| Date |
Text |
| 2022-11-08 14:08:40 | E22100031 - FPL KRAKEN SUBSTATION, FIRST REVIEW |
| | |
| | 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 SEWER (AVERAGE, MAXIMUM AND PEAK). |
| | CALCULATIONS SHALL BE PER FAC 64-E.008 FOR SEWER. |
| | 4. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 5. 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. 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 INCLUDING PIPES SIZES AND |
| | MATERIALS, LOCATED ON THE RIGHT-OF-WAY. |
| | 6. 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. |
| | 7. 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. |
| | 8. PLEASE CLEARLY LABEL ROAD RIGHT OF WAY. |
| | 9. IF SANITARY LINES ARE PROPOSED IN ROW PLEASE SHOW |
| | ADJACENT SANITARY LATERAL LOCATIONS AND SHOW ADDRESSES |
| | OF ADJACENT PARCELS. |
| | 10. 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. |
| | 11. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 12. PLEASE ADD ADDRESS TO COVER SHEET OF PLANS. |
| | 13. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND |
| | INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER |
| | (E-XXXXXXXX). |
| | |
| | COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPER., WPB PUBLIC UTILITIES, 561-822-2262 OR |
| | [email protected]: |
| | |
| | -VERIFY WELL WILL BE USED FOR IRRIGATION WATER, POTABLE |
| | WATER, AND LIFT STATION BACKFLOW ASSEMBLY WATER. |
| | |
| | -VERIFY SOURCES OF WATER-WASTE BEING PUMPED IN FORCE |
| | MAIN AND APPROXIMATE THE MONTHLY VOLUME OF WASTEWATER |
| | PUMPED. |
| | |
| | -WPB UTILITY BILLING IS REVIEWING HOW WASTEWATER WILL |
| | BE BILLED. FURTHER REQUIREMENTS MAY BE NEEDED BASED ON |
| | RESPONSE LETTER AND THEIR EVALUATION. |
| | |
| | -WHAT IS THE PRESSURE IN THE 16 INCH CITY FORCE MAIN |
| | PROPOSING TO CONNECT THE PRIVATE FORCE MAIN TO? |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | 1. CONVERSION FACTOR BETWEEN NAVD88 AND NGVD29 IS ON |
| | THE SURVEY (+1.56) IS DIFFERENT FROM WHAT IS LISTED ON |
| | THE ENGINEERING PLANS (-1.545). NOTE VALUES IN NGVD1929 |
| | SHOULD BE HIGHER THAN VALUES IN NAVD1988 FOR THE SAME |
| | GROUND POINT. I.E. 0.00 FT NAVD88 = +1.56 FT NGVD29 (OR |
| | +1.545 FT NGVD29). |
| | 2. PROVIDE PRB???S FOR ALL PIPE CONNECTIONS TO |
| | EXFILTRATION TRENCH TO PROLONG THE LIFE OF THE |
| | EXFILTRATION TRENCH. |
| | 3. CALLOUT INLET PROTECTION FOR THE EXISTING DRAINAGE |
| | STRUCTURES AT THE BEGINNING (EAST END) OF 47TH PLACE |
| | NORTH ROAD CONSTRUCTION. |
| | 4. INCORPORATE RIGHT OF WAY AS-BUILT INFORMATION FROM |
| | THE HOME PLACE DEVELOPMENT ON THE SOUTH SIDE OF 47TH |
| | PLACE NORTH. |
| | 5. SHEET E-KRA01J (1 OF 2) |
| | A. ADD NOTE SIMILAR TO GENERAL NOTE #14 BUT FOR WORK |
| | WITHIN CITY OF WEST PALM BEACH R/W???S. |
| | 6. SHEET E-KRA02 (SHEET 1 OF 7) |
| | A. THE PIPE SCHEDULE IS MISSING FOR THE PROPOSED 2 INCH |
| | PVC FORCE MAIN. |
| | |
| | COMMENTS FROM MIKE TECHNOW, PUB. UTILITIES ENGINEER, |
| | [email protected], 561-494-1047: |
| | |
| | - VERIFY THAT THE MOPS HAS BEEN DESIGNED TO PROVIDE |
| | ADEQUATE PRESSURE TO OVERCOME THE 518 FT. RUN AND |
| | CONNECTION INTO CITY SYSTEM. WAS THERE A PRESSURE TEST |
| | DONE ON THE CITY FM? |
| | |
| |
Print |
