| Date |
Text |
| 2021-04-02 08:10:17 | 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. 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. |
| | 9. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| | EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS. |
| | 10. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| | ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER |
| | METER AND BACKFLOW PREVENTION. |
| | 11. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES |
| | OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS. |
| | 12. 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. |
| | 13. FOR FORMAL ENGINEERING SUBMITTAL CLEARLY SHOW ROAD |
| | RIGHT OF WAY. |
| | 14. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY MAINS |
| | ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY |
| | LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT |
| | PARCELS. |
| | 15. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER MAINS |
| | ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL |
| | ADDRESSES. |
| | 16. 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. |
| | 17. PLEASE NOTE THAT A PRE-PPRC-SUBMITTAL MEETING WITH |
| | ENGINEERING SERVICES IS HIGHLY SUGGESTED. |
| | 18. STANDARD DETAILS ARE ILLEGIBLE, PLEASE CONTACT |
| | [email protected] FOR CAD FILE VERSIONS TO USE. |
| | 19. 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: |
| | |
| | -RETAINING WALL APPEARS TO ENCROACH ON LANDSCAPE BUFFER |
| | AND DRAINAGE EASEMENT. IS THAT ACCEPTABLE? |
| | |
| | -DOES YARD DRAIN GO UNDER PICNIC AREA? IF SO, WHERE |
| | DOES IT TERMINATE AT? |
| | |
| | -WATER SERVICE MAY REQUIRE ROAD PAVEMENT RESTORATION. |
| | |
| | -IF DOMESTIC WATER METER IS 3 INCH OR LARGER IT NEEDS |
| | TO BE INSTALLED ABOVE-GROUND. |
| | |
| | -WILL THE PROPOSED BUILDING HAVE A COMMERCIAL OFFICE? |
| | |
| | -WILL A SEPARATE METERED IRRIGATION WATER SERVICE BE |
| | NEEDED? |
| | |
| | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR, WEST PALM BEACH, FL |
| | 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | DIRECT: (561) 494-1098 |
| | MOBILE: (561) 246-9525 |
| | FAX: (561) 494-1116 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
| | |
| |
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