Plan Review Notes
Plan Review Notes For Project Z20030003
Project Number Z20030003
Review Stop ENG - PPRC
Sequence Number 1
Notes
Date Text
2021-04-21 08:04:54COMMENTS PER RICK ROSSANO, PROJ. COORD., CITY OF WPB
 ENG. SERVICES DEPARTMENT, (561) 494-1098,
 [email protected]:
  
 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=7BD4DD7EB6115181D8C5977BCC02A97B19600457
 31D3658206F27451722716EF
 THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 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. IN GENERAL,
 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.
  
 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.
  
 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 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
  
 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
  
 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.
 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.
  
 PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
  
 PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
  
 WILL PROPOSED SANITARY LINES AND MH BE PRIVATE? PLEASE
 LABEL.
  
 PROVIDE ENLARGED DETAIL ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW PREVENTION. PUBLIC
 UTILITIES MAY COMMENT ON LOCATION OF BACKFLOW AND
 METER; CONTACT MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR FOR CITY OF WPB PUBLIC UTILITIES AT
 561-822-2262 OR [email protected]
  
 PLEASE ADD NUMERICAL ADDRESS TO ALL PLAN SHEETS.
  
  
 COMMENTS PER MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR FOR CITY OF WPB PUBLIC UTILITIES AT
 561-822-2262 OR [email protected] :
 PLEASE RESPOND TO THE FOLLOWING COMMENTS IN WRITING:
  
 -PLEASE VERIFY LOCATION OF EXISTING 12 INCH WATER MAIN.
 PLAN SHOWS DIFFERENT LOCATION THAN WPB GIS SYSTEM.
  
 -SITE PLAN AND CIVIL WATER PLAN DO NOT MATCH WITH
 RESPECT TO PROPOSED WALL & PICKET FENCE. PLEASE UPDATE.
  
 -VERIFY FPU WILL ALLOW WALL IN 10 FOOT UTILITY
 EASEMENT.
  
 -VERIFY PICKET FENCE IS ALLOWED IN 30 FOOT WATER
 MANAGEMENT EASEMENT.
  
 -WILL THE GUARDHOUSE BE MANNED 24/7 ALL YEAR LONG?
  
 -PLEASE CONFIRM CITY OF WEST PALM BEACH UTILITIES WILL
 CONTINUE TO HAVE ACCESS INTO THE COMMUNITY THROUGH THE
 ENTRANCE EACH DAY AND NIGHT.
  
 -VERIFY THAT UTILITY VAC TRUCK 7 FEET WIDE, 13 FEET
 HIGH, AND 36 FOOT LONG CAN ENTER AND EXIST WITHOUT
 CONFLICT.
  
 -PROPOSED ISLAND CURB CONFLICTS WITH 12 INCH WATER MAIN
 MAINTENANCE. NEED SEVERAL FEET CLEARANCE SO WATER MAIN
 CAN BE EXCAVATED.
  
 -CITY WPB WATER MAINS, FORCE MAINS, FIRE HYDRANTS,
 WATER SERVICES AND METER BOXES SHOULD HAVE EXISTING OR
 PROPOSED UTILITY EASEMENTS SHOWN AND LABELED ON WATER
 PLAN. BACKFLOW ASSEMBLIES MAY NOT BE LOCATED IN UTILITY
 EASEMENTS.
  
 -FOR FORMAL ENGINEERING SUBMITTAL: SHOW ALL EXISTING
 WATER MAIN VALVES, LABEL WATER MAIN AND WATER SERVICE
 PIPE MATERIAL TYPE, ADD BACKFLOW ASSEMBLY SIZE AND TYPE
 (RP) TO LABEL, PROVIDED SEPARATE ENLARGED DETAIL PLAN
 FOR AREA AROUND METER BOX AND BACKFLOW ASSEMBLY, ADD
 WATER DEMAND CALCULATIONS TO WATER PLAN, AND SHOW FLOW
 DIRECTION OF EXISTING 16 INCH FORCE MAIN.
  
 -PROJECT MUST MEET ALL REQUIREMENTS FROM CITY WPB
 UTILITY BILLING CONCERNING THE WATER SERVICES AND
 METERS.
  
 -VERIFY OWNERSHIP OF EXISTING 8 INCH PVC SS AND
 ASSOCIATED MANHOLES. ADD PRIVATE TO LABELING IF THEY
 ARE OWNED BY IBIS.
  
 -WHY IS A NEW GUARDHOUSE BEING BUILT?
  
 -ADDITIONAL FEEDBACK/DIRECTION CONCERNING WATER MAIN
 WORK MAY BE PROVIDED AT FORMAL ENGINEERING SUBMITTAL.
  
 -PLEASE ADD ADDRESS TO CIVIL PLAN SHEETS.
  
 -WATER PLAN HAS ELEVATION INFORMATION, BUT CANNOT FIND
 DATUM INFORMATION AND CONVERSION EQUATION. PLEASE ADD.
  
 -CANNOT FIND A DATE ON WATER PLAN. PLEASE ADD.
  
 -PLEASE CONFIRM THE INTENTION OF THE NEW 12 INCH DIP
 WATER MAIN IS TO RESOLVE CONFLICT WITH STRUCTURES OVER
 EXISTING WATER MAIN, AND SHOW IF EXISTING WATER MAIN IN
 THAT AREA IS BEING REMOVED OR GROUTED AND ABANDONED.
  
  
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