| Date |
Text |
| 2023-03-13 14:15:06 | E23020006 ??? HOWARD PARK TENNIS CENTER ??? INITIAL |
| | REVIEW 2.8.2023 |
| | |
| | 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. 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. |
| | 3. 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] |
| | 4. 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. |
| | 5. 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. |
| | 6. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA. SPECIFY LEAD FREE |
| | DESIGN ON ALL BACKFLOWS. |
| | 7. SHEET C.100 ??? DEMO PLAN HAS LEGEND SYMBOL FOR SILT |
| | FENCE, BUT SILT FENCE IS NOT CALLED OUT ON DRAWING. |
| | 8. SHEET H.200 ??? BACKFLOWS CALLED OUT ON THIS SHEET |
| | ARE NOT SHOWN ON UTILITY SHEET. |
| | 9. SHEET C5.10 ??? STANDARD DETAILS ARE ILLEGIBLE. |
| | 10. PLEASE SHOW ALL EXISTING AND PROPOSED UNDERGROUND |
| | UTILITY LAYOUT, INCLUDING FIBER OPTIC, ELECTRIC, GAS, |
| | AND CABLEVISION & TELECOMMUNICATION FACILITIES WITH |
| | PIPE MATERIAL AND SIZE. |
| | 11. 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. |
| | 12. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 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]: |
| | -SURVEY REPORT NOTE 6 SAYS THAT THERE MAY BE ADDITIONAL |
| | EASEMENTS AND RESTRICTIONS, BUT NO SEARCH OF PUBLIC |
| | RECORD WAS MADE. SHOULD CONDUCT PUBLIC RECORD SEARCH. |
| | -SURVEY IS NOT SIGNED, SEALED, AND DATED. |
| | -WPB GIS SAYS THERE IS A LIFT STATION AND FORCE MAIN IN |
| | THE AREA SHOWN ON DEMO PLAN. PLEASE SHOW AND LABEL WITH |
| | WHAT IS HAPPENING TO IT. |
| | -SHEET C5.00: UTILITY BILLING SYSTEM INDICATES THAT |
| | EXISTING WATER METER IS 1.5 INCH INSTEAD OF 2 INCH. |
| | -UTILITY PLAN IS NOT CLEAR ON WHAT THE WATER AND |
| | PLUMBING IS BEING USED FOR OTHER THAN THE DRINKING |
| | FOUNTAIN. IF PLUMBING HAS OTHER USES SUCH AS |
| | IRRIGATION, IS ANY OTHER ISOLATION PLUMBING BACKFLOW |
| | PROTECTION NEEDED? |
| | -WILL THE EXISTING METER FEED THE EXISTING BUILDING? |
| | -ON UTILITY PLAN, SHOW EXISTING WATER MAIN AND FORCE |
| | MAIN AS SHOWN ON SHEET C4.00. SHOW OTHER UTILITIES |
| | INCLUDING ANY FRANCHISE UTILITIES, STORMWATER |
| | UTILITIES, SEWER LATERALS, CLEANOUTS, AND LIFT |
| | STATIONS. |
| | -UTILITY PLAN DOES NOT HAVE WATER DEMAND CALCULATIONS. |
| | -SHOW EXISTING WATER METER BOX AND BACKFLOW ASSEMBLY ON |
| | ALL PLAN SHEETS. |
| | -SHEET H2.00 SHOWS TWO NEW WATER METERS AND TWO NEW |
| | BACKFLOW ASSEMBLIES. IF THOSE ARE COMING OFF OF CITY |
| | WATER MAIN AND NOT SUB-METERS, THEN SHOW AND LABEL ON |
| | UTILITY PLAN. ALSO ADD ASSOCIATED WATER SERVICE |
| | STANDARD DETAILS TO PLAN SET. |
| | -SHEET H2.00: ON LABEL FOR PROPOSED BACKFLOW ASSEMBLIES |
| | SPECIFY RP TYPE BACKFLOW ASSEMBLY. ALSO ADD NOTE TO USE |
| | WILKINS ZURN 975XL2 BACKFLOW ASSEMBLY. |
| | -BACKFLOW CAGES AND CONCRETE PADS MAY BE REQUIRED. CAN |
| | CONTACT GREG MIHALKO [email protected] FOR |
| | DETERMINATION. |
| | -SHOW UTILITIES ON LANDSCAPING PLAN SHEET L1.00. |
| | -FOR THE 10 HP PUMP STATION SHOWN ON L2.00, DOES THE |
| | IRRIGATION WATER COME FROM A WELL OR THE POND? |
| | -WILL THERE BE ANY BATHROOMS AT THE TENNIS COURT AREA? |
| | IF SO, SHOW AND LABEL THE WASTEWATER SYSTEM. |
| | -WILL THERE BE ANY FOOD SERVICE AT THE TENNIS COURT |
| | AREA? IF SO, SHOW AND LABEL ANY EXTERIOR GREASE TRAPS. |
| | -WILL THE BUILDING HAVE ANY FIRE SPRINKLERS? |
| | |
| | COMMENTS FROM RICKY ELIZONDO, E.I., UTILITIES PLANS |
| | EXAMINER, PUBLIC UTILITIES [email protected] |
| | 561-764-8010 (CELL) |
| | -SHOW ALL EXISTING UTILITIES AND THEIR APPURTENANCES |
| | THAT ARE WITHIN THE SCOPE OF THE PROJECT (WATER, |
| | WASTEWATER, STORM, AND DRY UTILITIES) |
| | -PROPOSED IRRIGATION METER INSTALLATION NEEDS TO BE |
| | REFLECTED ON THE PLANS |
| | -PROVIDE A DEMAND TABLE EXHIBITING EXISTING CONDITIONS |
| | AND PROPOSED CONDITIONS |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | DRAINAGE CALCS |
| | 1. WATER QUALITY TREATMENT SHOULD BE PROVIDED FOR NEW |
| | IMPERVIOUS SURFACES, NOT THE NET INCREASE IN IMPERVIOUS |
| | SURFACE UNLESS TREATMENT IS ALREADY BEING PROVIDED. |
| | 2. USE THE SAME VERTICAL DATUM IN THE CALCULATIONS THAT |
| | IS USED ON THE ENGINEERING PLANS. |
| | 3. HOW WAS THE WATER TABLE ELEVATION OF 2.00 FT NGVD |
| | DETERMINED. THE ADJACENT STUB CANAL IS MAINTAINED AT |
| | ELEVATION 8.0 FT NGVD. |
| | 4. NO DESIGN INFORMATION IS PROVIDED FOR THE |
| | EXFILTRATION TRENCH OTHER THAN 24??? DIAMETER PIPE, THE |
| | TRENCH HEIGHT OF 4 FEET (PER THE DETAIL ON SHEET |
| | C-5.00) AND TOTAL EXFILTRATION TRENCH LENGTH OF 60 |
| | FEET. THE TRENCH WIDTH SCALES 5??? ON SHEET C-4.00. THE |
| | LOWEST RIM ELEVATION IS 13.50 FT NAVD. THE CALCULATIONS |
| | DIMENSIONS INDICATE TRENCH DEPTH OF 13.5 FEET, TRENCH |
| | WIDTH OF 5 FEET. |
| | 5. HOW IS THE FACTOR OF SAFETY INCLUDED IN THE LAST |
| | LINE OF SECTION 3 ON PAGE 2? |
| | 6. REVISE DRAINAGE CALCULATIONS PER THE DESIGN PLANS. |
| | |
| | PLANS |
| | 1. ON EVERY SHEET WITH ELEVATION INFORMATION, LIST THE |
| | VERTICAL DATUM USED AND THE CONVERSION EQUATION BETWEEN |
| | THE VERTICAL DATUM USED AND NGVD1929. |
| | 2. SHOW AND LABEL THE EXISTING FORCEMAIN FROM THE LIFT |
| | STATION. |
| | 3. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | 4. PROVIDE THE TOP AND BOTTOM ELEVATIONS FOR THE |
| | EXFILTRATION TRENCH AND THE TRENCH WIDTH ON THE |
| | EXFILTRATION TRENCH DETAIL. |
| | 5. CONSIDER REGRADING THE AREA BETWEEN THE SIDEWALKS |
| | AND TENNIS/PICKLEBALL COURTS FOR DRY STORMWATER |
| | RETENTION INSTEAD OF CONSTRUCTING EXFILTRATION TRENCHES |
| | (WHICH ONLY A FRACTION OF THE STORMWATER RUNOFF FROM |
| | THE COURTS SURFACE WILL BE COLLECTED AND TREATED. |
| | 6. THE LOCATION OF THE EXFILTRATION TRENCHES MAY IMPACT |
| | THE ROOT SYSTEMS (AND VICE VERSA) OF THE EXISTING |
| | TREES. |
| | 7. REVIEW THE STORMWATER DRAINAGE CONSTRUCTION NOTES ON |
| | SHEET C-5.00 AND MODIFY/DELETE PER THE SITE AND DESIGN |
| | CONDITIONS. |
| | 8. USE A DARKER COLOR FOR THE WATER/SEWER NOTES ON |
| | SHEET C5.00. |
| | |
| | |
| |
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