Plan Review Notes
Plan Review Notes For Project Z20050013
Project Number Z20050013
Review Stop ENG - PPRC
Sequence Number 1
Notes
Date Text
2020-06-04 10:58:39Z20050013 BANYAN VIEW APTS - 2101 PRESIDENTIAL WAY
  
 COMMENT PER MANNY GONZALEZ, SENIOR PROJECT COORDINATOR,
 WPB ENG. SERVICES, [email protected], 561-494-1085:
  
 THE CITY DOES NOT HAVE SEWER CAPACITY FOR THIS PROJECT.
 WE URGE THE EOR AT SIMMONS AND WHITE AND DEVELOPER TO
 DISCUSS.
  
 COMMENTS PER RICK ROSSANO, PROJECT COORD., WPB ENG.
 SERVICES, [email protected] (561) 494-1098:
  
 1. PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
 2. 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_W
 EBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FULL-P
 ACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97B19
 60045731D3658206F27451722716EF
 ALSO SEE: 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.
 3. 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.
 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 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
 5. 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
 6. PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS
 OF ALL WATER, STORM WATER, 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. 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. WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY
 SHALL BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND
 SPECIFY PROPOSED LENGTH IN FEET.
 9. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA
 AND FIRE BACKFLOW PREVENTER AS DCDA.
 10. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION.
 11. PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 12. 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.
 13. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER ALONG ENTIRE PROJECT FRONTAGE.
 14. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 15. PLEASE PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE
 ONSITE JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY
 75 FEET.
 16. FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND
 NPDES NOI REQUIREMENTS WILL BE ENFORCED.
 - AN NOI IS REQUIRED FOR PROJECTS THAT:
 - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS
 THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF
 DEVELOPMENT OR SALE;
 - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE
 STATE OR TO SURFACE WATERS OF THE STATE THROUGH A
 MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4).
 - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF
 CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION
 THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL
 SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT
 OF THE 10-2 CERTIFICATION.
 17. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
 18. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES
 OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 19. FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING
 APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT
 SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING
 SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED
 LEAD-FREE DESIGN.
 20. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
 21. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES
 ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL
 ADDRESSES.
 22. FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO
 PROVIDE 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH
 SIDE OF PROPOSED TRENCH IN CITY MAINTAINED ROADWAY
 AREAS PER CITY OF WPB STANDARD DETAIL GC-8.
 23. FOR FORMAL ENGINEERING SUBMITTAL, SHOW DIMENSIONS
 OF PROPOSED DUMPSTER PER CURRENT CITY OF WPB STANDARD
 DETAIL GC-7.
 24. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
  
 FOLLOWING COMMENTS FROM MARK HURLEY, FIELD CUSTOMER
 SERVICE SUPERVISOR, CITY OF WEST PALM BEACH PUBLIC
 UTILITIES, 561-822-2262 [email protected]
  
 -DEMO PLAN SHOWS WATER MAINS RUNNING THROUGH PROPERTY,
 BUT CAN FIND NO RECORD OF THOSE. PLEASE VERIFY IF WATER
 MAINS ARE RUNNING THROUGH PROPERTY AND IF THEY ARE
 PRIVATELY OWNED.
 -DEMO PLAN DOES NOT SHOW CUT BACK AND REMOVAL OF
 EXISTING WATER SERVICES. PLANS NEED TO SHOW WATER IS
 HAPPENING TO EXISTING SMALL METERED WATER SERVICES.
 THEY MAY NOT CONTINUE TO BE LOCATED IN SIDEWALKS OR
 DRIVEWAYS.
 -IS THE LITTLE BUILDING ON SITE BEING DEMOLISHED? IF
 SO, PLEASE NOTE ON PLAN.
 -CONCEPTUAL ENGINEERING PLANS NOTATE AN UNDERGROUND
 STORAGE CHAMBER. PLEASE DESCRIBE IN DETAIL WHAT IT IS
 FOR.
 -WATER METERS AND POINTS OF SERVICE NEED BE LOCATED
 ADJACENT TO PROPERTY LINE AT PRESIDENTIAL WAY. THEY
 SHOULD NOT BE LOCATED ON THE INTERIOR OF PROPERTY. IF
 WANT FIRE HYDRANTS ON THE SOUTHWEST AREA OF THE
 PROPERTY, THEN THOSE WOULD NEED TO BE DOWNSTREAM OF
 DCDA AND PRIVATELY OWNED/MAINTAINED.
 -PLAN DID NOT SHOW SIZES OF METERS AND BACKFLOW
 PREVENTERS. FOOTPRINT CAN CHANGE GREATLY DEPENDING ON
 SIZE NEEDED. PLEASE ADD SIZES TO LABEL AND ADJUST PLAN
 SIZING TO MATCH. ADD ENLARGED PLAN DRAWING OF
 METER/BACKFLOW AREAS.
 -IF BOTH BUILDINGS WILL BE SHARING THE POOL, FITNESS
 CLUB, AND LEASING CENTER, FIGURE OUT HOW MONTHLY
 UTILITY BILLING WILL BE ARRANGED AND WHERE WATER
 SERVICE WILL COME FROM. LOOKS LIKE IT ALL MAY BE FED
 FROM ONE BUILDING. SOME CURRENT COMMUNITIES IN OUR
 SERVICE AREA HAVE DIFFICULTLY DETERMINING AND PAYING
 FOR SHARED WATER BILLS OF COMMON AREAS. DETERMINE IF
 SEPARATE WATER SERVICES FOR THE COMMON AREAS MAY BE
 BENEFICIAL.
 -IS THE LARGE DIAMETER WATER MAIN IN ROAD ON
 PRESIDENTIAL WAY WHERE TAPS WOULD BE CONDUCTED
 CURRENTLY IN A UTILITY EASEMENT? IF NOT, UTILITY
 EASEMENT NEEDS TO BE CREATED FOR THE WATER MAIN AND
 SERVICES COMING OFF.
 -RECOMMEND NOT RUNNING WATER SERVICES NEAR/THROUGH
 DRIVEWAYS. DURING MAINTENANCE OF WATER SERVICE,
 DRIVEWAYS WOULD HAVE TO BE SHUT DOWN WHICH WOULD BE
 PROBLEMATIC FOR TENANTS.
 -THERE ARE A PLETHORA OF EXISTING FIRE HYDRANTS
 DIRECTLY ACROSS PRESIDENTIAL WAY AT INTERVALS. NOT SURE
 IF PLAN DESIGNER WAS AWARE OF THEM. PLEASE LABEL THOSE
 ON FUTURE UTILITY ENGINEERING SUBMITTAL.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING
 SERVICES, (561) 494-1098, CELL (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  Print


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved