| Date |
Text |
| 2021-08-05 13:09:44 | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPT., 561-494-1098 [email protected] : |
| | |
| | 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, CLICK HERE OR GO TO: HTT |
| | PS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-FOR |
| | MS-PERMITS-AND-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, CLICK HERE OR GO TO: HTTPS://WWW.WPB. |
| | ORG/GOVERNMENT/ENGINEERING/ENGINEERING-FORMS-PERMITS-AN |
| | D-APPLICATIONS . |
| | 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-8 FOR WATER AND PER FAC 64-E.008 FOR SEWER. |
| | 9. PLEASE ADD NOTE TO PLANS SPECIFYING CITY?S |
| | DOWNSTREAM LIFT STATION NUMBER. |
| | 10. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 11. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR |
| | PROPOSED SANITARY LATERALS. |
| | 12. PLEASE LABEL WATER AND SANITARY LINES AS PRIVATE |
| | WHERE APPLICABLE. |
| | 13. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED |
| | (OR EXISTING) LOCATION OF WATER METER AND BACKFLOW |
| | PREVENTION. |
| | 14. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING |
| | PLACEMENT OF NEW 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 (IF |
| | ANY). |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | |
| | -BUILDING IS PROPOSED OVER EXISTING PRIVATE SEWER |
| | UTILITY PIPE. MAY MAKE MAINTENANCE DIFFICULT. SAME |
| | SITUATION WITH FIBER OPTIC. |
| | |
| | -ARE THERE ANY EXISTING SEWER LATERAL CLEANOUTS NEAR |
| | PROPOSED BUILDING? IF SO, SHOW AND LABEL ON CIVIL |
| | PLANS. |
| | |
| | -SHOW AND LABEL ALL METERED WATER SERVICES TO PROPERTY |
| | AND THE ASSOCIATED BACKFLOW ASSEMBLIES ON THE PLANS. |
| | UTILITY BILLING SYSTEM SAYS SITE 8130 N JOG RD HAS TWO |
| | ONE INCH WATER METERS, A TWO INCH DOMESTIC METER, AND |
| | AN EIGHT INCH FIRELINE WITH DETECTOR METER. |
| | |
| | -SHOW WATER DEMAND CALCULATIONS ON CIVIL PLAN. |
| | |
| | -SHOW AND LABEL ANY GATE VALVES BETWEEN EIGHT INCH DCDA |
| | AND WATER MAIN. |
| | |
| | -DEMO PLAN REFERRED TO A LANDSCAPE PLAN BUT DID NOT SEE |
| | IT INCLUDED IN SUBMITTAL PACKAGE. PLEASE ADD. |
| | |
| | -ALL OF THE CONTAINMENT DOMESTIC BACKFLOW ASSEMBLIES |
| | ARE SHOWING TO BE OUT OF TESTING COMPLIANCE. SOME OF |
| | THEM WERE LEAKING, AND THEY ARE OLDER MODELS WITH |
| | HIGHER LEAD CONTENT. BESIDES BRINGING THEM UP TO |
| | TESTING COMPLIANCE, CONSIDER REPLACING THEM WITH NEW |
| | LEAD-FREE ASSEMBLIES. |
| | |
| | -THE BACKFLOW ASSEMBLY AT THE LIFT STATION IS LEAKING |
| | AND IN BAD SHAPE. CONSIDER REPLACING THE BACKFLOW |
| | ASSEMBLY TO PREVENT BACKFLOW INTO THE POTABLE PLUMBING. |
| | |
| |
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