Plan Review Details - Permit 13020544
Plan Review Stops For Permit 13020544
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2013-02-25 Cont ID  
Sent By mgonzale Date 2013-02-25 Time   Rev Time 1.00
Received By   Date 2013-02-25 Time   Sent To Z
Notes
2013-02-25 10:45:15CITY OF WPB WILL NOT ALLOW A PARTIAL REPLACEMENT OF THE
 CONCRETE APRON.
  
 CONDITION OF APRON IS POOR AND HAS DEVELOPED CRACKS.
  
 SIDEWALK PORTION WHERE NEW APRON IS PROPOSED WILL HAVE
 TO BE REPLACED WITH 6" THICK CONCRETE 3000PSI.
 AS PART OF THE APRON REPLACEMENT.
  
 APRON WILL BE REPLACED USING CITY STANDARD DETAIL GC-6
 OR GC-7.
 HTTP://WPB.ORG/ENGINEERING/ENGINEERING-SERVICES/ENGINEE
 RING-STANDARDS/
  
 MAX WIDTH FOR DRIVEWAY IS 20' WITH 3' FLARES ON EACH
 SIDE.
  
 PLEASE CALL SHOULD YOU HAVE ANY ADDITIONAL QUESTIONS OR
 CONCERNS,
  
 MANUEL JULIAN GONZALEZ
 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
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2013-02-26 Cont ID  
Sent By shill Date 2013-02-26 Time 14:09 Rev Time 0.00
Received By shill Date 2013-02-20 Time 13:18 Sent To  
Notes
2013-02-21 13:20:28IN ENGINEERING BOX
Review Stop Z ZONING
Rev No 1 Status N Date 2013-02-26 Cont ID  
Sent By fmittner Date 2013-02-26 Time 13:49 Rev Time 0.00
Received By fmittner Date 2013-02-26 Time 13:49 Sent To  
Notes
2013-02-25 15:39:19GAVE TO F.M. - MD


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