Plan Review Details - Permit 22031471
Plan Review Stops For Permit 22031471
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Rev No 4 Status P Date 2022-05-23 Cont ID  
Sent By rrossano Date 2022-05-23 Time   Rev Time 0.00
Received By rrossano Date 2022-05-23 Time   Sent To  
Notes
2022-05-23 10:24:35PASSED WITH PROVISOS:
  
 THERE ARE WATER METERS AND SANITARY CLEANOUTS IN THE
 IMMEDIATE VICINITY OF THE PROPOSED WORK. DO NOT
 CONSTRUCT DRIVEWAY ON TOP OF WATER METERS, SANITARY
 CLEANOUTS, STORMWATER INLETS ETC.
  
 CALL FOR LOCATES, DIAL 811 BEFORE YOU DIG. FOR MORE
 INFO ON "CALL BEFORE YOU DIG", GO TO
 HTTP://WWW.SUNSHINE811.COM (REF: UNDERGROUND FACILITY
 DAMAGE PREVENTION AND SAFETY ACT, FLORIDA STATUTE,
 CHAPTER 556.)
  
 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 3 Status F Date 2022-05-09 Cont ID  
Sent By rrossano Date 2022-05-09 Time   Rev Time 0.00
Received By rrossano Date 2022-05-09 Time   Sent To  
Notes
2022-05-09 09:06:35PLEASE ADDRESS ZONING COMMENT DATED 4/22/22.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2022-04-25 Cont ID  
Sent By rrossano Date 2022-04-25 Time   Rev Time 0.00
Received By rrossano Date 2022-04-25 Time   Sent To I
Notes
2022-04-25 09:03:55INDICATE AREAS OF PROPOSED DRIVEWAY CONSTRUCTION ON A
 COPY OF THE PROPERTY SURVEY.
  
 DIMENSION DRIVEWAYS, LOCATED HORIZONTALLY AND
 VERTICALLY.
  
 CALL OUT MIN. 3 FT. SETBACK FROM 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.
  
 CALL FOR LOCATES, DIAL 811 BEFORE YOU DIG. FOR MORE
 INFO ON "CALL BEFORE YOU DIG", GO TO
 HTTP://WWW.SUNSHINE811.COM (REF: UNDERGROUND FACILITY
 DAMAGE PREVENTION AND SAFETY ACT, FLORIDA STATUTE,
 CHAPTER 556.)
  
 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 2022-04-04 Cont ID  
Sent By rrossano Date 2022-04-04 Time   Rev Time  
Received By rrossano Date 2022-04-04 Time   Sent To  
Notes
2022-04-04 12:12:39DRIVEWAY APRON IS NOT SHOWN ON SUBMITTED DRAWING. IS A
 NEW APRON PROPOSED? IF SO, 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
 DO NOT CONSTRUCT APRON ON TOP OF ANY WATER METERS,
 SANITARY CLEANOUTS, STORM INLETS ETC. IN VICINITY OF
 PROPOSED DRIVEWAY.
  
  
 THANKS,
 RICK ROSSANO, SENIOR PROJECT COORDINATOR, CITY OF WPB
 ENGINEERING SERVICES DEPARTMENT
 (561) 494-1098, FAX: (561) 494-1116 EMAIL:
 [email protected]
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 STANDARDS-DETAILS
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-22
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-05-24 Cont ID  
Sent By lmarchan Date 2022-05-24 Time 09:21 Rev Time 0.00
Received By lmarchan Date 2022-05-12 Time 16:16 Sent To  
Notes
***NONE***
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Rev No 3 Status N Date 2022-05-09 Cont ID  
Sent By asangele Date 2022-05-09 Time 16:06 Rev Time 0.00
Received By asangele Date 2022-05-09 Time 16:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-04-26 Cont ID  
Sent By aoliver Date 2022-04-26 Time 06:44 Rev Time 0.00
Received By aoliver Date 2022-04-18 Time 07:49 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-04-08 Cont ID  
Sent By asangele Date 2022-04-08 Time 09:03 Rev Time 0.00
Received By asangele Date 2022-04-08 Time 09:03 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status P Date 2022-05-18 Cont ID  
Sent By vbroglia Date 2022-05-18 Time 16:56 Rev Time 0.00
Received By vbroglia Date 2022-05-18 Time 16:56 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 2022-05-09 Cont ID  
Sent By asangele Date 2022-05-09 Time 15:54 Rev Time 0.00
Received By asangele Date 2022-05-09 Time 15:54 Sent To  
Notes
2022-05-09 16:04:325/9/2022
 FAIL
 AS I STATED IN OUR IN PERSON CONVERSATION YOU ARE
 ALLOWED TO REPLACE YOU EXISTING DRIVEWAY PATH SINCE IT
 IS ALREADY PRE EXISTING. HOWEVER YOU ARE NOT ALLOWED TO
 EXPAND WHAT IS ALREADY THERE BECAUSE YOU ARE NOT
 ALLOWED TO CREATE MORE NONCONFORMING THAT WOULD NOT
 MEET CURRENT CODE STANDARDS. PLEASE LABEL SURVEY
 REPLACING EXISTING DRIVEWAY NO EXPLAINING WILL BE MADE
 ON THE SURVEY THAT SHOWS THE CURRENT DRIVEWAY RUNNERS.
 IN ADDITION THE SHED IS CONSIDERED AN ACCESSORY
 STRUCTURE THEREFORE THE SETBACKS FOR THE SLAB WOULD BE
 5FT REAR AND 5FT SIDE SETBACK.
  
  
 ALEXIS SANGELEER
 ASSOCIATE PLANNER
 [email protected]
 561-822-1443
Review Stop Z ZONING
Rev No 2 Status F Date 2022-04-22 Cont ID  
Sent By asangele Date 2022-04-22 Time 14:54 Rev Time 0.00
Received By asangele Date 2022-04-22 Time 14:54 Sent To  
Notes
2022-04-22 15:01:504/22/2022
 FAIL
 AS PREVOUS COMMENT STATED THERE HAS TO BE A MIN. OF A
 3FT SETBACK FROM THE PROPERTY TO WHERE THE PROPOSED
 DRIVEWAY CAN BE LOCATED.
  
  
 ALEXIS SANGELEER
 ASSOCIATE PLANNER
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2022-04-08 Cont ID  
Sent By asangele Date 2022-04-08 Time 08:48 Rev Time 0.00
Received By asangele Date 2022-04-08 Time 08:48 Sent To  
Notes
2022-04-08 09:03:034/8/2022
 FAIL
 PLEASE INDICATE ON THE SURVEY WHERE YOU ARE PLANNING ON
 LOCATING THE DRIVEWAY THERE ALSO IS A LANDSCAPE
 REQUIREMENT
 * DRIVEWAY CANNOT EXCEED 20FT IN WIDTH
 *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).
 * DRIVEWAY HAS TO BE LOCATED 3FT MINIMUN OFF THE SIDE
 SETBACK
  
 ALEXIS SANGELEER
 ASSOCIATE PLANNER
 [email protected]
  


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