| 2023-03-10 13:53:30 | E22110015 (SENT OUT AS E22110019) ??? PUBLIX REMODEL, |
| | SOUTHERN BL. ??? 11.16.22 SUBMITTAL |
| | 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. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 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 CLEARLY LABEL ALL EXISTING AND PROPOSED |
| | UTILITY EASEMENTS, INCLUDING THOSE PROPOSED TO ALLOW |
| | ACCESS FOR CITY PERSONNEL TO PROPOSED UTILITY WATER |
| | METERS. |
| | 8. 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. |
| | 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. PLEASE CLEARLY LABEL ROAD RIGHT OF WAY. |
| | 15. PLEASE PROVIDE SANITARY ELEVATIONS AT MANHOLE |
| | TIE-IN. |
| | 16. 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. |
| | 17. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 18. 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]: |
| | |
| | -SHOW EXISTING WATER MAIN VALVES ON SHEET C501. ALSO |
| | SHOW ANY EXISTING FIRELINE GATE VALVES THAT ARE |
| | PROPOSED TO REMAIN. |
| | |
| | -CALLOUT EXISTING WATER MAIN PIPE SIZE AND MATERIAL |
| | TYPE IN BLOWUP 1 AND 2 ON UTILITY PLAN. |
| | |
| | -ADD FIRE FLOW CALCULATIONS (FOR EACH FIRELINE) TO PLAN |
| | SET AS DIRECTED IN WS5 NOTE 9. CALCULATIONS SHOULD SHOW |
| | THAT FIRELINE WATER SERVICES CAN MEET THE PRIVATE FIRE |
| | SYSTEM DEMAND. |
| | |
| | -THE RELOCATION OF THE PUBLIX FIRELINE TAP FROM PRIOR |
| | PLAN REVISION HAS NOW OVERLOADED THE WESTERN 8 INCH |
| | PIPE WITH TWO 8 INCH FIRELINES, FIRE HYDRANT, 1 INCH |
| | WATER SERVICE, AND 2 INCH WATER SERVICE WHERE EACH MAY |
| | NOT GET ADEQUATE SUPPLY IN EVENT OF A FIRE. TO RESOLVE |
| | COULD BRING TAP SOUTH DOWN TO NOTTINGHAM WATER MAIN. |
| | |
| | -PROVIDE SEPARATE SHEET WITH PROFILES OF: ALL METERED |
| | WATER SERVICES FROM WATER MAIN TO METER; FIRELINE FROM |
| | MAIN TO HYDRANT; EASTERN PROPOSED FIRELINE FROM MAIN TO |
| | POINT OF SERVICE. |
| | |
| | -ON BLOW UP 1, FOR THE WESTERN FIRELINE, LABEL THE GATE |
| | VALVE AT WATER MAIN FIRELINE POINT OF SERVICE. |
| | |
| | -THERE MAY BE LANDSCAPING CONFLICT WITH NEW PROPOSED |
| | LOCATION OF PUBLIX DCDA. PLEASE CHECK AND RESOLVE IF |
| | NEEDED. |
| | |
| | -IF SAMPLING IS NEEDED, SHOW SAMPLE POINT LOCATIONS. |
| | |
| | -VERIFY IF HEALTH PERMIT IS REQUIRED. |
| | |
| | -SANITARY MANHOLE S3 SHOULD HAVE AN OUT INVERT. PLEASE |
| | ADD TO SANITARY STRUCTURE SCHEDULE. |
| | |
| | -LABEL THE NEW SANITARY INFRASTRUCTURE PRIVATE. |
| | |
| | -VERIFY 1 INCH METERED WATER SERVICE AT EAST SIDE FOR |
| | THE SHOPS IS SUFFICIENT BECAUSE ORIGINAL PLAN IN PPRC |
| | HAD FIVE 1 INCH METERS AND THE PIPE RUN SEEMS LONG. |
| | ALSO NOT SURE IF THERE MAY BE ISOLATION BACKFLOW |
| | ASSEMBLIES AT THE SUB METERS. |
| | |
| | -CALLOUT GAS CROSSINGS ON BLOW UP 2. ALSO CALLOUT 3 |
| | FEET MINIMUM DISTANCE BETWEEN METER BOX AND WALL. |
| | |
| | -VERIFY IF THERE WILL BE ANY FOOD SERVICE BUSINESSES OR |
| | DENTISTS IN THE SHOPPES PORTION. |
| | |
| | -SHOW SANITARY SEWER MAIN RUNNING NORTH SOUTH ON LAKE |
| | AVE ALONG WITH THE CONNECTING MANHOLE. LABEL SEWER MAIN |
| | WITH PIPE SIZE. LABEL MANHOLE WITH INVERT ELEVATIONS. |
| | |
| | -ARE THE HATCHED MARKS AT THE EASTERN SANITARY MANHOLE |
| | DEPICTING WORK OR ARE THEY PAVEMENT MARKINGS? |
| | |
| | -PAVEMENT RESTORATION BOUNDARY ON NOTTINGHAM DOES NOT |
| | APPEAR LARGE ENOUGH. REFER TO STANDARD DETAIL P4 NOTE 1 |
| | FOR DIMENSIONS. |
| | |
| | -CONSIDER PARALLEL/DUAL BACKFLOW ASSEMBLIES FOR THE |
| | PUBLIX DOMESTIC WATER SERVICE SO THEY DO NOT EXPERIENCE |
| | WATER OUTAGE DURING BACKFLOW MAINTENANCE. |
| | |
| | -THE GENERAL NOTES ON THE DEMO PLAN ARE VERY GOOD IN |
| | KEEPING CONSIDERATION FOR THE WESTERN TENANT, BUT |
| | PLEASE VERIFY THERE WILL BE A WAY FOR THEM TO MAINTAIN |
| | FIRELINE WATER SERVICE WITHOUT INTERRUPTION. |
| | |
| | -SHOW EXISTING AND PROPOSED SANITARY SEWER LATERAL FOR |
| | THE WESTERN BUILDING. CANNOT FIND ON UTILITY PLAN AND |
| | CONCERNED THAT THE CONSTRUCTION PROJECT WILL DISRUPT |
| | THEIR SEWER SERVICE. |
| | |
| | -VERIFY EXISTING WATER MAIN DESIGN ON LAKE AVE. WPB GIS |
| | SHOWS 8 INCH AC WATER MAIN PARALLEL TO 16 INCH AND |
| | WATER PIPE GOING TO SHOPPING PLAZA CONNECTED TO THE AC |
| | MAIN. |
| | |
| | -WPB GIS SHOWS STORMWATER INFRASTRUCTURE RUNNING DOWN |
| | NOTTINGHAM TO A MANHOLE AND THEM GOING ACROSS SHOPPING |
| | PLAZA PARKING LOT TO ANOTHER MANHOLE, BUT I DO NOT SEE |
| | THAT ON DEMO OR DRAINAGE PLANS. PLEASE VERIFY AND |
| | UPDATE PLANS AS NEEDED. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | 1. ON EVERY SHEET WITH ELEVATION INFORMATION NOTE THE |
| | VERTICAL DATUM USED AND PROVIDE THE CONVERSION EQUATION |
| | BETWEEN THE VERTICAL DATUM BEING USED AND NGVD1929. |
| | 2. NO PROPOSED DRAINAGE FACILITIES SHOWN OR CALLED OUT |
| | ON SHEET C-401 (PG&D PLAN). |
| | 3. SHOW PROTECTION OF OFFSITE DRAINAGE STRUCTURES |
| | SUSCEPTIBLE TO RECEIVING CONSTRUCTION SEDIMENT RUNOFF. |
| | 4. PROVIDE A DETAIL OF THE WEIR (MATERIAL, THICKNESS, |
| | ETC.) AND HOW IT IS TO BE ATTACHED TO THE CONTROL |
| | STRUCTURES. |
| | 5. CONSIDER SUSPENDED PAVEMENT OR UNDERGROUND STORAGE |
| | TYPE UNITS INSTEAD OF EXFILTRATION TRENCH. THERE MAY BE |
| | MORE VOLUME OF STORAGE PER CUBIC FOOT AND LESS LONG |
| | TERM MAINTENANCE COSTS WITH THE UNDERGROUND STORAGE |
| | UNITS. |
| | 6. HEADER CURB DETAIL ON SHEET C-903 APPEARS TO FOR A |
| | TYPE ???D??? CURB. STAFF NOTICED BOTH CURBS TYPES ARE |
| | DETAILED ON SHEET C-911. |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUBLIC UTILITIES PLANS |
| | EXAMINER, [email protected] 561-494-1101: |
| | |
| | -WATER MAIN CONFIGURATION WOULD PREFERABLY REMAIN |
| | LOOPED |
| | -REMOVE SEWER UP TO SSMH 4500, AND REHAB THE MANHOLE. |
| | -CALLOUT ALL DIRECTIONS OF MANHOLE INVERTS |
| | -POINT OF SERVICE GATE VALVE FOR FIRE HYDRANT ON EAST |
| | END OF PROPERTY WOULD PREFER TO BE OUT OF THE SIDEWALK |
| | -CALL OUT DOMESTIC BACKFLOW AS RPPA |
| | -DEMOLITION PLAN DOESN???T SHOW FULL EXTENTS OF SEWER |
| | -DENOTE THE LENGTH OF WATER/SEWER PIPE BEING REMOVED |
| | |
| | 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] |
| | |
| | |
