Plan Review Details - Permit 23051655
Plan Review Stops For Permit 23051655
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2023-07-03 Cont ID  
Sent By cseifer Date 2023-07-03 Time 12:40 Rev Time 0.00
Received By cseifer Date 2023-07-03 Time 12:40 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2023-06-09 Cont ID  
Sent By lquinone Date 2023-06-09 Time 08:58 Rev Time 0.00
Received By lquinone Date 2023-06-09 Time 08:58 Sent To  
Notes
2023-06-09 08:57:54PLEASE SHOW IN THE COPY OF THE SURVEY EXISTING AND
 PROPOSED DRIVEWAY APRON. ALSO, INCLUDE CITY STANDARDS
 FOR DRIVEWAY APRON (HTTPS://WWW.WPB.ORG
 /GOVERNMENT/ENGINEERING/ENGINEERING-STANDARDS-DETAILS).
 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.
 UPDATE SURVEY WITH REQUESTED INFORMATION AND RESUBMIT
 WITH A COPY OF THE APPLICABLE STANDARD DETAIL FOR
 DRIVEWAYS.
 CALL 811 FOR UTILITY LOCATES 48 HRS. IN ADVANCE OF
 CONSTRUCTION.
  
 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 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-SERVICES/
 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 2 Status N Date 2023-07-10 Cont ID  
Sent By lngelman Date 2023-07-10 Time 16:26 Rev Time 0.00
Received By lngelman Date 2023-06-28 Time 10:07 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2023-06-22 Cont ID  
Sent By lngelman Date 2023-06-22 Time 16:53 Rev Time 0.00
Received By lngelman Date 2023-06-01 Time 10:39 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2023-07-10 Cont ID  
Sent By lngelman Date 2023-07-10 Time 16:25 Rev Time 0.00
Received By lngelman Date 2023-07-10 Time 16:25 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2023-06-22 Cont ID  
Sent By lgelman Date 2023-06-22 Time 16:53 Rev Time 0.00
Received By lngelman Date 2023-06-22 Time 16:29 Sent To  
Notes
2023-06-22 16:34:42DRIVEWAY MEASUREMENTS ARE INCONSISTENT BETWEEN SURVEY
 AND LAYOUT DOCUMENTATION. LAYOUT SHOWS DRIVEWAY WIDTH
 TO BE 18 FEET, BUT SURVEY SHOWS 21.6 FEET. MAXIMUM
 WIDTH FOR RESIDIENTIAL DRIVEWAY IS 20 FEET, DRIVEWAY
 WIDTH IS MEASURED AT THE PROPERTY LINE.
  
 PURSUANT TO CODE SECTION 94-482, NEW, OR EXISITING,
 OFF-STREET PARKING SPACES AND DRIVEWAYS WITHIN A FRONT
 YARD OR A CORNER SIDE YARD SHALL BE SET BACK A MINIMUM
 OF FIVE FEET FROM A FRONT AND/OR CORNER SIDE PROPERTY
 LINE AND THREE FEET FROM A SIDE OR REAR PROPERTY LINE,
 EXCEPT FOR THAT PORTION OF THE DRIVEWAY ADJOINING THE
 APRON.
  
 ***** REVIEWED BY *****
 LINDSEY GELMAN
 561-822-1275
 [email protected]


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