Plan Review Details - Permit 23050948
Plan Review Stops For Permit 23050948
Review Stop ENG ENGINEERING CSD
Rev No 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2023-07-03 Cont ID  
Sent By cseifer Date 2023-07-03 Time 12:28 Rev Time 0.00
Received By cseifer Date 2023-07-03 Time 12:27 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2023-06-02 Cont ID  
Sent By lquinone Date 2023-06-02 Time 13:15 Rev Time 0.00
Received By lquinone Date 2023-06-02 Time 13:15 Sent To  
Notes
2023-06-02 13:16:20DIMENSION 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.
  
 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 (APRON-OUTSIDE
 PROPERTY LINE) 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,
 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 I INCOMING/PROCESSING
Rev No 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By amcgrego Date 2023-07-19 Time 11:24 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2023-07-07 Cont ID  
Sent By lngelman Date 2023-07-07 Time 11:29 Rev Time 0.00
Received By lngelman Date 2023-06-28 Time 08:26 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2023-06-09 Cont ID  
Sent By lngelman Date 2023-06-09 Time 14:48 Rev Time 0.00
Received By lngelman Date 2023-05-18 Time 12:15 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2023-07-07 Cont ID  
Sent By lngelman Date 2023-07-07 Time 11:29 Rev Time 0.00
Received By lngelman Date 2023-07-07 Time 11:22 Sent To  
Notes
2023-07-07 11:29:02DRIVEWAY WIDTH IS MEASURED AT FRONT PROPERTY LINE,
 APRON/FLARES SHOULD BE OUTSIDE PROPERTY LINE,
 CONNECTING TO THE RIGHT-OF-WAY, OR IT MUST BE MEASURED
 AS PART OF THE DRIVEWAY WIDTH. DRIVEWAY PORTION IS OK,
 BUT LOCATION OF APRON ON SHEET L1 DOES NOT COMPLY WITH
 MAXIMUM DRIVEWAY WIDTH OR MINIMUM 3 FOOT SETBACK.
 REVISE PLANS.
  
 PREVIOUS COMMENTS ABOUT FRONT YARD LOT COVERAGE WERE
 NOT ACKNOWLEDGED. PLEASE INCLUDE SITE DETAILS ON SITE
 SHEET AND INDICATE THE IMPERIVOUS/PERVIOUS SURFACE
 RATIO FOR THE FRONT YARD ONLY (FIRST 25 FEET FROM FRONT
 PROPERTY LINE).
  
 ****REVIEWED BY*****
 LINDSEY GELMAN
 561-822-1275
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2023-06-09 Cont ID  
Sent By lgelman Date 2023-06-09 Time 14:45 Rev Time 0.00
Received By lngelman Date 2023-06-09 Time 14:38 Sent To  
Notes
2023-06-09 14:45:52SEPARATE PERMIT REQUIRED FOR:
 FENCE/WALL, AWNINGS, SIGNS, PARKING LOT, GENERATOR,
 MECHANICAL/AC/POOL EQUIPMENT, DUMPSTER ENCLOSURE,
 IRRIGATION, LANDSCAPE, OTHER.
  
 PER CODE SECTION 94-482(A) PARKING AREAS LOCATED IN THE
 FRONT YARD SHALL BE SURFACED WITH A NONDUSTING SURFACE
 IN COMPLIANCE WITH SUBSECTION 94-485(E). IT SHALL BE A
 VIOLATION OF THIS CHAPTER TO PARK ON ANY UNPAVED AREAS
 AS DESCRIBED IN THIS ARTICLE.
  
 DRIVEWAYS WITHIN A FRONT YARD MUST BE THREE FEET FROM A
 SIDE OR REAR PROPERTY LINE, DRIVEWAY MAY BE REPLACED IN
 THE EXACT LOCATION OR WITH A GREATER SETBACK THAN
 CURRENTLY EXISTS.
  
 PER CODE SECTION 94-312(C)(1). A SINGLE DRIVEWAY WITH A
 WIDTH OF NO GREATER THAN 20 FEET AT THE PROPERTY LINE
 OR WHERE THE DRIVEWAY ADJOINS THE APRON IF THE APRON IS
 NOT LOCATED WHOLLY WITHIN THE RIGHT-OF-WAY.
  
 *******
  
 INCLUDE DRIVEWAY MEASUREMENTS FOR SETBACKS, PAVER
 DIMENSIONS, AND WIDITH OF DRIVEWAY AT THE PROPERTY
 LINE. DRIVEWAYS WITHIN A FRONT YARD MUST BE THREE FEET
 FROM A SIDE OR REAR PROPERTY LINE. MUST REVISE PLANS.
  
  
 LNG X1275


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