| 2023-03-24 07:55:28 | E23010020 - SUNVIEW MEDICAL CENTER - 1041 45TH ST. |
| | FIRST SUB |
| | |
| | COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR, |
| | ENGINEERING SERVICES DEPT., 561-494-1098 |
| | [email protected] : |
| | |
| | 1. 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-8 FOR WATER AND PER FAC 64-E.008 FOR SEWER. |
| | 2. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 3. 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] |
| | 4. PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND |
| | DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND |
| | SEWER LINES AND CLEANOUTS, GREASE TRAPS, ETC. INCLUDING |
| | STUBS TO EACH PROPERTY LINE FOR WATER AND SANITARY |
| | SEWERS, THE MAKE AND MODEL OF ALL VALVES, POTABLE AND |
| | IRRIGATION METERS, BACKFLOWS, FIRE HYDRANTS AND FDCS, |
| | AND OTHER 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. GATE |
| | VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR SIDEWALK. |
| | 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 INCLUDING PIPES SIZES AND |
| | MATERIALS, LOCATED ON THE RIGHT-OF-WAY. |
| | 5. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS, |
| | INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 6. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED |
| | LOCATION OF WATER METER AND BACKFLOW PREVENTION, AND |
| | EXISTING METER AND BACKFLOW (TO BE REMOVED?). BACKFLOWS |
| | SHALL BE INSTALLED ON PRIVATE PROPERTY OUTSIDE OF |
| | EASEMENTS AND RIGHTS OF WAY. DOMESTIC WATER METERS |
| | SHALL BE INSTALLED IMMEDIATELY ADJACENT TO PROPERTY |
| | LINE. 3 INCH AND LARGER WATER METERS SHALL BE INSTALLED |
| | ABOVE-GROUND ONLY. |
| | 7. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER (IF ANY) AS DCDA. SPECIFY |
| | LEAD FREE DESIGN ON ALL BACKFLOWS. |
| | 8. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING |
| | AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR |
| | GREATER. |
| | 9. 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. |
| | 10. PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER |
| | AND STORM LINES AT ALL UTILITY CROSSINGS WITHIN ROW PER |
| | CITY OF WEST PALM BEACH STANDARD DETAIL GN-2 SERIES. |
| | PLEASE SHOW ALL EXISTING AND PROPOSED UNDERGROUND |
| | UTILITY LAYOUT, INCLUDING FIBER OPTIC, ELECTRIC, GAS, |
| | AND CABLEVISION & TELECOMMUNICATION FACILITIES WITH |
| | PIPE MATERIAL AND SIZE, LOCATED ON THE RIGHT-OF-WAY. |
| | 11. 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. |
| | 12. PLEASE CLEARLY SHOW ROAD RIGHT OF WAY. |
| | 13. IF 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-4. |
| | 14. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 15. COORDINATE WITH PALM BEACH COUNTY FOR WORK IN THEIR |
| | RIGHT OF WAY. |
| | 16. PLEASE CONFIRM THAT PLANNING REVIEWED PROPOSED SITE |
| | REVISIONS. |
| | 17. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND |
| | INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER |
| | (E-XXXXXXXX). |
| | |
| | |
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| | COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPER., WPB PUBLIC UTILITIES, 561-822-2262 OR |
| | [email protected]: |
| | |
| | -CLEARLY SHOW AND LABEL SOUTH PROPERTY LINE. |
| | -FIRELINE BACKFLOW ASSEMBLY IS LEAKING AND NEEDS |
| | REPAIR. |
| | -CANNOT FIND WATER AND SEWER DEMAND CALCULATIONS ON |
| | SHEET C400. |
| | -ON LABEL OF PROPOSED BACKFLOW PREVENTER, REVISE |
| | WORDING TO RP BACKFLOW ASSEMBLY AND ADD SIZE OF |
| | BACKFLOW ASSEMBLY. |
| | -WHY IS ANOTHER METERED WATER SERVICE NEEDED? WHAT WILL |
| | IT BE FEEDING? |
| | -VERIFY PROPOSED 2 INCH METER WILL NOT FEED FIRE |
| | SPRINKLERS. |
| | -IF PROPOSED 2 INCH METER ON PRIVATE PROPERTY, THEN |
| | SHOW AND LABEL UTILITY EASEMENT. (MAY HELP TO PROVIDE |
| | BLOWUP DETAIL. |
| | -PROPOSED BACKFLOW ASSEMBLY SHOULD NOT BE IN RIGHT OF |
| | WAY. ADJUST LOCATION IF NEEDED. |
| | -ADD MARKUP NOTE TO STANDARD DETAIL WS1 THAT DUAL CHECK |
| | VALVE IS NOT USED WHEN A BACKFLOW ASSEMBLY IS BEING |
| | INSTALLED. |
| | -SHOW SAMPLE POINT IF NEEDED OR REQUIRED. |
| | -LABEL WATER MAIN AND WATER SERVICE WITH PIPE SIZE AND |
| | MATERIAL TYPE. |
| | |
| | NO COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS |
| | EXAMINER, [email protected] , 561-494-1101: |
| | |
| | -LABEL SIZE AND MATERIAL OF EXISTING WATER MAIN |
| | -SHOW ALL DRY UTILITIES ON PLAN VIEW |
| | -MAKE PROPERTY LINE MORE APPARENT |
| | -SHOW EXISTING FIRE HYDRANT ON EAST SIDE OF PROJECT, AS |
| | WELL AS CORRECT ALIGNMENT OF EXISTING FIRELINE |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPARTMENT (561) 494-1098 [email protected] |
| | |
