Plan Review Details - Project E15040016
Plan Review Stops For Project E15040016
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 2 Status F Date 04-21-2015 Cont ID  
Sent By mgonzale Date 04-21-2015 Time   Rev Time 1.00
Received By mgonzale Date 03-21-2015 Time   Sent To I
Notes
2015-04-21 13:24:23COMMENTS:
 1. SHEET C-5 DRAINAGE SEGMENT NEAR BUILDING 22 LOT 164
 DOES NOT CALL OUT SIZE, MATERIAL, OR STORM STRUCTURE
 GRADE AND INVERT ELEVATION.
 2. SHEET C-6 DRAINAGE SEGMENT ENTERING DRY DETENTION
 AREA DOES NOT CALL OUT SIZE AND MATERIAL OF PIPE.
 3. C-6 WHERE RETENTION WALL IS CALLED OUT IN DETENTION
 AREAS A 3.5 FEET HIGH DIMENSION IS CALLED OUT. IT IS
 SUGGESTED THAT YOU ALSO CALL OUT TOP OF WALL ELEVATION.
 THIS WALL MAY REQUIRE HANDRAIL, CHECK FLORIDA BUILDING
 CODE. YOU MAY FORWARD COMMENT TO BE APPLICABLE ON
 STRUCTURAL TEAM.
 4. C-6 AND THROUGHOUT - WHEEL STOPS AREA NOT SHOWN ON
 PARKING.
 5. C-6 AND THROUGHOUT - DIMENSION OF PARKING SHALL BE
 SHOWN ALONG WITH 24 FEET WIDE ROAD PATH. C-8 DRAINAGE
 SEGMENT BETWEEN STRUCTURE 13 AND 14 DOES NOT CALL OUT
 SIZE AND MATERIAL OF PIPE.
 6. C-8 SANITARY SEWER SERVICE LATERAL FOR POOL DRAIN IS
 NOT SHOWN.
 7. C-8 ADS DRAIN NEAR POOL AREA DOES NOT REFLECT AN
 R.E. NOR I.E.
 8. C-8 CALL OUT TRASH AREA AND SURFACE MATERIAL TO BE
 USED ? CONCRETE OR ASPHALT?
 9. C-9 PROPOSED STRIPING IS CALLED OUT AS ..4 INCH
 WHITE TYPICAL.. CALL OUT AS DOUBLE 4 INCH OR REFER TO
 PARKING DETAIL ON SHEET C-18. PARKING SHOULD BE
 DIMENSIONED.
 10. C-10 NOTE ON PLANS: HAVERHILL ROAD IS A COUNTY ROAD
 ROW ADDITIONAL PERMITS WILL BE REQUIRED FOR ROAD
 RESTORATION AS WELL AS DRAINAGE TIE-IN PER PALM BEACH
 COUNTY STANDARDS. SHOW WITH HATCH THE PAVEMENT
 RESTORATION LIMITS.
 11. C-12 WATER SERVICE TO LOT 164 IS CALLED OUT AS
 SEWER, IT SHOULD BE WATER.
 12. C-13 AND THOUGHOUT - CALL OUT MATERIAL ON FIRELINE
 AND POTABLE WATER LINES.
 13. C-13 SHOW LEVATION AT TOP OF SANITARY LINE WHERE IT
 CROSSES FIRE MAIN.
 14. C-16 SHOW HORIZONTAL CLEARANCES (4 CROSSING
 LOCATIONS) AND MINIMUM VERTICAL DIMENSION BETWEEN
 EXISTING WATER AND PROPOSED PRIVATE FORECEMAIN. SHOW
 THAT ALL POTABLE WATER, STORMWATER, AND SANITARY SEWER
 CROSSINGS MEET THE SEPARATION REQUIREMENTS OF RULES
 62-555.314 AND 62-604 FAC
 15. C-17 CLEAN UP NOTE CALL OUT ON WM FOR LEGIBILITY.
 16. C-17 FIRE LINE NOTES: I BELIEVE NOTE 4 SHOULD
 INCLUDE ..A PRIVATE FIRE LINE WITH FIRE HYDRANTS..
 REQUIRES A PALM BEACH COUNTY HEALTH DEPARTMENT PERMIT.
 17. C-18 REVIEW ACCESSIBLE PARKING DETAIL WITH CITY OF
 WPB PLANNING AND ZONING STANDARDS. PARKING DIMENSIONS
 DIFFER. WHEEL STOPS DETAIL
 18. C-18 VERIFY WHEEL STOP PLACEMENT DIMENSION (2
 FEET-0INCHES) PLANNING AND ZONING CALCULATES THE
 OVERHANG FROM BACK OF WHEEL STOP. THIS ALSO DIFFERS
 FROM THE ..30 INCH TYP.. DIMENSION CALLED OUT ON ADA
 PARKING DETAIL.
 19. C-21 PAVEMENT RESTORATION DETAIL SHOWN WILL BE USED
 FOR ..ON-SITE..? MAKE NOTATION WHERE THIS DETAIL WILL
 BE APPLICABLE.
 20. C-21 CONTROL STRUCTURE DETAILS NOTE IDENTIFIES
 STRUCTURE BEING 5FEET X 6FEET ON PLAN VIEW DIMENSIONS
 CALL OUT ..4FEET X 6FEET..
 21. C-21 CONTROL STRUCTURE DETAIL CALLS OUT R.E.
 ELEVATION AS 7.70 G.E. ELEVATION AS 7.70 ?
 22. C-24 DETAIL P-10 IS SHOWN TWICE.
 23. C-27 METER DETAIL WS-8 WILL NOT BE NEEDED. REMOVE.
 24. PROJECT WILL REQUIRE SUBMITTAL TO FDEP/PBCHD PLEASE
 SUBMIT THE COMPLETED PERMITS FORMS REQUIRED FOR REVIEW.
 25. RESUBMIT A COST ESTIMATE FOR THE ON-SITE AND ALSO
 PROVIDE A SEPARATE COST ESTIMATE FOR THE COST OF THE
 PRIVATE FORCE MAIN ON EARNEST.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS 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
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
  

Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status F Date 04-20-2015 Cont ID  
Sent By Mgonzale Date 04-20-2015 Time   Rev Time 4.00
Received By mgonzale Date 04-20-2015 Time   Sent To Z
Notes
2015-04-20 22:38:35PLEASE RESPOND TO COMMENTS IN WRITING:
  
 1. THE PEAK STAGES IN THE MODEL OCCUR AND THE END OF
 THE MODEL RUN (HOUR 72 AND 24). PLEASE EXTEND THE MODEL
 DURATION PAST THE END OF THE STORM EVENT TO SHOW THE
 PEAK STAGES DO NOT CONTINUE TO INCREASE.
  
 2. PLEASE INCLUDE A BASIN MAP.
  
 3. THE MODEL ASSUMES A DCIA OF 0% FOR ALL OF THE NODES,
 BUT SEVERAL OF THE BASIN AREAS HAVE INLETS WITHIN PAVED
 AREAS. PLEASE ADJUST THE DCIA TO REFLECT THE DESIGN.
  
 4. DO THE AREAS USED IN THE STAGE-STORAGE CALCULATIONS
 INCLUDE THE BUILDING AREAS?
  
 5. PLEASE SUBMIT THE CURVE NUMBER CALCULATIONS.
  
 6. PLEASE SUBMIT A MASS BALANCE REPORT FOR THE ICPR
 MODEL.
  
 7. PLEASE INDICATE WHICH NODE THE RATING CURVE IS
 ASSIGNED.
  
 8. PLEASE INDICATE THE SOURCE OF THE TAILWATER
 ELEVATIONS USED IN THE MODEL.
  
 9. THE RAINTANKS WERE MODELED AS STAGE AREA NODES WHILE
 ONLY A FINITE AMOUNT OF STORAGE IS PROVIDED IN THE
 TANKS. PLEASE REVISE THE MODEL TO REFLECT THE STORED
 VOLUME RATHER THAN MODELING THEM SIMILARLY TO OPEN
 PONDS.
  
 10. PLEASE SUBMIT HYDRAULIC GRADE LINE CALCULATIONS FOR
 THE PROPOSED ROADWAYS.
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 PUBLIC WORKS DEPARTMENT
 ENGINEERING DIVISION
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 MAILING ADDRESS: P.O. BOX 3366, ZIP 33402
 561-494-1098 (OFFICE)
  
  
  

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