| Date |
Text |
| 2021-02-26 13:16:11 | Z20100014 ? CONGRESS CROSSING ? 2-18-2021 RESUB |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | |
| | -EXISTING 6INCH WATER PIPE RUNNING ACROSS ROAD IS NOT |
| | BEING BILLED OUT AS A FIRELINE AS PREVIOUSLY THOUGHT. |
| | NOTHING TO RESOLVE OR PROCESS WITH UTILITY BILLING |
| | CONCERNING IT. |
| | -FOR FORMAL ENGINEERING SUBMITTAL, ADD SEPARATE PAGE TO |
| | CIVIL PLANS WITH THE CITY OF WEST PALM BEACH WATER |
| | SERVICE STANDARD DETAILS THAT WILL BE UTILIZED AND MAKE |
| | SURE THEY ARE THE NEWEST REVISION. ALSO VERIFY THE GATE |
| | VALVE SIZE THAT IS BEING UTILIZED BETWEEN THE CROSS AND |
| | REDUCER ? IT SAYS 6INCH, BUT SEEMS LIKE IT WOULD NEED |
| | TO BE 8INCH. LASTLY, LABEL THE WATER SERVICE PIPING ON |
| | INSET A FOR THE 1.5? METERS WITH PIPE SIZE AND MATERIAL |
| | TYPE. |
| | |
| | COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR, |
| | ENGINEERING SERVICES DEPT., (561) 494-1098 |
| | [email protected] |
| | |
| | 1. CONFIRM THAT A COMPLETED LOS ANALYSIS SUMMARY TABLE |
| | HAS BEEN SUBMITTED DIRECTLY TO ENGINEERING (SHEET 33 OF |
| | CITY OF WPB DEVELOPMENT APPLICATION). |
| | 2. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY |
| | SEWER ARE REQUIRED. |
| | 3. 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. |
| | 4. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 5. 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] |
| | 6. FOR FORMAL ENGINEERING SUBMITTAL , 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. LABEL |
| | ALL UTILITIES AS EXISTING OR PROPOSED. 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. |
| | 7. FOR FORMAL ENGINEERING SUBMITTAL , CUT AND CAP |
| | UTILITIES NOT IN USE, AND REMOVE ANY ABANDONED UTILITY |
| | LINES LARGER THAN 2 INCHES FROM CITY RIGHT OF WAY. |
| | 8. FOR FORMAL ENGINEERING SUBMITTAL , PROVIDE DEDICATED |
| | UTILITY EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO |
| | PROPOSED UTILITY WATER METERS. |
| | 9. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| | ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER |
| | METER AND BACKFLOW PREVENTION. |
| | 10. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE CALLOUT |
| | DOMESTIC BACKFLOW PREVENTER AS RPPA AND FIRE BACKFLOW |
| | PREVENTER AS DCDA. SPECIFY LEAD FREE DESIGN ON ALL |
| | BACKFLOWS. |
| | 11. FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND |
| | NPDES NOI REQUIREMENTS WILL BE ENFORCED. |
| | - AN NOI IS REQUIRED FOR PROJECTS THAT: |
| | - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS |
| | THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF |
| | DEVELOPMENT OR SALE; |
| | - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE |
| | STATE OR TO SURFACE WATERS OF THE STATE THROUGH A |
| | MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4). |
| | - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF |
| | CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION |
| | THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL |
| | SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT |
| | OF THE 10-2 CERTIFICATION. |
| | 12. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES |
| | OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS. |
| | 13. 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. |
| | 14. FOR FORMAL ENGINEERING SUBMITTAL CLEARLY SHOW ROAD |
| | RIGHT OF WAY. |
| | 15. FOR FORMAL ENGINEERING SUBMITTAL PROVIDE SANITARY |
| | ELEVATIONS AT MANHOLE TIE-IN. |
| | 16. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES |
| | ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY |
| | LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT |
| | PARCELS (IF ANY). |
| | 17. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES |
| | ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL |
| | ADDRESSES. |
| | 18. 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-8. |
| | 19. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND |
| | INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER |
| | (Z-XXXXXXXX). |
| | |
| | |
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