| 2023-04-26 14:31:23 | E23030045 TAKE 5 OIL CHANGE, 1122 PB LAKES BLVD. - |
| | INITIAL REVIEW 3.24.23 |
| | |
| | COMMENTS FROM LINDA QUINONES, 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 CONNECTIONS ARE REQUIRED. |
| | 3. PLEASE PROVIDE STORMWATER CALCULATIONS. |
| | 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. |
| | 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 SHOW EXISTING AND PROPOSED UTILITY EASEMENTS, |
| | INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 6. 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. |
| | 7. PLEASE CLEARLY SHOW ROAD RIGHT OF WAY. |
| | 8. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 9. 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]: |
| | |
| | -1122 PALM BEACH LAKES HAS A 1 INCH WATER METER PER |
| | UTILITY BILLING SYSTEM, BUT SHEET 6 TALKS ABOUT A 2 |
| | INCH WATER METER. PLEASE UPDATE AND VERIFY 1 INCH METER |
| | SUFFICIENT. |
| | |
| | -THERE ARE SEVERAL REFERENCES TO A METER CAGE. WATER |
| | METERS ARE NOT ALLOWED TO BE CAGED. THE CAGE MIGHT BE |
| | AROUND THE BACKFLOW ASSEMBLY. |
| | |
| | -PLEASE ADD WPB STANDARD DETAILS WS1 AND WS6 IN CASE |
| | BACKFLOW ASSEMBLY NEEDS TO BE REPLACED. |
| | |
| | -METERED WATER SERVICE DOES NOT CURRENTLY HAVE AN |
| | ACTIVE USAGE BILLING ACCOUNT. ONE WOULD NEED TO BE |
| | SETUP BEFORE WATER COULD BE USED. BACKFLOW TESTING MUST |
| | BE COMPLETED SHORTLY AFTER WATER IS TURNED ON AND WILL |
| | BE A CONDITION OF WATER SERVICE. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | 1. SHEET 2 SPECIFICATIONS AND NOTES |
| | A. SITEWORK NOTE #20 ??? THE CITY REQUIRES SUPERPAVE |
| | ASPHALT WITHIN THE RIGHT OF WAY. |
| | B. UPDATE FDOT STANDARD INDEX NUMBERS TO FDOT STANDARD |
| | PLAN NUMBERS. |
| | 2. SHEET 3 SITE DEMOLITION AND SWPPP PREPARATION |
| | A. EROSION CONTROL NOTE #1 ??? SHEET SWP INSTEAD OF |
| | SHEET 8? |
| | 3. SHEET 6 UTILITY PLAN |
| | A. LIST THE VERTICAL DATUM AND CONVERSION EQUATION TO |
| | NGVD1929. |
| | 4. SHEET 7 SIGN, PARKING, EROSION CONTROL DETAILS |
| | A. STABILIZED CONSTRUCTION ENTRANCE IS TO BE WHOLLY |
| | WITHIN THE PROJECT SITE AND NOT PROJECT INTO THE R/W. |
| | B. UPDATE FDOT STANDARD INDEX NUMBERS TO FDOT STANDARD |
| | PLAN NUMBERS. |
| | C. PROVIDE AN ALTERNATIVE TO STRAW BALES FOR INLET |
| | PROTECTION. |
| | D. ADA PARKING STALL DETAIL ??? STRIPING LAYOUT TO |
| | MATCH CITY CODE SECTION 94-485 (PARALLEL 4??? STRIPES |
| | WITH 12-INCH SPACE BETWEEN THE STRIPES [16??? CENTER TO |
| | CENTER] AND 4-INCH STRIPE CONNECTING THE ENDS OF THE |
| | PARALLEL STRIPES). |
| | E. STANDARD PARKING SPACES ARE 18 FEET DEEP BY 8.5 FEET |
| | WIDE. SMALL PARKING SPACES ARE 16 FEET DEEP BY 8 FEET |
| | WIDE. |
| | F. WHAT IS THE 4??? YELLOW STRIPE FOR AS SHOWN ON THE |
| | ADA PARKING STALL DETAIL. |
| | G. STOP BAR DETAIL WITH SIGNAGE SHOULD ALSO MENTION |
| | BACK OF SIDEWALK OR EDGE OF TRAVEL WAY. |
| | 5. SHEET SWP SWPPP & NPDES POLLUTION PREVENTION |
| | 6. THIS AREA SURROUNDING THE SITE DRAINS TO THE CARVER |
| | CANAL TO THE WEST OF THE SITE. THE CARVER CANAL DRAINS |
| | TO THE C-17 CANAL (NOT THE C-51 CANAL). |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS |
| | EXAMINER, [email protected] , 561-494-1101: |
| | -SHOW ALL DRY UTILITIES |
| | -PRINT SHEETS SO THEY ARE TO SCALE ON 11X17 |
| | -EXISTING LATERALS/SERVICES NOT TO BE USED MUST BE CUT |
| | AND CAP AT MAIN |
| | -PROVIDE DATUM CONVERSION |
| | -PROVIDE WATER/SEWER DEMAND TABLE |
| | -PROPERLY LABEL ALL EXISTING UTILITY LINES WITHIN |
| | PROJECT SCOPE |
| | -AH AND LABEL ALL VALVES/APPURTENANCES FOR EXISTING |
| | UTILITIES IN A LEGIBLE MANNER |
| | |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | |
