| Date |
Text |
| 2019-11-12 15:17:12 | 1. PLEASE RESPOND IN WRITING TO ALL COMMENTS WITH Z |
| | PERMIT NUMBER, PROJECT NAME AND ADDRESS. |
| | 2. 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. |
| | 3. 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. |
| | 4. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY |
| | ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY |
| | RIGHT OF WAY. |
| | 5. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE |
| | DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB |
| | DEVELOPMENT APPLICATION). |
| | 6. 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. |
| | 7. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION |
| | (NAVD 88 AND NGVD 29). |
| | 8. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 9. PLEASE RELOCATE ONSITE CLEANOUTS CLOSER TO PROPERTY |
| | LINE FOR PROPOSED SANITARY LATERALS. |
| | 10. 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] |
| | 11. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS |
| | FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 12. PLEASE CHECK TO SEE IF FDEP FORMS ARE NEEDED. |
| | 13. PLEASE CLEARLY LABEL CITY OF WPB POINTS OF SERVICE |
| | FOR UTILITY CONNECTIONS. |
| | 14. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| | ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER |
| | METER AND BACKFLOW PREVENTION. INCLUDE EASEMENT |
| | DEDICATION FOR WATER METER. |
| | 15. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE CALLOUT |
| | DOMESTIC BACKFLOW PREVENTER AS RPPA AND FIRE BACKFLOW |
| | PREVENTER AS DCDA. SPECIFY LEAD FREE DESIGN ON ALL |
| | BACKFLOWS. |
| | 16. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES |
| | OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS. |
| | 17. 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. |
| | |
| | SHEET C-09: |
| | 1. ADD PAVEMENT RESTORATION NOTE PER CITY OF WPB |
| | STANDARD DETAIL GC-9; CALLOUT LIMITS OF PAVEMENT |
| | RESTORATION. |
| | 2. EXISTING SANITARY LINE IN ALLEY IS 8 IN. C-900, NOT |
| | 12 IN. VCP. REVISE PLANS AND REVIEW CONNECTIONS. |
| | 3. EXISTING WATER SERVICE ON GARDENIA ST. IS 8 IN. DIP, |
| | NOT CONCRETE PIPE. REVISE PLANS AND REVIEW CONNECTIONS. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, CITY OF |
| | WPB PUBLIC UTILITIES FIELD CUSTOMER SERVICE SUPERVISOR: |
| | |
| | 1. FIRE HYDRANT IS SHOWN IN MIDDLE OF SIDEWALK -> |
| | RECOMMEND MAKING IT SAFER EITHER BY RELOCATING IT IN |
| | BETWEEN PLANTERS OR WITHIN A GRASS AREA. SHOULD ALSO |
| | CHECK TO SEE IF THE FIRE HYDRANT IS REQUIRED. THERE ARE |
| | EXISTING HYDRANTS AT THE EAST INTERSECTION AND ANOTHER |
| | ONE AT THE WEST. |
| | 2. DOMESTIC AND IRRIGATION METER APPEAR TO BE INSIDE |
| | THE BUILDING. THOSE NEED TO BE OUTSIDE IN A LOW/NON |
| | TRAFFIC AREA. RECOMMEND RELOCATING WATER SERVICES, OR |
| | CHANGING BUILDING/PROPERTY DESIGN/FOOTPRINT TO ALLOW A |
| | GRASS AREA WHERE THE METERS CAN BE LOCATED. THAT AREA |
| | SHOULD HAVE SMALL UTILITY EASEMENT CREATED AROUND IT IF |
| | PROTRUDING INTO PROPERTY LINES. IF DOMESTIC METER IS 3 |
| | IN. OR GREATER, SHOULD BE AN ABOVE-GROUND INSTALLATION. |
| | 3. DOMESTIC AND IRRIGATION BACKFLOW ASSEMBLIES APPEAR |
| | TO BE INSIDE THE BUILDING. THOSE SHOULD BE LOCATED |
| | OUTSIDE OF BUILDINGS ON PRIVATE PROPERTY AND NOT IN ANY |
| | ROW OR UE. THEY SHOULD NOT BE LOCATED IN MIDDLE OF |
| | SIDEWALK EITHER. BACKFLOW ASSEMBLIES WOULD NEED BE RP |
| | TYPE. |
| | 4. THERE ARE EXISTING UTILITY BOXES AROUND NORTH AND |
| | EAST SIDES OF PROPERTY IN THE SIDEWALK. PLAN SHOULD |
| | CALL THOSE OUT ALONG WITH WHAT WILL BE HAPPENING TO |
| | THEM (LEAVE AS IS, CUT BACK TO MAIN AND CAPPED, ETC?) |
| | 5. FIRELINE BACKFLOW ASSEMBLY WITH DETECTOR METER |
| | APPEARS TO BE INSIDE BUILDING. NEEDS TO BE LOCATED |
| | OUTSIDE ON PRIVATE PROPERTY (AND NOT IN ANY ROW, UE, OR |
| | MIDDLE OF SIDEWALK), UNLESS CITY OF WPB FIRE DEPARTMENT |
| | REQUIRES IT INSIDE THE BUILDING. |
| | 6. FDC APPEARS TO BE IN CONFLICT WITH A DOOR. |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | |
| | RICK ROSSANO, PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | DIRECT: (561) 494-1098 |
| | [email protected] |
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