Plan Review Details - Permit 22060278
Plan Review Stops For Permit 22060278
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2022-11-07 Cont ID  
Sent By rrossano Date 2022-11-07 Time   Rev Time 0.00
Received By rrossano Date 2022-11-07 Time   Sent To I
Notes
2022-11-07 11:24:49PASSED WITH PROVISO:
  
  
 THERE ARE WATER AND SEWER LINES IN THE VICINITY OF THIS
 PROJECT. PER CHAPTER 556 OF THE FLORIDA STATE STATUTES,
 YOU MUST CALL 811 FOR UTILITY LOCATES AT LEAST TWO FULL
 BUSINESS DAYS IN ADVANCE OF ANY CONSTRUCTION OR
 DEMOLITION WORK. INFORMATION CAN BE FOUND HERE:
 HTTP://WWW.SUNSHINE811.COM/
  
  
  
 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 ENG ENGINEERING CSD
Rev No 2 Status F Date 2022-10-14 Cont ID  
Sent By rrossano Date 2022-10-14 Time   Rev Time 0.00
Received By rrossano Date 2022-10-14 Time   Sent To  
Notes
2022-10-14 13:27:31DRAWING SHOWS DRIVEWAY WIDTH OF 12 FT. WHICH CONFLICTS
 WITH NOTE SHOWING MAX. 10 FT. WIDTH AT RIGHT OF WAY.
 UPDATE DRAWING WITH CORRECTED MEASUREMENTS OF 10 FT.
 APRONS AT RIGHT OF WAY.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2022-10-07 Cont ID  
Sent By rrossano Date 2022-10-07 Time   Rev Time  
Received By rrossano Date 2022-10-07 Time   Sent To  
Notes
2022-10-07 09:04:49CALL 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. (TWO 10 FT.
 DRIVEWAYS PLUS 3 FT. FLARES ON EACH ARE ACCEPTABLE).
  
 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.
  
 UPDATE SURVEY WITH REQUESTED INFORMATION AND RESUBMIT
 WITH A COPY OF THE APPLICABLE STANDARD DETAIL FOR
 DRIVEWAYS.
  
 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 3 Status N Date 2022-11-08 Cont ID  
Sent By aoliver Date 2022-11-08 Time 11:51 Rev Time 0.00
Received By aoliver Date 2022-10-25 Time 06:34 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2022-10-24 Cont ID  
Sent By afowlkes Date 2022-10-24 Time 14:47 Rev Time 0.00
Received By afowlkes Date 2022-10-14 Time 09:34 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-10-07 Cont ID  
Sent By afowlkes Date 2022-10-07 Time 16:08 Rev Time 0.00
Received By afowlkes Date 2022-10-05 Time 08:38 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2022-10-28 Cont ID  
Sent By afowlkes Date 2022-10-28 Time 10:03 Rev Time 0.00
Received By afowlkes Date 2022-10-28 Time 10:03 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2022-10-24 Cont ID  
Sent By afowlkes Date 2022-10-24 Time 14:45 Rev Time 0.00
Received By afowlkes Date 2022-10-24 Time 14:45 Sent To  
Notes
2022-10-24 14:47:4010/24/22 FAILED
 PREVIOUS COMMENTS NOT ADDRESSED, SEE BELOW
  
 NEED TO PROVIDE THE TOTAL PROPOSED SQAURE FOOTAGE OF
 THE DRIVEWAY. PER CITY CODE, THE LESSER OF 75% OR 1000
 SQ FT MUST BE LANDSCAPED WITH LIVING PLANT MATERIAL
  
 THE COMBINED WIDTH OF BOTH ACCESS POINTS CANNOT EXCEED
 20 FT. THE NOTE THAT WAS ADDED DOES NOT REFLECT THE
 SITE PLAN
  
 ALEXANDER FOWLKES
 [email protected]
 5618221431
Review Stop Z ZONING
Rev No 1 Status F Date 2022-10-07 Cont ID  
Sent By afowlkes Date 2022-10-07 Time 16:05 Rev Time 0.00
Received By afowlkes Date 2022-10-07 Time 16:05 Sent To  
Notes
2022-10-07 16:08:2510/07/22 FAILED
  
 NEED TO CALL OUT A 3 FT SETBACK FROM BOTH OF THE SIDE
 PROPERTY LINES
  
 NEED TO PROVIDE THE TOTL PROPOSED SQAURE FOOTAGE OF THE
 DRIVEWAY. PER CITY CODE, THE LESSER OF 75% OR 1000 SQ
 FT MUST BE LANDSCAPED WITH LIVING PLANT MATERIAL
  
 THE COMBINED WIDTH OF BOTH ACCESS POINTS CANNOT EXCEED
 20 FT.
  
 ALEXANDER FOWLKES
 [email protected]
 5618221431


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