| Date |
Text |
| 2019-10-07 11:58:24 | 1. THE CITY OF WEST PALM BEACH HAS A NUMBER OF |
| | REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY |
| | AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND |
| | WASTEWATER UTILITIES WITHIN THE CITY. PLEASE SEE |
| | DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK |
| | BELOW: HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH= |
| | ~\WPB_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION |
| | -FULL-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC0 |
| | 2A97B1960045731D3658206F27451722716EF |
| | THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE |
| | FOUND HERE: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBL |
| | IC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | 2. CODE OF ORDINANCES, CITY OF WEST PALM BEACH, |
| | FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED |
| | SEPT. 22, 2008. (SUPPLEMENT NO. 18) |
| | CHAPTER 90 UTILITIES, ARTICLE I. SEC. 90-7. |
| | POLICY REGARDING EXTENSION OF WATER OR SEWER SERVICE |
| | FACILITIES OF THE CITY. |
| | THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE |
| | CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY |
| | BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS, |
| | BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION. |
| | 3. AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH |
| | CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED, |
| | STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR |
| | MORE INFORMATION, REFER TO THE LINK BELOW: |
| | HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI |
| | CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL |
| | 4. PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS |
| | OF ALL WATER, STORMWATER, AND SANITARY AND SEWER LINES, |
| | INCLUDING STUBS TO EACH PROPERTY LINE FOR WATER AND |
| | SANITARY SEWERS, THE MAKE AND MODEL OF ALL VALVES, |
| | METERS, AND OTHERS DEVICES TO BE INSTALLED ON THE |
| | SYSTEM, CATCH BASINS, CULVERTS, DITCHES INCLUDING |
| | GRADES, PIPES SIZES, MATERIALS, ELEVATIONS, |
| | ASSUMPTIONS, CALCULATIONS, INVERT ELEVATIONS FOR ALL |
| | INLETS AND MANHOLES AND PROFILES OF SANITARY SEWER |
| | LINES. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE |
| | PROFILE VIEW. DIRECTION OF FLOW SHALL BE SHOWN ON PLAN |
| | VIEW ON PLAN VIEW FOR ALL SANITARY AND STORM SEWERS. |
| | ADDITIONALLY, PLAN VIEW SHALL SHOW ALL EXISTING AND |
| | PROPOSED UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER |
| | OPTIC, ELECTRIC, GAS, AND CABLEVISION & |
| | TELECOMMUNICATION FACILITIES LOCATED ON THE |
| | RIGHT-OF-WAY. PROVIDE PROFILE AND CLEARANCES AT ALL |
| | UTILITY CROSSINGS. |
| | 5. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY |
| | ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY |
| | RIGHT OF WAY. |
| | 6. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE |
| | DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB |
| | DEVELOPMENT APPLICATION). |
| | 7. PROVIDE CALCULATIONS ON PLANS OF EXISTING AND |
| | PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM |
| | AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS SHALL BE |
| | PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER. |
| | 8. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION |
| | (NAVD 88 AND NGVD 29) ON ALL SHEETS. |
| | 9. PLEASE PROVIDE CALCULATIONS OF EXISTING AND REVISED |
| | PERVIOUS AND IMPERVIOUS CALCULATIONS FOR THE PROPOSED |
| | IMPACTED AREAS. |
| | 10. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR |
| | PROPOSED SANITARY LATERALS. |
| | 11. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING |
| | PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT |
| | HIM AT 561-494-2262 OR [email protected] |
| | 12. PROVIDE UTILITY EASEMENTS TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITIES INCLUDING WATER METERS. |
| | 13. PLEASE PROVIDE 10 FT. MIN. HORIZONTAL CLEARANCE |
| | BETWEEN PROPOSED WATER AND SEWER LINES. |
| | 14. PLEASE SHOW 10 IN. X 6 IN. TAP AT POINT OF SERVICE |
| | (NO REDUCER). |
| | 15. PLEASE SHOW SLOPE % ON ALL SANITARY LINES AND CALL |
| | OUT MATERIAL. |
| | 16. PLEASE PROVIDE INLET ELEVATIONS AT PROPOSED |
| | MANHOLES. |
| | 17. SPECIFY WATER MAIN IN RIGHT OF WAY AS 6 IN. DIP |
| | MATERIAL. |
| | 18. PLEASE SHOW VALVE SIZES AND LOCATIONS. LABEL CITY |
| | POINT OF SERVICE. |
| | 19. LABEL WATER LINES AS ?PRIVATE? WHERE APPLICABLE. |
| | 20. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| | ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER |
| | METER AND BACKFLOW PREVENTION. |
| | 21. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE CALLOUT |
| | DOMESTIC BACKFLOW PREVENTER AS RPPA AND FIRE BACKFLOW |
| | PREVENTER AS DCDA. |
| | 22. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES |
| | OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS. |
| | 23. FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING |
| | APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT |
| | SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING |
| | SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED |
| | LEAD-FREE DESIGN. |
| | 24. FOR FORMAL ENGINEERING SUBMITTAL PROVIDE SANITARY |
| | ELEVATIONS AT MANHOLE TIE-IN. |
| | 25. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES |
| | ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY |
| | LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT |
| | PARCELS. |
| | 26. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES |
| | ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL |
| | ADDRESSES. |
| | 27. FOR FORMAL ENGINEERING SUBMITTAL, WHEN TRENCHING IN |
| | IN CITY MAINTAINED ROADWAY AREAS ADD NOTE TO PROVIDE 50 |
| | FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF |
| | PROPOSED TRENCH PER CITY OF WPB STANDARD DETAIL GC-9. |
| | 28. PLEASE RESPOND TO ALL COMMENTS IN WRITING. |
| | |
| | ----------------------------- |
| | |
| | PLEASE SEE ADDITIONAL COMMENTS FROM MARK HURLEY, |
| | CUSTOMER SERVICE SUPERVISOR CITY OF WPB UTILITIES: |
| | |
| | FAMILY CHURCH OFF VILLAGE (SHEET C-150) |
| | - PROP DDCV SHOULD BE LABELED WITH CORRECT WS SD # |
| | A.) SIZE OF DDCV SHOULD BE LABELED |
| | B.) NEED CITY POINT OF SERVICE VALVE ADDED IN THE 12? |
| | U.E BEFORE/UPSTREAM OF DDCV. |
| | C.) MATERIAL OF 6 IN. WATER MAIN NEEDS TO BE ADDED TO |
| | LABEL (DIP, ETC..). |
| | D.) EXISTING DDCV TO WEST WOULD HAVE TO BE UPGRADED TO |
| | COMPLIANT ASSEMBLY IF NOT ALREADY -> FIELD CUSTOMER |
| | SERVICE WOULD HAVE TO FIELD VERIFY. SIZE ALSO NEEDS |
| | LABELING. |
| | E.) WATER LINE FEEDING EXISTING FIRE HYDRANT NEEDS TO |
| | BE LABELED WITH SIZE. |
| | |
| | - IS THERE A FIRE FDC ON FIRELINE? DO NOT SEE ONE ON |
| | PLAN. DOES IT NEED ONE? (VERIFY WITH FIRE DEPT.) |
| | |
| | - NEED TO SHOW LOCATION AND SIZE OF EXISTING DOMESTIC |
| | WATER METER & BACKFLOW PREVENTERS. |
| | A.) PLAN DOES NOT MAKE SENSE- HOW WAS EXISTING 2 IN. |
| | DOMESTIC SERVICE FED AT BUILDING- PLAN DOES NOT SHOW |
| | ANY PIPING TO BE REMOVED ON UTILITY PLAN. |
| | |
| | - SHOW 6 IN. PVC FIRE PIPE TO THE EAST THAT IS BEING |
| | REMOVED ON THE UTILITY PLAN. |
| | |
| | MR. HURLEY CAN BE REACHED AT 561-494-2262 OR |
| | [email protected] |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | |
| | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPARTMENT |
| | DIRECT: (561) 494-1098 [email protected] |
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