Plan Review Details - Permit 22050319
Plan Review Stops For Permit 22050319
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Rev No 3 Status P Date 2022-09-19 Cont ID  
Sent By rrossano Date 2022-09-19 Time   Rev Time 0.00
Received By rrossano Date 2022-09-19 Time   Sent To I
Notes
2022-09-19 10:25:49PASSED WITH PROVISOS:
  
 DO NOT CONSTRUCT DRIVEWAY OR DRIVEWAY APRON ON TOP OF
 WATER METERS, SANITARY CLEANOUTS, OR STORMWATER INLETS.
 PROTECT STORM DRAIN INLETS IN VICINITY FROM
 CONSTRUCTION RUNOFF AND DEBRIS USING BEST MANAGEMENT
 PRACTICES (FILTER FABRIC, 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
  
 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 COORDINATOR, CITY OF WPB
 ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected] HTTPS://WWW.WPB.ORG/GOVERNMENT/
 ENGINEERING/ENGINEERING-STANDARDS-DETAILS
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2022-08-23 Cont ID  
Sent By rrossano Date 2022-08-23 Time   Rev Time 0.00
Received By rrossano Date 2022-08-23 Time   Sent To I
Notes
2022-08-23 10:11:00DRIVEWAY WIDTH SHALL NOT EXCEED 20 FT. PLUS TWO 3 FT.
 FLARES AS PREVIOUSLY STATED. REVISED DRAWING SHOWS 25
 FT. DRIVEWAY PLUS TWO 3 FT. FLARES.
  
 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
  
 UPDATE SURVEY WITH REQUESTED INFORMATION AND RESUBMIT
 WITH A COPY OF THE APPLICABLE STANDARD DETAIL FOR
 DRIVEWAYS.
  
 THANKS,
 RICK ROSSANO, SENIOR PROJECT COORDINATOR, CITY OF WPB
 ENGINEERING SERVICES DEPARTMENT
 (561) 494-1098, FAX: (561) 494-1116 EMAIL:
 [email protected]
 CENTRAL OPERATIONS CENTER (DISPATCH):
 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 2022-05-23 Cont ID  
Sent By rrossano Date 2022-05-23 Time   Rev Time  
Received By rrossano Date 2022-05-23 Time   Sent To I
Notes
2022-05-23 10:52:41LABEL EXISTING AND PROPOSED DRIVEWAYS' LENGTHS AND
 WIDTHS.
  
 CALL OUT SETBACK FROM EDGE OF PROPERTY. 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 COMBINED DRIVEWAY WIDTHS SHALL NOT EXCEED 20 FT
 TOTAL.
  
 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 COORDINATOR, CITY OF WPB
 ENGINEERING SERVICES DEPARTMENT
 (561) 494-1098, FAX: (561) 494-1116 EMAIL:
 [email protected]
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-09-20 Cont ID  
Sent By shill Date 2022-09-20 Time 18:12 Rev Time 0.00
Received By shill Date 2022-09-09 Time 07:40 Sent To  
Notes
***NONE***
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Rev No 2 Status N Date 2022-08-24 Cont ID  
Sent By aoliver Date 2022-08-24 Time 07:58 Rev Time 0.00
Received By aoliver Date 2022-08-16 Time 16:11 Sent To  
Notes
***NONE***
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Rev No 1 Status N Date 2022-05-24 Cont ID  
Sent By lmarchan Date 2022-05-24 Time 09:18 Rev Time 0.00
Received By lmarchan Date 2022-05-09 Time 10:37 Sent To  
Notes
***NONE***
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Rev No 3 Status P Date 2022-09-16 Cont ID  
Sent By asangele Date 2022-09-16 Time 13:09 Rev Time 0.00
Received By asangele Date 2022-09-16 Time 13:09 Sent To  
Notes
***NONE***
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Rev No 2 Status P Date 2022-08-22 Cont ID  
Sent By asangele Date 2022-08-22 Time 16:41 Rev Time 0.00
Received By asangele Date 2022-08-22 Time 16:41 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2022-05-12 Cont ID  
Sent By asangele Date 2022-05-12 Time 13:19 Rev Time 0.00
Received By asangele Date 2022-05-12 Time 13:19 Sent To  
Notes
2022-05-12 13:24:135/12/2022
 FAIL
 * DRIVEWAYS WIDTH CANNOT EXCEED 20FT
 * THERE IS A 3FT MIN. SETBACK FROM THE PROPERTY LINE TO
 WHERE A DRIVEWAY/PATHWAY CAN BE LOCATED
 MUST MEET FRONT LANDSCAPE REQUIREMENT: THE LESSER OF
 1,000 SQUARE FEET OR 75 PERCENT OF THE FRONT YARD AREA
 SHALL BE LANDSCAPED WITH LIVING PLANT MATERIAL (SUCH AS
 GRASS, GROUND COVER, SHRUBS, HEDGES, VINES OR TREES).
  
  
 ALEXIS SANGELEER
 ASSOCIATE PLANNER
 [email protected]


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