Plan Review Notes
Plan Review Notes For Project Z16090010
Project Number Z16090010
Review Stop ENG - PPRC
Sequence Number 1
Notes
Date Text
2016-10-11 12:36:06CITY OF WEST PALM BEACH
 PUBLIC WORKS DEPARTMENT
 ENGINEERING DIVISION
  
 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
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING DIVISION OF THE PUBLIC
 WORKS DEPARTMENT. THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION FORMS CAN BE DOWNLOADED AT: HTTP://WPB.ORG/
 DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APP
 LICATIONS
  
 2. PLEASE SUBMIT THE CALCULATIONS FOR WATER AND
 SANITARY SEWER DEMANDS (AVERAGE AND PEAK); AND FIRE
 DEMAND. SUBMIT CALCULATIONS TO VALIDATE METER SIZE
 SELECTION.
  
 3. AFTER NEW WATER AND SEWER SERVICES ARE ACTIVATED,
 EXISTING WATER AND SEWER SERVICE CONNECTIONS SERVING
 THE PROPERTY, IF NOT USED, ARE TO BE CUT AND CAPPED AT
 THE MAIN. PLEASE ADD NOTES ON THE UTILITY PLAN
 ACCORDINGLY.
  
 4. 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.
  
 5. PLEASE PROVIDE THE DETAILS TO SHOW HOW THE PROPOSED
 5-FEET CONCRETE SIDEWALK WILL BE TYING INTO THE
 EXISTING SIDEWALK WITHIN THE RIGHT-OF-WAY TO MEET THE
 CITY?S ENGINEERING DESIGN STANDARDS.
 HTTP://WPB.ORG/ENGINEERING/ENGINEERING-SERVICES/ENGINEE
 RING-STANDARDS/
  
 6. PLEASE INCLUDE THE CITY OF WEST PALM BEACH STANDARD
 DETAIL FOR THE DUMPSTER ENCLOSURE ON THE PLANS. MINIMUM
 DIMENSIONAL (E.G. THE GATE WIDTH MUST BE A MINIMUM OF
 12.5 FEET) REQUIREMENTS FOR THE ENCLOSURE ARE LISTED IN
 CODE OF ORDINANCES, SECTION 94-444(B) OF THE CODE OF
 ORDINANCES. CITY STANDARD DETAIL GC-8 MAY BE DOWNLOADED
 AT HTTP://WPB.ORG/ENGINEERING/ENGINEERING-SERVICES/ENGI
 NEERING-STANDARDS/
  
  
 7. PLEASE PROVIDE AN AUTOTURN ANALYSIS DEMONSTRATING
 THE SOLID WASTE COLLECTION VEHICLE CAN ACCESS THE
 PROPOSED DUMPSTER AND COMPACTOR LOCATIONS. THE TRASH
 DUMPSTER/COMPACTORS MUST LOCATED IN AREAS EASILY
 SERVICED BY THE CITY SANITATION EQUIPMENT AND MANPOWER
 PER SECTION 74-35(A) (5) OF THE CODE OF ORDINANCES. IF
 A ROLL?OFF COMPACTOR IS PROPOSED, PLEASE PROVIDE A
 LETTER FROM THE PRIVATE PROVIDER VERIFYING THAT THEY
 CAN PROVIDE SERVICE WITH THE CONFIGURATION SHOWN ON THE
 PLANS.
  
 8. ?CONCEPTUAL PAVING, DRAINAGE, WATER AND WASTEWATER
 PLAN? SHEET 1 OF 1 SHOWS A PROPOSED 8-INCH WATER LINE
 CONNECTION TO AN EXISTING 8-INCH LINE WHICH IS A
 PRIVATE WATER LINE. PROPOSED WATER CONNECTION SHALL BE
 MADE TO THE EXISTING 12-INCH WATER MAIN ON 45TH STREET.
  
 9. ?CONCEPTUAL PAVING, DRAINAGE, WATER AND WASTEWATER
 PLAN? SHEET 1 OF 1 SHOWS AN EXISTING 6-INCH SANITARY
 SEWER WITHIN THE 12-FEET UTILITY EASEMENT. THIS LINE
 NEED TO BE UPSIZED TO 8-INCH MINIMUM DIAMETER PRIOR TO
 CONNECTING THE PROPOSED SANITARY SEWER TO THIS.
  
 10. PLEASE NOTE THAT: AS OF DECEMBER 20, 2015 THE CITY
 OF WEST PALM BEACH CROSS-CONNECTION CONTROL MANUAL HAS
 BEEN REVISED, MAKING KNOWN THAT "ALL BACKFLOW DEVICES
 MUST BE LEAD FREE." FOR MORE INFORMATION REFER TO THE
 LINK BELOW: HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES
 /FORMS-PUBLICATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-M
 ANUAL
  
 11. THE PROPOSED FIRE DEPARTMENT CONNECTION SHALL BE
 WITHIN 150 FEET OF A FIRE HYDRANT. LANDSCAPE PLAN SHALL
 SHOW LOCATIONS OF ALL WATER METERS, VALVES, CLEAN-OUTS,
 LIGHT POLES, ETC. ROOT BARRIERS MAY BE REQUIRED WHERE
 PLANTINGS ARE NEAR UNDERGROUND STORMWATER, SANITARY, OR
 POTABLE WATER LINES.
  
  
 MOSTAQUE KHAN, P.E.
 LAND DEVELOPMENT ENGINEER
 [email protected]
 561-494-1024 (OFFICE)
  
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