| Date |
Text |
| 2020-02-12 10:10:52 | 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. PLEASE SEE |
| | DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK |
| | BELOW: HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH= |
| | ~\WPB_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION |
| | -FULL-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC0 |
| | 2A97B1960045731D3658206F27451722716EF |
| | THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE |
| | FOUND HERE: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBL |
| | IC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | 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, REFER TO THE LINK BELOW: |
| | HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI |
| | CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL |
| | 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 |
| | RIGHT OF WAY. |
| | 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 ALONG |
| | PROJECT FRONTAGE ON ESSEX CT. (LOTS 1 AND 5). |
| | 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. 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] |
| | 15. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS |
| | FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 16. PROVIDE UTILITY EASEMENTS FOR ALL PROPOSED |
| | UTILITIES. |
| | 17. PLEASE LABEL ALL METERS, CLEANOUTS, ETC. AS EXIST. |
| | OR PROPOSED. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | |
| | -NEED DEMAND CHART ADDED TO UTILITY PLAN. |
| | -?DUAL? WATER SERVICES CANNOT BE USED. EACH WATER |
| | SERVICE MUST HAVE ITS OWN TAP AND WATER SERVICE LINE. |
| | -LATERALS AND CLEANOUTS LOOK TO CLOSE TO METERBOXES -> |
| | SHOULD BE 10? AWAY. |
| | -NO BACKFLOW ASSEMBLIES ARE SHOWN AND LABELED. WAS NOT |
| | SURE IF THEY WERE FORGOTTEN OR IF PLAN DESIGNER |
| | BELIEVED THEY WERE NOT REQUIRED. DETERMINATION CAN BE |
| | MADE BY PUBLIC UTILITIES (FIELD CUSTOMER SERVICE) IF |
| | PROVIDED DETAILED INFORMATION ON PROPERTIES BEING |
| | BUILT. |
| | -METER BOXES NOT LABELED WITH SIZE AND ASSOCIATED WATER |
| | SERVICE STANDARD DETAIL #. |
| | -CONFLICT CROSSINGS OF SEWER AND WATER MAINS NOT |
| | LABELED WITH RESOLUTION. |
| | -NEED PIPE MATERIAL ADDED TO LABEL OF EXISTING AND |
| | PROPOSED WATER MAINS. |
| | -IF E-W STREET/ROAD IS NOT CITY ROW, THEN THE ENTIRE |
| | WATER MAIN NEEDS TO BE IN A CREATED UTILITY EASEMENT. |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | RICK ROSSANO, PROJECT COORDINATOR - ENGINEERING |
| | SERVICES DEPARTMENT |
| | DIRECT: (561) 494-1098 [email protected] |
| | |
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