Plan Review Details - Project E15110025
Plan Review Stops For Project E15110025
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status P Date 01-26-2016 Cont ID  
Sent By Mgonzale Date 01-27-2016 Time   Rev Time 4.00
Received By mgonzale Date 11-23-2015 Time   Sent To Z
Notes
2016-01-26 15:40:3701/25/2016
  
 #1 CONTRACTOR SHALL USE LATEST CITY OF WPB STANDARD
 DETAILS AND APPROVE MATERIAL LIST FOR CITY OWNED
 UTILITY ELEMENTS.
  
 #2 DEVELOPER HAS RESPONDED THAT POWER POLES ALONG
 ALLEYWAY WILL BE RELOCATED BY FPL.
  
 #3 EOR, MIKE JEFFERY,STORM WATER CALCULATIONS WHERE
 REVISED.
  
 #4 PROJECT WILL BE SERVED BY A SINGLE METER. PLAN CALLS
 2" DIAMETER METER / DEVELOPER WILL MAKE PROVISIONS FOR
 SUB-METERING.
 BADGER MODEL 170 (2" DISC METER)= AVERAGE GPM 100 GPM
 MAX CONTINUOUS OPERATION
 RCDL DISC 2" FLGD (15PSI MAX FLOW LOSS) - IT CAN GO UP
 TO 17PSI AT 240 GPM
 AWWA SAYS 160 GPM. NOTE: 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-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 #5 ADDITIONAL PERMITS THRU CONSTRCUCTION SERVICES
 INCLUDE FIRELINE PERMIT (ON-SITE FIRELINE), PAVING FOR
 FINAL LIFT OF ASPHALT (PRIVATE PROPERTY), ROW PERMIT
 WILL ALSO BE REQUIRED FOR PAVING ALLEY AND N STREET ROW
 / LAKE AVE.
  
 #6 SUBMIT PLAT AND SUBDIVISION BOND. (IF YOU PREFER TO
 USE CITY BOND DOCUMENTS CAN BE DOWNLOADED AT LINK
 BELOW)
 HTTP://WPBFL.US/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FO
 RMS,-PERMITS-APPLICATIONS
  
 #7 CITY SIDEWALKS TO BE 3000 PSI AS PER LATEST DETAIL
 GC-1
 HTTP://WPBFL.US/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FO
 RMS,-PERMITS-APPLICATIONS
  
 #8 CONDO DOCS SHALL ADDRESS - SANITATION LOCATIONS -
 PATH FOR SANITATION TRUCK ACCESS MUST MEET THE
 FOLLOWING: THE TRUCK NEEDS TO HAVE NO LESS THAN A 26'
 HIGH VERTICAL CLEARANCE AREA FOR THE TRUCK TO PICK UP
 THE DUMPSTER. THIS IS THE CLEAR AREA OVER WHERE THE
 TRUCK WILL BE STOPPED TO DUMP THE CANS. THE TRUCK NEEDS
 TO HAVE NO LESS THAN 14' HIGH VERTICAL CLEARANCE TO
 DRIVE THRU AND 12' HORIZONTAL CLEARANCES FOR THE TRUCK
 TO DRIVE THROUGH. PICKUP AREAS MUST BE LOCATED TO ALLOW
 THE SANITATION TRUCK TO BACK UP NO MORE THAN 50'
 STRAIGHT BACK AFTER RESETTING THE CAN. CANS MUST BE
 PLACED WHERE TRUCK ARM CAN EXTEND AND PICKUP EACH CAN
 INDIVIDUALLY. YOU MAY DEMONSTRATE TURN RADIUS AND TRUCK
 MANEUVERING VIA PLAN. ONWER MAY AGREE TO THE CONDITION
 OF PLACING THE DUMPSTER IN AN OPEN AREA FOR PICKUP;
 HOWEVER THIS CONDITION WILL BE PLACED VIA NOTE ON YOUR
 APPROVED SITE PLAN.
  
 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
  
  
  
  
  

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