Plan Review Details - Permit 23020687
Plan Review Stops For Permit 23020687
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2023-04-04 Cont ID  
Sent By lquinone Date 2023-04-04 Time 08:31 Rev Time 0.00
Received By lquinone Date 2023-04-04 Time 08:31 Sent To  
Notes
2023-04-04 08:34:28PASSED WITH PROVISO:
 PLEASE CONTACT JOE MINGLE IN PUBLIC WORKS AT
 [email protected] OR 561-822-2075 REGARDING THE EXISTING
 STREETLIGHT AND ASSOCIATED ELECTRICAL BOX TO ASCERTAIN
 MINIMUM LATERAL CLEARANCE FROM BOTH. NOTE THAT THE
 ELECTRICAL BOX IS NOT VEHICLE WEIGHT-BEARING (CARS
 CANNOT DRIVE OVER IT).
 IN CASE OF UTILITY RELOCATION TO ACCOMODATE PROPOSED
 DRIVEWAY (APRON), IT SHALL BE DONE AT PERMITTES'
 EXPENSE.
 CALL 811 FOR UTILITY LOCATES 48 HRS. IN ADVANCE OF
 CONSTRUCTION.
 THANKS,
 LINDA M. QUINONES-CINTRON, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPARTMENT (561) 494-1085
 [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 2023-02-21 Cont ID  
Sent By rrossano Date 2023-02-21 Time   Rev Time  
Received By rrossano Date 2023-02-21 Time   Sent To  
Notes
2023-02-21 12:02:53INDICATE 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 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.
  
 UTILITY RELOCATION TO ACCOMMODATE PROPOSED DRIVEWAY
 SHALL BE DONE AT PERMITTEES' EXPENSE.
  
 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
  
 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
  
 TO RESUBMIT, YOU MUST FIRST WAIT TILL ALL THE PLAN
 REVIEWS ARE COMPLETE. EVEN IF YOU FAILED ONE TRADE AND
 WANT TO ADDRESS THE COMMENTS IMMEDIATELY, YOU MUST WAIT
 FOR ALL OTHER TRADES TO REVIEW YOUR PLAN. RESUBMITTING
 BEFORE PLAN REVIEW IS COMPLETE WILL DELAY YOUR PLAN
 REVIEW TIME.
  
 ONCE ALL PLAN REVIEWS ARE COMPLETE, IF YOU DON???T
 UNDERSTAND THE FAILED PLAN REVIEW COMMENTS, AS A BEST
 PRACTICE YOU SHOULD CALL OR EMAIL YOUR PLAN REVIEWER TO
 DISCUSS. EVERY PLAN REVIEWER INCLUDES THEIR NAME, PHONE
 AND EMAIL ADDRESS IN THE COMMENTS. TO VIEW YOUR PLAN
 REVIEW COMMENTS ONLINE, GO TO THE DEVELOPMENT SERVICES
 WEBSITE AT HTTPS://WWW.WPB.ORG/GOVERNMENT/DEVELOPMENT-S
 ERVICES/PERMITS AND SEE ???WHERE CAN I FIND MY PLAN
 REVIEW COMMENTS ONLINE???? FOR INSTRUCTIONS.
  
 FOR QUESTIONS ABOUT HOW TO RESUBMIT, SEE INFO ON
 WEBSITE OR EMAIL [email protected] AND A BUILDING DIVISION
 TEAM MEMBER WILL HELP YOU.
  
 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 2023-04-06 Cont ID  
Sent By avolcy Date 2023-04-06 Time 10:17 Rev Time 0.00
Received By avolcy Date 2023-03-27 Time 16:40 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2023-03-23 Cont ID  
Sent By avolcy Date 2023-03-23 Time 11:55 Rev Time 0.00
Received By avolcy Date 2023-02-17 Time 13:59 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 2 Status P Date 2023-04-06 Cont ID  
Sent By avolcy Date 2023-04-06 Time 10:17 Rev Time 0.00
Received By avolcy Date 2023-04-06 Time 10:17 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status F Date 2023-03-23 Cont ID  
Sent By AVolcy Date 2023-03-23 Time 11:48 Rev Time 0.00
Received By avolcy Date 2023-03-23 Time 11:48 Sent To  
Notes
2023-03-23 11:52:3103.23.2023 - FAILED
  
 ON SURVEY, PROVIDE WIDTH OF THE DRIVEWAY ON PLANS,
 MEASURED AT THE PROPERTY LINE.
  
 PROVIDE DRIVEWAY SETBACKS. MIN SETBACK REQUIREMENT IS
 3FT.
  
 **** REVIEWD BY ****
 GAISHA (ANNE CLERISSE) VOLCY
 PLANNER
 [email protected]
  
  


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