| Date |
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| 2021-06-08 09:31:45 | Z21050015 - FLAGLER TOWER REZONING 1315 S FLAGLER |
| | INITIAL REVIEW |
| | |
| | 1. THE CITY OF WEST PALM BEACH HAS A NUMBER OF |
| | REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY |
| | AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND |
| | WASTEWATER UTILITIES WITHIN THE CITY. TO VIEW |
| | DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AND OTHER |
| | ENGINEERING RELATED DOCUMENTS, GO HERE: |
| | HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING |
| | 2. CODE OF ORDINANCES, CITY OF WEST PALM BEACH, |
| | FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED |
| | SEPT. 22, 2008. (SUPPLEMENT NO. 18) CHAPTER 90 |
| | UTILITIES, ARTICLE I. SEC. 90-7. |
| | POLICY REGARDING EXTENSION OF WATER OR SEWER SERVICE |
| | FACILITIES OF THE CITY: |
| | THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE |
| | CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY |
| | BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS, |
| | BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION. |
| | 3. AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH |
| | CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED, |
| | STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR |
| | MORE INFORMATION, GO TO: |
| | HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING |
| | 4. PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY |
| | OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC |
| | RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF |
| | YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE |
| | MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL |
| | IN THE WPB ENGINEERING SERVICES DEPARTMENT AT |
| | [email protected] OR 561-494-1040 FOR FURTHER |
| | ASSISTANCE. |
| | 5. PLANS SHALL 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. |
| | 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 LOCATED ON THE |
| | RIGHT-OF-WAY. PROVIDE PROFILE AND CLEARANCES AT ALL |
| | UTILITY CROSSINGS. |
| | 6. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY |
| | ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY |
| | ROW. |
| | 7. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE |
| | DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB |
| | DEVELOPMENT APPLICATION). |
| | 8. 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-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER. |
| | 9. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION |
| | (NAVD 88 AND NGVD 29). |
| | 10. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND |
| | STORMWATER ALONG ENTIRE PROJECT FRONTAGE. |
| | 11. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 12. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR |
| | PROPOSED SANITARY LATERALS. |
| | 13. PLEASE LABEL WATER LINES AS PRIVATE WHERE |
| | APPLICABLE. |
| | 14. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED |
| | LOCATION OF WATER METER AND BACKFLOW PREVENTION. |
| | 15. 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] |
| | 16. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS |
| | FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | |
| | 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] |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | COMMENTS AS FOLLOWS: |
| | |
| | |
| | -WILL THERE BE ANY WELLS ON SITE? |
| | -WHICH METER WILL THE COOLING TOWER BE FED FROM? |
| | -ON DIANA PL, SITE PLANS SHOWED GATES/DOORS OPENING |
| | INTO ADJACENT PROPERTY. VERIFY THAT IS ALLOWABLE. |
| | -ON SITE PLANS, SEEMED THAT SOME TOWNHOMES AND AMENITY |
| | ROOM DID NOT HAVE DOORS OPENING TO OUTSIDE AT GROUND |
| | LEVEL. IS THAT CORRECT? |
| | -LABEL SOUTHWEST RETAINING WALL ON SITE PLAN. |
| | -PAVEMENT RESTORATION PER STANDARDS WOULD BE NEEDED ON |
| | CURRIE CRESCENT, DIANA PL, AND FLAGLER DR. PLEASE ADD |
| | TO CIVIL PLANS. |
| | -DOES THE AT&T UTILITY ON SITE HAVE AN EASEMENT? |
| | -ON DEMO PLAN THERE IS A LABEL THAT SAYS REMOVE EXIST |
| | SEWER SERVICE BUT POINTS TO NOTHING. |
| | -CANNOT SEE AN EXISTING SEWER LATERAL FOR THE EXISTING |
| | SOUTHERN BUILDING ON CIVIL PLANS. PLEASE SHOW AND LABEL |
| | IF THERE IS ONE. |
| | -ON DEMO PLAN ON THE NORTH SIDE THERE IS NOTATION FOR |
| | GAS REMOVAL. PLEASE SHOW WHERE THE LINE ORIGINATES. |
| | -ON THE UTILITY PLAN, LABEL THE STORMWATER UTILITIES |
| | ADJACENT THE PROPERTY LINE AND IN THE ROW PRIVATE OR |
| | CITY. |
| | -THERE IS A CLEANOUT ON EAST SIDE THAT IS NOT LABELED |
| | ON UTILITY PLAN. |
| | -IS AN ADDITIONAL CLEANOUT NEEDED AT THE FLAGLER SEWER |
| | LATERAL TO MATCH THE OTHER LATERAL? |
| | -LABEL MANHOLES WITH ELEVATION INFORMATION. |
| | -POSSIBLE CONFLICT WITH MANHOLE AND CURB AT FLAGLER DR. |
| | -SHOW AND LABEL ALL EXISTING AND PROPOSED GATE VALVES |
| | ON WATER MAINS NEAR THE PROPERTY |
| | -FOR FORMAL ENGINEERING SUBMITTAL LABEL THE FIRELINE |
| | POINT OF SERVICE GATE VALVE. |
| | -SHOW AND LABEL ALL EXISTING AND PROPOSED FIRE |
| | HYDRANTS. |
| | -LABEL WHAT EACH WATER METER WILL BE USED FOR OR |
| | FEEDING. |
| | -DDCV CANNOT BE DOWNSTREAM OF 6 INCH METER. MUST BE ON |
| | SEPARATE TAP/LINE. |
| | -ADD SIZE OF DDCV TO LABEL. |
| | -LARGE METERS OVER 3 INCHES NEED TO BE INSTALLED |
| | ABOVE-GROUND. |
| | -SHOW ALL BACKFLOW ASSEMBLIES FOR DOMESTIC/GENERAL |
| | WATER USE AND LABEL WITH RP TYPE. |
| | -CONSIDER DUAL/PARALLEL BACKFLOW ASSEMBLIES FOR LARGE |
| | DOMESTIC METERS TO MINIMIZE WATER OUTAGES DURING |
| | BACKFLOW MAINTENANCE. |
| | -ONE GREASE TRAP HAS A CLEANOUTS ON BOTH SIDES, BUT THE |
| | OTHER DOES NOT. IS THAT ALRIGHT? |
| | -LOTS OF TREES ARE PLANTED OVER PRIVATE UTILITY PIPING |
| | NEAR DRIVEWAYS AND COULD CREATE MAINTENANCE PROBLEM IN |
| | FUTURE. |
| | -APPEAR TO BE TREE CONFLICTS AT WEST SIDE OF PROPERTY ? |
| | ESPECIALLY WITH OAK TREE THAT IS PROPOSED TO BE |
| | RELOCATED CLOSE TO SANITARY SEWER PIPE. |
| | -UTILITY EASEMENT NEEDED FOR PROPOSED FIRE HYDRANT. |
| | -PLEASE LABEL 6 INCH WATER SERVICE LINE AND TAP IN THE |
| | DRIVEWAY. |
| | -IRRIGATION PLAN SHOWS 1.5 INCH METER. IS IT PRIVATE |
| | SUB METER OR CITY? ALSO SHOW IT ON UTILITY PLAN. |
| | -ON SHEET C500 THE RETAINING WALL LINE IS NOT POINTED |
| | CORRECTLY IN THE DETAIL. |
| | -ADD ELEVATION DATUM STATEMENT TO UTILITY PLAN. |
| | -SHOW SEPARATE ENLARGED DETAIL AREA FOR WATER METERS |
| | AND BACKFLOW ASSEMBLIES. |
| | -APPEARS TO BE TREE CONFLICTS WITH UTILITIES NEAR WATER |
| | METERS AND BACKFLOW ASSEMBLIES. |
| | -FPL EASEMENT WOULD NEED TO BE VACATED TO ALLOW |
| | BUILDING OF STRUCTURES. |
| | -HOW WIDE IS SIDEWALK NEAR PROPOSED FIRE HYDRANT AND |
| | FDC? |
| | -WATER MAIN TAP DOES NOT APPEAR LARGE ENOUGH FOR THE |
| | METERS. |
| | -ADD WATER SERVICE STANDARD DETAIL FOR LARGE |
| | ABOVE-GROUND DOMESTIC METER. |
| | -THERE ARE UTILITY MAINTENANCE CONFLICTS WITH RETAINING |
| | WALLS AND STORMWATER AND WATER UTILITIES. |
| | -WOULD BACKHOE BE ABLE TO ACCESS METER AREA FOR |
| | MAINTENANCE WITHOUT DAMAGING MOTOR POOL AREA? |
| | -WILL THE NE SURVEY BENCHMARK REMAIN AFTER |
| | CONSTRUCTION? |
| | -SOME SUBMITTAL DOCUMENTS SAY 109 UNITS OR 108 DWELLING |
| | UNITS, BUT ANOTHER LISTING SAID 100 UNITS, PLUS 10 |
| | GUESTHOUSES AND 9 TOWNHOMES. PLEASE CLARIFY AND MAKE |
| | SURE WATER DEMAND CALCULATIONS AGREE. |
| | -SHOW EXISTING METERED WATER SERVICE FOR THE NORTH |
| | BUILDING AND LABEL WITH WHAT IS HAPPENING TO IT. |
| | |
| | |
| | RESPECTFULLY, |
| | |
| | MARK HURLEY |
| | FIELD CUSTOMER SERVICE SUPERVISOR |
| | CITY OF WEST PALM BEACH PUBLIC UTILITIES |
| | 561-822-2262 |
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