Plan Review Details - Project Z17120028
Plan Review Stops For Project Z17120028
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 01-10-2018 Cont ID  
Sent By rbrown Date 01-09-2018 Time 23:59 Rev Time 0.00
Received By rbrown Date 01-09-2018 Time 23:59 Sent To  
Notes
2018-01-10 00:05:50DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. GREASE INTERCEPTOR. A GREASE INTERCEPTOR WILL BE
 REQUIRED. PLEASE CONTACT JEFFREY ODOMS, UTILITIES O&M
 SUPERINTENDENT, PUBLIC UTILITIES DEPARTMENT, FATS OILS
 AND GREASE DIVISION, AT (561) 822-2172, OR BY EMAIL:
 [email protected]
  
 3. NO FURTHER COMMENTS ON THE PROPOSED AMENDMENTS
 ASSOCIATED WITH ADDING THE CARWASH TO THE APPROVED SITE
 PLAN. A FULL BUILDING PERMIT REVIEW WILL BE PERFORMED
 WHEN THE BUILDING PERMIT APPLICATION IS SUBMITTED.
  
 4. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS,
 FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status P Date 01-09-2018 Cont ID  
Sent By squinone Date 01-09-2018 Time   Rev Time 0.00
Received By squinone Date 01-02-2018 Time   Sent To  
Notes
2018-01-09 09:20:32CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 DATE: 01/09/2018
 PROJECT: BRAMAN MOTORCARS
 ADDRESS: 2901 OKEECHOBEE BLVD
 STATUS: PASSED
  
 THIS IS AN INITIAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS, AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES. AFTER THE SITE PLAN IS APPROVED,
 IN THE NEXT PHASE, THE FOLLOWING GENERAL COMMENTS MUST
 BE ADDRESSED PRIOR TO ISSUANCE OF CONSTRUCTION
 AUTHORIZATION INCLUDING BUILDING PERMITS AND
 ENGINEERING DEVELOPMENT APPROVAL:
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED FROM THE FOLLOWING WEBSITE LINK:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE ?AUTO-CALC
 CERTIFIED COST ESTIMATE FORM? FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
 FOLLOWING LINK:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 3. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND
 SANITARY SEWER CALCULATION (IN DETAIL I.E. AVERAGE AND
 PEAK WITH PEAKING FACTOR). SUBMIT CALCULATIONS TO
 VALIDATE METER SIZE SELECTION. SHOW THESE CALCULATIONS
 ON THE UTILITY PLAN SHEET AS WELL;
  
 4. CCTV MUST BE PROVIDED FROM MANHOLE TO MANHOLE WHERE
 THE PROPOSED SANITARY SEWER WILL BE LOCATED. CONTACT ME
 FOR THE MANHOLE NUMBER AND SUBMIT CD WITH THE
 ENGINEERING DEVELOPMENT APPROVAL APPLICATION.
 COORDINATE WITH UTILITIES O&M SANITARY SEWER
 SUPERINTENDENT CHARLES PHOENIX PROVIDE 48-HOUR NOTICE
 AND OBTAIN A RIGHT-OF-WAY PERMIT;
  
 5. SHOW THE NEAREST FIRE HYDRANT TO THIS SITE ON THE
 FINAL UTILITY PLAN. FIRE HYDRANT FLOW TEST DATA FROM
 EXISTING FIRE HYDRANT WILL BE REQUIRED PART OF THE PLAN
 SUBMITTAL. SHOW HYDRANT FLOW TEST DATA RESULT ON THE
 PLANS;
  
 6. FIRE HYDRANT TEST CAN BE REQUESTED AT (561)804-4700;
  
 7. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE
 WITHIN 100 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN
 AN EASEMENT WITHIN THE PROPERTY;
  
 8. PLEASE INCLUDE THE LATEST VERSION OF THE APPLICABLE
 CITY OF WEST PALM BEACH STANDARD UTILITY DETAILS TO THE
 DETAIL SHEET/S DURING SUBMISSION OF THE FINAL
 ENGINEERING PLANS. CONTACT THE ENGINEERING SERVICES
 DEPARTMENT FOR THE LATEST REVISED DETAILS IN CAD
 FORMAT. CITY?S STANDARD DETAILS (IN PDF FILE FORMAT)
 CAN BE DOWNLOADED FROM THE FOLLOWING SITE: HTTP://WPB.O
 RG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-
 APPLICATIONS
  
 9. PLACEMENT OF THE ANY PROPOSED METER, BACKFLOW
 PREVENTER, DCDA ETC. SHALL BE INSTALLED PER THE CITY?S
 STANDARD DETAILS. WATER METER SHOULD BE WITHIN THE
 RIGHT-OF-WAY OR INSIDE AN 'UTILITY EASEMENT' JUST
 INSIDE THE PROPERTY NEAR THE RIGHT-OF-WAY AND
 ACCESSIBLE;
  
 10. IN THE FINAL PLANS, MUST PROVIDE UTILITY CONFLICT
 TABLE (BOTTOM AND TOP OF CROSSING PIPES) AT THE
 CONFLICT POINTS OF ALL WATER, STORM AND SANITARY SEWER
 PIPES AS WELL AS OTHER FRANCHISE UTILITIES. EXISTING
 UTILITIES WITHIN THE PROPOSED SANITARY SEWER LATERAL
 ARE TO BE VERIFIED VIA SOFTDIGS, PROVIDE ALL UTILITY
 CROSSING INFORMATION;
  
 11. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE
 EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION
 POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE
 LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;
  
 12. PAVEMENT RESTORATION FOR OPEN CUT/TRENCH FOR
 UTILITY CONNECTION WORKS WILL NEED TO BE IN ACCORDANCE
 WITH 2016 CITY STANDARD DETAIL GC-9. THE ROAD SHALL BE
 MILLED/RESURFACED FOR FULL LANE WIDTH OF THE TRAVEL
 LANE(S) ENCROACHED BY THE TRENCH AREA, INCLUDING A
 TRANSITION AREA OF 50 FEET ON EACH SIDE OF THE TRENCH.
 PLEASE SHOW ON THE FINAL PLANS THE EXTENT OF THE
 MILLING AND RESURFACING;
  
 13. SHOW ON THE FINAL PLANS SIZE AND MATERIAL OF ALL
 EXISTING UTILITIES ON EXCHANGE CT. INCLUDING BUT NOT
 LIMITED TO WATER, SEWER, GAS, UNDERGROUND ELECTRIC
 CONDUITS, VALVES, ETC. PLEASE IDENTIFY THE SOURCE OF
 THE AS-BUILT INFORMATION UTILIZED FOR THE POTABLE
 WATER, SANITARY SEWER, AND STORM SEWER DESIGN;
  
 14. FOR THE FINAL WATER AND SEWER PLANS, INCLUDE A NOTE
 THAT: AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM
 BEACH CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE." FOR MORE INFORMATION REFER TO THE LINK BELOW: HT
 TP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLICA
 TIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33402
 (MAILING ADDRESS: PO BOX 3366)
 P: 561.494.1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 01-05-2018 Cont ID  
Sent By pleduc Date 01-05-2018 Time   Rev Time 0.00
Received By pleduc Date 01-05-2018 Time 16:36 Sent To  
Notes
2018-01-05 16:40:40THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING SHALL COMPLY WITH
 THE 6TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
 6. PLEASE PROVIDE ADAQUATE SIGNAGE INDICATING NO
 PARKING FIRE LANE ON BOTH SIDES OF THE DRIVE ISLE NORTH
 OF THE PROPOSED BUILDING.
  
 7. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT DOES
 NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 8. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING PLANS
 AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH THE
 REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop L LANDSCAPING
Rev No 2 Status P Date 03-09-2018 Cont ID  
Sent By rcaranci Date 03-09-2018 Time 14:40 Rev Time 0.00
Received By rcaranci Date 03-09-2018 Time 14:40 Sent To  
Notes
2018-03-09 14:41:56FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: BRAMAN MOTORCARS Z17120028 MINOR AMENDMENT
 MARCH 9, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PLEASE REVISE THE LANDSCAPE PLAN TO SHOW
 THE REQUIRED LANDSCAPE BUFFER IN THE DRIVEWAY ENTRANCE
 TO BE CLOSED AS PART OF THIS PETITION. ALSO BUBBLE THE
 CHANGED AREA AND REMOVE STOP BAR AND ANY REMNANTS OF
 THE DRIVEWAY ON THE SITE AND LANDSCAPE PLANS. ADJUST
 ANY TREE AND SHRUB COUNTS AND CALCULATIONS AS REQUIRED.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 01-05-2018 Cont ID  
Sent By rcaranci Date 01-05-2018 Time 15:54 Rev Time 0.00
Received By rcaranci Date 01-05-2018 Time 15:54 Sent To  
Notes
2018-01-05 15:55:32FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: BRAMAN MOTORCARS Z17120028 MINOR AMENDMENT
 JANUARY 5, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PLEASE REVISE THE LANDSCAPE PLAN TO SHOW THE
 REQUIRED LANDSCAPE BUFFER IN THE DRIVEWAY ENTRANCE TO
 BE CLOSED AS PART OF THIS PETITION. ALSO BUBBLE THE
 CHANGED AREA AND REMOVE STOP BAR AND ANY REMNANTS OF
 THE DRIVEWAY ON THE SITE AND LANDSCAPE PLANS. ADJUST
 ANY TREE AND SHRUB COUNTS AND CALCULATIONS AS REQUIRED.
  
Review Stop STORM STORMWATER
Rev No 2 Status P Date 03-09-2018 Cont ID  
Sent By tward Date 03-09-2018 Time 14:29 Rev Time 0.00
Received By tward Date 03-09-2018 Time 14:29 Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 1 Status N Date 01-09-2018 Cont ID  
Sent By tward Date 01-09-2018 Time 15:05 Rev Time 0.00
Received By tward Date 01-09-2018 Time 15:05 Sent To  
Notes
2018-01-09 14:50:45THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP://
 WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER
 MITS-APPLICATIONS
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. NEW FEMA FIRM MAPS AND TWO FEET OF FREEBOARD ABOVE
 BASE FLOOD ELEVATION FOR STRUCTURES IN SPECIAL FLOOD
 HAZARD AREA ARE NOW IN EFFECT. THE MAPS ARE AVAILABLE
 AT HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX?
  
 2. LABEL THE VERTICAL DATUM ON ALL THE ENGINEERING
 PLANS THAT SHOW ELEVATIONS.
  
 3. AT THE PROPOSED DRIVEWAY TO BE CLOSED, THE PAVEMENT
 SECTION SHALL BE REMOVED TO SUBGRADE WITHIN THE
 RIGHT-OF-WAY AND BACKFILLED WITH CLEAN FILL. RESTORE AS
 A LANDSCAPED (SODDED) SWALE SECTION AND GRADE TO DRAIN.
  
 4. USE THE LATEST CITY DETAILS.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE
 ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 01-10-2018 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2018-01-10 09:25:561) A 4' WIDE SIDEWALK IS SHOWN ON EXCHANGE COURT. THE
 MINIMUM ALLOWABLE SIDEWALK WIDTH IS 5' FOR SIDEWALKS
 NOT ADJACENT TO CURB AND 6' FOR SIDEWALKS ADJACENT TO
 CURB.
 2) PROVIDE PRIOR APPROVED SITE PLAN. PROVIDE MASTER
 PAVING AND DRAINAGE PLAN AT A LARGER SCALE. DIFFICULT
 TO REVIEW ACCESS MANAGMENT ON EXCHANGE COURT.
 INSUFFICIENT INFORMATION HAS BEEN PROVIDED TO COMPARE
 THE EXISTING APPROVED DRIVEWAYS TO THE NEW DRIVEWAYS ON
 EXCHANGE COURT.
 3) HOW WAS THE EXISTING TRIP GENERATION CALCULATED?
 WILL THE CAR WASH GENERATE ADDITIONAL TRIPS AND REQUIRE
 A REVISED TRAFFIC IMPACT STATEMENT?
  
 ERIK D. FERGUSON, P.E.
 CITY TRANSPORTATION ENGINEER
 [email protected]
 561-494-1092
  
Review Stop Z ZONING
Rev No 3 Status P Date 04-04-2018 Cont ID  
Sent By eschneid Date 04-04-2018 Time 16:37 Rev Time 0.00
Received By eschneid Date 04-04-2018 Time 16:37 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 03-16-2018 Cont ID  
Sent By eschneid Date 03-16-2018 Time 16:04 Rev Time 1.00
Received By eschneid Date 03-16-2018 Time 11:04 Sent To  
Notes
2018-03-16 16:18:08CASE NO. PB 1222P ? 1ST RESUBMITTAL
 BRAMAN CAR WASH
 2901 OKEECHOBEE BOULEVARD
  
 - CONTACT ERIC SCHNEIDER @ (561) 822-1446
  
 - PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 - WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF FIVE
 (5) PAPER COPIES AND AN ELECTRONIC COPY IN .PDF FORMAT
 OF ALL PLANS. PLEASE NOTE THAT CHANGES ON THE
 RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS
 TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL
 COMMENTS.
  
 - PLEASE NOTE THAT IF THE PLANNING DIVISION HAS NOT
 RECEIVED A RESPONSE TO THE PPRC COMMENTS WITHIN 60 DAYS
 FROM THE DATE OF THE PPRC MEETING (BY JUNE 16, 2018),
 THE CASE SHALL BE CONSIDERED WITHDRAWN. ANY FURTHER
 ACTION SHALL REQUIRE A NEW DEVELOPMENT APPLICATION.
  
 - PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 ADDITIONAL RESUBMITTAL AT NO ADDITIONAL COST. IF
 PREVIOUSLY-ISSUED COMMENTS CONTINUE TO NOT BE
 SUFFICIENTLY ADDRESSED, THE APPLICANT WILL BE ASSESSED
 A RESUBMITTAL FEE. SUCH FEE WILL BE 20% OF THE ORIGINAL
 APPLICATION FEE ($60).
  
 1) THANK YOU FOR PROVIDE DETAILS OF THE NEW TIRE
 ENCLOSURE ON SHEET A0.1. THE DETAIL PROVIDED ON SHEET
 A0.1 SHOWS THAT THE CHAIN LINK GATES FOR THE COMPACTOR
 AND TIRE ENCLOSURE WILL HAVE SLATS. THE CITY DOES NOT
 PERMIT SLATS IN CHAIN LINK FENCES. PLEASE USE A SOLID
 GATE OR ATTACH SCREENING MATERIAL TO THE GATE.
 ADDITIONALLY, THE RESPONSE STATES THAT SHEET SP-4 HAS
 THE DETAILS OF THIS AREA, YET THE SUBMITTED SHEET SP-4
 DOES NOT DEPICT ANY TIRE ENCLOSURE ON THE SITE PLAN
 BLOW UP (GENERATOR DETAIL) OR PROVIDE A SEPARATE DETAIL
 DRAWING. PLEASE UPDATE THE GENERATOR DETAIL TO EITHER
 SHOW THE TIRE ENCLOSURE OR TO DELETE THAT PORTION OF
 THE DETAIL.
  
 2) PLEASE REMEMBER THAT THE LIGHT POLES ARE REQUIRED TO
 BE A MINIMUM OF FIVE (5) FEET FROM THE PROPERTY LINE.
 THIS WILL NEED TO BE CLEARLY INDICATED ON THE PERMIT
 PLANS FOR ANY NEW POLES.
  
  
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 01-10-2018 Cont ID  
Sent By eschneid Date 01-10-2018 Time 13:04 Rev Time 2.00
Received By eschneid Date 01-10-2018 Time 13:04 Sent To  
Notes
2018-01-10 13:05:02CASE NO. PB 1222P
 BRAMAN CAR WASH
 2901 OKEECHOBEE BOULEVARD
  
 - CONTACT ERIC SCHNEIDER @ (561) 822-1446
  
 - PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 - WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF FIVE
 (5) PAPER COPIES AND AN ELECTRONIC COPY IN .PDF FORMAT
 OF ALL PLANS. PLEASE NOTE THAT CHANGES ON THE
 RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS
 TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL
 COMMENTS.
  
 - PLEASE NOTE THAT IF THE PLANNING DIVISION HAS NOT
 RECEIVED A RESPONSE TO THE PPRC COMMENTS WITHIN 60 DAYS
 FROM THE DATE OF THE PPRC MEETING (BY MARCH 10, 2018),
 THE CASE SHALL BE CONSIDERED WITHDRAWN. ANY FURTHER
 ACTION SHALL REQUIRE A NEW DEVELOPMENT APPLICATION.
  
 - PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE ($60).
  
 1) PROVIDE A RECENT SURVEY SHOWING THE EXISTING
 CONDITIONS.
  
 2) WHAT IS THE SQUARE FOOTAGE OF THE SERVICE DROP-OFF
 BUILDING THAT IS BEING REMOVED?
  
 3) PROVIDE DETAILS OF THE NEW TIRE ENCLOSURE, TO
 INCLUDE BASE MATERIAL AND SCREENING.
  
 4) THE OUTDOOR STORAGE SPACE HAS BEEN REDUCED BY ONE
 PARKING SPACE. PLEASE UPDATE THE TABLE ACCORDINGLY.
  
 5) THE PROPOSES SITE PLAN REMOVES TWO (2) REGULAR
 PARKING SPACES FOR THE INSTALLATION OF THE TIRE
 ENCLOSURE AND REMOVES FOUR (4) REGULAR AND TWO (2) ADA
 PARKING SPACES FOR THE CONSTRUCTION OF THE NEW CARWASH
 THAT WERE APPROVED ON THE CURRENT SITE PLAN. PLEASE
 UPDATE THE TABLE ACCORDINGLY. NOTE: THERE IS EXCESS
 REGULAR AND ADA PARKING.
  
 6) THE PLANS SHALL CLEARLY SHOW THE REMOVAL OF THE
 APRON WITHIN THE EXCHANGE COURT ROW AT THE LOCATION OF
 THE OLD DRIVEWAY.
  
 7) THE PHASE 1 DETAIL ON SHEET SP-4 NEEDS TO BE UPDATED
 TO MATCH THE PROPOSED MODIFICATION TO THE SITE PLAN.
 ALTERNATIVELY, IT MAY BE REMOVED SINCE IT NO LONGER
 APPLIES WITH THE CURRENT COMPLETION OF THE PORSCHE
 DEALERSHIP.
  
 8) A TREE IS REQUIRED IN THE NEW TERMINAL ISLAND
 ADJACENT TO THE TIRE ENCLOSURE.
  
 9) THE LANDSCAPE PLAN NEEDS TO SHOW THE REQUIRED BUFFER
 LANDSCAPE AT THE LOCATION OF THE DRIVEWAY TO BE
 RELOCATED.
  
 10) BRAMAN HAS SUBMITTED A PERMIT FOR A NEW GENERATOR
 TO BE LOCATED BEHIND BUILDING B, NEAR THE BICYCLE RACK.
 THE NEW GENERATOR AND SCREENING, AS WELL AS THE ACTUAL
 EXISTING CONDITIONS IN THIS LOCATION (DOORWAY, RAMP,
 ETC.) NEED TO BE SHOWN ON THE PLANS. PLEASE CONTACT THE
 CONTRACTOR FOR DETAILS ON THE GENERATOR PERMIT.
  
 11) THERE ARE TREES SHOWN IN THE 10 FOOT X 24 FOOT
 UTILITY EASEMENT ADJACENT TO THE CAR DROP AREA. THIS
 WAS PREVIOUSLY SHOWN AS THE LOCATION OF THE EXISTING
 FPL TRANSFORMER AND IS THE PROPOSED LOCATION OF THE GAS
 METER FOR THE NEW GENERATOR. PLEASE EXPLAIN WHAT
 HAPPENED TO THE FPL TRANSFORMER AND SHOW HOW THE GAS
 METER WILL BE INSTALLED IN THIS LOCATION.
  
 12) THE SABEL PALMS MAY NOT BE REMOVED FOR THE
 INSTALLATION OF THE PROPOSED ROLLING GATE. THESE PALMS
 WERE REQUIRED TO HELP BUFFER THE SITE AS PART OF THE
 TRUCK PULL OFF AREA. THE GATE MAY NOT BE INSTALLED IN
 THE LANDSCAPE BUFFER, UNLESS THE BUFFER IS WIDENED TO
 ACCOMMODATE THE REQUIRED PALM TREES.
  
 13) THE SITE PLAN DOES NOT ACCURATELY REFLECT THE
 PROPOSED ROLLING GATE.
  
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