Plan Review Notes
Plan Review Notes For Project Z21010025
Project Number Z21010025
Review Stop ENG - PPRC
Sequence Number 1
Notes
Date Text
2021-02-04 11:43:23COMMENTS PER RICK ROSSANO, PROJ. COORD. WPB ENG.
 SERVICES, [email protected], 561-494-1098:
 1. CONFIRM THAT A COMPLETED LOS ANALYSIS SUMMARY TABLE
 HAS BEEN SUBMITTED DIRECTLY TO ENGINEERING (SHEET 33 OF
 CITY OF WPB DEVELOPMENT APPLICATION).
 2. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 3. 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.
 4. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER PIPES ALONG ENTIRE PROJECT FRONTAGE.
 5. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
 6. 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]
 7. FOR FORMAL ENGINEERING SUBMITTAL , 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.
 8. FOR FORMAL ENGINEERING SUBMITTAL , CUT AND CAP
 UTILITIES NOT IN USE, AND REMOVE ANY ABANDONED UTILITY
 LINES LARGER THAN 2 INCHES FROM CITY RIGHT OF WAY.
 9. FOR FORMAL ENGINEERING SUBMITTAL , PROVIDE DEDICATED
 UTILITY EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO
 PROPOSED UTILITY WATER METERS.
 10. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER
 METER AND BACKFLOW PREVENTION.
 11. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE CALLOUT
 DOMESTIC BACKFLOW PREVENTER AS RPPA AND FIRE BACKFLOW
 PREVENTER AS DCDA. SPECIFY LEAD FREE DESIGN ON ALL
 BACKFLOWS.
 12. 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.
 13. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES
 OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 14. 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.
 15. FOR FORMAL ENGINEERING SUBMITTAL CLEARLY SHOW ROAD
 RIGHT OF WAY.
 16. FOR FORMAL ENGINEERING SUBMITTAL PROVIDE SANITARY
 ELEVATIONS AT MANHOLE TIE-IN.
 17. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
 18. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES
 ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL
 ADDRESSES.
 19. FOR FORMAL ENGINEERING SUBMITTAL, WHEN TRENCHING IN
 IN CITY MAINTAINED ROADWAY AREAS ADD NOTE TO PROVIDE 50
 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF
 PROPOSED TRENCH PER CITY OF WPB STANDARD DETAIL GC-4.
 20. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE SPV.,
 CITY OF WPB PUB. UTILITIES, 561-822-2262,
 [email protected]
  
 -SITE PLAN SAYS SOUTHERN WALL IS 2INCHES OFF PROPERTY
 LINE. IS THAT CORRECT, AND WOULD BUILDING FOOTER BE
 SAME DISTANCE FROM PROPERTY LINE?
  
 -PLEASE VERIFY BUILDING WILL NOT HAVE FIRE SPRINKLERS.
  
 -WILL A SEPARATE METERED IRRIGATION WATER SERVICE BE
 NEEDED?
  
 -PLANS SAID THERE MAY BE A TENANT, BUT ONLY SHOWING ONE
 WATER METER ON WATER PLANS. WILL THE WATER ACCOUNT
 HOLDER LET THE TENANT USE THEIR WATER?
  
 -WATER DEMAND CALCULATIONS ARE MISSING FROM WATER PLAN.
 PLEASE ADD.
  
 -PLEASE VERIFY PAVEMENT RESTORATION AREA BOUNDARIES
 FROM UTILITY WORK ARE CORRECT DIMENSIONS.
  
 -UTILITY EASEMENT NEEDED FOR WATER METER BOX ON PRIVATE
 PROPERTY.
  
 -WATER SERVICE STANDARD DETAILS ARE OLD REVISION.
 PLEASE REPLACE WITH NEWEST REVISION.
  
 -USUALLY 5/8? METER HAS 1? TAP. PLEASE UPDATE OR
 INDICATE WHY 2? TAP IS NEEDED.
  
 -FOR FORMAL ENGINEERING SUBMITTAL, PLEASE ADD WATER
 SERVICE PIPE SIZE AND MATERIAL TYPE.
  
 -WPB GIS IS SHOWING A 4INCH WATER MAIN BRANCH IN CLOSE
 PROXIMITY TO THE WATER SERVICE TAP. PLEASE SHOW THAT ON
 WATER PLAN FOR FORMAL ENGINEERING SUBMITTAL.
  
 -THERE SHOULD BE A FIRE HYDRANT ACROSS FROM THE
 NORTHEAST CORNER OF THE PROPERTY. PLEASE SHOW ON THE
 WATER PLAN.
  
  
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