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| 2021-02-05 13:42:48 | 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. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND |
| | STORMWATER ALONG BISCAYNE DR. |
| | 10. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 11. CLEARLY SHOW PROPOSED UTILITY CONNECTIONS FOR WATER |
| | AND SEWER TO PROPOSED NEW BUILDING. |
| | 12. PLEASE LABEL WATER LINES AS PRIVATE WHERE |
| | APPLICABLE. |
| | 13. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED |
| | 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 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. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | |
| | -NEED UTILITY EASEMENTS GRANTED FOR ALL CITY UTILITY |
| | INFRASTRUCTURE ON PRIVATE PROPERTY INCLUDING THE WATER |
| | AND SEWER MAINS. PLEASE SHOW AND LABEL ON CIVIL |
| | ENGINEERING PLANS. |
| | |
| | -SHOW AND LABEL THE EXISTING METERED WATER SERVICES FOR |
| | THE SCHOOL WHICH ARE LOCATED ON THE NORTH SIDE OF |
| | BISCAYNE DR. |
| | |
| | -SITE PLAN SHOWS WHAT APPEARS TO BE AN TELEPHONE POLE |
| | IN THE MIDDLE OF THE LOADING DRIVEWAY ENTRANCE. |
| | |
| | -SHOW AND LABEL ALL EXISTING FIRE HYDRANTS ON OR AROUND |
| | THE PROPERTY. THERE IS AT LEAST ONE NEAR THE |
| | INTERSECTION OF BISCAYNE AND DIXIE WHICH IS NOT |
| | LABELED. |
| | |
| | -VERIFY PIPE MATERIAL TYPE OF THE 4INCH WATER MAIN. |
| | |
| | -LABEL 4INCH G.V. NUMBER 3 ? FIRELINE POINT OF SERVICE. |
| | |
| | -LABEL THE FIRE SERVICE PIPE WITH SIZE AND MATERIAL |
| | TYPE. |
| | |
| | -WILL ANOTHER METERED IRRIGATION WATER SERVICE BE |
| | NEEDED? |
| | |
| | -TENNIS FACILITY BUILDING APPEARS TO BE LOCATED ON TOP |
| | OF AND CLOSE TO THE 20 INCH WATER MAIN WHICH IS A |
| | MAINTENANCE AND UTILITY EASEMENT CONFLICT. PLEASE |
| | RESOLVE CONFLICT. |
| | |
| | -THERE APPEARS TO BE SOME WATER MAIN PIPING THAT IS |
| | ENTERING THE NORTHWEST CORNER OF THE 454 FLAMINGO |
| | PROPERTY. PLEASE SHOW CLEARLY ON WATER PLAN WHERE IT |
| | TERMINATES AND GRANT UTILITY EASEMENT IF INSIDE |
| | PROPERTY LINE. |
| | |
| | -SHOW AND LABEL ALL EXISTING UTILITY EASEMENTS ON WATER |
| | PLAN. FOR EXAMPLE, SITE PLAN SHOWS A 2FOOT UTILITY |
| | EASEMENT RUNNING THROUGH THE SCHOOL WHICH IS NOT |
| | DEPICTED ON THE WATER PLAN. |
| | |
| | -SHOW AND LABEL THE EXISTING METERED WATER SERVICES FOR |
| | 453 CLAREMORE AND 454 FLAMINGO AND DETAIL WHAT IS |
| | HAPPENING TO THE THEM. |
| | |
| | -COULD NOT FIND DEMOLITION PLAN. PLEASE SUBMIT DEMO |
| | PLAN IF THERE WILL BE DEMOLITION. |
| | |
| | -WATER PLAN SHOWS A WATER MAIN RUNNING NORTH-SOUTH |
| | THROUGH THE SCHOOL BUILDING AND PROPERTY. PLEASE VERIFY |
| | AND UPDATE PLAN AS NEEDED. |
| | |
| | -WATER SERVICE STANDARD DETAILS ARE OLD REVISION. |
| | PLEASE UPDATE TO NEWEST REVISION. |
| | |
| | -PROPOSED ROLLING GATE ON BISCAYNE WOULD CREATE ACCESS |
| | PROBLEM FOR UTILITY PERSONNEL DOING EMERGENCY |
| | MAINTENANCE OR WATER METER READING. PLEASE ELIMINATE |
| | ROLLING GATE. |
| | |
| | -PROPOSED MONUMENT NEAR DIXIE IS IN CLOSE PROXIMITY TO |
| | EXISTING WATER MAIN WHICH COULD CREATE MAINTENANCE |
| | CONFLICT. PLEASE INFORM HOW HEAVY MONUMENT WOULD BE. |
| | ALSO LABEL DISTANCE BETWEEN WATER MAIN AND PROPOSED |
| | MONUMENT AND SEE IF DISTANCE CAN BE INCREASED. |
| | |
| | -WHAT IS HAPPENING TO EXISTING DRIVEWAY APPROACH ON |
| | CLAREMORE ADJACENT TO TENNIS FACILITY? |
| | |
| | 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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