Plan Review Details - Permit 22120265
Plan Review Stops For Permit 22120265
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2022-12-28 Cont ID  
Sent By lquinone Date 2022-12-28 Time   Rev Time 0.00
Received By lquinone Date 2022-12-28 Time   Sent To  
Notes
2022-12-28 08:14:59PASSED WITH PROVISO.
  
 THERE ARE WATER AND SEWER LINES IN THE VICINITY OF THIS
 PROJECT. PER CHAPTER 556 OF THE FLORIDA STATE STATUTES,
 YOU MUST CALL 811 FOR UTILITY LOCATES AT LEAST TWO FULL
 BUSINESS DAYS IN ADVANCE OF ANY CONSTRUCTION OR
 DEMOLITION WORK. INFORMATION CAN BE FOUND HERE:
 HTTP://WWW.SUNSHINE811.COM
  
 THANKS,
 LINDA M. QUINONES-CINTRON, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPARTMENT (561) 494-1085
 [email protected]
 FOR 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2022-12-14 Cont ID  
Sent By rrossano Date 2022-12-14 Time   Rev Time  
Received By rrossano Date 2022-12-14 Time   Sent To I
Notes
2022-12-14 11:39:37DIMENSION DRIVEWAYS, LOCATED HORIZONTALLY AND
 VERTICALLY.
  
 CONSTRUCT DRIVEWAY APRON IN COMPLIANCE WITH WPB
 CONSTRUCTION STANDARD DETAIL GC-5 (WHEN DISTANCE
 BETWEEN CURB OR EDGE OF PAVEMENT IS 10 FT. OR GREATER),
 OR STANDARD DETAIL GC-6 (WHEN DISTANCE BETWEEN CURB OR
 EDGE OF PAVEMENT IS LESS THAN 10 FT.) CITY STANDARD
 DETAIL IS REQUIRED, SEE LINK BELOW: HTTPS://WWW.WPB.ORG
 /GOVERNMENT/ENGINEERING/ENGINEERING-STANDARDS-DETAILS
  
 UPDATE SURVEY WITH REQUESTED INFORMATION AND RESUBMIT
 WITH A COPY OF THE APPLICABLE STANDARD DETAIL FOR
 DRIVEWAYS.
  
  
 THANKS,
 RICK ROSSANO, SENIOR PROJECT COORD., WPB ENG. SERVICES
 DEPT., 561-494-1098, FAX: 561-494-1116 [email protected]
 FOR 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-12-29 Cont ID  
Sent By asangele Date 2022-12-29 Time 11:19 Rev Time 0.00
Received By asangele Date 2022-12-29 Time 11:19 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-12-16 Cont ID  
Sent By aoliver Date 2022-12-16 Time 11:55 Rev Time 0.00
Received By aoliver Date 2022-12-07 Time 05:43 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2022-12-29 Cont ID  
Sent By asangele Date 2022-12-29 Time 11:18 Rev Time 0.00
Received By asangele Date 2022-12-29 Time 11:18 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2022-12-12 Cont ID  
Sent By asangele Date 2022-12-12 Time 17:02 Rev Time 0.00
Received By asangele Date 2022-12-12 Time 17:02 Sent To  
Notes
2022-12-12 17:04:46FAILED
 12/12/2022
  
  
 PLEASE PROVIDE THE WIDTH MEASUREMENT OF THE EXISTING
 DRIVEWAY.
  
  
 SINGLE DRIVEWAY WIDTH CANNOT EXCEED 20FT
  
  
  
 ALEXIS SANGELEER
 PLANNER
 [email protected]


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