| Date |
Text |
| 2023-06-09 15:55:28 | E23040038 ??? BIG DADDY???S ??? 4000 S DIXIE HWY FIRST |
| | REVIEW 4.21.23 |
| | |
| | COMMENTS FROM LINDA QUINONES-CINTRON, PROJECT |
| | COORDINATOR, ENGINEERING SERVICES DEPT., 561-494-1085 |
| | [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 CLEARLY SHOW ROAD RIGHT OF WAY. |
| | 16. PLEASE PROVIDE SANITARY ELEVATIONS AT MANHOLE |
| | TIE-IN. |
| | 17. IF SANITARY LINES ARE PROPOSED IN ROW PLEASE SHOW |
| | ADJACENT SANITARY LATERAL LOCATIONS AND SHOW ADDRESSES |
| | OF ADJACENT PARCELS. |
| | 18. IF WATER LINES ARE BEING REPLACED IN ROW, SHOW |
| | ADJACENT PARCEL ADDRESSES. |
| | 19. 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. |
| | 20. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 21. 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]: |
| | |
| | -HISTORIC PICTURES SHOW GUY WIRE ANCHOR WEST OFF |
| | EXISTING UTILITY POLE NEAR NORTHEAST CORNER OF |
| | PROPERTY. WILL IT REMAIN? |
| | |
| | -SHOW ALL FRANCHISE UTILITIES NEAR WORK AREAS. |
| | |
| | -THERE ARE A COUPLE VAULTS THAT LOOK TO BE PARTIALLY |
| | COVERED BY PROPOSED BUILDING. |
| | |
| | -IF HAVE A SURVEY, ADD IT TO RESUBMITTAL PACKAGE. |
| | |
| | -IF THERE IS A LANDSCAPING PLAN, ADD IT TO RESUBMITTAL |
| | PACKAGE. |
| | |
| | -VERIFY THAT BUILDING WILL HAVE NO FIRE SPRINKLERS. |
| | |
| | -FOR WATER METER AREA ENLARGED DETAIL: PLEASE ADD |
| | REFERENCE TO THE ASSOCIATED WATER SERVICE STANDARD |
| | DETAIL TO THE LABELS FOR THE WATER METERS AND BACKFLOW |
| | ASSEMBLIES; ALSO ADD GRAPHIC SCALE. |
| | |
| | -SHEET C3.3: ADD MARKUP NOTE TO WS1 THAT DUAL CHECK IS |
| | NOT USED WHEN A BACKFLOW ASSEMBLY IS BEING INSTALLED. |
| | |
| | -EXISTING IRRIGATION METER IS 5/8???. PLEASE VERIFY |
| | WILL NEED INCREASE TO ?????. |
| | |
| | -EXISTING DOMESTIC METER IS 5/8???. PLEASE VERIFY WILL |
| | NEED INCREASE TO 1???. |
| | |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | 1. STORMWATER MANAGEMENT CALCULATIONS |
| | A. REVIEW PAVEMENT SURFACE STORAGE VALUE OF 0.28 AC-FT |
| | AT ELEVATION 12.5 FT NAVD. REVIEWER CALCULATED STORAGE |
| | VALUE OF 0.19 AC-FT. |
| | |
| | 2. FDOT PERMIT WILL BE NEEDED FOR THE WORK WITHIN THE |
| | RIGHTS OF WAY OF S. DIXIE HWY AND SOUTHERN BLVD. |
| | |
| | 3. SHEET C2.1 |
| | A. SEE COMMENTS FOR SHEETS C2.2 AND C4.1 FOR ITEMS TO |
| | SHOW AS PROPOSED IMPROVEMENTS ON SHEET C2.1 |
| | B. SHOW AND LABEL 2-FT LANDSCAPE OVERHANG OF PARKING |
| | SPACES. |
| | |
| | 4. SHEET C2.2 |
| | A. REPLACE ALL EXISTING DRIVEWAY APRONS WITH TYPE |
| | ???F??? CURB AND GUTTER AND SIDEWALK. |
| | B. DROP CURB CALLED OUT FOR PROPOSED DRIVEWAYS TO |
| | SOUTHERN BLVD AND TO S. DIXIE HWY. SECTIONS A AND B ON |
| | SHEET C3.2 CALL OUT 3 FT WIDE VALLEY GUTTER. |
| | C. CONFIRM WITH FDOT THE DIVIDER ISLAND AND THE |
| | EXTENSION OF TYPE ???D??? CURBS ON BOTH SIDES OF THE |
| | DRIVEWAY TO S. DIXIE HWY CAN ENCROACH INTO THE RIGHT OF |
| | WAY. |
| | |
| | 5. SHEET C3.2 |
| | A. SECTION A |
| | I. EXTEND SECTION TO THE HIGH POINT OF THE DRIVEWAY. |
| | SHOW DISTANCE FROM THE HIGH POINT TO THE R/W LINE. |
| | B. SECTION B |
| | I. CONSIDER DRIVEWAY SECTION A1 PER FDOT STANDARD PLAN |
| | INDEX 522-003. |
| | II. CONSIDER DROP CURB INSTEAD OF 3 FT WIDE VALLEY |
| | GUTTER. |
| | C. SECTION C |
| | I. SHOW 2 FT LANDSCAPE OVERHANG OR ADD WHEEL STOPS AND |
| | INCREASE PARKING STALL DEPTHS TO 18 FEET AND REDUCE THE |
| | DRIVE AISLE WIDTH TO 26 FEET. |
| | II. WHAT IS THE 2 FT DIMENSION FOR ON THE LEFT SIDE OF |
| | THE SWALE? |
| | |
| | 6. SHEET C4.1 |
| | A. SHOW REMOVAL OF SIDEWALK, CURB AND GUTTER ALONG |
| | MALVERNE ROAD FRONTAGE TO MATCH WHAT IS PROPOSED AS NEW |
| | CONCRETE WORK ON SHEET C2.1. |
| | B. SHOW REMOVAL OF EXISTING DROP CURB FOR THE EXISTING |
| | NORTH DRIVEWAY TO S. DIXIE HWY. |
| | C. SHOW REMOVAL OF SIDEWALK, CURB AND GUTTER AT |
| | PROPOSED DRIVEWAY LOCATIONS. |
| | |
| | |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS |
| | EXAMINER, [email protected] , 561-494-1101: |
| | -LIST SIZE AND MATERIAL FOR ALL EXISTING AND PROPOSED |
| | UTILITIES |
| | -LABEL ALL EXISTING UTILITIES WITH IN THE PROJECT |
| | SCOPE, INCLUDING DRY/FRANCHISE UTILITIES |
| | -PROVIDE PROFILES FROM THE TAP TO THE CITY'S POINT OF |
| | SERVICE TO ENSURE PROPER CLEARANCES FOR UTILITY |
| | CONFLICTS |
| | -PROVIDE PROJECT ADDRESS AS WELL AS ADJACENT PARCELS |
| | -SHOW ALL UNDERGROUND DRY UTILITIES WITHIN THE PROJECT |
| | LIMITS |
| | -DENOTE THE LIFT STATION BOUNDARY THAT THE PROJECT |
| | FALLS WITHIN |
| | -PRINT SHEETS SO THAT THEY ARE TO SCALE ON 11X17 PAPER |
| | -SHOW FULL EXTENTS OF WM ALONG PROJECT SCOPE |
| | -DENOTE REMOVAL OF ALL EXISTING SERVICES/METERS NOT TO |
| | BE USED UP TO THE MAIN |
| | -SHOW ALL VALVES AND APPURTENANCES LEGIBLY ON PLAN VIEW |
| | -CLEARANCE BETWEEN SANITARY SEWER LATERAL AND WATER |
| | MAIN NOT IN COMPLIANCE WITH DETAIL GN-2.1 STANDARDS |
| | REGARDING VERTICAL CLEARANCE BETWEEN PIPES. |
| | |
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