence in the performance of the duties and obligations of the respective parties to this Agreement. {00349897.1 306-9001821) Developer's Agreement—Palmer Road 4 22. Captions. The captions or paragraph headings of this Agreement are provided for convenience only and shall not be deemed to explain,modify, amplify or aid in the interpretation, or meaning of this Agreement. 23. Independent Parties. City and Owner are not partners and this Agreement is not a joint venture and nothing in this Agreement shall be construed to authorize the Owner to represent or bind the City to matters not expressly authorized or provided in this Agreement. [SIGNATURE PAGES FOLLOW] (00349897.1306-90018211 Developer's Agreement—Palmer Road 5 CITY: CITY OF BOYNTON BEACH ATTEST: By: 64.4.•,,.. 2 &l,4.—tc.— Name: LORI LAVERRIERE By: / /v. / Title: CITY MANAGER Name: T' Y ST• ZION) ) Title: DEPUTY CITY CLERK� APPROVED AS TO FORM AND LEGALITY For the uses and relia - ,f the City of Boynton Beach, Florid. 'inly 1/0; y'B �LiiiLL r• Name: JAMES CH MillIrk- . Title: OFFICE OF THE CITY ATTORNEY eoY$10 Dated: 02/01/2021 (00349897.1 306-9001821) Developer's Agreement—Palmer Road 6 OWNER: , ''( an.,_,,,,,„. / it ✓ D SG/, = By: Robert Peterson Print Name: Ci-- z_ V - P.-- Witness Print Name: 1k.)avv.e-..10. E f tf ave+ Witness STATE OF FIARIDA COUNTY OF V m c - foregoing instrument was executed, sworn to and acknowledged before me by means of physical presence or ❑ online notarization, this Sp,,--)uc,v 2..L;, 2021 , by Robert Peterson as Owner of .ii �4\me;f k . He (check one) 0 is personally known to me, or FP-lfs produced a valid driver's license as identification. Q, ok_,_.,4 Notary Public, State and County Aforesaid Notary Pubtic State of Florida Taralyp PrattName:�(�t(r�\.\C\ \-1f-C�t--k • My Commission GG 252628 .�, � Expires 1 1/1 91202 2 My Commission Expires: \\ \Ck- -L a-a My Commission Number is: (-)C-) 3riQ(4,- {00349897.1 306-9001821) Developer's Agreement—Palmer Road 7 EXHIBIT A PROJECT DRAWINGS 100349897.1306-9001821 Developer's Agreement—Palmer Road 8 , ,;. , B 0 Y N T 0 N B E A C H UTILITIES , PALMER ROAD AND BAMBOO LANE WATER AND SEWER IMPROVEMENTS a. _-. / H �I I 0 it _ ;'� ISE-23rd.Ave — - -SWIM Ave __ 4:_ 4: / 4 + —r ev �BIa / SEM Ave j -T �� I SW 25th Ave � _ _ I _ r`Fi �--�—�1 2�- SE2111A1e —_ fY ,`'X I I I *2) mul_JI Cco.O SE lel I ,sE /` /-3E37 Ter wJW �/ -�-- 0,271h Way 271Way ---SE27ig I t---- n II ! ilEck f,\ / —SE 27110 _ L)__ � � — —,I ' 4j/ DRAWING SHEET LIST 1— _ aEnuR TOWNSHIP 45 RANGE 43-SECTION 33 I SHEET 1: COVER SHEET _" : 1r SHEET 2: GENERAL NOTES 1 �— —sex7lewq 1 SHEET 3: PLAN VIEW 44 SE — _X I \ \z-- , SHEET 4: DET AILS iii I ( _ 'r----/ SHEET 5: DETAILS �� IN , , —L— _ IS / Virginia Gar.-�_ SHEET 6: DETAILS I ppp SHEET 7: DETAILS E 2911MJS I _SE 2�1 Ave ' ,c -Bamboo In itt oli ii I, Palma Rd_ 3611AS I -..-0.,A,-:----1 s1/� 'Yy� _— _ -_- _- L—_— _—_. , / / I aim i I I QMR1a R1 li f �_;BijM1mlDr a°' Bif Iv. EL I 1 b Sl S L E LOCATION MAP I NOT TO SCALE E A S E {8 e A F A a G DATE s EH902131 OF RECORD - JOSE C. _ FL.LIC.HUMBER.81711 NO. REVISION - _ - DATE BD APPRVD Boynton Beach Utilities C:12 3 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435 B DATE:3/20/19 DRAWN BY:c90 PALMER ROAD& BAMBOO I APPROVEED BYH LANE WATER & SEWER SHEET1 OONO. M. SCALE:AS SHOWN GENERAL NOTES 1. CONTRACTOR TO ACQUIRE STAGING AREA(S)AS REQUIRED.COORDINATE 24. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING HOME OWNERS WITH THE CITY OF BOYNTON BEACH PROJECT MANAGER OR PRIVATE CONCERNING THE REMOVAL OF LANDSCAPING WITHIN THE LAND-OWNERS.THE CONTRACTOR SHALL VERIFY THE OWNERSHIP OF RIGHT-OF-WAY OF THE ALIGNMENT OF THE PROPOSED SEWER,WATER THE LAND TO BE USED AS THE STAGING AREA.THE LAND-OWNER MAIN AND ROADWAY WORK.THE CONTRACTOR SHALL BE ALLOWED TO SHALL BE COMPENSATED FOR SUCH USE OF THE LAND AS DIRECTED REMOVE AND DISPOSE OF TREES IF GIVEN WRITTEN PERMISSION BY AND APPROVED BY THE CITY. THE OWNER OF THE RESIDENTIAL PROPERTY. 2. SURVEY INFORMATION TAKEN FROM EXISTING RECORD DRAWINGS 25. EXISTING TRAFFIC SIGNS TO BE RESET PER FDOT AND MUTCD PROVIDED BY THE CITY OF BOYNTON BEACH AND ADDITIONAL FIELD STANDARDS.COST SHALL BE CONSIDERED INCIDENTAL SURVEY. PIPE SIZES(OUTSIDE AND INSIDE DIAMETERS)SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.NOT ALL EXISTING PIPE WAS 26. VALVE BOXES SHOWN ARE APPROXIMATE,CONTRACTOR SHALL ADJUST ACCESSIBLE FOR VERIFICATION AND ASSUMPTIONS WERE MADE. VALVE BOXES AS REQUIRED TO MEET FINAL GRADES N AREAS OF PAVEMENT REPAIR/RESTORATION. 3. NO CONNECTIONS FOR THE PURPOSE OF OBTAINING WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE TO ANY FIRE HYDRANT OR 27. CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO LOCATE, BLOW-OFF STRUCTURE WITHOUT FIRST OBTAINING PERMISSION AND A EXCAVATE AND PREPARE FOR CONNECTIONS TO THE EXISTING CONSTRUCTION METER FROM THE COY OF BOYNTON BEACH. SYSTEMS ALL AS SHOWN ON THE DRAWINGS. 4. SEWER AND WATER SERVICE SHALL BE MAINTAINED DURING ENTIRE 2B. STATIONS SHOWN ON THE DRAWINGS ARE STATIONS BASED ON THE LOCATION OF UTILITIES CONSTRUCTION PERIOD OR TEMPORARY FACILITIES PRONGED.DAMAGED ESTABLISHED BASELINE AND SHALL NOT BE CONSIDERED AS DISTANCES SERVICES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE IN OR AS A MEASURE OF THE LINEAR FOOTAGE OF PIPE TO BE 1. AT&T TELEPHONE,FLORIDA POWER AND LIGHT,CABLE TV,GAS,ETC.ARE TAKEN ACCORDANCE WITH THE CITY OF BOYNTON BEACH UTILITY MANUAL. INSTALLED. FROM FIELD INSPECTIONS AND SKETCHES PROVIDED BY UTILITIES AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR ONLY.THE CONTRACTOR SHALL 5. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING,MOVING AND 29. PEDESTRIAN TRAFFIC WILL BE CONTINUOUSLY MAINTAINED DURING CONTACT ALL UTILITY OWNERS AND CONFIRM LOCATIONS OF UTILITIES NO LESS RELOCATING OR REPLACING ALL WATER SERVICES OR SEWER LATERALS CONSTRUCTION. THAN 48 HOURS BEFORE BEGINNING CONSTRUCTION.THE CONTRACTOR SHALL WHICH ARE ENCOUNTERED AND DAMAGED DURING EXCAVATION.THE ACCURATELY LOCATE AND UNCOVER ALL EXISTING UTILITIES BEFORE BEGINNING CONTRACTOR SHALL SUBMIT A WRITTEN PLAN TO PREVENT WATER 30. A VIDEO TAPE SHALL BE MADE OF THE ENTIRE CONSTRUCTION AREA CONSTRUCTION WHERE CROSSING OR PARALLELING OF EXISTING UTILITIES OCCUR. SERVICE AND WASTEWATER SERVICE DISRUPTION FOR APPROVAL 14 THE TAPE SHALL DOCUMENT THE CONDITIONS OF ALL ADJACENT ANY DAMAGE RESULTING FROM THE CONTRACTORS OPERATION SHALL BE REPAIRED (FOURTEEN)WORKING/BUSINESS DAYS PRIOR TO THE ANTICIPATED PROPERTY,FENCES,DRIVEWAYS,IRRIGATION,MAIL BOXES AND OTHER AT THE CONTRACTORS EXPENSE.COSTS SHALL BE CONSIDERED INCIDENTAL TO THE SHUT DOWN.THE CONTRACTOR SHALL SUBMIT THE CITY OF BOYNTON SUCH FEATURES.PARTICULAR ATTENTION SHOULD BE PAID TO ITEMS WORK,NO SEPARATE PAYMENT. BEACH STANDARD SHUT DOWN FORM AND NOTIFY THE PROPERTY BROKEN OR IN DISREPAIR PRIOR TO CONSTRUCTION,SUCH THAT OWNERS 48 HOURS IN ADVANCE OF ANY WORK ON THEIRS SERVICES. THERE WILL BE FULL UNDERSTANDING OF THE REQUIREMENTS FOR 2. THE CONTRACTOR SHALL ACCURATELY LOCATE AND UNCOVER ALL EXIST.UTILITIES THIS WORK SHALL BE CONSIDERED INCIDENTAL. RESTORATION AFTER CONSTRUCTION IS COMPLETED. BEFORE BEGINNING CONSTRUCTION. 3. ANY DAMAGE RESULTING FROM CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT 6. IN GENERAL,EXISTING STRUCTURES AND UELITIES ARE NOTED AS EXISTING AND/OR SHOWN IN LIGHT LINE WEIGHT.NEW CONSTRUCTION 31. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE THE CONTRACTOR'S SOLE EXPENSE.NOTIFY ENGINEER IF CONFLICTS ARE NOTED. IS SHOWN IN HEAVY LINE WEIGHT. RESTORED IN KIND. RE-ESTABLISH SWALES AS NECESSARY. 4. CONTRACTOR SHALL EMPLOY AN UNDERGROUND UTILITY LOCATOR SUCH AS'NO 7. CONTRACTOR SHALL COMPLY WITH ALL LOCAL CITY,COUNTY AND 32. IN AREAS OF UNDERGROUND UTILITIES CONTRACTOR SHALL HAND-DIG CUTS'FOR THE LOCATION OF ALL UTILITIES WITHIN THE PROJECT LIMITS PRIOR TO STATE REGULATIONS PERTAINING TO THE CLOSING OF PUBUC STREETS AS NECESSARY TO AVOID DAMAGING EXISTING UTILITIES.CONTRACTOR THE START OF CONSTRUCTION. FOR USE OF TRAFFIC DURING CONSTRUCTION. IS RESPONSIBLE FOR REPLACING ANY DAMAGED UTILITIES AS A RESULT OF CONSTRUCTION ACTMTIES(THIS IS A NON-PAY ITEM). 5. SHOULD CONFLICTS ARISE BETWEEN THE PROPOSED IMPROVEMENTS SHOWN AND 8. CONTRACTOR SHALL PROMPTLY REPAIR AND RESTORE EXISTING THE LOCATION OF EXISTING UTILITIES,THE CONTRACTOR SHALL CONTACT THE PAVEMENT,SIDEWALKS,CURB.DRIVEWAYS,PIPES,RESIDENTIAL AND 33. CONTRACTOR SHALL REMOVE ALL POSTS.FENCES,CHAINS,CURBS AND ENGINEER FOR RESOLUTION PRIOR TO INSTALLATION. COMMERCIAL SPRINKLER UNES,CONDUIT,CABLES,ETC.AND WHEEL STOPS WITHIN THE PUBLIC RIGHT-OF-WAY OF THE PROJECT LANDSCAPE AREAS DAMAGED AS A RESULT OF THE CONSTRUCTION LIMITS. POSTS,FENCES AND CHAINS SHALL BE ACTIVITIES.THIS WORK SHALL BE CONSIDERED INCIDENTAL.ALL RELOCATED OUT OF PUBLIC RIGHT-OF-WAY AND RESTORED TO LIKE SIDEWALK REPAIRS AND RESTORATIONS SHALL BE CONSTRUCTED PER OR BETTER CONDITION. UTILITY OWNERS AND CONTACTS THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION LATEST EDITION. 34. CONTRACTOR SHALL REMOVE ALL LANDSCAPE WITHIN THE RIGHT-OF-WAY THAT CONVICTS WITH THE PROPOSED IMPROVEMENTS SEWER AND WATER: BOYNTON BEACH UTILITIES r,5B F. COMCAST CABLE 9. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE AND BE RELOCATED/REPLACED OUT OF THE PUBLIC RIGHT-OF-WAY. ADDRESS: 124 EAST WOOLBRIGHT ROAD ADDRESS: 10435 IRONWOOD ROAD STANDARDS AND SPECIFICATIONS OF CITY OF BOYNTON BEACH,PALM BOYNTON BEACH, FL. 33435 PALM BEACH GARDENS, FL 33410 BEACH COUNTY.FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, 35. EXISTING WATER SERVICE UNES AND SANITARY SEWER LATERALS ARE CONTACT: CHRIS ROSCHEK CONTACT: STEVEN ROSA PALM BEACH COUNTY HEALTH DEPARTMENT AND NATIONAL CODES SHOWN IN PLAN VIEW ONLY AND ARE APPROXIMATE LOCATIONS. WHERE APPUCABLE. CONTRACTOR SHALL LOCATE ALL WATER SERVICE UNES 'TELEPHONE: 561-742-6400 TELEPHONE: 561-454-5851 PRIOR TO DIGGING.CONTRACTOR SHALL REPAIR ANY WATER SERVICE TELEPHONE: AT&T FIBER CABLE FPL FIBER NET 10. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER,SPECIFICALLY, LINES DAMAGED DURING CONSTRUCTION IMMEDIATELY(THIS IS A ADDRESS: 321 SE 2ND STREET ADDRESS: L FLAGLER TREET THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND NON-PAY ITEM). 32SE BEACH, FL 33483 9250MIAMI,W. GLE HEALTH ADMINISTRATION AND THE MANUAL OF UNIFORM TRAFFIC33174 CONTROL DEVICES SHALL BE STRICTLY OBSERVED. 36. PROECT SITE SAFETY: CONTACT: ERIC BROWN CONTACT: DANNY HASKETT 11. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND A.THE ENGINEER/OWNER OR THEIR EMPLOYEES HAVE NO AUTHORITY TELEPHONE: 561-988-6515 TELEPHONE: 305-552-2931 REQUIREMENTS OF THE AGENCIES HAVING JURISDICTION OVER THE R/W TO EXERCISE MIT CONTROL OVER THE CONTRACTOR,ANY GAS: FLORIDA PUBLIC UTILITIES CO. fIFCTRIC; FPL WHERE THE PROJECT IS CONSTRUCTED. SUB-CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY JOB SITE HEALTH OR ADDRESS: 401 S. DIXIE HIGHWAY ADDRESS: 6001 VILLAGE BOULEVARD 12. MAINTENANCE OF TRAFFIC(MOT)PLANS SHALL MEET THE SAFETY PRECAUTIONS. W. PALM BEACH,FL. 33401 WEST PALM BEACH, FL 33407 REQUIREMENTS OF SECTION 102 Of THE FOOT STANDARD CONTACT: DALE BUTCHER CONTACT: MELISSA ROETTGER SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE B.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY, REQUIREMENTS OF THE CITY OF BOYNTON BEACH ENGINEERING AND WARRANTS THAT THIS INTENT IS MADE EVIDENT BY THE TELEPHONE: 561-838-1826 TELEPHONE: 561-640-2577 DEPARTMENT AS FURTHER DEFINED IN THE SPECIFICATIONS OF THESE AGREEMENT BETWEEN OWNER AND CONTRACTOR. CONTRACT DOCUMENTS. C.ALL EXISTING OVERHEAD AND UNDERGROUND MUTES SHOWN ON 13. CONTRACTOR SHALL PREPARE AND SUBMIT M.O.T.PLANS TO CITY OF THESE DRAWINGS OR ENCOUNTERED THROUGH THE PROGRESSION BOYNTON BEACH FOR REVIEW AND APPROVAL FOR WORK TO BE DONE OF WORK AT THIS PROJECT SITE ARE ASSUMED TO BE LIVE. WITHIN THE PUBLIC RIGHT-OF-WAYS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS WHEN WORKING AROUND EXISTING OVERHEAD OR 14. CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTY AT ALL UNDERGROUND UTILITIES. TIMES. 15. LOCATIONS OF EXISTING FACILITIES AS SHOWN ON CONSTRUCTION EROSION CONTROL NOTES: EDRAWINGS ARE APPROXIMATE AND ARE DRAWN FROM AVAILABLE RECORDS.THE CRY ASSUMES NO RESPONSIBILITY FOR THE ACCURACY 1. CUT AND FILL SLOPES TO BE CONSTRUCTED IN A MANNER THAT WILL OF THE FACILITIES SHOWN NOR FOR ANY FACILITY NOT SHOWN.THE MINIMIZE EROSION.SILT FENCES TO BE USED WHERE NECESSARY. CONTRACTOR SHALL LOCATE OR EXPOSE ALL MMES WITHIN THE PROPOSED WORK AREAS AND AT CRITICAL LOCATIONS TO VERIFY 2. CONSTRUCTION VEHICLE ACCESS ROUTES SHALL BE SWEPT CLEAN OF MIRY LOCATIONS AND PIPE DYING SCHEDULES. 2. CONCRETE AND OTHER CONSTRUCTION MATERIALS AS NEEDED. 16. CONTRACTOR SHALL OBTAIN THE SERVICES OF SUNSHINE STATE ONE S CALL OF FLORIDA.INC.AS REQUIRED BY FLORIDA STATUTES 3. ALL BERMS,DIKES AND SPOIL PILES SUBJECT TO EROSION MUST BE (1-800-432-4770). STABIUZED OR CONTAINED TO PREVENT EROSION AND RUN-OFF FROM j THE PROJECT. 17. ALL DELETERIOUS MATERIAL SHALL BE PROPERLY DISPOSED OF BY E THE CONTRACTOR AT HIS EXPENSE. 4. ALL EXISTING STORM SEWER INLET GRATES TO BE COVERED WITH - FILTER FABRIC DURING CONSTRUCTION. 18. IF UPON EXCAVATION,AN EXISTING UTILITY IS FOUND TO BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION OR TO BE OF A SIZE 6 OR MATERIAL DIFFERENT FROM THAT SHOWN ON THE DRAWINGS,THE I. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S ENGINEER. s. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING B UTILITES. 20. ALL OPEN TRENCHES AND HOLES SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND B PEDESTRIAN TRAFFIC. E 21. ALLOWABLE OPEN TRENCH AT END OF DAY SHALL NOT EXCEED 10 i FEET AND SHALL BE PROPERLY COVERED WITH STEEL PLATE. TEMPORARY ASPHALT SHALL BE INSTALLED PRIOR TO END OF DAY ON A ALL ROAD CROSSINGS.NO OVERNIGHT LANE CLOSURES WILL BE y ALLOWED. I's 22. CONTRACTOR SHALL PLACE ELECTRONIC TAPE MARKER(ETM)OVER ALL DATE: & PIPING,VALVES AND FITTINGS. I 23. CONTRACTOR SHALL MLIZE BEST CONSTRUCTION METHODS AND ENGINEER OF RECORD - & DEVICES AS INDICATED IN FDOT INDEX 100 THRU 105 WHERE JOSE C. HIIEA RNUMBEeP E. - -- - - NECESSARY IN ORDER TO COMPLY WITH ALL STATE,LOCAL AND NPDES N0. REVISION • DATE BY APPRJD o1 WATER QUALITY STANDARDS. 9.,l Boynton Beach Utilities 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435 a S DATE:3/20/19 , DRAWN BY:GOO PALMER ROAD & BAMBOO CHECKED BY:CJR SHEET NO. APPROVED BY:JCR LANE WATER& SEWER 2 of 7 sm. SCALE:AS SHOW r� / I I I / I I I f� i I I LOT, 11 0• / / I / EEEralaWIL.�l.86 .0 Z" 11 — — / 1 / • • CCE 31 s OIREECT 3.FM w EE 286 821 /1i„ I I . LOT 9 I LOT 10 1 LOT 11 1 LOT 12 LOT 13 LOT 14 LOT 15 I�Q - a ESTANCIA AT BOYNTON BEACH PUD" I L J $CA�fEFT:1•.20 ►V?� /;,^t PLAT BOOK 108, PAGE 25 J I I ��II _ r�Yi'"w7r L SEPTIC TNK ro ,K FURCE yNN Q7FDER$tA1KIN p 10 0 201 I T ���,,��y PACT L / l • Ill ,�i�rr/g ` 4„6 6"' i/ i \ STA 5448.170 • ETMiCY►WAY -I �¢Aavuxn 2•mMECON( ¢TAIL Te) 12 M D ��`-„ ,-,4,i ,,! �t 78820637 .V ■' Y Fr 4t LF. _J� W I J �`` ^�.4�/ j' I E 96369549 COEUCT r FY UNDER 6•WA 6•SP/WINN / •-_` *"87TjB"E AI/w s. r TIPPING DEM rut I`. `.� .. �W ,)`�I0i�'�jvl•E'r TEMP�SAWIE PONT -_- ��.��. sl--'- -- . �_•_-•----•--x �-rz=-T-=r-•==•—�-r-�-- "r-=`_=-r--•=- E Y63Y6B 46 / ---_,L4. -. - - STA 9+61 W • �_ N 783A1.W Icam3 �.a" , ♦ __ --.sats--•--•--• - b ����� ^i�� 7 CAE VIL -•-_• s G '........4314.. .....-8.r '�F. e -0 n m mr 8.r I0 3' l'' r-------. - �.��' � 9 7�eD �W _�9 W IO 117 41,;;"/01oa "' �a a°�:"F�.•1. �• Y ^rk` � -� _. - -Y:(— �----- --------- - ----- IOi4 I47II, $spa° `e ...AM •4 ... ,, or` 4741,fr-}•••Traa:ffiffigrn WPM /01, �+ Qi REDII(Fltr°o." A����A. 6 / l; I 1ETRANMN ELUDING oDNEC110N IIIIsd.� • ""qE a+ 8 .GATE vAL1E STA CETwL sfET 6) ��^�'�� ' ri •. d_„„Ep.c.„......(i. STA 9+57 OFF SO R __ r ECK lnw PRESA E �$' I ��,�,�L� 'a. r A a... 5 FM J9t LF.+0111 /� „,#,#0'd I E L „ 44/-`a”',:b. , MAIM VISE *3'08,7w-344 2t a ' I ti I 1 Iirilfi / 804 806-808 810 816 82o / E TAX ro SOW HANK TO TAX 10 R BE AM/CM 6C / • EIEVATIC S NE BASED CN NORTH NAAC1 DATUM 1968 PNM I PBEACH20NCOUNTY BEN OWIR(91SIW:EIEVA1104 1183 FEET. S P1IC TOM 10NOMTAL CONIRC:10010083 NtD787996.63E 96217/44457 a m. 4410 fr =____ MIIIIMILY FOR Pal SZE VALVES TAM zt• SECOND VALVE FON METER BOA BY POURED N PULE TEE.SPWL KCE,GTE VALVE.EXTENSOR, ALL mums!IONICCS SMALL I WW1 N A BRIE INDICATOR I'_ CONCRETE COMM IDNGMS WER 20' OLD ELRIW.RISERPLATE MAT MCLLOES THE .FRE HYMN. DEVELOPER k L N A UMW EA70l1R I S/1•PK FOLLOWING ORMTgN M .� (3000 PS) uETfl BY DEPT. K CONE.COLLAR OR PNDENT. I RN MEC.I IMNIC L JOINT TEE ssv�i "_% 1. MAMFIOMERS NATE -- -- zr DAP I 1M!1f�7 •,H:Ja.UJ.V / .� I T. M.Of 111 6 FRF marl SPOOL PIECE ` lip - Fr6: �%/ I J. SIZE!CIA4 �.J ♦. SERIAL NO. I I 41 41 WILE W USA CAST PON VALVE /II SFE MO1F 17 epX SCREW TYPE TITi11 M POUR cDI SOD E TO .. COCK YAKKED 1MTP' I CARNET N SEEDED AREAS. �aI IA•RID A 6 R R ]/P•BNL MILK r', TOP a PAKMEM�. :�S'-0• MEN D6=AGE DtALVE E7-* IT LOCKING WINOS INN) 14 Riff f Tel '-r MSTNE A=ONO VALVE K LOBAR _ - __� ' i.11. N gip eI _.. MIRE POLYETHEL E I__ RED)OR -- - 414:0 EADS Or F NATURAL GROUND F OL AUUSTABLE V6K BOA tl F FME WORM, 4 1/2'%RPG F SEAL BM FO SEE MITE No.P (MAX SCREW TYPE).OSLO (--) n CASING PIN FONT RUBBER CJHCRETE COLLAR(SEE TYRFAL 'BRASS 1161 CORP STOP- fg k swu BE c-aw PM ! uaDEncaGUID VALVE R6rrualw aW v0 z ACCESS OSE k IMDZZLES � SHORT�.� /j NM mew(MININUM suc) 3 1 V k i FINISH GROUND ON MRI STRIP TAPPING SADDLE yg PAVEMENT SURFACE TT5 yy ��\�/�C/ I OM DIRECT TAPS PERYRTm) & Broaww NW u�a g A0 D- iSSMACES J TIE MANN°ROLE FOR DAS NSTALLATgN 6'-13' r I yNV[OM y ff�SIMLL BE MOciBLED m IANURAL GRADE PRroR NIL INIAGE EYS MMNCP-.. lm D6CIIMONG ANY MATER ON ME GROUND (SEE NOTE T)g . . b ' $ • ?-. /VALVE I�ErxUGS 1341 I DIP r spar - f'- k 8 i • SADDLE STRAP THREADS. x V! VALVES o� -C-600 RISER M BRMAL ANCH LARGER DoR,t NO- SOIL L , ■��,III�I I I,I Il'il-IIIIIIII'l 111■IllMEM A11111011010/E1 j n' i. CASINGS SHALL BE REQUIRED FOR ALL SERVICR CROSSING PAVED MEAS. TE RODS MD 11.GA SHALL N COATED MOM ''''''T'- \ i 1 KOPPER$300-Y.GALVANIZED OPPm OR `UNpST1RBED 4 2. SUCCC55NE TAPS MO 1HE ANTER MAIN SHAM BE SPACED A 11MW11 OF 16"OFFSET BETWEEN F!(1VIC5 AND AT 15'FROM APPROVED EQUAL111 ONE GCR SIDE 1011111 SOIL ;E THE CENTERLINE LOAM WON GREATER THAN 30'OF COVER.(SEE DETAIL A•ABOVE) I3. METER BOXES SHALL BE SET TO COEORY TO FMICH GRADE.NO METER 000 SH61 BE SET N SIDEWALK OR PAVEMENT { �' CUMNG-N SLEEK- CONCRETE BLOCKMG }} UIESS APPROVED DO THE DEPARTMENT. E (41111)AL'' , -(ppiDAML-CEP0ICNL ON E 4. POLY-1611ENE TUBING(ENDOT BLUE)5161 BE SCR 9.COPPER TLB SIZE / { 0BENCH MM.CONDITIONS) 1 NUM 1FE S. ROTATE M BNL CORP.STOP 50 THAT M OPFAAING MlT 6 ACTWIED FROM TIE VERTICAL POSTIGN RATTIER THIN THE 1 --ROM PPE SADOE.W WIIII SOD BRASS PLUG AFTER `` L `` IGRQOMN. 9 SAMPLING(CORPORATION STOP ONLY K WATER 50RVIC0) aY 9 1. IPSRMT SHAM BE INSTALLED PLUMB AND TRUE W UMORSIRUCTED LOCATION(5 FEET CLEARANCE ALL SIDES) J Vi a. BOM COPPER AND POLYETIVIDE TUNING SERVICE LINES SHALL BE CONIMOI6 FROM BALL CORP. STOP TO CURB STOP E 2 SOELOCN FRE HYDRNII SNMLL BE RED. € RM ND FTTRGs N BC1111231. ( C 3. CONTROL VALVESMLL BE PLACED ADJACENT TO WM AN D RES'TRNMED M FTM 3/1"RODS k BOLTS D MEGULNG UGS OR EQUAL L 7. TAPWNAIL R AND BNHAVE CORP.STOPS SHALL AMINLET THREADS. E .. S .•� ' S SNO 1EG6G5 UARE RECT RS AT FOOT Of FIRE MDR/AT.MET BLOCKS ONLY. E SEE F 5 1. CONCRETECOLLAR6 MDT REQUIRED M PAVED AREAS R PAVEMENT SURFACE 6 FINISHED PRIOR 10 CONOTIOIML TINY ? S. MORN.SHALL NOT a PLACED N SIDEWAxs.RMDMAYS OR BIKE PATHS. Y E P00 iI OPEN CCUUT cAs' LATIOA BM1H�M APPROVALLOP TIC DEPARTiIEM G SS-HOU0i0 NDDA°F'E piFEET CNS PAVEMENT MO S2ED M LOWS 2 OPERATING NUT DEEFER Tt 100106.SSLESIIro MING GMwiATfw5m GRADE 01E5IOBDLTSNNS ARE F . SV sT STEEL NAT c01EC PO I 5. ON 1.6 LONGER DM 20 FEET A SECOND VALVE•T. ,p05 AM REDLINED RYDRANR W.LESS THIN MET TO FRONT a CURB. i-• 1/• �2•IOSETIACE USE Uu3 MCR A'C CROON WHERE POSSIBLE.SOME TAPS NULL BE USED AS SEINING POINTS WELDED m M EXTEMSOII.6 ALSO REOMm. C.2'SFRFCE USE 1"CASCO B 1 B. THRUST BLOCKS TO REST N UNINST RBED SOIL. g 2 1 SNAKE PORN 6 NOT A SERVILE UNE OR PRE HYDRANT.CORP.STOP$IWC BE REMOVED.AND PLUGGED 00 FAI L AVu LL REQUIRE 3. VALVE BOXES MALL HAVE COCK MOWED-WATER'. ! g 9. SERVICE LNE5 SHALL NOT RE PLACED UNDER DRIVEWAYS. UNDER DEPARTLEIFT R6PECTON AFTER...FACTOR!BACTERIOLDGMAL TEST.NC RELEASED FOR SERMCC i p MAREQUIRE 1EGLUGS N THROUGHOUT ASSEE9Y. i B. FULL RANGE EMS WIPER 51{61 BE USED.FULL RANGE M..CANNOT TOUCH PIPE. d BY THE P.B.C.REALM OdN111EM. d 1- A CATS VALVE ; 10.PROMS TOUT OF 506442•PUTS AT OK O MSIALLATON.UNTIL Mr.6 RELEASED BY ACC.HEALTH DEPT. eS 10.MAXIMUM SERVICE LEM.6 1W'TO METR. it 3. Si ID GSE SHALL AFT SAYPE POINT BE LOCATED M A TRAFFIC AREA $ 5. AT DOUR ND CR 111 SE 12121 1INES.CIMNGE ERECTOR.VALVES SHAH BE RESTRAINED USING 1EGALUGS•,TE RODS,OR OTTER 1 11.ALL FIRE HYDRANTS MINT BE WALLED PR0R TO MAIN LBC PRESSURE TESTING AFD CANNON BUSING. 1 Ti.MSTALIATONS LARGER TARN 2'METER TO BE RENEWED ON A GSE IT CASE BASIS. C 4. THREADED AREAS OF CORPORATION STOP SHALL BE SPAN WRAPPED WITH Two WRNS ar TEESOW TAPE. {S# P. A 0117-M MSTALATIOM 51M11 REGVIE M100LUGS OR EOWL THROUGHOUT AMOK. 1105 gs I2.1•BRASS NIPPLE TO EXTEND LP TO NO LI55 THAN 2'OUTSIDE THE METER BOX. H 1 T. FUL RANGE 015 MARKER 5HAL BE IAYD.NLL RAGE MARKER CANNOT TOUCH PPE. e B / BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS /• - BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS 8 DETAILS v I BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS dDETAILS / 1'Y-OA BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS d DETAILS TO EFF.DATE NO TO EFF.DATE 7 NEN TO EFF DATE t NEN TO EFF.DATE seNE nne TYPICAL GATE VALVE SETTING SCAT I Tvta 4� 4 K Lf T VTa '4� xwE Tete :2-io' SAMPLING POINT(IN-LINE) PAGE NUMBER mL ► P OE M AeER �• TYPICAL FIRE HYDRANT INSTALLATION P AEN LINER ..o '• TYPICAL WATER SERVICE INSTALLATION PAPE MUAMER L .XA W-1 ATWt. . .. AND CUT-IN DETAIL W-8 W-9 FFP,,, W_70 METER BOX BY DEVELOPER SDOUBLE STRAP ADOIE LATIN TAP G PRESSURE CMO I �I(APPLE-, •METER BY DEPARTMENT MREADS(TYPICAL) VINES MI CIA PIPE UIXR ROADWAY IA- SEE NOTES 1•SFMDE LIE \ /At YW.OR PPE DIA, IIB■ VALVE NO.1 r 1 ' •l VALVE ND.2 anamotaz METER CURB STOP ROLL CORP STOP EXIST.INTER SUPPLY *i_ e PRNDE"'. RISA • 9EFl RO _LPY �__-__*1 -_- (PINNATE I • P OR EA.1.EM UC- - ll - J - - �-DOUBLE STRAP SADDLE/NO WN1 CORP.STOP 1'UNE(T'!MW) REOUNED.ATMOSPHERE VENT OR 50ABBWG TEE. 111.11111111 2'TAP 0141- I 11 .3 u 7 -1 �' 2•SERVICE E 1 'R1i �•i 1,C11.1111 ¢ PRESSURE GAUGE Y 1 1 .. - AS Y BRANCH BRASS s SSS GORPRESSDN 0 �N9EEELI // LE-Nr SAIL ! PIPI EILWR- •I r rL a PPE ON BAIL CORP STOP '•R [1W �{ r-VALDE B EQ NDIE 8) r-0•IM. SEE OCTAL w-25 r I �� E9Nnlla..ATE E 6 PililI =74; SII -u� AL -6i DOUBLE STRAP SADDLE AND E ! k I--...\ Y TM OLYiii I OR TEC T TM BALL 0000 STOP REQUIRED. gi �' rETHParr Y 'f5 STAINLESS STEEl3TRAP TAPPING 3� 2-SEANCE LLE . E LADDIE(OR...SD COWL) alli •R ! - • BNL CORP STOP } �� SEE DETAIL w-25 I I E i9 k -_-- 1•LRE/16.41) 1.40 B SE g 1 i AUTHORIZED SEM.U[WTFRIDL i5` WOE 1. B0 VALVES SHALL BE KEPT CLOSED EXCEPT FOR FILLING.ELUSIONS AND BACTERIOLOGICAL TESTING R RPOSES. 1. ,A E EMI.IET11Rlld END IS LOCATED UNDER PNp1ENT.ISE TYPE•K•COPPER TUBING*101 COMPRESSION Frs.., d 2. GAUGE AND RISER m BE REMOVED LATER PRESSURE TEST,HOLE TO BE PUGGED AT SADDLE MM BRASS PCW. -. - - a.POLYETHYLENE TUBING SON 9.COPPER TUBE S¢E / UNDER DEPART INSPECTION. DATE b $ 2. MULTIPLE F..TICNUMBERfil)1' SOMCE/METER INSTALLATIONS OF MORE TPA 4 METERS PER SERVICE AND SERVICE USES LARGER T 2'IN 1 3. ME DEPARTNEM SHALL BE NOTIFIED BEFORE FILLING AND FLUSHING. ENGINEER GE RECORD -- - - - -- DIAMETER SWl1 BE 1IAO{m RN AN BW BMARKM%' 2 1. VALVE BOXES ME MOWED FOR BOM VALVES. �, REVISION DATE BY APPRVD JOSE C.NUERTAS P E. G d 3. NO FITTINGS KMEEN BILL CORP.STOP AID METER OUM R STOP ALLOWED EG.N USING POLYETHYLENE TUBING -- - - -- - - T 3 S. PRESSURE TEST PLAN CONNECTS TO SERVICE UNE.FIRE IMAMS OR BLOWN.ND CORA TAPS ARE PERMITTED . , 4. LOW RANGE 015 MARKER SHALL BE PLACED ABOVE M SERVICE WYE k FRED TO THE RYE. UNLESS APPROVED BY THE DEPARTMENT, 4,711446 3. 1•BRASS NIPPLE TO EKTEID W TO NO LESS THAN r coupe M METER BOA. 6. TRAEID NEMS OF BALL COM.STOP WU.BE SPBML WRAPPED PTH TWO WRAPS OF TEFLON TAE. �. g 5 Boynton Beach Utilities _ ' T. DISTANCE BETWEEN DOUBLE VALVES SNALL MOT EXCEED 20 FEET UNLESS AETNON¢ED. v O BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS 6 DETAILS 0TT-O-A BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS d DETAILS 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435 NOT To EFf.DATE To EFF.DATE 4�;4Y TYPICAL RESIDENTIAL 8 COMMERCIAL B<AE 1 T Tne Jr T. l nne DATE:3/20/19 PAGE NLIMBER WATER MAIN DOUBLE VALVE DETAIL PAGE NUMBER DRAWN BY:GOD --- WATER SERVICE W_71 FIGDN�N W_12 CHECKED BY:CJR RAMMER ROAD& BAMBOO SHEET NO. i APPROVED HT:Jai LANE WATER & SEWER 4 OF 7 ow SCALE AS SHORN _ ]I-1/�' _ IV LQWTR1CTO0 OR DEPART/AM ___.�'� Bt°EVFILPEA • MPROFm METER WOR • p tB-t/A' �__ (SEE NOTE 10 t 11 ETNL W-ISA) -- W/T AFFC ME COVER I '� 1 -R/W kW FOR ROADS.MLR OF MBFED GRAM -- -�� 'III .A. .A. y �pl ED(i OF I ti "'••I` �11� I4 SED 11 11 I [LW OF 5 Y METERED WATER WINCE TO HFORAVE RPZ BACRROYI PREVENTERS AS APPONOROVED If UN.OF IIS 1� N.P.T.M.RETE Rpi t/2" �� ' . MIN. PN) R 1. ALL NONL,METERED WATER ,NCE TO AVE All BAWL PRE THREE OS AP5 OVE SIf LENS IRM I - - -._-.-.-- .--.--.--. S....,.N FiNFWNA A CERp1OAT 0..PROPER NSTKESS II SHALL BE PROVO.4504ALOE A NOT KA 2"N10+SE ANGLE VALVE CRANE CATK00 N OlOP f�frl �� FOR WINCES WON RPZ L1MCM"RIOIi TEN(10)BIA11E4 MES.A DUAL C1ECR VALVE 6 NOl REIXNKO N0.101 OR APPROVED EQUAL r-+Y Y ERA[[ MOKMIOLE PPE AKA J m" I y+ PPM-/ `sS FILL RANGE ENS MARKER ��K .KW ; Lk1� 2. 12'M AAR CLEARANCE TO E 8IN1ANE0 DETOUR METER BOX AND ANY O1FRUCFION. IEE NOR P) �� '�� v® CdP.>1GR CtRI� (LIMC-__ y J. FOR JAM.WD BORE NnN1ADON OF SERVICES UIOER MISTING PAVEMENT NA&RACES AMR PROPOSED - . Y M01� COMPRESLW r ""fll PAKYFNT USE Mk D'OP ETER AVC SLR BO GPM.IRI or USNG TO E SMELT LT1 FOM RUBBER. PLUS RPE.MONS g g f�fez g F "G ^ I.g sLK;c[ssAE uvs Nro TRE WA1ER REN sHAIl E swcED A RMuw O 1B-MNFT ACI vWAL1 Nor E CR A 11 r 11-1/Y Fes- •.•� COYMOM LINE PMALLEL TO THE IDNGITUONK A%6 O TM RPE. n 1-1/2'"B•PLATE WAKED �'�� I��I .� +-+d [ y n 54. METRA SRAM Nor E RAcco N SUYwx w DRNE601 rNE�s uNLEss Anvnom rr THE orn RI1601- -�II _ �A'MEA PETER' _._.___._.-_ gg POLY/COPPER SERVICE C SERVEE DIES AND TMS SNALL NOT E RILED UNDER LRNES WHENEVER POSSIBLE T i PiE(SEE NO E/B RPZ(SEE ROTE/T i �-4,=j� _NTNG[YE t'/21R Y�____� y s+ER 15-A) STAR 6F-16A) 5 LOPP[P SHALL E TP[K CONTINUOUS AND SUITABLE FOR uN¢GRau+o EARS RRH COMPRESS. (y+,u) R[c[Ssm Tmu Ra[ { AND°Jm M 111 KR f FmNGs.E EERIER MANN.[ND¢LOCATED UNDER vAwENr. �r- �, 1 ■ iY .( AND 00 MOI•IpMQI% i WANLY SURGE LI MTN 6 TOO TO MEIER. /�M0"IXfUBp y 2•BML CORP.FOP I --I . LL �i ---- -- ---- ----"• f I. wTERwsONG 0SUCH VER SEP/ICE YULN DENE BRIS 610 LARCASINO GER 0014 511*CONSST OF 1 eE GRANULAR MATERIAL ualnAeLL N-slrL T \ ' _� �O; I_ D t2-1/9• 1 8 • , so 4. METER SERVICE BMRWILL 0S FOER OORFVEMATO A /oR SC..,ARE N PUCE OR I �1 8 _ _.._- _ _. J ORKIN.00 SIDEWKI(6 1N PLACE OR 1 #j ELAN T16+ED GRADE'STONE 6 SET ADJACENT TO PROPOSED PETER BOX LOCATRN. 8 L .- 1.IHH� ` B. TW+MIM UOBSTNUCRD SPACE'(AS MOWN)6 FRONDED. ip I I' .R�A:�i lljf•__ _- � liznmmil r' ,'j PER DETAIL 0-13 1-I/2'TO 2"ABM R} L. 11E IIFAURED WI ROW FRONTON CERISE 6 WALLED. F • �I,I.� ■ / "UJ `■ O \ PETER TO E SET BY DEPARMENT FINSIRD GRACE IN GRASSED AREA 0'N F 0. TGR SHOULD E CENINED N THE BOX.IARIGM MW FREE FROM DEBRIS. 16- S{¢ PAYED AREA !B tY } E. LIE WIRD E TIO IN AT THE BUILDING ET MODE TIE METER BOIL WE RUST E ABLE TO FILE, 1111111W, S©® • \ g LIE UPON NSrKUTpN. PLYW00D FIRMED ORAE 10.MEM TO E SR h DIE DEPARTMENT AFTER APPROVED INSPECTION. TOHCRER 060POURt�L�1 _ I tl .\\\\A\\\\\\\\\\\C l 5 O U106TUREO SOIL LO" -: F 1"PM4 RINE REO-MED `` II.ME DEVELOPER/PROPERTY OWNER OR ASSIGNEE SNAIL E RESPONSNLE FOR NSTOUTIM OF SEANCES BEYOND 1 M.(SEE I.11 W-13A) d PRESSURE TEST LIONS AS SPECIFIED BY TIE DEPARTMENT. P - j � a Cpl!-0.Y 1116-12OA s l S 0 fir♦Yy�.�F -41:`I 12.THREAD MEAS OF CORPORATION STOP MID OTTER FRtINGS SAY.E SPIRAL WRAPPED WITH TWO WRAPS OF ( p[ l�� [y TEFLON TAPE.O PORATIN STOP SALL NOT E BOTTOMED OUT(T-3 THREADS 511PRNc).AWYA TNSL THREAD 0 1 BOXES AMC LO2RS SHALL E POLYMER COMMIT AND FHMM4 comment UNLESS OTHERWISE APPROVED BY THE +AE Pr MQsoma 6 REWIRED. WE S FB TIMMENT.THEY SHALL SEER ASTM D-500 STAND 66 FOR WATER ABSORPTION.COVING ND MORE TNN 0.55 N MOTO RATER ¢ I,u 0.0 II LOW RANGE LIES.EMRNEL TO E PULED 00.110M TO B41 VALVE MID 2'OPERATING NUT VTR VALVE BONES. 5 IXP051IRE ro MomLWE As EnMLaEn m TR¢srwoum. 6 3 { IA. I 2. ALL BORES N0 COVERS SHALL MEET THE REORROENS FOR NCINRYI TMMC IT-I0 LIYCNG AS MAYANED BY MSHI0, f p�I"2 MF S f a6 86 1•BRASS NMI TO EXTEND w To NO LESS TNN 2.OUTSIDE TIE IETEA CO. E TIC E(XMTEM[Nrs 00 ASTM L-BS).SEC.A-&ANDA 00516 650 STRENGTH OF AT LEAST 11.000 P51. �� aN GRASS AREA 15.IXPARSION MRS.A2E ApAVRRS(IF REWIRED)ARE TO E PROIXO BY TME CONTRACTOR FOR EACH PETER. gY T %MOM AND CONCRETE TO NAVE A HEIGHT Ep1AL TO TME DWIETER Of THE PIPE. g 3. ALL BOXES NO COVERS NAL E DIEM.TO m NO ICERDANGE FIM SRIOARD CORER BORES AND LOIEIS.nN030 g SCRAMS g i 2. BRONZE PPM M0 FITTINGS 51ALL MOT E USED ON TEMPORARY OR PERYN2M B.DROFFS. COLOR TO E CONCRETE GRAY. , . , 1 3 ALL COVERS SHALL E CONSTRUCTED WITH A 2 NCH IOU FOR A 1000TH DEVICE AND OS PERIREI11 NY 5800. 1 ( V GOA.STOP -ORTON I i d 5. THREADED VIRES OF BALL CORP.STOP SHALL BE SPIRAL WRAPPED RTM TWO WRAPS Of 1NLOM TME. S �� S f3 N. E:ROFT BOX TO BE LOCATED N PUSS AREA. 5. I%000 DUES 0005.AS$IVLL E MAAR/OWED COIN arm M1 HNDWNE BEND STANLEss STEEL MIXIANG NO g `1 /. STIPP SADDLE SAD CORP-SONDE 5 S. 2•TM IN BOTTOM OF NUG g 5. FOE ORALS OTA MIRAGE URINAL METER NSTMUTOR AND OTT.SERVICE REPAREND0T3.REFER TO NEWT NSTMUTRN I -� UOER PAVEYERT SERVICES WENN.LOCK VKK.NEM YORE g 86 �y DETAIL PAGE F-1S. 1 \-STRAP SADDLE TM NM (SEE NOTE/3 DETAIL W-ISA) COSTpER LIRE.LEIW BON 5. FULL RANGE 006 WAXER SHALL E USED.FULL RANGE RAWER CANNOT TOUCH PPE $ BALL CORP.STOP T. ND FR TOP CICS ARE NLfM6. TJ"SA I BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS - BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS - BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS _0, BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS i IXC TO EFF DATE 04+10 EFF.GATE NOT To EFF.DATE _ NO TO EFF.DATE .(s...._.)' , �"E Fv1s 4�oA X POTABLE WATER SERVICE TOUCHREAD 11"X18"LIDS E TT/TO .'3.t;51_,..°Ay POTABLE WATER SERVICE SINGLE 5/8"X 3/4"THRU 1" E Tv10 4� POTABLE WATER SERVICE SINGLE 5/8"X 3/4"THRU 1" 00ALE 11111° � STANDARD 2"TERMINAL BLOWOFF �> r +` > IIILITESPAGE NUYEL FOR SENSUS 3/4"&1"WATER METERS PAGE NUMBER METER INSTALLATION DETAIL PAGE NUMBER METER INSTALLATION DETAIL PAGE NUMBER „W„, .., W-4PIONEERINGRD W-13 EN E.FAING.CIVISIC. W-15 ENMEERAGMSp1 W-15A VALVE BOX PION CONCRETE TO MOM PPE GRADE N SODDED AREAS MP TOP OF PAVORNT. ,'- IICM --31 ._PPE . ._ ' I IH1 71 /g,�,G� • • Si' IIHI ma, i4:: ,w. u., 71 • 0 0 O]E b OI)PRTwE airJBe _ MI5 7 \ I '. - y 7505 IM g \\\ Y i I �Y %/ tY (mRRm BTm MVO I II `s y \ *1° p e j °GEC / P. ,III.'�1 1I- ¢ ' \\\`\� « \��/ / / �L�I I�4 J ' f.AAA.SINGLE n0100, E \`1` _ - - °• BEFKEN vKVII F • �I. •M0 G. PNS.CH I ROHM 0'00 lUtoi LATER RM.I 1 8 i ■ II�� i,l .;.- ..1 �i'�Ili�lill. `� E •[ A MIT OF DECKP010W A[¢ II g, g{ COIpM / MEW VALVE 5 . _.\ BEE SMILE _ I ryiPDRF 1 OSTM BELOW a 11 . i • - NEW PPE ESP i :j... SPUCE RUMS TOGEr"ER S NEEP CLEAR OF FTrtNO Ac �• TCOMMIE SUPPORT M®ED) --COVER SPLICE WITH 1. UTILIZINGR ARDIENTS LEY TTON FFRRBELIL" PALATE CONNECTIONS R 01506 ARO Mn COMER FIE EQUIPMENT FOR E I E 'TYPICAL L.AT(OVr t ELECTRON.TINE '. 9 ✓v `."� I 8 F 2. BY THE AVIHORTTY OF TIME SO1T"(LORCA ACRE PREVENT.CODE SECTION 3211.2. -�J.- li 6 a6 J. THE CUM ZONE MINI E 1500 OF LANDSCAPE(EXCEPT SOD).MAILBOXES,PARKING.IAMv-P51IS MD Ifi g All OTHER olAEcrs. 111=02/ 1 MEMOINSULATED RAE KONG PIPE-.' _ i i 1. WPS TO E CpIM1Mdh BETWEEN VALVE F c: -- - A. IXCEPf10+¢OTHER ERIE FILMING EWNREM,OR BOLLARDS ID PROTECT FIRE FIGHTING EIXXPYEm. 4 BOXES.IXCEPT AS NOTED. -NSULATON RTO POE ! F tt / NOM BOX(REMOVE AT SPUCE) J FFI I~ _ E Q '§ 2. TTENLN NEXT TO ME.LOCATING WIRE TO BE AT BOTTOM Df NO. REVISION DATE BY APPRVD 1 E S 1. le•CLEARANCE FROM m1NCS t BELLS. BEE IQE PICTAE I^ ' w� ° E S. LOOSING WANE NAL E IA ARA.SROLE 5 2 %T't' GSµPVERpR TD ENc TAPPED PRESSURE TESTED g SUMO.SOFT DRAM COPPER AVE:A/N• i 1 1 1 BPOIIATn R¢UMIONRIDVALVE Boynton Beach Utilities L s , Y°^ BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS 8 DETAILS sYY BOYNTON BEACH UTILRIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS `'Y-' BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435 � T,o EFF.DATE No To EFF.DATE To EFF.DATE i\..,.= 1111° Y TAPPING SLEEVE AND VALVE 0001E 1 1111° 9 Y WATER MAIN LOCATING WIRE DETAIL FOR sD"LE 11118 DATE 3/20/19 ARE HYDRANT CLEAR ZONE +N."� i c PAGE INSTALLATION DETAIL P"GE"uEBEA PINES NON-METALIC PIPE POEN ice" DRAWN�`GOO PALMER ROAD& BAMBOO 3 .4 W-26 ERGEARAC AWN W-28 .� W-29 CHECKED BY:CAt SHEET NO. i APPROVED BY:Am LANE WATER & SEWER 5 OF 7 ea% SCALE:AS SUOM I • PRIME vIIOPERIT .01E-0E_1W1Y--_ r-t"---.1 -y ILL MMTEa 81AALL LMK A 1 aXLRETE COLLAR 2, ' y'RASS TREuf I MMC (WOO P51) t. CAM AND anal TE WWI WEpgl\TITIN N COAL.COLLAR TRATC RATED H-20 COI AHD a WINE OR PAKTEM. t CAST MON LOVE (SHOWING OUST GO.FII) MARKED-SEWER- MT (3CO16 SS N 2. A 6 NwE « ESR MESH ®�? F S. 9ZE!CLASS �+F.'t . Kr Of 111.2145 ! APPROVED KW I�� 6. SERA.NO. 1_ )4 L/ ► MNGHAM T mDR .� I - -;,- - r_ TMAK BD% °E TYPE 1111 IqM ODICIEIE A `���_� E COWER BARKED SEWER• I i WMOE O tt�ME/5. -Jill ..___I I_I I E1 � TOP O PAVEMENT WN i \.VAK A•R IA IIPOUREDREN R PLACE fN0 aril ,VAVE MESH REINFdICFW10 SAND COLLAR 5 , ► F g C.I.ADJUSTABLE VN-VE BOX L / \ iggNODE SCREW TYPEL WIN SHALL BE � TEST LNIT Rj i i J•NOPE FORCE MAN COMOR /- 2"ROPE N+ . 1 r ELAS IIAR E O E MtING WE R �ii�l��i�'I'i� it��il II / (SEE ROTE s) $ —..` $ 8 I 6'1 z` 3 ��� ®� to i FULL rwNE -1�• r DIVERT TO BE�n TRH TIE CROON 55 of GRAVITY GOTFru PIPE SAND COLLAR ( Ls CWPUTO 5 REWIRED. LWI i \'�/ KOIMIfD F.WH1S w 8 21x•WK ;,_6R65U p'IK " 8 ` / j� ODER u wM1/1 WI YK TAMER ES 1°•MO 1 IId II II 1 I 0 I�� �1_ D p CE MlW \ / =VI II' �II� g 1 F I OFFING-X SLEEK- KM=4/06 II �-22801 VALVE { OZ" ON 1 I TEMP.END CAP FOR 2-SO OP.NU il �'C°�G IONS) PRAIRE GRINDER PUMP J 4'THICK CONCRETE BLAB 3 CONNECTION.END OF �MO@1 STATION Pf10PLE WM S Cm's RESPOWIBRLm t b S 8 A 1. FORCE IAN TO ENTER 1AW10.E AS CLOSE AS POSSIBLE TO 1M TO RIMETO GRINDER PUMP CWNEC110Nisnit GRAVITY WRET. E 1. FORCE MAIN CONNECTOR SHALL CONSIST OF A 2'TAPPING SAME NO 27 B01 VALVE pUE2. INF MIERT LEVEL Of FORCE MAN AT PONT OF ENTRY SIMLL BE A E F 1. CONCRETE COLLAR 6 NOT REOUREO X PAVED Mf/S E PAVEMENT SURFACE 6 FINISHED PRIOR TO CORNROW.FINAL INSPECTCIL ! WXUM 6•ABOVE WERT O WNW.. {g} 2. WWII CHER X UTAAVm AREAS SWLl BE 30•IN PAVED AREAS OR PLANNED ROADWAYS.MIRES YMYIY COVER SNAIL BE 56•. •� TO 15051 MITE 2. FOEN%fE1 OPERATING IS/150 REARREST.R TINA J6•AI4 EXTENSOR WILL BE%OXRED TO MII.G OPERATING NUT N•-DD•BELOW FINLSRED 63.. CORE OMB ONLY*ITO REWIRED.EXISTING TIN BRIO.RUBBLE A POOP TO BUILD UP 6 O GRADE EX. WHEN TENSION BOTS LEMUR ARE TOAN RE 3E6 STNNLEE STEEL E STRENGTH STEEL CENTING NUT 2RATE.MELDED TFOSTK _-�I I� I R GRIDE E%1EN510N BOLTS Or WR ME TO BE]16 STNNLE35 STEEL A NCII SRIENGIH STEEL CCMERING%ATE RELDw 10 1M I IXIE5ICN,T 0_50 REOMED. I; 3. VAK BOXES SHALL NAVE COVERS NARKED-SEWER-. I ROW CIMMEL 3 OUST T COVER SILK 4 A. EXTENSION VALVE BO%TO BE OP.R15ER SH01 BE C-000 PVC. 3 S. RANSTRONG USS OR APPROVED E TO COATED wIM TONIC.sEPERGMT, A. VALVE BOXES SHALL HAVE CORNS MARICEO SEWER'. DVS'T COVER V HIGH DENSM PNE B$ NG 5. EXTENSION VALVE Box TO BE OD.RISER MOLL BE C-900 PVC. d .. 1 S A CUT-X INSTALLATION SNAL RCOARE MEGALUGs OR FOWL THROUGHOUT ASSEMBLY. 6. 0L CUT DP PIPE OUST BE COATED MIN PROTECT°601 AT LUT EDS. S 6. FUR RAE WPM SHALL 5 USED.FULL RANGE MARKET CANNOT TOUCH PIPE. g PoLYETHY3 g 3 6. AT DEM EW OR WHERE RAN LINES CHANGE DIRECTION.VALVES Sw11 BE RESTRAINED USING 1EGALUGS•,It 8005.OR OTHER g 7. PROPERTY OWNER SROL K RESPONSIBLE FOR PRNATE GRINDER STATION WITH CHECK VALVE. 1 fl'CEFI STATION PROFILE WEN g APPRISED RESTRAINT BY DEPARTMENT. IB. SEE SHEET 5-SC FOR AGGITIO0 DE1Na. 1 5. FALL RAKE WANE 5000.BE USW.FULL RANGE MAINE CANNOT TOUCH PIPE. IS BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS 8 DETAILS BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS 8 DETAILS / LT'I--9x BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS 8 DETAILS g R BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS TO EFF.DATE NO TO EFF.GATE "ST TO EFF.OATE A Flo To EFF DATE OW�° y K;LE tuts v- . y sc:LE tuts X TYPICAL FORCE MAIN GATE VALVE x"LE tuts Jy G=:LE� tuts FORCE MAIN GRINDER STATION 2"CONNECTION FORCE MAIN GRINDER STATION 2'CONNECTION -W (1,3_ r FORCE MAIN ENTERING MANHOLE PAGE WMBER PAGE HUMBER SETTINGMIMES AND CUT-IN DETAIL PAGE NUMBERPARE HUMBER WIVES EN�EER..DI�DN 8-7B PH NKERN,1„ N/ITS 8-7C ENNEGINGD N 8-12 E..KAWG..OIVISICC 8-13 I I N TRAEC RATED 11-20 CAST WON COVER MARKED'SEWER' SOX ,-CAST IRON COVER S::TAL MQTOEO'SEWER' 17 'MI II =67 THICK POURED IN PUCE SLAB BOW ]19L - TALUS (WIRE MSH REINFORCEMENT) 1 (m co1TRACT°R) / \ T _ p R ra � W \, ir I t E i --2.SORE PIPES \ / 2 SOR-V NOPE E 8 .- 2•BALL VALVE WITH 2•W OP.NUT I. CAM AND GROOVE 1 o COMECTCN DETAIL LJ.00iY_ilr]L • • p1®Ii 1 U PO EWE"MW - _ (SHOWING DUST COKER) j., 7 (]te 55.Br fJ NUGEM J. - DATE: ONI FOWL ----_- 5j ENGINEER OF UERTAS ORD ---- - - - --- - - --- ---- -- - _ -.. S 2'STAINLESS STEEL- JOSE C.HUERTAS P.E. FL LIC.NUMBER:61711 -_- -- - & DUST COVER vO.HIGH E NO.. REVISION DATE BY APPRVD BALL SICK V, m/..„,„„ 1 IMAMS Boynton Beach Utilities 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435 3 DATE 3/20/19 DRAWN BY.DDD PALMER ROAD& BAMBOO FCHECKED BY:Ca SHEET NO. B APPROVED BY:Jai LANE WATER& SEWER 6 OF 7 NAL SCALE:AS SHOW • •••• a. CV WE a. eRIDSIw + 1 1 -..ice„ -I- rnr Oso SRAM �E. 10.-0' 10-0• j 1•/� g. coHnxT -nx xc woN RREsswE PIPE 1 COWL,PPE - _g_--- -'�-_i_1131CI ATM gi PIPE An too, wMY . ��.7.s. ll IILrSIMwI1] OO Rrn • SH OM-I ANGLE!RAE -W PC 1110270114A, 4._ al C � NEf1f RIM WM / �fllL RylE1N 0011uDRmrrERR Ti 00(111111106 DR MAK o ROM AND 0NUTS100 TO E {'(10Y1),EYfIPT]'(Mot STGM REQUIRED(TV) CALV4®.CWT)rRH mop ALAN PARALLEL TO SIDMY -.• M 1B IEpN)M1DH 1101150 YOCO(r W.) V 10. REAPERS XRI-Y OR 0000 DRAM.STORM MICR 10'1W. (IMRT Dr FAG R-0le) *NAMED EON,MR.) FORCE...AID EGM),EAT) (PAM 0 a FAC 62-{+0). � .�• 23-1/2.(pREFERRET 11111111X211 OR V[LOW {'(.I.).OVA]'(w.)STORY 'C ri I F j Mrz A B REPAY.010) b Two[GMS a RESTRIHI UE EOMAD NOR DECT r�MM _ IO M. (MT r of FAG.CI- CRnY! ^� -- 1 1 T 1 : --.11.....i.. -at- 1303 0E -.4....A. I Ii 1 r IIYN1 WW 51090 RATER II y ' g( 1. 1-- C-PCO/K w)C1b*N 111 2§8 10370 Z O MEOW ORRCEWW.SEAR FORCE OaNO, I EO 110 M RECua00 RR. -- RCE MI y MACE M[ E� b •=III= e B r2A L "" / 3 PPE OM fT PJ - -- �".E wq b M {{ II Ly ® 03031 a'CL u aF-� . i i R 00311• APER POMP O�C d" -- ; l SXR rl o�r � I q _ 10'17P_ _ 2CLVY E{IP AID dWN� { MNIRAI I 1V.P ` - P.00 NC w7L.11M F{i {` 1 ( C 2LUIIN EMR. SEKR _ r i !� 3 BMSLO MT (E( ) 5 I. ERTMR SANT E 04111MED MM KGAWM,K Rom AND rens.TE ROM ND NUNS 5101 E A d / A 0'IML or PIVPED) RR JOBB(TIP.)J a 2. M MO EVE CRDSLD FOUR Ad CONETER TO TEE S 3000ITS 130 ISI P1WiEt.10 4PMTTY it S 5 DO NOT EACEED 750 OF ISE&POC'1 KERS ECOIYOUm WJNMI NOWT DOLLCTDN FOR DUCKS I E W ND WASTFRATER 00RCOWN. FF 2r C131113113)OSI 0004(PRfRR0) MON PIPE-MO DEFLECTOR AT M AfM 6 RIOTED FOR Pv.C.PIPE. NIZOD P •�--- MTM PACS DUCTILE BON _.__. -~• I .ENM4 Cr PK.C.PIPE SHALL OCT(00110 M FOLLC.MD PANAET0 5.' REFER TO DR22.G-2A MO 6-221 FOR McVONIK 7M KRIf SLPCRATON EWIREPOOs I I&{ &F 6 NC TRE ma MTI) w./norm MOUS(FT.) *10/4T) PQ Mt'EOlE)ICIlH G e' - - - --]O) I I:1 -. I i i i e .. G dI • SEER E 4011 LOTPMS SHALL CROSS 1A4KR 0700'Sr6 WITH 0 0{wIM OEM1GI 5(1010000 Of 0154111[0(+e)WCHF5. t i $ I - ly - ---PEoo - - • E(01103*(1*)MCH(5 Kan,.SE01PEE AT LIUNI E 0001310 ,M MTER Mw 541111 E DHP MD TIE SMTIARY d 3 .. ' g 11101*c-{m wale oft eE�rzR.No M wuY sEPrwAT,w WEE E SO(7)PICKS /� WM EPRESENrs M REWIRED stpw000 g 4. Au EnD®TD STEEL SANS E GOMeo MN 03.4.-TAR Doom. KIST llCLW 2 FORTHE eE Ywrr WATER m TTO HEROSS OYER 0*101 NV MSIwl E PP RAID TSERER SETNICE UH SCOOT TERAL A urtR�i1 SEPARATION 0-00 5 ao T wc. ..5,:r 300044 WALL N wel�wrs m�mIERWS MP3110 srsm ws Tw 5 'S male at 07+(0 141 KANN O.ER THEY DEA. �i RIL in;AI 6.2-55.3a.4 Ny NICO yyyl M.OAR E BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS g °-R' BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS 8 1 BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS r ^VNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS Tp EFF.DATE ND 10 EFf.DALE11'.11;1'.'1"1'14D1.5' Tp EFF.DATE TO EFF.DATE _ Y WATER MAINS SEWER SEPARATION x� tt1Te q� y 03 E nna q PY 41411 3 xwE Tvte Alp" STATEMENT PAOEMI{SFR X"'� HORIZONTAL SEPARATION DETAIL P YEM.eER .0 VERTICAL SEPARATION DETAIL P,�,R,�R '0 PRESSURE PIPE VERTICAL DEFLECTION NRAGEAMMER EN....ENT.. 0-2 F,6NEEPIGO.. 0-2A E1KA rEI .v.sN 0-2B EDN4BD. 3DWO. 0-3 UT3H MOTH(11)44' mum MRPArl EPIKDEM NE MO SIAL E GO R)Rn.P.[041([005 TO A 303104 Or M EWING VIER 1011•(OE THAT HAS ALREADY REPLACED BAST HA1mM1 KEN YCRRD.D0YMlr CALA.03 5 M LASE).IEDEA or TIRING IEE a 11210E OP M C3RMB7DN Or 0 9.000(0 (LINE DR SHE.ROOD 000111E MOOR 1D SRB-4041 TRH M DAMS FAA RAYL PER WON SARI K YRRM DEMO OMQ 2 MEN A N.A.TEE•POT 6 WALLED.A PRESSURE/LINAGE TEST SHAT K PERFORM)ON M ASsEYBLr W THE EN.C�>< E M DAMN L PK 1-1� .- DISTR4 WANE* PRESENCE K M AUIWII®/EWRIIEIIr RC10RESEMATM PRIOR TO PUfOPMMIL M AMIE IAP. I ] 1L TAPS CR PIPE{•M OYWRP•LARGER SNE.K WELLED AT M CENTE0/MRDOLI 00 A LEH51H Or PPE.N Poss.°E I -- r e' 1� A. Com.Y1*0 PDAMS PH,SR CdKCTDN To M'036000 114E rIL %i/ / I TQI•HLd!-17400 !. M 100(1)MCH WY E USED FDR FEEDING CHLORINE SOLURONS•F[X0 ATNOSPIER3 KM WRING PRESSURE/LFA01E TESR suRF1E ,p�{�•.°E1•�•r LEIN ND SOUR[[SAMPLE POM. - 041 ...se .� ..To RE PLACED ANo COvAcTLIE 5. PEER ID CAEN:ST NG..mut 01KS K OPERATED M OMR G.0PARDEN1 EMPLOYEES. PER RATERMPROP.,SPEC FKATDr6 DR • jY) ` INS[PER AASMO 11040 e'0aY 4 >. ALL RATER Marti ORAL K RDRGDIar Shan•FL...M 00 1101 N'[MIH KP7RIYENT*4*03 Knaa.PROP TO ry TUE Om.Psx Doom 5 EaRTED roa t coon.WE PRESsuETATIA. E TESTI..M Manua sm.E DONE ONLY M M PRESENCE Cr M AvnDMzm TEPAMMENr 11041410)Mus). ! RETRaDn1AE. � 0. OICEPT G16D SwreelNc a rLVSIYIG'1001 011100•SHNL NOT E OPDED uNTNL ARG M MPRO.ED PRCScwE/LLNw.E g I - F m.HOLT uNIT. I� ' rill y F �t AX nrA.urE COMFICATDN n M DONEM-Dr-RECORD a MDSE EWA THE PN1 KWH cowry 1 v ig I. DONFECTw a BAC1ERD OCAL CLLRMCES SARA MP.MIH CURRENT Awl MOOED...101 DEPUTMNT.RNA EACH : �• -f Uri. a - g 3 GOIM'r FLAY VAN CO ERYOn,IND REAM OEPARNOrt OF[033000411 PROTECT.EWMELENIS. S - 000110 MOTTLE PVOED AWB e - - IO. 2'MOSS On 41010203 PMR MALL E MARCO.ATTER 010705 INS KEN LONA TE).TEE OR SADDLE WALL E PL .EO YD DOM mon 1-leo j n 1 a LAPP10 MU MSPECI04 27 YIN. tea•wy Y WILL 9ZE TIROL IIMIIIIMMIM z T. CRY r6PEcTOR WALL E PR6911 AT M IMI Cr WRAC. I - j ® i • -STAGE 11 11 I 6 NOT y $ "0' t�Ey!-1rI u• 1 E b6 1 I WWI PMA COMPACTION. 8 MM. mWERE MPIYMLL IOACMA 410000) PER 011410 T-,e0 g �ErlsE/W/{1 Poen L 1 J - - -. �'- .- 8 I. REEK m OET1L MER 4-e TYWC TRENCH DRI.WOR Loomu.MO TATER.SPECOCA152•43 a 1 0010111 0101 1 ' ! 2. MSE wRRYI SIaLLDE 311111)M e uY06 10 rACN uT[R ✓` THE Rm.,Fp,M 11161 AND SECOND STAGES COMP1Tm m SHA or WXwM 0.4.1°,4.1:155.,,, (1603 PR 011100 T-T0D. (65 SHALL BE PLACED M{'urws(50310) 1, lirr ..-MORE APPlF 31*0370 51AIDN 6 ROT ^ FA L*1 ERNNED M•M D F. ]. 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