| Date |
Text |
| 2021-02-04 11:32:26 | COMMENTS PER RICK ROSSANO, PROJECT COORDINATOR, CITY |
| | WPB ENG SERVICES, (561) 494-1098 [email protected] |
| | |
| | 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. TO VIEW |
| | DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AND OTHER |
| | ENGINEERING RELATED DOCUMENTS, OPEN A BROWSER IN CHROME |
| | AND GO TO: WWW.WPB.ORG/ENGDOCS . TO LOGIN, UNDER |
| | ?EMAIL? ENTER [email protected] ; UNDER ?PASSWORD? ENTER |
| | SIMPLE321# |
| | THERE ARE 4 PAGES OF AVAILABLE ENGINEERING DOCUMENTS |
| | FOR YOUR USE. |
| | 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, OPEN A BROWSER IN CHROME AND GO TO: |
| | WWW.WPB.ORG/ENGDOCS .TO LOGIN, UNDER ?EMAIL? ENTER |
| | [email protected] ; UNDER ?PASSWORD? ENTER SIMPLE321# |
| | CROSS-CONNECTION CONTROL MANUAL IS ON PAGE 4. |
| | 4. PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY |
| | OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC |
| | RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF |
| | YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE |
| | MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL |
| | IN THE WPB ENGINEERING SERVICES DEPARTMENT AT |
| | [email protected] OR 561-494-1040 FOR FURTHER |
| | ASSISTANCE. |
| | 5. 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. |
| | PLEASE SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT |
| | MATERIAL. 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. |
| | 6. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY |
| | ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY |
| | ROW. |
| | 7. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE |
| | DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB |
| | DEVELOPMENT APPLICATION). |
| | 8. 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. |
| | 9. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION |
| | (NAVD 88 AND NGVD 29). |
| | 10. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND |
| | STORMWATER ALONG ENTIRE PROJECT FRONTAGE. |
| | 11. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 12. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR |
| | PROPOSED SANITARY LATERALS. |
| | 13. PLEASE LABEL WATER LINES AS PRIVATE WHERE |
| | APPLICABLE. |
| | 14. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED |
| | LOCATION OF WATER METER AND BACKFLOW PREVENTION. |
| | 15. 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] |
| | 16. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS |
| | FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 17. PLEASE CONFIRM THAT SUBMITTED CIVIL PLANS ARE |
| | SHOWING UP TO DATE ASBUILT INFRASTRUCTURE INFORMATION. |
| | PLEASE CLEARLY INDICATE EXISTING AND PROPOSED WATER AND |
| | SEWER UTILITIES. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | |
| | -WPB SERVICE AVAILABILITY LETTER SAID WATER LINES WOULD |
| | NEED TO BE UPSIZED AND WASTEWATER UPGRADED. PLEASE |
| | DETAIL UPSIZING AND UPGRADING PROPOSED. |
| | |
| | -ADD SIZE OF WATER METERS AND BACKFLOW ASSEMBLIES. IF |
| | DOMESTIC WATER METERS ARE 3INCHES OR LARGER, THEY WILL |
| | NEED TO BE ABOVE-GROUND. |
| | |
| | -ADD LABEL TO DOMESTIC AND RESIDENTIAL BACKFLOW |
| | ASSEMBLIES THAT THEY NEED TO BE RP TYPE. |
| | |
| | -CANNOT HAVE WATER METER BOXES AND WATER SERVICES IN |
| | DRIVEWAYS OR DRIVEWAY APPROACHES. |
| | |
| | -RECOMMEND PARALLEL/DUAL BACKFLOW ASSEMBLIES FOR THE |
| | DOMESTIC WATER SERVICES TO DECREASE WATER OUTAGES |
| | DURING BACKFLOW ASSEMBLY MAINTENANCE. |
| | |
| | -LABEL ALL FIRE HYDRANTS ON WATER/UTILITY ENGINEERING |
| | PLAN. |
| | |
| | -VERIFY FDC DISTANCE TO FIRE HYDRANT IS ACCEPTABLE. |
| | |
| | -FOR FORMAL ENGINEERING SUBMITTAL: ADD BLOWUP DETAILS |
| | OF WATER METERS AND BACKFLOW AREAS, LABEL ALL WATER |
| | SERVICE PIPE MATERIAL AND SIZE, ADD WATER SERVICE |
| | STANDARD DETAILS USED |
| | |
| | -ONE DDCVA LOOKS TO BE CONFLICTING WITH A WALL. |
| | |
| | -VERIFY IF ALL WATER METERS AND BACKFLOW ASSEMBLIES ARE |
| | OUTSIDE OF THE BUILDINGS. |
| | |
| | -WHAT IS THE VERTICAL CLEARANCE DISTANCE FROM BOTTOM OF |
| | BRIDGE TO STREET? |
| | |
| | -AN AERIAL BRIDGE OVER CITY WPB R/W WOULD REQUIRE CITY |
| | WPB APPROVAL. |
| | |
| | -TREE APPEARS TO CONFLICT WITH BRIDGE. |
| | |
| | -THERE APPEAR TO BE SEVERAL TREE CONFLICTS WITH THE |
| | METERED WATER SERVICES. PLEASE CREATE BETTER CLEARANCE |
| | AND ADD ROOT BARRIERS. |
| | |
| | -VERIFY THAT FIRE HYDRANT ON SOUTH SIDE OF EUCALYPTUS |
| | IS PROPOSED AND NOT EXISTING. |
| | |
| | -MORE DIRECTION ON EXISTING WATER SERVICES WILL BE |
| | PROVIDED AT FORMAL ENGINEERING SUBMITTAL, BUT LIKELY BE |
| | REQUIRED TO REMOVE UNUSED ONES. |
| | |
| | -THERE ARE EXISTING WATER AND SEWER MAIN UTILITIES IN |
| | MIDDLE OF THE NORTH PROPERTY. WHERE ARE THEY BEING |
| | RELOCATED? |
| | |
| | -SW PROPERTY COMMERCIAL METER AND BACKFLOW ARE TOO FAR |
| | FROM PROPERTY LINE. |
| | |
| | -SHOW EXISTING AND PROPOSED UTILITY EASEMENTS. |
| | |
| | -WILL THERE BE AN FDC FOR THE SW PROPERTY? |
| | |
| | |
| | COMMENT PER MANNY GONZALEZ, AS OF 2-11-2021. CALL |
| | 561-818-1322: |
| | |
| | SEWER RUNNING EAST OF NORTH LOT WILL NEED A MANHOLE AT |
| | PROPERTY LINE. |
| | FIRE DEPT. WILL REQUIRE NEW FIRELINE TO BE DIRECTLY |
| | FROM A CITY WATERMAIN AND NOT SPLIT OFF DOMESTIC WATER |
| | METER. |
| | PROPOSED SEWER SHALL BE 8 IN. DIAMETER TO N. DIXIE HWY. |
| | THIS WILL REQUIRE A 5 FT. DIAMETER MANHOLE WITH INSIDE |
| | DROP. |
| | |
| |
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