Plan Review Notes
Plan Review Notes For Project Z16050058
Project Number Z16050058
Review Stop ENG - PPRC
Sequence Number 1
Notes
Date Text
2016-06-09 09:00:52CITY OF WEST PALM BEACH
 ENGINEERING DEPARTMENT
 PUBLIC UTILITY COMMENTS
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 GENERAL:
  
 1. PLEASE SUBMIT SIGNED & SEALED ENGINEER/MEP WATER AND
 SEWER DEMAND CALCULATIONS (AVERAGE AND PEAK) FOR METER
 SIZING SELECTION AND SERVICE SIZING. PLEASE ALSO
 PROVIDE CALCULATION FOR IRRIGATION DEMAND;
  
 2. PLEASE INCLUDE APPLICABLE CITY OF WEST PALM BEACH
 STANDARD WATER AND SEWER DETAILS TO THE DETAILS SHEET.
 CONTACT THE ENGINEERING SERVICES DEPARTMENT (561)
 494-1040 FOR THE LATEST REVISED DETAILS.
  
 3. PLEASE PROVIDE THE FIRE HYDRANT FLOW TEST DATA FROM
 EXISTING FIRE HYDRANT USED FOR DESIGN;
  
 4. PLEASE PROVIDE UTILITY CROSSING INFORMATION;
  
 5. PLEASE ADD AND LABEL EXISTING UTILITY PIPE SIZE AND
 MATERIAL, INCLUDING THOSE ON HAVERHILL ROAD;
  
 6. PLEASE SHOW EXISTING VALVES FOR WATER DISTRIBUTION
 SYSTEM FOR CONSTRUCTION COORDINATION PURPOSES (SYSTEM
 SHUTDOWNS, ETC.);
  
 WATER:
  
 7. CITY'S SYSTEM INFORMATION INDICATES THAT THERE IS A
 12-INCH STUB ON THE EAST SIDE OF HAVERHILL ROAD (APPROX
 150 FEET SOUTH OF TYLER LAKES BOULEVARD AND APPROX. 300
 FEET NORTH OF THE PARK ENTRANCE). PLEASE ADD A FIRE
 HYDRANT TO SERVE CITY PARK USING THE EXISTING 12-INCH
 STUB. THE CITY WILL FIELD LOCATE THE EXISTING STUB;
  
 SEWER:
  
 8. PLEASE PROVIDE CALCULATIONS FOR THE PROPOSED FORCE
 MAIN AND LIFT STATION;
  
 9. PLEASE PROVIDE DETAILED LIFT STATION PLAN AND
 LAYOUT;
  
 10. PLEASE PROVIDE DETAILS FOR THE PROPOSED FORCE MAIN
 CONNECTION TO LS34 SANITARY SEWER SYSTEM. CONNECTION
 SHALL BE MADE TO THE EXISTING SANITARY SEWER MANHOLE
 UPSTREAM OF WETWELL.
  
 11. PLEASE PROVIDE THE PROPOSED FORCE MAIN PROFILE
 CROSSING HAVERHILL ROAD INCLUDING EXISTING UTILITIES;
  
 12. PLEASE ADD IRM PIPE SYMBOL AND DESCRIPTION TO THE
 LEGEND. PLEASE CALL OUT PIPE SIZE, MATERIAL, AND
 OWNERSHIP.
  
 STORMWATER:
  
 13. PLEASE VERIFY THAT THE MASTER DRAINAGE SYSTEM HAS
 BEEN CERTIFIED BY THE ENGINEER OF RECORD AND THAT THE
 ERP HAS BEEN CONVERTED INTO THE OPERATIONAL PHASE BY
 SFWMD.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 561-494-1120
 [email protected]
  
 LAURA LE, PE
 PUBLIC UTILITIES ENGINEER
 561-494-1093
 [email protected]
  
  
2016-06-08 08:24:22CITY OF WEST PALM BEACH
 ENGINEERING DEPARTMENT
  
 THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL.
  
 1. PLEASE VERIFY THAT THE EXISTING ENVIRONMENTAL
 RESOURCE PERMIT INCLUDES THE IMPROVEMENT SHOWN ON THE
 PROPOSED SITE PLAN MODIFICATIONS.
  
 2. PLEASE SUBMIT DOCUMENTATION DEMONSTRATING THE
 AUTHORITY TO DISCHARGE THE UNTREATED RUNOFF FROM THE
 CITY PARK INTO THE COUNTY?S LAKE.
  
 3. THE MOPS LIFT STATION DESIGN IS CURRENTLY UNDER
 REVIEW. PLEASE COORDINATE WITH THE CITY PUBLIC
 UTILITIES ENGINEER (LAURA LE) PRIOR TO FINALIZING THE
 LIFT STATION DESIGN.
  
 4. PLEASE SUBMIT CALCULATIONS SHOWING THE WATER SERVICE
 PRESSURE AT THE PROPOSED RESTROOMS.
  
 5. PLEASE INCLUDE A NORTH ARROW ON THE LIGHTING PLANS.
  
 6. ON SHEET C4.5, THERE IS A LINE SHOWN LABELED AS IRM.
 PLEASE INCLUDE THIS LINE TYPE IN THE LEGEND.
  
 7. THE OFF-SITE FORCEMAIN, WHICH CUTS THROUGH THE
 COUNTY PROPERTY, MUST BE LOCATED WITHIN A UTILITY
 EASEMENT.
  
 8. HOW WILL TRASH BE COLLECTED AT THE PARK?
  
 9. PLEASE CONSIDER DESIGNING THE STORMWATER SYSTEM TO
 DRAIN FROM WEST TO EAST RATHER THAN FROM SOUTH TO EAST.
  
 10. PLEASE CHECK THE COVER ON THE PIPE INTO YD1.
  
 11. PLEASE VERIFY THAT YD2 AND YD3 ARE NEEDED.
  
 12. ALL STORMWATER PIPE JOINTS ARE TO BE WRAPPED.
  
 13. FINAL DESIGN OF HDPE STORMWATER PIPE MUST INCLUDE
 FLOATATION PREVENTION OR SIGNED AND SEALED CALCULATIONS
 DEMONSTRATING THAT FLOATATION IS NOT A CONCERN FOR THIS
 SITE.
  
 14. PER SECTION 1.9.1 OF THE CITY?S STANDARDS FOR
 CONSTRUCTION, THE MINIMUM SIZE DRAINAGE PIPE IS 15 INCH
 DIAMETER. PLEASE INCREASE THE SIZE OF THE PROPOSED
 PIPES.
  
 15. IS THE SOCCER FIELD / TEMPORARY PARKING AREA
 PROPOSED TO BE IRRIGATED? THE PLANS SHOW AN IRRIGATION
 SERVICE BUT DOES NOT INDICATE WHICH AREAS ARE PROPOSED
 TO BE IRRIGATED. PLEASE CHECK WITH GREG MIHALKO
 (561-822-2188 OR [email protected]) TO ENSURE THAT THE
 DESIGN COMPLIES WITH CITY IRRIGATION STANDARDS.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL MODIFICATION
 WILL BE REQUIRED FROM THE ENGINEERING DIVISION OF THE
 PUBLIC WORKS DEPARTMENT.
  
 2. PLEASE COORDINATE WITH THE CITY PUBLIC UTILITIES
 ENGINEER (LAURA LE) PRIOR TO FINALIZING THE PROPOSED
 UTILITY TIE IN LOCATIONS AND CONFIGURATION.
  
 3. THE INCREASE IN SOLID WASTE YARDAGE WILL NEED TO BE
 VERIFIED AS PART OF THE FINAL DESIGN TO VERIFY THAT THE
 DESIGN INCLUDES APPROPRIATE NUMBER AND SIZE OF TRASH
 BINS.
  
 KELLY CRANFORD, P.E.
 CAPITAL IMPROVEMENT PLAN MANAGER
 [email protected]
 561-494-1098
  
 BRIAN COLLINS, P.E.
 INTERIM DIRECTOR OF ENGINEERING/CITY TRAFFIC ENGINEER
 [email protected]
 561-494-1040
  
 VINCE NOEL, PSM
 CITY SURVEYOR / REAL ESTATE SUPERVISOR
 [email protected]
 561-494-1096
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 561-494-1120
 [email protected]
  
 LAURA LE, PE
 PUBLIC UTILITIES ENGINEER
 561-494-1093
 [email protected]
  
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