| 2023-03-02 15:45:33 | E23010043 - 512 CLEMATIS ST 1.31.23 SUBMITTAL |
| | |
| | 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-8 FOR WATER AND PER FAC 64-E.008 FOR SEWER. |
| | 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. 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. |
| | 7. PLEASE CUT AND CAP UTILITIES NOT IN USE AND REMOVE |
| | ANY ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM |
| | CITY RIGHT OF WAY. |
| | 8. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS, |
| | INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 9. 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. |
| | 10. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA. SPECIFY LEAD FREE |
| | DESIGN ON ALL BACKFLOWS. |
| | 11. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING |
| | AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR |
| | GREATER. |
| | 12. 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. |
| | 13. 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. |
| | 14. 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. |
| | 15. PLEASE PROVIDE SANITARY ELEVATIONS AT MANHOLE |
| | TIE-IN. |
| | 16. 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. |
| | 17. PLEASE COORDINATE WITH PUBLIC UTILITIES ABOUT |
| | ACCEPTANCE OF PROPOSED 4 FT. SANITARY MANHOLE. (5 FT. |
| | IS PREFERRED.) |
| | 18. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 19. 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]: |
| | |
| | -ADD WORDING ???ABOVE-GROUND??? TO LABEL OF PROPOSED 3 |
| | INCH METER AS WELL AS REFERENCE TO WATER SERVICE |
| | STANDARD DETAIL WS3. |
| | -THERE SHOULD BE A 4 INCH GATE VALVE AND BYPASS BEFORE |
| | REDUCER FOR PROPOSED 3 INCH METER PER WS3. |
| | -SEPARATE THE CALLOUT FOR THE 3 INCH RPPA WITH ANOTHER |
| | LEADER LINE AND ADD REFERENCE TO WATER SERVICE STANDARD |
| | DETAIL WS7. |
| | -VERIFY DCDA LOCATION IS ACCEPTABLE WITH FIRE MARSHAL |
| | LEDUC. |
| | -PROVIDE SIGNED AND SEALED FIRE FLOW CALCULATIONS AS |
| | DIRECTED IN NOTE 9 WS5. |
| | -ON LABEL FOR DCDA ADD REFERENCE TO WATER SERVICE |
| | STANDARD DETAIL WS5. |
| | -ADD SHEETS TO PLAN SET WITH ASSOCIATED WPB STANDARD |
| | DETAILS. SHOULD SEE AT LEAST WS5, WS3, WS7, WS1, WS2, |
| | WS6 AND POSSIBLY OTHERS. |
| | -PROVIDE SIGNED AND SEALED FLOW CALCULATIONS AS |
| | DIRECTED IN NOTE 7 WS7. |
| | -METER AND BACKFLOW LOCATIONS SEEM TO HAVE CHANGED |
| | SINCE PPRC. ENSURE LANDSCAPING TREES AND BUSHES ARE |
| | DISTANCED FROM WATER METERS AND BACKFLOW ASSEMBLIES, |
| | AND PROVIDED UPDATED LANDSCAPING PLAN SHOWING THE |
| | REVISED METER AND BACKFLOW LOCATIONS. |
| | -ENSURE COMPLYING WITH CONDITIONS IN SITE PLAN APPROVAL |
| | LETTER ISSUED BY WPB PLANNING, INCLUDING THOSE |
| | REGARDING IRRIGATION. |
| | -VERIFY PRIVATE FIRE SYSTEM WILL NOT HAVE ANY ADDED |
| | CHEMICALS OR AUXILIARY WATER SYSTEM SUCH AS A WELL OR |
| | TANK. |
| | -COMMUNICATE WITH GREG MIHALKO [email protected] FROM |
| | WPB PARKS DEPARTMENT CONCERNING THE PPRC IRRIGATION |
| | CONDITIONS AS THE EXISTING METER AND BACKFLOW PROPOSED |
| | TO BE RELOCATED IS FOR PARKS IRRIGATION. VERIFY HIS |
| | APPROVAL AND INDICATE WHAT HIS DIRECTIONS ARE. ALSO |
| | INDICATE IF ANOTHER METERED WATER SERVICE IS NEEDED, OR |
| | IF PRIVATE IRRIGATION WILL RUN OFF 3 INCH DOMESTIC |
| | METER. |
| | -PLANS REFERENCE IRRIGATION PLANS. ADD COPY OF |
| | IRRIGATION PLANS IN RESUBMITTAL PACKAGE. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | 1. ON EVERY SHEET WITH ELEVATION INFORMATION, LIST THE |
| | VERTICAL DATUM AND PROVIDE THE CONVERSION EQUATION TO |
| | NGVD1929. |
| | 2. INDICATE WHERE PROPOSED EAST PROPERTY LINE IS |
| | DETERMINED BY DIMENSIONING THE NORTH AND SOUTH PROPERTY |
| | LINES AND/OR DIMENSION FROM THE RAILROAD RIGHT OF WAY |
| | LINE. |
| | 3. PROVIDE CROSS SECTIONS FOR THE CLEMATIS ST AND |
| | QUADRILLE PLAZA DRIVE FRONTAGES FROM THE FACE OF THE |
| | BUILDING (PREFERABLY AT A DOOR OPENING) TO BEYOND THE |
| | CURB OR GUTTER. LABEL THE BUILDING LINE, R/W OR |
| | PROPERTY LINE, NAME OF THE R/W, SIDEWALKS, |
| | CURBS/GUTTERS, LANDSCAPING, PARKING, ETC. SHOW SURFACE |
| | BREAKS AND SURFACE SLOPES (AS PERCENTAGES). THE |
| | SIDEWALK IS NOT TO GO UP AND DOWN TO MEET THE DOOR |
| | OPENINGS ALONG THE BUILDING FRONTAGE. SHOW EXISTING |
| | CONDITIONS ON THE SECTIONS. |
| | 4. HATCH ANY SIDEWALKS TO BE REPLACED WITHIN THE RIGHT |
| | OF WAY. |
| | 5. LABEL THE SIZE AND MATERIAL OF ALL UTILITIES WITHIN |
| | THE RIGHT OF WAY. |
| | 6. PROVIDE THE EXISTING INVERT AND RIM ELEVATIONS FOR |
| | THE EXISTING DRAINAGE STRUCTURE THAT IS BEING CONNECTED |
| | TO WITH THE ONSITE DRAINAGE SYSTEM. |
| | 7. HOW WILL THE 1-FOOT SPACE BETWEEN THE BUILDINGS |
| | DRAIN? |
| | 8. HOW WILL THE AREA CONNECTED TO THE WEST DRIVEWAY IN |
| | THE ALLEY DRAIN? |
| | 9. COMPLETE THE DRAINAGE DESIGN. PROVIDE INVERT |
| | ELEVATIONS FOR THE 15??? RCP PIPE IN PLAN VIEW AND ON |
| | THE A3-C.S. DETAIL. R-TANK SYSTEM DETAILS HAVE NOTES |
| | STATING ??????SIZE TO BE DETERMINED DURING FINAL |
| | DESIGN??? AND ???10-INCH MAINTENANCE PORT (TYPICAL |
| | LOCATIONS TO BE VERIFIED BY ENGINEER)???. |
| | 10. LABEL THE TOP AND BOTTOM ELEVATIONS OF THE R-TANK |
| | SYSTEM. |
| | 11. DETAIL FOR A3-C.S. SHOWS ALL CONNECTING PIPES TO BE |
| | RCP. SITE DEVELOPMENT PLAN ONLY SHOWS THE OUTFALL PIPE |
| | AS RCP AND THE OTHER PIPES AS HDPE. |
| | 12. REVISE THE TYPICAL PARKING SPACES DETAIL TO MATCH |
| | THE CITY???S LAYOUT IN SECTION 94-485 OF THE CITY???S |
| | CODE OF ORDINANCES. THERE IS 12 INCHES OF OPEN SPACE |
| | BETWEEN THE PARALLEL 4-INCH STRIPES AND THE ENDS OF THE |
| | PARALLEL STRIPES ARE CONNECTED WITH A 4-INCH STRIPE. |
| | 13. INCLUDE THE CITY???S STANDARD DETAIL FOR TRENCH |
| | BACKFILL PAVEMENT RESTORATION. |
| | 14. PROVIDE A DETAIL FOR INLET PROTECTION ON THE |
| | POLLUTION PREVENTION PLAN. THE PPP APPEARS TO SHOW |
| | USING STAKED SILT FENCE. |
| | 15. NOTE ON THE LEFT SIDE OF THE PPP IS CUTOFF. |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS |
| | EXAMINER, [email protected] , 561-494-1101: |
| | |
| | -UNUSED SERVICE/METER ON NORTH END OF PROJECT WILL NEED |
| | TO BE REMOVED. (CUT AND CAP AT MAIN) |
| | -DIRECTION OF FLOW NOT SHOWN FOR PROPOSED SANITARY |
| | SEWER LATERAL |
| | -PROVIDE A PROFILE FOR SANITARY SEWER LATERAL FROM |
| | MANHOLE UP TO PROPERTY LINE. (THE APPROPRIATE CLEARANCE |
| | BETWEEN PROPOSED LATERAL AND EXISTING WM DOESN???T |
| | APPEAR TO BE MET). |
| | -CALL OUT PROPOSED MANHOLE AS ???DOGHOUSE??? MANHOLE |
| | -8??? CLEANOUT WILL BE REQUIRED FOR PROPOSED LATERAL |
| | (WILL SERVE AS CITY???S POINT OF SERVICE) |
| | -GREASE TRAP CONNECTION IS UNCLEAR, PLEASE SPECIFY |
| | (WILL CONNECTION BE MADE TO PROPOSED LATERAL OR |
| | EXISTING MAIN?) |
| | -6??? GATE VALVE FOR PROPOSED FIRE LINE WILL SERVE AS |
| | CITY???S POINT OF SERVICE, AN EASEMENT WOULD BE NEEDED |
| | IN THE PROPOSED LOCATION |
| | |
| | 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] |
| | |
| | |
