Plan Review Details - Permit 22100651
Plan Review Stops For Permit 22100651
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2023-02-21 Cont ID  
Sent By rrossano Date 2023-02-21 Time   Rev Time 0.00
Received By rrossano Date 2023-02-21 Time   Sent To  
Notes
2023-02-21 11:22:28PASSED 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,
 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 ENG ENGINEERING CSD
Rev No 1 Status F Date 2022-10-19 Cont ID  
Sent By rrossano Date 2022-10-19 Time   Rev Time  
Received By rrossano Date 2022-10-19 Time   Sent To  
Notes
2022-10-19 12:37:56CALL OUT MIN. 3 FT. SETBACK FROM EDGE OF PROPOSED
 DRIVEWAY TO PROPERTY LINE. SHOW ANY WATER METERS,
 SANITARY CLEANOUTS, STORM INLETS ETC. IN VICINITY OF
 PROPOSED DRIVEWAY. DO NOT CONSTRUCT DRIVEWAY ON TOP OF
 WATER METERS, SANITARY CLEANOUTS, STORMWATER INLETS
 ETC.
  
 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
  
 SHOW WIDTHS OF PROPOSED DRIVEWAY APRONS. MAXIMUM
 DRIVEWAY WIDTHS AT RIGHT OF WAY SHALL NOT EXCEED 20 FT.
 (OR TWO 10 FT. APRONS) PLUS TWO 3 FT. FLARES ON EACH
 DRIVEWAY.
  
 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
  
 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 2023-03-03 Cont ID  
Sent By asangele Date 2023-03-03 Time 09:51 Rev Time 0.00
Received By asangele Date 2023-02-20 Time 09:51 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status P Date 2022-10-20 Cont ID  
Sent By afowlkes Date 2022-10-20 Time 16:09 Rev Time 0.00
Received By afowlkes Date 2022-10-17 Time 06:04 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 2 Status P Date 2023-03-03 Cont ID  
Sent By ASangele Date 2023-03-03 Time 09:51 Rev Time 0.00
Received By asangele Date 2023-03-03 Time 09:51 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status F Date 2022-10-20 Cont ID  
Sent By afowlkes Date 2022-10-20 Time 16:07 Rev Time 0.00
Received By afowlkes Date 2022-10-20 Time 16:07 Sent To  
Notes
2022-10-20 16:08:4410/20/22 FAILED
  
 CALL OUT THE SIDE SETBACKS FOR THE DRIVEWAYS.
  
 ADDITIONALLY, PROVIDE THE WIDTH OF THE DRIVEWAYS AT THE
 POINT THEY CONNECT TO THE APRON. PER CITY CODE THIER
 COMBINED WIDTH CANNOT EXCEED 20 FT.
  
 ALEANDER FOWLKES
 [email protected]
 5618221431


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