Plan Review Details - Permit 22100180
Plan Review Stops For Permit 22100180
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2022-11-21 Cont ID  
Sent By rrossano Date 2022-11-21 Time   Rev Time 0.00
Received By rrossano Date 2022-11-21 Time   Sent To  
Notes
2022-11-21 11:05:57PASSED WITH PROVISO:
 CALL 811 FOR UTILITY LOCATES 48 HRS. IN ADVANCE OF
 CONSTRUCTION.
  
 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 2022-10-24 Cont ID  
Sent By rrossano Date 2022-10-24 Time   Rev Time  
Received By rrossano Date 2022-10-24 Time   Sent To I
Notes
2022-10-24 09:39:24DIMENSION DRIVEWAYS INCLUDING APRON, LOCATED
 HORIZONTALLY AND VERTICALLY. CALL 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. MAXIMUM DRIVEWAY
 WIDTHS AT RIGHT OF WAY SHALL NOT EXCEED 20 FT. PLUS TWO
 3 FT. FLARES. (TWO 10 FT. DRIVEWAYS PLUS 3 FT. FLARES
 ON EACH ARE ACCEPTABLE).
  
 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 2023-01-14 Cont ID  
Sent By asangele Date 2023-01-14 Time 12:00 Rev Time 0.00
Received By shill Date 2022-12-02 Time 10:58 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-10-26 Cont ID  
Sent By shill Date 2022-10-26 Time 09:05 Rev Time 0.00
Received By shill Date 2022-10-19 Time 10:47 Sent To  
Notes
***NONE***
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 1 Status P Date 2023-01-26 Cont ID  
Sent By rgathrig Date 2023-01-26 Time 12:24 Rev Time 0.00
Received By rgathrig Date 2023-01-26 Time 12:24 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2022-12-12 Cont ID  
Sent By asangele Date 2022-12-12 Time 12:05 Rev Time 0.00
Received By asangele Date 2022-12-12 Time 12:05 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2022-12-02 Cont ID  
Sent By asangele Date 2022-12-02 Time 10:53 Rev Time 0.00
Received By asangele Date 2022-12-02 Time 10:53 Sent To  
Notes
2022-12-02 10:57:5812/2/2022
 FAILED
  
  
 DRIVEWAY B WIDTH CANNOT BE 18FT SINCE YOU ARE PROPOSING
 TWO SEPARATE DRIVEWAYS THE WIDTH OF BOTH DRIVEWAYS
 CANNOT EXCEED 10FT.
  
  
  
  
 ALEXIS SANGELEER
 ASSOCIATE PLANNER
 [email protected]
  
  
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 2022-10-21 Cont ID  
Sent By asangele Date 2022-10-21 Time 15:27 Rev Time 0.00
Received By asangele Date 2022-10-21 Time 15:27 Sent To  
Notes
2022-10-21 15:30:25FAILED
 10/21/2022
  
  
 IF YOU ARE PROPSING TWO SEPARATE DRIVEWAYS THE WIDTH
 CANNOT EXCEED 10FT EACH
  
  
 DRIVEWAY E MEASUREMENT WAS NOT PROVIDED AND DRIVEWAY B
 IS SHOWING A MEASUREMENT OF 20FT IN WIDTH.
  
  
  
 ALEXIS SANGELEER
 ASSOCIATE PLANNER
 [email protected]


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