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| 2020-12-03 08:49:41 | 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, OPEN A BROWSER IN CHROME |
| | AND GO TO: WWW.WPB.ORG/ENGDOCS . TO LOGIN, UNDER |
| | ?EMAIL? ENTER [email protected] ; UNDER ?PASSWORD? ENTER |
| | SIMPLE321# |
| | THERE ARE 4 PAGES OF AVAILABLE ENGINEERING DOCUMENTS |
| | FOR YOUR USE. |
| | 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, OPEN A BROWSER IN CHROME AND GO TO: |
| | WWW.WPB.ORG/ENGDOCS .TO LOGIN, UNDER ?EMAIL? ENTER |
| | [email protected] ; UNDER ?PASSWORD? ENTER SIMPLE321# |
| | CROSS-CONNECTION CONTROL MANUAL IS ON PAGE 4. |
| | 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. |
| | 17. COORDINATE WITH TAMARIND AVE. IMPROVEMENT PROJECT; |
| | CONTACT SUZANNE BERGLUND PE, CITY OF WPB ENG. MANAGER |
| | AT [email protected] OF 561-494-1075. |
| | 18. FOR ENGINEERING SUBMITTAL, PROVIDE PROFILE VIEW OF |
| | PROPOSED UTILITIES. |
| | 19. ALL PROPOSED STRUCTURES AND TREES SHALL MAINTAIN |
| | MIN. 5 FT. FROM CITY UTILITIES. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | |
| | -THE WATER SERVICE STANDARD DETAILS ARE OLD REVISION. |
| | PLEASE REPLACE WITH NEWEST REVISION. |
| | -PLEASE ADD PAVEMENT RESTORATION STANDARD DETAIL TO |
| | CIVIL PLAN SET AND MAKE SURE PAVEMENT RESTORATION AREAS |
| | COMPLY WITH THE STANDARDS. |
| | -WATER DEMAND CALCULATIONS ARE NOT ON WATER PLAN C5.1. |
| | PLEASE ADD TO PLAN. |
| | -VERIFY THAT THERE WILL BE NO CONFLICT BETWEEN PROPOSED |
| | TREES AND THE WATER SERVICE. IF CONFLICT FOUND, |
| | INCREASE DISTANCE AND ADD ROOT BARRIERS. |
| | -WILL THE BENCHES AND SOLAR CHARGING STATIONS THAT ARE |
| | CURRENTLY LOCATED NEAR THE SE CORNER OF THE PROPERTY BE |
| | REMOVED DURING DEMOLITION? |
| | -EXISTING IRRIGATION BACKFLOW ASSEMBLY DOES NOT APPEAR |
| | TO BE LEAD-FREE COMPLIANT. RECOMMEND REPLACING WITH NEW |
| | LEAD-FREE BACKFLOW ASSEMBLY IF WILL BE USING FOR |
| | DOMESTIC POTABLE USES. IF REPLACED, BACKFLOW ASSEMBLY |
| | WILL NEED TO BE RELOCATED CLOSER TO WATER METER. |
| | -EXISTING WATER SERVICE FOR 801 N TAMARIND IS SETUP AS |
| | AN IRRIGATION ACCOUNT IN THE UTILITY BILLING SYSTEM. |
| | CUSTOMER WOULD NEED TO UPDATE IT WITH UTILITY BILLING. |
| | -IF 801 AND 819 TAMARIND WILL REMAIN SEPARATE |
| | PROPERTIES WITH THE EXISTING PROPERTY LINES, THEN |
| | SUGGEST NOT HAVING FIRELINE WATER SERVICE FOR 801 |
| | ENCROACH ONTO 819 PROPERTY LINE. |
| | -ON SHEET C5.1, PLEASE RELOCATE 4IN GV #2 AND DCDA |
| | EAST, CLOSER TO THE SIDEWALK. GV SHOULD STILL REMAIN |
| | OUT OF THE SIDEWALK AND HAVE ?POINT OF SERVICE? ADDED |
| | TO LABEL. |
| | -DCDA DOES NOT HAVE AN ICON ON THE PLAN AND IS LIKELY |
| | BIGGER THAN REPRESENTED. |
| | -FOR FORMAL ENGINEERING SUBMITTAL OF WATER PLAN, LABEL |
| | THE FIRELINE SERVICE WITH PIPE MATERIAL TYPE AND SIZE. |
| | ALSO ADD REFERENCED WS SD # TO DCDA LABEL, AND ADD |
| | SIZES TO THE LABELS FOR THE BACKFLOW ASSEMBLY AND WATER |
| | METER. |
| | -EXISTING WATER METER BOX FOR 819 N TAMARIND NEEDS |
| | UTILITY EASEMENT ADDED. EXTEND THIS UE WEST SUCH THAT |
| | THE METER BOX CAN BE RELOCATED OUT OF THE SIDEWALK IN |
| | THE FUTURE. ALSO ADD UE AROUND INCOMING WATER SERVICE |
| | AND 4IN GV#2. |
| | -VERIFY THAT DISTANCE BETWEEN FDC AND CLOSEST FIRE |
| | HYDRANT IS ACCEPTABLE. DISTANCE MAY NEED TO BE |
| | DECREASED. |
| | -FUTURE DUMPSTER MAY NOT BE ALLOWED TO RESIDE IN A CITY |
| | ALLEY INSTEAD OF ON PRIVATE PROPERTY. RECOMMEND GETTING |
| | CONFIRMATION FOR PLANNING PURPOSES. |
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