| Date |
Text |
| 2021-04-02 08:03:20 | 1. 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 561-494-1079 FOR FURTHER |
| | ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION |
| | ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD |
| | SURVEY, POT-HOLING, SOFT DIGS ETC. |
| | 2. 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 |
| | 3. PLEASE SUBMIT PRELIMINARY UTILITY ENGINEERING PLANS. |
| | PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS OF |
| | ALL WATER, STORM WATER, 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. CUT AND CAP UTILITIES NOT IN USE, |
| | AND REMOVE ANY ABANDONED UTILITY LINES LARGER THAN 2 |
| | INCHES FROM CITY RIGHT OF WAY. |
| | 4. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE |
| | DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB |
| | DEVELOPMENT APPLICATION). |
| | 5. SHOW PROPOSED DUMPSTER ENCLOSURE PER CURRENT CITY OF |
| | WPB STANDARD DETAIL GC-7. |
| | 6. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY |
| | SEWER ARE REQUIRED. |
| | 7. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA. |
| | 8. PLEASE CLEARLY LABEL UTILITIES AS EXISTING OR |
| | PROPOSED. |
| | 9. PROVIDE CALCULATIONS ON PLANS OF EXISTING AND |
| | PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM |
| | AND PEAK) AND IRRIGATION AND FIRE FLOW DEMANDS. |
| | CALCULATIONS SHALL BE PER FAC 64E-6 FOR SEWER AND PER |
| | FAC 64-E.008 FOR WATER. |
| | 10. IS THERE A PROPOSED SANITARY CONNECTION? IF SO |
| | PROVIDE CCTV VIDEO OF EXISTING SANITARY AND STORM SEWER |
| | ALONG ENTIRE PROJECT FRONTAGE. |
| | 11. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| | EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS. |
| | 12. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| | ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER |
| | METER AND BACKFLOW PREVENTION. |
| | 13. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES |
| | OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS. |
| | 14. 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. |
| | 15. FOR FORMAL ENGINEERING SUBMITTAL CLEARLY SHOW ROAD |
| | RIGHT OF WAY. |
| | 16. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY MAINS |
| | ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY |
| | LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT |
| | PARCELS. |
| | 18. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER MAINS |
| | ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL |
| | ADDRESSES. |
| | 19. FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO |
| | PROVIDE 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH |
| | SIDE OF PROPOSED TRENCH IN CITY MAINTAINED ROADWAY |
| | AREAS PER CITY OF WPB STANDARD DETAIL GC-9. |
| | 20. PLEASE USE CITY OF WPB STANDARD DETAILS, CONTACT |
| | [email protected] FOR CAD FILE VERSIONS TO USE. |
| | 21. PLEASE RESPOND TO ALL COMMENTS IN WRITING. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR |
| | CITY OF WEST PALM BEACH PUBLIC UTILITIES, 561-822-2262 |
| | [email protected] |
| | |
| | PLEASE RESPOND TO THE FOLLOW COMMENTS IN WRITING: |
| | |
| | -WATER METERS AND ASSOCIATED BACKFLOW ASSEMBLIES NEED |
| | TO BE LOCATED ADJACENT THE PROPERTY LINE. THEY MUST NOT |
| | BE LOCATED IN ANY SIDEWALKS AND NEED TO HAVE OPEN |
| | ACCESS FROM THE ROW. DOMESTIC WATER METERS 3 INCH OR |
| | LARGER MUST BE ABOVE-GROUND. |
| | |
| | -WILL THE SIDEWALK NEAR THE GEORGIA AVE ENTRANCE DEAD |
| | END INTO THE GRASS? |
| | |
| | -USE DUCTILE IRON PIPE INSTEAD OF PVC FOR LARGE POTABLE |
| | WATER SERVICES/MAINS. |
| | |
| | -THERE WAS A BARBED WIRE FENCE NEAR THE PROPERTY LINE |
| | RUNNING DOWN GEORGIA AVE ? WILL IT REMAIN? |
| | |
| | -PLEASE ADD ADDRESS TO PROPERTIES ON EAST SIDE OF |
| | GEORGIA AVE NEAR THE PROPOSED 8 INCH WM RELOCATE ON |
| | WATER PLAN. |
| | |
| | -WHY DO THE 8 INCH AND 16 INCH WATER MAINS ON GEORGIA |
| | AVE NEED TO BE REROUTED? |
| | |
| | -DO NOT LOCATE WATER MAIN VALVES IN A DRIVEWAY OR |
| | DRIVEWAY APPROACH. |
| | |
| | -WATER PLAN DID NOT SHOW THE AREAS OF THE PERFORMANCE |
| | CENTER, MAINTENANCE BUILDING, PARKER AVE ROUNDABOUT, OR |
| | SOUTHEAST AREA NEAR GEORGIA/GREGORY INTERSECTION. |
| | PLEASE ADD ADDITIONAL PLAN SHEET SHOWING THOSE AREAS |
| | AND ANY EXISTING UTILITIES THERE. |
| | |
| | -WILL SEPARATE METERED WATER SERVICES BE NEEDED FOR THE |
| | PERFORMANCE CENTER, MAINTENANCE BUILDING, OR BATHROOM |
| | NEAR THE MAINTENANCE BUILDING? |
| | |
| | -WILL A SEPARATE METERED WATER SERVICE BE NEEDED FOR |
| | IRRIGATION? |
| | |
| | -FOR FORMAL ENGINEERING SUBMITTAL: ADD WATER DEMAND |
| | CALCULATIONS ON WATER PLAN, ADD SHEET WITH ASSOCIATED |
| | WPB WATER SERVICE STANDARD DETAILS. |
| | |
| | -PLEASE ADD VISUAL SCALE ICON AND SITE ADDRESS TO CIVIL |
| | PLAN SHEETS. |
| | |
| | -THERE IS AN EXISTING DRIVEWAY APPROACH ON MADDOCK ST |
| | AROUND 60 FEET EAST OF PARKER AVE. WILL IT BE USED FOR |
| | THE GOLF PARK? |
| | |
| | -DID NOT SEE A DEMOLITION PLAN. IS THERE ANY DEMOLITION |
| | BEING PROPOSED? |
| | |
| | -CONSIDER PARALLEL/DUAL BACKFLOW ASSEMBLIES FOR |
| | DOMESTIC WATER SERVICES TO REDUCE DOWNTIME DURING |
| | BACKFLOW MAINTENANCE. |
| | |
| | |
| | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPARTMENT |
| | DIRECT: (561) 494-1098 MOBILE: (561) 246-9525 |
| | FAX: (561) 494-1116 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
| | |
| |
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