| 2023-03-24 15:25:08 | E23030001 AC MARRIOTT, 414 GARDENIA AVE 2.28.23 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 FIRE FLOW DEMANDS. |
| | CALCULATIONS SHALL BE PER FAC 64E-8 FOR WATER AND PER |
| | FAC 64-E.008 FOR SEWER. |
| | 4. 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] |
| | 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. PLEASE CUT AND CAP UTILITIES NOT IN USE AND REMOVE |
| | ANY ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM |
| | CITY RIGHT OF WAY. |
| | 7. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS, |
| | INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 8. DOMESTIC WATER METERS SHALL BE INSTALLED IMMEDIATELY |
| | ADJACENT TO PROPERTY LINE. 3 INCH AND LARGER WATER |
| | METERS SHALL BE INSTALLED ABOVE-GROUND ONLY. |
| | 9. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA. SPECIFY LEAD FREE |
| | DESIGN ON ALL BACKFLOWS. |
| | 10. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING |
| | AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR |
| | GREATER. |
| | 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. 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. |
| | 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. IF SANITARY LINES ARE PROPOSED IN ROW PLEASE SHOW |
| | ADJACENT SANITARY LATERAL LOCATIONS AND SHOW ADDRESSES |
| | OF ADJACENT PARCELS. |
| | 15. UPDATE NOTE TO PROVIDE 50 FT. PAVEMENT RESTORATION |
| | TRANSITION ON EACH SIDE OF PROPOSED TRENCH PER CITY OF |
| | WPB STANDARD DETAIL GC-4. |
| | 16. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 17. 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]: |
| | |
| | -SUBMIT COPY OF SURVEY IN RESUBMITTAL PACKAGE. ENSURE |
| | THAT IT IS SIGNED. |
| | -ADD GRAPHIC SCALE TO DETAIL A ON SHEET C10. |
| | -ADD METER BOX REMOVAL AND SIDEWALK REPLACEMENT ON DEMO |
| | PLAN???? (NEED TO DO SITE VISIT TO SEE METERS) |
| | -VERIFY PRIVATE FIRE SYSTEM WILL NOT HAVE CHEMICAL |
| | ADDITIVES OR AN AUXILIARY WATER SUPPLY SUCH AS A WELL. |
| | -SOME PLAN SHEETS SHOW STRAY BFP NEAR THE NORTHWEST |
| | AREA OF STAIR 3 DESPITE CALLING FOR REMOVAL ON DEMO |
| | PLAN. |
| | -CLEARLY SHOW AND LABEL PROPERTY LINES. |
| | -CITY DOES NOT OFFER ????? IRRIGATION METERS. PLEASE |
| | UPDATE SIZE OF IRRIGATION METER ON UTILITY PLAN. |
| | -RELOCATE IRRIGATION METER BOX NORTH CLOSER TO |
| | SIDEWALK, BUT KEEP IT IN LANDSCAPING. |
| | -SHEET C10 DETAIL A: HARD TO READ CALLOUT FOR 4??? |
| | BACKFLOWS. PLEASE MAKE CLEARER. ALSO ADD WORDING |
| | DUAL/PARALLEL IF INTENDING FOR TWO INSTEAD OF ONE. |
| | -CALLOUT SIZE AND MATERIAL TYPE FOR IRRIGATION SERVICE |
| | PIPING AS WELL AS DOMESTIC AND FIRE. |
| | -UPDATE STANDARD DETAIL REFERENCE NUMBERS IN DETAIL A |
| | C10. |
| | -ADD REFERENCE TO RESPECTIVE WATER SERVICE STANDARD |
| | DETAILS FOR THE WATER METERS AND DCDA. |
| | -REPLACE WPB STANDARD DETAILS WITH MOST RECENT |
| | PUBLISHED REVISION DATE. |
| | -ADD WATER SERVICE STANDARD DETAIL WS7 AND WS3 TO SHEET |
| | C12. |
| | -SHOW AND LABEL SAMPLE POINTS IF NEEDED OR REQUIRED. |
| | -ADD FLOW CALCULATION TO SHEET C10 AS DIRECTED IN WS7 |
| | NOTE 7. |
| | -ADD FLOW CALCULATION TO SHEET C10 AS DIRECTED IN WS5 |
| | NOTE 9. |
| | -LABEL EXISTING AT&T VAULT IN NORTH SIDEWALK ON ALL |
| | PLAN SHEETS. IF ANY UTILITIES ARE TRAVELING TO OR FROM |
| | THAT VAULT UNDER SIDEWALK, SO AND LABEL THOSE ON PLANS. |
| | -ADD NOTE ON SHEET C10: FOR EXISTING WATER SERVICES |
| | THAT WILL REMAIN AND SERVE PROPERTY, REPLACE METER |
| | BOXES AND LIDS. BOXES SHALL BE CENTERED/ALIGNED |
| | PROPERLY FOR WATER METER AND BE COMPLIANT WITH WPB AML. |
| | CONCRETE POURED AROUND THOSE METER BOXES NEED BE 6 INCH |
| | THICK 18 INCHES OUT AND CANNOT CONTAIN SIDEWALK JOINTS. |
| | WATER SERVICES THAT ARE BEING REMOVED SHALL ALSO HAVE |
| | THE METER BOXES REMOVED. |
| | -THERE IS SOME KIND OF SMALL METALLIC VALVE BOX OR |
| | MONITORING WELL IN THE NORTHERN DRIVEWAY APPROACH. |
| | PLEASE SHOW AND LABEL IT ON PLANS. |
| | -ON NORTH SIDEWALK, COMPARE THE EXISTING WATER SERVICES |
| | ON THE DEMO AND UTILITY PLANS. THEY DO NOT SEEM TO |
| | MATCH IN TERMS OF WHICH PROPOSED TO BE REMOVED AND |
| | REMAIN. |
| | -PROPOSED TRANSFORMER AND RETAIL RPZ NEAR SOUTHEAST |
| | CORNER OF BUILDING CONFLICT WITH PROPOSED LANDSCAPING |
| | AS SHOWN ON LP1. |
| | -PROPERTY OWNER WILL HAVE TO RECORD BACKFLOW COVENANT |
| | AS A CONDITION OF WATER SERVICE. CAN CONTACT |
| | [email protected] FOR THE FORM AND DIRECTIONS. |
| | -IRRIGATION PLAN SHOWED PVB. PVB MAY NOT BE USED AS A |
| | CONTAINMENT ASSEMBLY. CONTAINMENT ASSEMBLY NEEDS TO BE |
| | RPZ TYPE, LEAD-FREE, AND USC APPROVED. |
| | -NORTHERN RPZ IS LOCATED IN RIGHT OF WAY. SHOULD BE ON |
| | PRIVATE PROPERTY. CONSIDER RELOCATING ALONG MEETING |
| | ROOM WALL. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | 1. PROVIDE VERTICAL CLEARANCE INFORMATION BETWEEN THE |
| | PROPOSED 18??? RCP AND THE 6??? FIRE WATER MAIN |
| | CROSSING EAST OF CATCH BASIN NO. 4. |
| | |
| | 2. PROVIDE VERTICAL CLEARANCE INFORMATION BETWEEN THE |
| | PROPOSED 18??? RCP AND THE 6??? FIRE HYDRANT MAIN |
| | CROSSING WEST OF STRUCTURE NO. 3. |
| | |
| | 3. DETERMINE THE CHANGE IN THE HYDRAULIC GRADE LINE FOR |
| | THE DRAINAGE STRUCTURES IN THE RIGHT OF WAY UPSTREAM OF |
| | THE ORIGINAL CONNECTION POINT OF THE ON-SITE DRAINAGE |
| | SYSTEM FOR THE 5-YEAR STORM EVENT. MOVING THE ON-SITE |
| | DRAINAGE SYSTEM CONNECTION POINT UPSTREAM WILL CREATE |
| | MORE HEAD LOSS IN THE ROADWAY DRAINAGE SYSTEM. |
| | |
| | 4. PROVIDE CALCULATIONS SUPPORTING THE NEED FOR THE |
| | 18??? OUTFALL PIPE CONNECTION TO THE ROADWAY SYSTEM |
| | INSTEAD OF 15??? DIAMETER PIPE. |
| | |
| | 5. THREE DRAINAGE STRUCTURES ARE NUMBERED NO. 4. CAN |
| | THESE BE CHANGED TO AVOID DUPLICATE NUMBERS? |
| | |
| | 6. LABEL THE PIPE (SIZE, MATERIAL AND LENGTH) BETWEEN |
| | YARD DRAIN NO. 4 AND THE STORAGE VAULT. NOTE THIS PIPE |
| | IS DESIGNED WITH AN ADVERSE SLOPE. |
| | |
| | 7. THE DRIVEWAY FLARES (YELLOW HI-LIGHTED LINES) DO NOT |
| | APPEAR TO LINE UP (RED LINES) WITH THE DRIVEWAY WIDTH |
| | (CYAN LINES): (PLEASE SEE DRAWING ON REVIEW COMMENTS |
| | SENT BY EMAIL ON 03.24.23) |
| | |
| | 8. CAN CATCH BASIN NO. 4 BE MOVED TO THE EAST END OF |
| | THE ON-STREET PARKING? THE 4 FEET OF SIDEWALK/TREE |
| | SPACE ADJACENT TO THE BACK OF CURB CAN HAVE A SLOPE |
| | STEEPER THAN 2%. |
| | |
| | 9. FLAT EP TO THE EAST OF THE SECTION A-A SYMBOL (14.05 |
| | SPOT GRADES). |
| | |
| | 10. EXTEND THE TYPE ???F??? C&G ALONG THE DIAGONAL TO |
| | THE EAST END OF THE ON-STREET PARKING (GREEN LINE IN |
| | THE SNIPPET ABOVE). |
| | |
| | 11. SHEET C-07 |
| | A. DETAIL 10 CONTROL STRUCTURE - WRONG WEIR ELEVATION |
| | LISTED IN SECTION VIEW AND REFERENCED TO WRONG VERTICAL |
| | DATUM. |
| | |
| | 12. WHERE IS THICKENED EDGE SIDEWALK BEING CONSTRUCTED? |
| | |
| | 13. SHEET C-09 PAVEMENT LEGEND: |
| | A. NO CALLOUTS FOR SYMBOLS B OR C. |
| | B. WHY 4,000 PSI CONCRETE FOR DRIVEWAYS INSTEAD OF |
| | 3,000 PSI CONCRETE. |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS |
| | EXAMINER, [email protected] , 561-494-1101: |
| | -RE-EXAMINE EXISTING WATER MAIN CONFIGURATION ON |
| | GARDENIA |
| | -PORTIONS OF WM ON GARDENIA ARE CAST IRON FROM 1937, |
| | MAY REQUIRE REPLACEMENT UPON FURTHER EXAMINATION |
| | -ANCHOR TEE REQUIRED FOR FIRE HYDRANT CONNECTION PER |
| | DETAIL P-8 |
| | -MANHOLE WITH PROPOSED 10??? LATERAL CONNECTION WILL |
| | REQUIRE REHABBING WITH A 10??? CLEANOUT AT PROPERTY |
| | LINE WITH EASEMENTS AS REQUIRED |
| | -COLL OUT ALL LATERAL SIZES AND THEIR CLEANOUTS WITH |
| | EASEMENTS AS REQUIRED |
| | -SCALE PLANS SO THEY ARE ABLE TO BE PRINTED ON 11X17 |
| | -SHOW ALL EXISTING CONNECTIONS TO WATER MAIN, CUT AND |
| | CAP THOSE THAT WILL NO LONGER BE IN USE AT THE MAIN |
| | -METERS WILL SERVE AS POS FOR THE 4 INCH CONNECTIONS |
| | -CALL OUT MATERIALS FOR WATER CONNECTIONS |
| | -SHOW ALL EXISTING AND PROPOSED DRY UTILITIES |
| | |
| | |
| | |
