Plan Review Details - Project E19070023
Plan Review Stops For Project E19070023
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 2 Status F Date 05-05-2020 Cont ID  
Sent By rrossano Date 05-05-2020 Time   Rev Time 0.00
Received By rrossano Date 05-05-2020 Time   Sent To  
Notes
2020-05-05 07:56:47FOLLOWING COMMENT FROM RICK ROSSANO, PROJECT
 COORDINATOR, ENGINEERING SERVICES:
 PLEASE UPDATE DUMPSTER ENCLOSURE DIMENSIONS ON SHEET
 C6.1 TO COMPLY WITH CURRENT CITY OF WPB STANDARD DETAIL
 GC-7, AND ADD DETAIL GC-7 TO DETAIL SHEET.
  
 FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD CUSTOMER
 SERVICE SUPERVISOR, CITY OF WEST PALM BEACH PUBLIC
 UTILITIES, [email protected] , 561-822-2262:
 -DEMOLITION PLAN SAYS THAT ABANDONED WATER MAIN WILL BE
 REMOVED OR GROUTED. THAT SEEMS LIKE IT WOULD BE
 CONFUSING FOR CONSTRUCTION TEAM. PLAN SHOULD GIVE MORE
 GUIDANCE ON HOW THAT IS DETERMINED, OR PICK ONE OPTION.
  
 -PLEASE ADD NOTE FOR REMOVED WATER METERS ON DEMO PLAN:
 RETURN METER TO CITY WPB 561-822-2262
  
 -ON UTILITY PLAN, THE IRRIGATION BACKFLOW ASSEMBLY
 CANNOT BE LOCATED WITHIN THE UTILITY EASEMENT. THE
 SERVICE LINE SIZE AND MATERIAL TYPE SHOULD ALSO BE
 LABELED.
  
 -ON UTILITY PLAN, ON 27TH ST. THE NOTE IS TO CONNECT 2
 IN. WATER MAIN ON NORTH SIDE TO NEW 8 IN. MAIN. I
 THOUGHT THE INTENT WAS TO CONNECT THE EXISTING 2 IN.
 WATER MAIN TO THE SOUTH TO THE NEW 8 IN. MAIN ? PLEASE
 VERIFY.
  
 -ON UTILITY PLAN, FOOTPRINT FOR THE 3 IN. METER WITH
 WATER SERVICE LOOKS LIKE IT MAY BE DRAWN SMALLER THAN
 IT ACTUALLY IS WHEN BUILT. METER LABEL SHOULD REFERENCE
 STANDARD DETAIL WS-8 (ABOVE-GROUND METER).
  
 -UTILITY PLAN DOES NOT SHOW SHUT-OFF GATE VALVE FOR 8?
 EXISTING WATER MAIN ON 27TH AT BROADWAY LIKE IT DOES ON
 28TH ST ? PLEASE ADD TO PLAN.
  
 -HARD TO FIND THE ADDRESS OF THE PROPERTY ON THE PLAN.
 PLEASE ADD TO SIDE-BAR.
  
 -FLOW CALCULATIONS ONLY SHOW BEDROOMS. WILL THERE BE
 ANY FLOW FOR THE MAINTENANCE OR COMMERCIAL BUILDINGS
  
 -LOOKS LIKE THERE MAY BE EXISTING WATER SERVICES IN
 ALLEY FOR 611 27TH ST AT NORTH SIDE OF PROPERTY. PLEASE
 REMOVE SERVICE LINE IF REMOVING WATER MAIN.
  
 -METER BOX AND LID INSTALLED IN MIDDLE OF ALLEY
 PAVEMENT WOULD NEED TO BE TIER 22 RATED. IT NEEDS TO BE
 AT LEAST SEVERAL FEET AWAY FROM MANHOLE.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 (561) 494-1098 [email protected]
  
  
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status F Date 08-12-2019 Cont ID  
Sent By rrossano Date 08-12-2019 Time   Rev Time  
Received By rrossano Date 08-12-2019 Time   Sent To  
Notes
2019-08-12 12:16:151. 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-9.
 2. PLEASE SHOW ADJACENT SANITARY LATERAL LOCATIONS AND
 SHOW ADDRESSES OF ADJACENT PARCELS.
 3. PLEASE PROVIDE LOCATION OF ALL DRY UTILITIES IN
 RIGHT OF WAY (CABLE, FPL, FIBER, GAS) AND LABEL
 ACCORDINGLY.
 4. PLEASE PROVIDE EASEMENT FOR PLACEMENT OF PROPOSED
 WATER METERS.
 5. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION.
 6. SHOW PROPOSED WATER MAINS IN CITY RIGHT OF WAY MADE
 FROM DUCTILE IRON PIPE (NOT PVC) AND SHOW PROPOSED
 LENGTH IN FEET.
 7. SHOW DIMENSIONS OF PROPOSED DUMPSTER PER CURRENT
 CITY OF WPB STANDARD DETAIL GC-8.
 8. PROVIDE PROFILES OF WATER AND SEWER AND SHOW ANY
 CROSSINGS/CONFLICTS.
 9. CALLOUT SEPARATION OF UTILITIES.
 10. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 11. PROVIDE DIRECTION OF FLOW FOR PROPOSED STORM &
 SEWER.
 12. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA
 AND FIRE BACKFLOW PREVENTER AS DCDA.
 13. 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.
 14. PROVIDE VIDEO OF EXISTING SANITARY SEWER ALONG
 ENTIRE PROJECT FRONTAGE.
 15. PROVIDE CALCULATIONS OF EXISTING AND PROPOSED
 DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM & PEAK) AND
 FIRE FLOW DEMANDS. CALCULATIONS SHALL BE PER FAC 64E-6
 FOR SEWER AND PER FAC 64-E.008 FOR WATER.
 16. PLEASE PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE
 ONSITE JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY
 75 FEET.
 17. PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 18. PLEASE ADD CITY OF WPB STANDARD DETAILS P-1, P-2,
 P-3, P-4, P-6, P-8 AND P-12 TO PLAN SHEETS.
  
 THE FOLLOWING COMMENTS ARE FROM MR. TRACY WARD, SR.
 STORMWATER ENGINEER AT CITY OF WPB ENGINEERING
 SERVICES.
  
 1. THE 1929 VERTICAL DATUM IS ABBREVIATED NGVD 1929.
 NAVD 1929 IS USED ON THE PLANS.
 2. REVISE CORING NOTE ON SHEET C5.1 TO REFER TO RCP
 PIPE INSTEAD OF PVC PIPE.
 3. COORDINATE THE CONTROL STRUCTURE PIPE INVERT
 ELEVATIONS ON SHEET C5.1 (STORM SEWER STRUCTURES
 TABLE), SHEET C7.1 (CONTROL STRUCTURE DETAIL), SHEET
 C7.4 (PLAN VIEW), SHEET C7.5 (PLAN VIEW) AND ANY OTHER
 SHEET THEY MAY BE CALLED OUT.
 4. HOW WILL THE CONTECH PIPE SYSTEM INTERCONNECTED OR
 MANIFOLDED FOR WATER TO FILL UP EACH OF THE CHAMBERS?
 5. PUBLIC UTILITIES DEPARTMENT MAY HAVE TO APPROVE THE
 PLANTING OF TREES WITHIN THE UTILITY EASEMENT.
 6. ROOT BARRIER NEEDED FOR THE 15? RCP OUTFALL PIPE.
 7. IN SECTION 4.2 ?TREATMENT VOLUME CALCULATIONS? OF
 THE STORMWATER MANAGEMENT REPORT, THE EXFILTRATION
 SYSTEM IS TO TREAT 100% (NOT 50%) OF THE 1ST INCH OR
 2.5 INCHES TIMES PERCENT IMPERVIOUS. THE RETENTION
 CREDIT IS OFFSET BY THE FACTOR OF SAFETY FOR
 EXFILTRATION SYSTEMS.
 8. CORRECT THE SPELLING OF MR. GONZALEZ?S NAME ON SHEET
 C1.3.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, CUSTOMER
 SERVICE SUPERVISOR, PUBLIC UTILITIES:
  
 1. PRIVATELY-OWNED BACKFLOW PREVENTERS SHOULD NOT BE IN
 UE -> SHOULD FALL JUST OUTSIDE OF UE ON PRIVATE
 PROPERTY AND OUT OF ROW. (PLEASE SHOW LOCATION IN AN
 ENLARGED DETAIL ON PLANS WITH METERS IN EASEMENTS.)
 2. THERE IS A 2 INCH CITY IRRIGATION SERVICE IN THE
 AREA WHICH WE HAVE LABELED UNDER CRA IN OUR BILLING.
 THEY WOULD NEED APPROVE OF REMOVAL.
 3. MAY BE A POSSIBLE CONFLICT WITH TREE AND WATER
 SERVICES WITH METER BOXES. LOOKING FOR TREES TO BE 5
 FEET AWAY FROM WATER SERVICE PIPE AND METER BOX.
 4. WE PREFER THAT THE WATER METER BOXES BE PLACED IN
 GRASS AREA, IT IS HARD TO TELL IF IT IS GRASS OR
 CONCRETE ON THE PLAN.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO
 PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR4
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1098
 FAX: (561) 494-1116
 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
  
  
  
Review Stop ENG-D ENGINEERING DEFICIENCY REVIEW
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG-F ENGINEERING FINAL DRAWING REV
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG-M ENGINEERING MODIFICATION REV
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
  Print


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