| Date |
Text |
| 2021-08-17 10:58:26 | 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. PLEASE 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. |
| | 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. |
| | 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 LABEL DEDICATED UTILITY EASEMENTS 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. |
| | 10. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA. SPECIFY LEAD FREE |
| | DESIGN ON ALL BACKFLOWS. |
| | 11. 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. |
| | 12. PLEASE PROVIDE PROFILES OF WATER AND SEWER IN ROW |
| | AND SHOW ANY CROSSINGS/CONFLICTS. |
| | 13. 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. |
| | 14. PLEASE CLEARLY SHOW ROAD RIGHT OF WAY. |
| | 15. PLEASE PROVIDE SANITARY ELEVATIONS AT MANHOLE |
| | TIE-IN. |
| | 16. IF SANITARY LINES ARE PROPOSED IN ROW PLEASE SHOW |
| | ADJACENT SANITARY LATERAL LOCATIONS AND SHOW ADDRESSES |
| | OF ADJACENT PARCELS. |
| | 17. IF WATER LINES ARE BEING REPLACED IN ROW, SHOW |
| | ADJACENT PARCEL ADDRESSES. |
| | 18. WHEN 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. |
| | 19. PLEASE ADD PROJECT ADDRESS TO COVER SHEET. |
| | 20. 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, 561-494-2262 OR |
| | [email protected]: |
| | |
| | -NORTH-SOUTH DIMENSION OF 3INCH AND 4INCH METERS LOOK |
| | TOO SMALL. THERE IS A LARGE UNDERGROUND MAINTENANCE |
| | BYPASS. PLEASE MAKE SURE WATER PLAN ACCURATELY DEPICTS |
| | THE FOOTPRINT. MAY NEED TO ADJUST IRRIGATION SERVICE |
| | SLIGHTLY SOUTH TO MAKE ROOM. |
| | |
| | -ON THE WATER PLANS CALLOUT SOME DISTANCES BETWEEN |
| | PIPES WHERE THEY ARE CLOSE TOGETHER. IT IS HARD TO TELL |
| | FROM THE SCALE. |
| | |
| | -LABEL THE GATE VALVES IMMEDIATELY UPSTREAM OF DCDA?S |
| | AS POINT OF SERVICE. |
| | |
| | -SHOW AND LABEL ALL EXISTING GATE VALVES ON 16 INCH AND |
| | 8 INCH WATER MAINS ON GEORGIA AVE. |
| | |
| | -MULTIPLE LINESTOPS OR INSERTION VALVES MAY BE REQUIRED |
| | FOR THE WATER MAIN REROUTINGS. |
| | |
| | -ADD GATE VALVE AT SOUTH SIDE OF 16 INCH WATER MAIN |
| | REROUTE BETWEEN EXISTING MAIN AND 45. ADD GATE VALVE |
| | ACROSS GEORGIA AVE AT SIMILAR LOCATION FOR THE 8 INCH |
| | WATER MAIN REROUTE. |
| | |
| | -ADD DIP TO LABELS FOR THE NEW 16 INCH AND 8 INCH WATER |
| | MAINS ON GEORGIA AVE. |
| | |
| | -C3.2. CHECK THE DESIGN AND LABELING FOR THE FIRE AND |
| | DOMESTIC ALONG THE NORTH RUN FROM EAST TO WEST. LOOKS |
| | LIKE THE LINES AND BRANCHES ARE GETTING TRANSPOSED AND |
| | MISLABELED. |
| | |
| | -SHOW THE ICONS FOR THE LARGE METER BACKFLOW ASSEMBLIES |
| | SIMILARLY. THE NORTH ONE DOES NOT DEPICT THEM WELL LIKE |
| | THE SOUTHERN ONES. |
| | |
| | -DETAIL/LABEL THE TRANSITION UPSTREAM OF THE 3 INCH |
| | METERS AND DOWNSTREAM OF THE TAPPING VALVES. |
| | |
| | -DEMO PLAN APPEARS TO SHOW WORK ENCROACHING ON PALM |
| | BEACH COUNTY PROPERTY. VERIFY THAT IS ALRIGHT. |
| | |
| | -LABEL WATER SERVICE PIPING UPSTREAM OF IRRIGATION |
| | METER WITH PIPE SIZE AND MATERIAL TYPE. |
| | |
| | -ADD RP TO LABEL FOR IRRIGATION BACKFLOW. |
| | |
| | -C3.3 ADD RP TO LABEL FOR 2.5INCH BACKFLOW. |
| | |
| | -CANNOT LOCATE MANY CLEANOUTS. MAKE SURE ALL SEWER |
| | LATERAL CLEANOUTS ARE SHOWN AND LABELED. SPECIFICALLY |
| | CHECK THE FAR NORTHWEST BUILDING. |
| | |
| | -MAINTENANCE BUILDING WATER PLAN NEEDS TO BE |
| | REDESIGNED. 16 INCH WATER MAIN WHERE 6 INCH FIRE MAIN |
| | IS PROPOSED CANNOT BE USED. CLOSEST TAP LOCATION WOULD |
| | BE GREGORY/GEORGIA FOR ADDITIONAL WATER SERVICES. FIRE |
| | HYDRANT NEAR BUILDING WOULD BE PRIVATE AND DOWNSTREAM |
| | OF A DCDA. WATER METERS WOULD BE ADJACENT |
| | GEORGIA/GREGORY |
| | |
| | |
| | COULD NOT FIND RESPONSES FOR PRIOR PPRC REVIEW |
| | COMMENTS: |
| | |
| | -THERE IS NOT MUCH INFORMATION ON THE TWO 400 SF |
| | RESTROOM BUILDINGS IN THE MIDDLE OF THE GOLF COURSE. |
| | PLEASE PROVIDE AT LEAST THE FOLLOWING INFORMATION: 1) |
| | WILL THEY BE PERMANENT STRUCTURES? 2) HOW WILL WATER |
| | AND SEWER UTILITY FOR THEM BE TAKEN CARE OF? |
| | |
| | -IS THE EXISTING GRAVEL AND DIRT MAINTENANCE ROAD |
| | SUFFICIENT FOR THE VEHICLE TRAFFIC TO THE PROPOSED |
| | MAINTENANCE BUILDING? WILL IT ALSO BE OPEN ACCESS AT |
| | GREGORY RD WITH NO GATES/FENCES? |
| | |
| | -WILL THE MAINTENANCE BUILDING HAVE ANY FIRE |
| | SPRINKLERS? IS ANY OTHER FIRE PROTECTION WATER SUCH AS |
| | FIRE HYDRANTS NEEDED AROUND THAT AREA OF THE PROPERTY? |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | SHEET C1.0 |
| | 1. SHOULD THERE BE A YIELD LINE AT THE YIELD SIGN(S)? |
| | 2. ARE A STOP SIGN AND STOP BAR NEEDED AT EAST END OF |
| | THE 7 SPACE PARKING LOT EAST OF CART STORAGE AND/OR FOR |
| | WEST BOUND TRAVEL LANE GOING TOWARD THE CART BARN? |
| | 3. SHOW THE 2? LANDSCAPE OVERHANG LINE FOR THE PARKING |
| | SPACES DESIGNED WITH THE OVERHANG. |
| | |
| | SHEET C2.0 |
| | 1. PRB?S NOT NECESSARILY NEEDED IN DRAINAGE STRUCTURES |
| | NOT CONNECTED TO EXFILTRATION TRENCH SUCH AS CI#12 AND |
| | CI#13. |
| | 2. REVIEW THE PARKING LOT GRADES SHOWN ON SECTIONS A-A |
| | AND B-B AND THE FFE ON SECTION C-C VS. THE PLAN GRADE |
| | ELEVATIONS. |
| | |
| | SHEET C2.3 |
| | 1. NUMBER THE DRAINAGE STRUCTURES |
| | 2. PIPE INVERT ELEVATION (24.00 FT NAVD) IN |
| | EXFILTRATION TRENCH DETAIL DOES NOT MATCH THE PLAN VIEW |
| | INVERT ELEVATIONS AT THE CATCH BASINS (26.00 FT NAVD). |
| | 3. THERE MAY BE INSUFFICIENT COVER OVER THE |
| | EXFILTRATION TRENCH AT THE NORTH CB. |
| | 4. PROVIDE CROSS SECTION OF THE PROPOSED ROAD TO THE |
| | PERFORMANCE BUILDING. WILL IT BE A SHED SECTION SLOPING |
| | TO THE SOUTH? |
| | |
| | SHEET C2.4 |
| | 1. IT APPEARS THERE IS A WATER MAIN CROSSING BOTH |
| | EXFILTRATION TRENCHES. |
| | 2. SUGGEST ADDING PRB?S TO THE DRAINAGE STRUCTURES TO |
| | EXTEND THE LIFE OF THE EXFILTRATION TRENCHES. |
| | 3. WHERE DOES THE WATER GO AFTER IT LEAVES (BUBBLES |
| | UP?) THE CONTROL STRUCTURE CB#4? |
| | |
| | SHEET C4 |
| | 1. HOW DOES THE CONTRACTOR KNOW WHICH EXFILTRATION |
| | TRENCH DETAIL TO USE? |
| | |
| | SHEETS ESC.3 AND D.3 |
| | 1. PROVIDE SILT FENCE AROUND DEMOLITION AREA TO CONTROL |
| | SEDIMENT MIGRATION. |
| | |
| | THE SFWMD ERP FOR THE DEVELOPMENT WILL NEED TO BE |
| | PROVIDED. |
| | |
| | 8-18-21 - COMMENTS FROM LAURA LE, PUBLIC UTILITIES |
| | ENG., [email protected], 561-494-1093: |
| | |
| | SHEET 3.3: |
| | MANHOLE ELEVATIONS ARE ILLEGIBLE ON OUR PLAN SETS. |
| | PLEASE REVISE. |
| | PLEASE ADD NOTE TO CAP/GROUT ANY UNUSED EXISTING |
| | SANITARY LATERALS GOING TO EXISTING MANHOLES. |
| | PLEASE PROVIDE CCTV FROM ONSITE MANHOLE TO PARKER AVE. |
| | |
| | |
| | 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] |
| | |
| |
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