Plan Review Details - Permit 22011124
Plan Review Stops For Permit 22011124
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2022-04-04 Cont ID  
Sent By rrossano Date 2022-04-04 Time   Rev Time 0.00
Received By rrossano Date 2022-04-04 Time   Sent To  
Notes
2022-04-04 11:32:12PASSED WITH PROVISOS:
  
 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
  
 CALL 811 FOR UTILITY LOCATES 48 HRS. BEFORE
 CONSTRUCTION.
  
 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 ENG ENGINEERING CSD
Rev No 2 Status F Date 2022-02-23 Cont ID  
Sent By ldeloren Date 2022-02-23 Time   Rev Time 0.00
Received By ldeloren Date 2022-02-23 Time   Sent To  
Notes
2022-02-23 11:31:45 
 SURVEY SUBMITTED INDICATES THAT THE PROPOSED DRIVEWAY
 WILL REQUIRE A NEW DRIVEWAY APPROACH AS IT DOES NOT
 ALIGN WITH THE CURRENT CURB CUT.
  
 SHOW PROPOSED CONCRETE APRON(S), 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/ENGIN
 EERING-STANDARDS-DETAILS
  
 LYNN DELORENZO, PROJECT COORDINATOR,
 CITY OF WPB ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1085, FAX: (561) 494-1116,
 EMAIL: [email protected]
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 STANDARDS-DETAILS
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2022-01-31 Cont ID  
Sent By ldeloren Date 2022-01-31 Time   Rev Time  
Received By ldeloren Date 2022-01-31 Time   Sent To  
Notes
2022-01-31 10:02:04DRIVEWAY CONSTRUCTION SPECS
  
 SUBMIT DRIVEWAY PLAN FOR CORRECT ADDRESS, SUBMITTED
 PLAN SHOWS 1105 SUMMIT BLVD.
  
 SHOW PROPOSED CONCRETE APRON(S), 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/ENGIN
 EERING-STANDARDS-DETAILS
  
 MAXIMUM DRIVEWAY WIDTHS AT RIGHT OF WAY SHALL NOT
 EXCEED 20 FT.PLUS TWO 3 FT. FLARES.
  
 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.)
  
 CALCULATION FOR NEW DRIVEWAY IN CONFORMANCE WITH
 MUNICIPAL CODE REQUIRES THAT 75% OF YOUR FRONT YARD BE
 LANDSCAPE AREA (GREEN AREA). THE REMAINING S.F. MAY BE
 UTILIZED FOR DRIVEWAY. IF USING PAVERS ON SAND BASE,
 EXTRA S.F. MAY BE GRANTED. FOR QUESTIONS ON THE SUBJECT
 MATTER CONTACT:
 CITY OF WPB PLANNING DEPT., 401 CLEMATIS STREET, 2ND
 FLOOR, W.P.B., FL 33401 OR P.O. BOX 3366, W.P.B., FL
 33402 - PHONE: 561.822.1435
  
 THANKS,
 LYNN DELORENZO, PROJECT COORDINATOR,
 CITY OF WPB ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1085, 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. 561-822-2210
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-04-05 Cont ID  
Sent By asangele Date 2022-04-05 Time 11:50 Rev Time 0.00
Received By asangele Date 2022-04-05 Time 11:50 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-02-24 Cont ID  
Sent By aoliver Date 2022-02-24 Time 10:34 Rev Time 0.00
Received By aoliver Date 2022-02-16 Time 09:59 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-02-04 Cont ID  
Sent By asangele Date 2022-02-04 Time 15:08 Rev Time 0.00
Received By asangele Date 2022-02-04 Time 15:08 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status P Date 2022-04-14 Cont ID  
Sent By asangele Date 2022-04-14 Time 14:47 Rev Time 0.00
Received By asangele Date 2022-04-14 Time 14:47 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 2022-04-05 Cont ID  
Sent By asangele Date 2022-04-05 Time 11:49 Rev Time 0.00
Received By asangele Date 2022-04-05 Time 11:49 Sent To  
Notes
2022-04-05 11:50:314/5/2022
 FAIL
 PLEASE PROVIDE WIDTH OF THE DRIVEWAY ON THE SURVEY
 DRIVEWAY CANNOT EXCEED 20FT IN WIDTH
  
  
 ALEXIS SANGELEER
 ASSOCIATE PLANNER
 [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2022-02-17 Time   Rev Time 0.00
Received By asangele Date 2022-02-17 Time 14:20 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2022-02-04 Cont ID  
Sent By asangele Date 2022-02-04 Time 15:06 Rev Time 0.00
Received By asangele Date 2022-02-04 Time 15:06 Sent To  
Notes
2022-02-04 15:08:15FAILED: SURVEY AND APPLICATION ADDRESS DO NOT MATCH.
  
 ALEXIS SANGELEER
 ASSOICATE PLANNER


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