Plan Review Notes
Plan Review Notes For Project E23040036
Project Number E23040036
Review Stop ENG-A
Sequence Number 1
Notes
Date Text
2023-06-09 15:54:35E23040036 -FIRE LINE ANN NORTON SCULPTURE GARDEN FIRST
 REVIEW 4.19.23
  
 COMMENTS FROM LINDA QUINONES-CINTRON, PROJECT
 COORDINATOR, ENGINEERING SERVICES DEPT., 561-494-1085
 [email protected] :
  
 1. 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.
 2. 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]
 3. PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND
 DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND
 SEWER LINES AND CLEANOUTS, GREASE TRAPS, ETC. INCLUDING
 STUBS TO EACH PROPERTY LINE FOR WATER AND SANITARY
 SEWERS, THE MAKE AND MODEL OF ALL VALVES, POTABLE AND
 IRRIGATION METERS, BACKFLOWS, FIRE HYDRANTS AND FDCS,
 AND OTHER 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. GATE
 VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR SIDEWALK.
 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 INCLUDING PIPES SIZES AND
 MATERIALS, LOCATED ON THE RIGHT-OF-WAY.
 4. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS,
 INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY
 PERSONNEL TO PROPOSED UTILITY WATER METERS.
 5. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION, AND
 EXISTING METER AND BACKFLOW (TO BE REMOVED?). BACKFLOWS
 SHALL BE INSTALLED ON PRIVATE PROPERTY OUTSIDE OF
 EASEMENTS AND RIGHTS OF WAY. DOMESTIC WATER METERS
 SHALL BE INSTALLED IMMEDIATELY ADJACENT TO PROPERTY
 LINE. 3 INCH AND LARGER WATER METERS SHALL BE INSTALLED
 ABOVE-GROUND ONLY.
 6. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING
 AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR
 GREATER.
 7. PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
 AND STORM LINES AT ALL UTILITY CROSSINGS WITHIN ROW PER
 CITY OF WEST PALM BEACH STANDARD DETAIL GN-2 SERIES.
 PLEASE SHOW ALL EXISTING AND PROPOSED UNDERGROUND
 UTILITY LAYOUT, INCLUDING FIBER OPTIC, ELECTRIC, GAS,
 AND CABLEVISION & TELECOMMUNICATION FACILITIES WITH
 PIPE MATERIAL AND SIZE, LOCATED ON THE RIGHT-OF-WAY.
 8. 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.
 9. PLEASE CLEARLY SHOW ROAD RIGHT OF WAY.
 10. PLEASE PROVIDE SANITARY ELEVATIONS AT MANHOLE
 TIE-IN.
 11. IF SANITARY LINES ARE PROPOSED IN ROW PLEASE SHOW
 ADJACENT SANITARY LATERAL LOCATIONS AND SHOW ADDRESSES
 OF ADJACENT PARCELS.
 12. IF WATER LINES ARE BEING REPLACED IN ROW, SHOW
 ADJACENT PARCEL ADDRESSES.
 13. IF 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.
 14. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE
 STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC.
 15. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (E-XXXXXXXX).
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPER., WPB PUBLIC UTILITIES, 561-822-2262 OR
 [email protected]:
  
 -PLANS NEED BE SIGNED, SEALED, AND DATED BY LICENSED
 ENGINEER.
  
 -SHOW EXISTING AND PROPOSED UTILITIES INCLUDING
 EXISTING METERED WATER SERVICE AND SANITARY SEWER
 LATERAL.
  
 -SHOW ALL FRANCHISE UTILITIES NEAR WORK AREA.
  
 -ADD WORDING TO NOTE 2 SHEET C3 THAT BACKFLOW ASSEMBLY
 MAY BE PAINTED OVER.
  
 -ADD NOTE ON SHEET C3 THAT VERTICAL PIPE LEGS NEAR
 FIRELINE BACKFLOW ASSEMBLY AND UPSTREAM PIPING NEED TO
 BE DUCTILE IRON.
  
 -PLEASE PROVIDE MORE INFORMATION ON THE PUMP HOUSE.
 WHAT IS IT PUMPING AND WHAT IS IT USED FOR?
  
 -VERIFY THAT THERE WILL BE NO ADDED CHEMICALS IN THE
 PRIVATE FIRE SYSTEM AND NO AUXILIARY WATER SOURCES FOR
 THE FIRE SYSTEM SUCH AS WELLS.
  
 -IF HAVE A SURVEY, PLEASE INCLUDE COPY IN RESUBMITTAL
 PACKAGE.
  
 -IF LANDSCAPING IS CHANGING, INCLUDE COPY OF LANDSCAPE
 PLAN IN RESUBMITTAL PACKAGE.
  
 -FIRE SYSTEM PERMIT SHOWS AMES 3000 BACKFLOW ASSEMBLY
 PROPOSED ON FIRE SYSTEM PLAN. AMES 3000SS IS NOT
 ALLOWED TO BE USED ??? MUST BE LEAD FREE AND USC
 APPROVED. ADD NOTE TO C3 THAT AMES 3000SS DCDA MAY NOT
 BE USED, AND ALSO NOTIFY FIRE PLAN DESIGNER IT MUST
 COMPLY WITH WPB ENGINEERING AND PUBLIC UTILITIES
 REQUIREMENTS INCLUDING WATER SERVICE STANDARD DETAIL
 WS5
  
 -SHOW CLOSEST FIRE HYDRANT TO FDC ON PLAN. ENSURE THE
 DISTANCE BETWEEN THEM IS ACCEPTABLE.
  
 -SHEET C3: ADD FLOW CALCULATIONS AS DIRECTED ON NOTE 9
 OF STANDARD DETAIL WS5.
  
 -CALLOUT MINIMUM 18 INCH HORIZONTAL CLEARANCE DISTANCE
 BETWEEN DCDA AND ADJACENT WALL.
  
 -CALLOUT/LABEL PROPERTY LINES OR ADD TO LEGEND.
  
 COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS
 EXAMINER, [email protected] , 561-494-1101:
 -LIST SIZE AND MATERIAL FOR ALL EXISTING AND PROPOSED
 UTILITIES
 -LABEL ALL EXISTING UTILITIES WITHIN THE PROJECT SCOPE,
 INCLUDING DRY/FRANCHISE UTILITIES
 -SHOW AND LABEL ALL APPURTENANCES RELATING TO EXISTING
 UTILITIES WITHIN THE PROJECT SCOPE
 -DENOTE CITY'S POINT OF SERVICE
 -PROVIDE PROFILES FROM THE TAP TO THE CITY'S POINT OF
 SERVICE TO ENSURE PROPER CLEARANCES FOR UTILITY
 CONFLICTS
 -INCLUDE TOP/BOP ELEVATIONS FOR ALL UTILITY CONFLICTS
 -PROVIDE PROJECT ADDRESS AS WELL AS ADJACENT PARCELS
 -ENSURE GATE VALVE INSTALLATION WILL BE OUTSIDE OF
 SIDEWALK OR CURB AREAS
 -PRINT SHEETS SO THAT THEY ARE TO SCALE ON 11X17 PAPER
 -REFER TO P-6 AS GUIDANCE FOR PIGGING/FLUSHING ASSEMBLY
 AND VALVE CONFIGURATION FOR TESTING
 -SHOW FULL EXTENTS OF WM ALONG PROJECT SCOPE
 -DENOTE REMOVAL OF ALL EXISTING SERVICES/METERS NOT TO
 BE USED UP TO THE MAIN
  
  
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