Plan Review Details - Permit 22041402
Plan Review Stops For Permit 22041402
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2022-08-30 Cont ID  
Sent By pvalenti Date 2022-08-30 Time 13:00 Rev Time 0.00
Received By pvalenti Date 2022-08-30 Time 13:00 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2022-07-25 Cont ID  
Sent By shill Date 2022-07-25 Time 06:06 Rev Time 0.00
Received By shill Date 2022-07-25 Time 06:06 Sent To  
Notes
2022-07-25 06:07:02PREVIOUS COMMENT NOT ADDRESSED
  
 PETER E VALENTI
 BUILDING PLANS EXAMINER II
 [email protected]
 561 805 6673
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 BUILDING REVIEW DENIED:
  
 FBC B 107.2.1, PROVIDE, ON SURVEY, DRAINAGE INDICATORS
 SHOWING THE DIRECTION OF WATER RUN OFF.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-07-05 Cont ID  
Sent By pvalenti Date 2022-07-05 Time 09:37 Rev Time 0.00
Received By pvalenti Date 2022-07-05 Time 09:21 Sent To  
Notes
2022-07-05 09:40:18PETER E VALENTI
 BUILDING PLANS EXAMINER II
 [email protected]
 561 805 6673
  
 FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 BUILDING REVIEW DENIED:
  
 FBC B 107.2.1, PROVIDE, ON SURVEY, DRAINAGE INDICATORS
 SHOWING THE DIRECTION OF WATER RUN OFF.
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2022-09-14 Cont ID  
Sent By rrossano Date 2022-09-14 Time   Rev Time 0.00
Received By rrossano Date 2022-09-14 Time   Sent To I
Notes
2022-09-14 08:38:02PASSED WITH PROVISOS:
  
 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
  
 CALL 811 FOR UTILITY LOCATES 48 HRS. IN ADVANCE OF
 CONSTRUCTION.
  
  
 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
 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 2022-08-30 Cont ID  
Sent By rrossano Date 2022-08-30 Time   Rev Time 0.00
Received By rrossano Date 2022-08-30 Time   Sent To I
Notes
2022-08-30 13:22:29PREVIOUS COMMENT:
  
 IT IS NOT CLEAR IF PAVERS ARE BEING PROPOSED IN CITY
 RIGHT OF WAY. PLEASE CONFIRM.
  
 PER PREVIOUS REVIEW, THE PAVER DRIVEWAY AGREEMENT IS A
 REQUIREMENT IF PAVERS ARE USED IN THE RIGHT OF WAY
 PORTION OF THE DRIVEWAY. THE AGREEMENT SHALL SHOW
 PROPERTY ADDRESS, PCN NUMBER, PLAT BOOK AND PAGE
 NUMBERS AND MUST THEN BE RECORDED BY APPLICANT AT PALM
 BEACH COUNTY COURTHOUSE - RECORDING DEPT. 4.25. A
 RECORDED COPY OF THIS DOCUMENT SHOULD THEN BE FAXED TO
 (561) 494-1116. ATTENTION: DRIVEWAY REVIEWER, AND ALSO
 UPLOADED WITH RESUBMITTAL OF DEVELOPMENT SERVICES
 APPLICATION FOR DRIVEWAY. DOCUMENT NEEDS TO BE RECORDED
 PRIOR TO FINAL SIGN OFF.
  
 FOR A PDF COPY OF THE PAVER DRIVEWAY AGREEMENT GO TO:
 HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3298/637
 523652570000000
  
 ADDITIONALLY, THERE IS A PALM BEACH COUNTY DRIVEWAY
 DETAIL UPLOADED. PLEASE REMOVE AND ADD CITY OF WPB
 STANDARD DETAIL FOR DRIVEWAY CONSTRUCTION, YOU CAN FIND
 IT HERE:
 HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
 STANDARDS-DETAILS
  
 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]
  
 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 2 Status F Date 2022-08-12 Cont ID  
Sent By rrossano Date 2022-08-12 Time   Rev Time 0.00
Received By rrossano Date 2022-08-12 Time   Sent To  
Notes
2022-08-12 11:20:17IT IS NOT CLEAR IF PAVERS ARE BEING PROPOSED IN CITY
 RIGHT OF WAY. PLEASE CONFIRM.
  
 PER PREVIOUS REVIEW, THE PAVER DRIVEWAY AGREEMENT IS A
 REQUIREMENT IF PAVERS ARE USED IN THE RIGHT OF WAY
 PORTION OF THE DRIVEWAY. THE AGREEMENT SHALL SHOW
 PROPERTY ADDRESS, PCN NUMBER, PLAT BOOK AND PAGE
 NUMBERS AND MUST THEN BE RECORDED BY APPLICANT AT PALM
 BEACH COUNTY COURTHOUSE - RECORDING DEPT. 4.25. A
 RECORDED COPY OF THIS DOCUMENT SHOULD THEN BE FAXED TO
 (561) 494-1116. ATTENTION: DRIVEWAY REVIEWER, AND ALSO
 UPLOADED WITH RESUBMITTAL OF DEVELOPMENT SERVICES
 APPLICATION FOR DRIVEWAY. DOCUMENT NEEDS TO BE RECORDED
 PRIOR TO FINAL SIGN OFF.
  
 FOR A PDF COPY OF THE PAVER DRIVEWAY AGREEMENT GO TO:
 HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3298/637
 523652570000000
  
 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
 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 2022-08-02 Cont ID  
Sent By rrossano Date 2022-08-02 Time   Rev Time 0.00
Received By rrossano Date 2022-08-02 Time   Sent To  
Notes
2022-08-02 15:20:35DIMENSION DRIVEWAYS, 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.
  
 THE PAVER DRIVEWAY AGREEMENT IS A REQUIREMENT IF PAVERS
 ARE USED IN THE RIGHT OF WAY PORTION OF THE DRIVEWAY.
 THE AGREEMENT SHALL SHOW PROPERTY ADDRESS, PCN NUMBER,
 PLAT BOOK AND PAGE NUMBERS AND MUST THEN BE RECORDED BY
 APPLICANT AT PALM BEACH COUNTY COURTHOUSE - RECORDING
 DEPT. 4.25. A RECORDED COPY OF THIS DOCUMENT SHOULD
 THEN BE FAXED TO (561) 494-1116. ATTENTION: DRIVEWAY
 REVIEWER, AND ALSO UPLOADED WITH RESUBMITTAL OF
 DEVELOPMENT SERVICES APPLICATION FOR DRIVEWAY. DOCUMENT
 NEEDS TO BE RECORDED PRIOR TO FINAL SIGN OFF.
  
 FOR A PDF COPY OF THE PAVER DRIVEWAY AGREEMENT GO TO:
 HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3298/637
 523652570000000
  
 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
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2022-05-12 Cont ID  
Sent By amhamilt Date 2022-05-12 Time 10:10 Rev Time 0.00
Received By amhamilt Date 2022-05-12 Time 10:10 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-09-14 Cont ID  
Sent By lmarchan Date 2022-09-14 Time 08:53 Rev Time 0.00
Received By lmarchan Date 2022-09-01 Time 06:56 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-08-30 Cont ID  
Sent By pvalenti Date 2022-08-30 Time 13:00 Rev Time 0.00
Received By pvalenti Date 2022-08-06 Time 07:34 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-08-05 Cont ID  
Sent By aoliver Date 2022-08-05 Time 07:13 Rev Time 0.00
Received By aoliver Date 2022-07-05 Time 10:51 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-07-05 Cont ID  
Sent By pvalenti Date 2022-07-05 Time 09:40 Rev Time 0.00
Received By pvalenti Date 2022-04-29 Time 06:47 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status N Date 2022-07-05 Cont ID  
Sent By pvalenti Date 2022-07-05 Time 09:37 Rev Time 0.00
Received By pvalenti Date 2022-07-05 Time 09:21 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2022-08-18 Cont ID  
Sent By amhamilt Date 2022-08-18 Time 12:00 Rev Time 0.00
Received By amhamilt Date 2022-08-18 Time 12:00 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2022-08-04 Cont ID  
Sent By amhamilt Date 2022-08-04 Time 08:53 Rev Time 0.00
Received By amhamilt Date 2022-08-04 Time 08:53 Sent To  
Notes
2022-08-04 08:54:39DRIVEWAY IS BEING REPLACED EXACTLY IN THE SAME LOCATION
 AS PREVIOUS DRIVEWAY, THEREFORE, 2FT/3FT SETBACK IS NOT
 REQUIRED.
  
 ANNE HAMILTON
 HISTORIC PRESERVATION PLANNER
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2022-05-12 Cont ID  
Sent By amhamilt Date 2022-05-12 Time 10:10 Rev Time 0.00
Received By amhamilt Date 2022-05-12 Time 10:10 Sent To  
Notes
2022-05-12 10:11:32THE PERMIT HAS FAILED FOR THE FOLLOWING REASON(S)
  
 PLEASE INDICATE ON SURVEY THAT DRIVEWAY WILL BE SET
 BACK AT LEAST 3 FT FROM SIDE PROPERTY LINE (2FT PAST
 FRONT 25 FT SETBACK)
  
 ANNE HAMILTON
 HISTORIC PRESERVATION PLANNER
 [email protected]
 561.822.1428
  


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