Plan Review Details - Permit 21090852
Plan Review Stops For Permit 21090852
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2021-10-05 Cont ID  
Sent By cpuell Date 2021-10-05 Time 15:02 Rev Time 0.00
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Notes
2021-10-05 15:02:56ADDRESS APPROVED
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2021-10-22 Cont ID  
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Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 2021-10-18 Cont ID  
Sent By rmcphers Date 2021-10-15 Time 14:13 Rev Time 0.00
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Notes
2021-10-15 14:12:51 
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2021-10-20 Cont ID  
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***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2021-10-13 Cont ID  
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Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2021-10-15 Cont ID  
Sent By rrossano Date 2021-10-15 Time   Rev Time  
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Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2021-10-21 Cont ID  
Sent By   Date 2021-10-21 Time   Rev Time 0.00
Received By bdolan Date 2021-10-21 Time 11:39 Sent To  
Notes
2021-10-21 11:39:49THE FOLLOWING COMMENTS WERE SUBMITTED BY LT. BRIAN
 DOLAN, DIVISION OF FIRE PREVENTION, WEST PALM BEACH
 FIRE RESCUE.
  
 PER CITY CODES, ALL WORK IS SUBJECT TO FIELD
 INSPECTIONS AND APPROVAL.
  
 ALL WORK ON THE FIRE SPRINKLER SYSTEM IS REQUIRED TO BE
 COMPLETED BY A CERTIFIED FIRE SPRINKLER CONTRACTOR AND
 SHALL COMPLY WITH NFPA 13. SEPARATE SHOP DRAWINGS, ARE
 REQUIRED TO BE SUBMITTED, REVIEWED AND APPROVED BY THE
 FIRE PREVENTION BUREAU PRIOR TO ANY WORK ON THE SYSTEM.
  
 HYDROSTATIC TESTS. ALL PIPING AND ATTACHED
 APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE
 SHALL BE HYDROSTATICALLY TESTED AT 200 PSI (13.8 BAR)
 AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR 2
 HOURS.
  
 LT. BRIAN DOLAN
 DIVISION OF FIRE PREVENTION
 561-804-4752
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2021-10-07 Cont ID  
Sent By   Date 2021-10-07 Time   Rev Time 0.00
Received By bdolan Date 2021-10-07 Time 09:35 Sent To  
Notes
2021-10-07 09:43:58THE FOLLOWING COMMENTS WERE SUBMITTED BY LT. BRIAN
 DOLAN, DIVISION OF FIRE PREVENTION, WEST PALM BEACH
 FIRE RESCUE.
  
 PER CITY CODES, ALL WORK IS SUBJECT TO FIELD
 INSPECTIONS AND APPROVAL.
  
 ALL WORK ON THE FIRE SPRINKLER SYSTEM IS REQUIRED TO BE
 COMPLETED BY A CERTIFIED FIRE SPRINKLER CONTRACTOR AND
 SHALL COMPLY WITH NFPA 13. SEPARATE SHOP DRAWINGS, ARE
 REQUIRED TO BE SUBMITTED, REVIEWED AND APPROVED BY THE
 FIRE PREVENTION BUREAU PRIOR TO ANY WORK ON THE SYSTEM.
  
 HYDROSTATIC TESTS. ALL PIPING AND ATTACHED
 APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE
 SHALL BE HYDROSTATICALLY TESTED AT 200 PSI (13.8 BAR)
 AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR 2
 HOURS.
  
 LT. BRIAN DOLAN
 DIVISION OF FIRE PREVENTION
 561-804-4752
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-10-22 Cont ID  
Sent By rmcphers Date 2021-10-22 Time 08:19 Rev Time 0.00
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Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-10-15 Cont ID  
Sent By rmcphers Date 2021-10-15 Time 14:34 Rev Time 0.00
Received By rmcphers Date 2021-09-20 Time 15:30 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2021-10-21 Cont ID  
Sent By rbrown Date 2021-10-21 Time 19:25 Rev Time 0.00
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Notes
2021-10-21 19:25:59PER 10/21/21 EMAIL FROM DERREK MOORE, IMPACT FEE
 OFFICE, IT IS OK TO ISSUE THE FOUNDATION PERMIT PRIOR
 TO PAYMENT OF IMPACT FEES WHICH MUST BE PAID PRIOR TO
 ISSUANCE OF BUILDING PERMIT 21070675.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-10-15 Cont ID  
Sent By rmcphers Date 2021-10-15 Time 14:13 Rev Time 0.00
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Notes
2021-10-15 14:15:55PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
  
 UPON APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE
 RECEIPT TO YOUR PROJECT OR EMAIL IT TO
 [email protected] .
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2021-10-21 Cont ID  
Sent By ccole Date 2021-10-21 Time 17:49 Rev Time 0.00
Received By ccole Date 2021-10-21 Time 16:07 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-10-08 Cont ID  
Sent By ccole Date 2021-10-08 Time 10:19 Rev Time 0.00
Received By ccole Date 2021-10-06 Time 16:00 Sent To  
Notes
2021-10-08 10:22:282ND REVIEW FBC-2020 PLUMBING
 PERMIT- 21090852
 10/8/2021
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FBC B- FLORIDA BUILDING CODE 7TH EDITION 2020
 FBC M- FLORIDA MECHANICAL CODE 7TH EDITION 2020
 FBC EC- FLORIDA ENERGY CONSERVATION CODE 7TH EDITION
 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED. PLUMBING COMMENTS FOR THE
 FOUNDATION PERMIT WERE EXTRACTED FROM THE 2ND REVIEW OF
 THE MAIN BUILDING PLANS UNDER PERMIT 21070675. THE
 COMMENTS ARE APPLICABLE TO BOTH PERMITS.
  
 12) FAILED P1.1.0 SAND/OIL INTERCEPTOR (SOI-1): A)
 FAILED. SUBMIT MANUFACTURER'S SPECIFICATIONS AND
 INSTALLATION INSTRUCTIONS- SECTION 1003.4.2 FBC P.
 PLEASE ADD THE SOI-1 TO THE SEPARATE PERMIT LIST ON
 SHEET G1.0.1. FAILED. C) PROVIDE SIZING CALCULATIONS IN
 ACCORDANCE WITH SECTION 1003.4.2.1 OR PER
 MANUFACTURER'S SPECIFICATIONS. IT APPEARS THAT THE
 SO1-1 CALCULATIONS HAVE BEEN MISLABELED AS LINT
 INTERCEPTOR CALCULATION. IF THAT IS THE CASE, IT ALSO
 APPEARS THAT THE OS-75 AT 93 GALLONS CAPACITY IS
 UNDERSIZED PER THE 110 GALLONS REQUIRED BY THE
 CALCULATIONS.
  
 13) FAILED. P1.1.0 LINT TRAP (LI-1): A) SUBMIT
 MANUFACTURER'S SPECIFICATIONS AND INSTALLATION
 INSTRUCTIONS- SECTION 1003.6 FBC P. SEE COMMENT #12
 REGARDING THE LINT INTERCEPTOR SIZING CALCULATIONS.
 PLEASE CLARIFY HOW THE LINT INTERCEPTOR WAS SIZED.
  
 14) FAILED. P1.1.0 STORM SUMP PUMP: A) FAILED. SUBMIT
 MANUFACTURER'S SPECIFICATIONS AND INSTALLATION
 INSTRUCTIONS- SECTION 1113.1 FBC P. PLEASE ADD THE SUMP
 PUMP COMPONENTS TO THE DEFERRED SUBMITTALS LIST ON
 G1.01. REVIEW COMMENT #16 NOTES BELOW.
  
 16) FAILED. P1.1.0, C2 & C2.1: SHOW THE DRAINAGE PIPING
 CONNECTIONS FOR THE TRENCH DRAINS (TD-1) LOCATED AT THE
 BAY DOORS. IF CONNECTING TO THE CITY STORM DRAINAGE
 SYSTEM, REFER TO SEC. 90-203 WPB CODE OF ORDINANCES AND
 VERIFY THAT THE DRAINS WILL CONVEY ONLY STORM WATER
 INTO THE SYSTEM. PLEASE NOTE THAT IT IS UNLAWFUL FOR
 ANY OTHER SUBSTANCES TO DISCHARGE INTO THE SYSTEM
 UNLESS MEETING ONE OF THE EXCEPTIONS UNDER SEC. 90- 205
 WPB. PLEASE REFER TO SEC. 90-203-205 WPB CODE OF
 ORDINANCES- THE PLAN SHOWS TRENCH DRAINS FROM THE
 GARAGE DRAINING DIRECTLY INTO THE SUMP PIT, BUT NEARBY
 FLOOR DRAINS DRAINING INTO THE OIL SEPARATOR. PLEASE
 CLARIFY WHY THE DRAINAGE FROM THE FLOOR DRAINS WOULD
 CONTAIN SUBSTANCES THAT REQUIRE SEPARATION AND THE
 TRENCH DRAINS WOULD NOT. THE EOR SHALL VERIFY THAT THE
 DISCHARGE FROM THE SUMP INTO THE STORM DRAIN SYSTEM
 WILL CONTAIN ONLY STORMWATER AND NO OTHER SUBSTANCES
 SUCH AS OIL, GREASE, OR CHEMICALS. PLEASE NOTE THAT AN
 OIL SEPARATOR MAY BE REQUIRED- SEC. 1003.4 FBC P.
  
 17) FAILED- SEE NOTES. P1.1.0 SANITARY BACKWATER VALVE:
 A) FAILED. SUBMIT MANUFACTURER'S SPECIFICATIONS AND
 INSTALLATIONS INSTRUCTIONS- SECTIONS 715.2- 715.4. NOT
 PROVIDED. PLEASE ADD THE VALVE TO THE DEFERRED
 SUBMITTALS LIST ON G1.01.B) FAILED. PROVIDE AN
 INSTALLATION DETAIL AND SUBMIT MANUFACTURER'S
 SPECIFICATIONS FOR THE VALVE BOX AND COVER SECTIONS
 715.5 & 305.7. NOT PROVIDED.
  
 19) FAILED. P1.1.1 GREASE INTERCEPTOR. C) FAILED.
 PROVIDE AN ENLARGED SITE-SPECIFIC PIPING DRAWING-
 SECTION 107.2.1 WPB. NOT PROVIDED- DEFERRED UNDER
 SEPARATE PERMIT. D) FAILED. PLEASE NOTE ONLY FIXTURES
 DISCHARGING GREASE LADEN WASTE WATER SHALL FLOW INTO
 THE GREASE INTERCEPTOR. CLEAR WATER WASTE FROM HAND
 SINKS, ICE MACHINES ETC. SHALL NOT DRAIN INTO THE
 SYSTEM- SECTION 1003.3.1 FBC P. THE CALCULATIONS ON
 P5.02 SHOW BAR SINKS. PLEASE CLARIFY THE LOCATIONS OF
 BAR SINKS ON THE PLANS AND WHAT THEIR USES ARE- THEY
 ARE NOT SPECIFIED IN THE SCHEDULE.
  
 20) FAILED. P1.1.1 SOLIDS INTERCEPTOR S1-1: A) FAILED.
 SUBMIT MANUFACTURER'S SPECIFICATIONS AND INSTALLATIONS
 INSTRUCTIONS- SECTION 1003.3.2 FBC P. NOT PROVIDED. THE
 RESPONSE NARRATIVE INDICATES THE S1-1 SPECS LOCATED AT
 DETAIL 2 ON SHEET P5.02 HOWEVER DETAIL 2 IS THE STORM
 SUMP PUMP DETAIL. B) FAILED. PROVIDE SIZING
 CALCULATIONS- 1003.3.4. NOT PROVIDED. C) FAILED.
 PROVIDE AN ENLARGED SITE-SPECIFIC PIPING DRAWING-
 SECTION 107.2.1 WPB.
  
 21) FAILED. P1.1.1 SAMPLING PORT (SP-1): A) FAILED.
 SUBMIT MANUFACTURER'S SPECIFICATIONS AND INSTALLATIONS
 INSTRUCTIONS- SECTION 1003.3.2 FBC P. NOT PROVIDED-
 PLEASE ADD TO THE DEFERRED SUBMITTALS LIST. B) FAILED.
 PROVIDE AN ENLARGED SITE-SPECIFIC PIPING DRAWING-
 SECTION 107.2.1 WPB. NOT PROVIDED- PLEASE ADD TO THE
 DEFERRED SUBMITTALS LIST.
  
 22) FAILED. P1.1.1: PROVIDE NOTES AT THE TERMINATION
 LOCATIONS OF THE GREASE WASTE AND SANITARY SEWER LINES
 OR SHOW THE POINTS OF CONNECTIONS TO THE SEWER LINE-
 SECTION 107.2.1 WPB. SHEET C3.1 SHOWS A SEWER
 CONNECTION AT THE LIFT STATION FOR THE STORM DRAINAGE-
 PLEASE CORRECT.
  
 23) FAILED. P1.1.1 STORM WATER BACKWATER VALVE: A)
 SUBMIT MANUFACTURER'S SPECIFICATIONS AND INSTALLATIONS
 INSTRUCTIONS- SECTIONS 715.2- 715.4. B) PROVIDE AN
 INSTALLATION DETAIL AND SUBMIT MANUFACTURER'S
 SPECIFICATIONS FOR THE VALVE BOX AND COVER SECTIONS
 715.5 & 305.7. NOT PROVIDED. PLEASE ADD TO THE DEFERRED
 SUBMITTALS LIST.
  
 26) FAILED. P4.01, P7.02: THE GW FIXTURE DRAIN FROM THE
 MOP SINK IS SHOWN TO BE CONNECTING TO THE SANITARY
 DRAIN- SECTION 1003.3.1 FBC P. THE GREASE WASTE
 ISOMETRIC IS MISSING FROM THE DRAWINGS.
  
 27) FAILED. P4.01, P4.02, P7.01, P7.02, K7, K8, & K9:
 CLEAR WATER WASTE DRAINAGE FROM HAND SINKS AND WASTE
 RECEPTORS AT ICE BIN AND ICE MAKER LOCATIONS ARE SHOWN
 DISCHARGING INTO THE GW LINE WHICH IS PROHIBITED-
 SECTION 1003.3.1 FBC P. THE GREASE WASTE ISOMETRIC IS
 MISSING FROM THE DRAWINGS.
  
 28) FAILED. P4.01 & K7: CONDENSATE FROM THE WALK-IN BOX
 EVAPORATORS SHALL NOT DRAIN INTO THE CITY SANITARY
 SYSTEM- SEC. 90-126 WPB CODE OF ORDINANCES. REFER TO
 SHEETS P.401 & P.702 AND CLARIFY HOW THE CONDENSATE
 WILL BE DISPOSED OF. SHOW THE CONDENSATE LINES FROM THE
 EVAPORATORS AND DISCHARGE LOCATIONS. IT APPEARS THAT
 HUB DRAINS CANNOT BE USED BECAUSE THEY MAY BE CONVEYING
 OTHER WASTE AND NOT JUST CONDENSATE. PLEASE NOTE THAT
 P.4021 SHOWS THE HUB DRAINS CONNECTING TO THE STORM,
 AND P.702 SHOWS CONNECTION TO THE SANITARY.
  
 32) FAILED. P7.02: TD-2 AND SH-2 IN THE MEN'S BATHROOM
 DO NOT APPEAR TO BE VENTED PROPERLY. PLEASE CLARIFY HOW
 THE FIXTURES ARE BEING VENTED- SECTION 901.2.1 FBC P.
 A) RELOCATE THE 2-INCH VENT FOR BETWEEN THE TWO L2
 DRAIN CONNECTIONS- SECTION 912.2.1 FBC P. B) PROVIDE AN
 INDIVIDAUL VENT FOR SH-2- SECTION 910.1 FBC P. C)
 RELOCATE THE SH-1 SHOWER VENT TO A LOCATION BETWEEN THE
 TWO MOST UPSTREAM FIXTURES CONNECTING TO THE HORIZONTAL
 BRANCH- SECTION 912.2.1 FBC P.
  
 33) FAILED. P7.01 & P7.02: INDICATE HOW TRAP SEAL
 PROTECTION WILL BE PROVIDED FOR FLOOR DRAINS AND OTHER
 TRAP SEALS SUBJECT TO EVAPORATION WILL BE PROTECTED-
 SECTION 1002.4.1 FBC P. THE CHIEF PLUMBING INSPECTOR
 FOR THE CITY OF WPB BUILDING DEPT. HAS PROHIBITED THE
 USE OF BARRIER-TYPE TRAP SEALS IN AREAS SUCH AS
 COMMERCAIL KITCHENS AND OTHER FLOOR AREAS WHERE
 EXCESSIVE GREASE OR OTHER SUBSTANCES AND DEBRIS WILL
 CAUSE THE TRAP TO FAIL. PLEASE PROVIDE AN ACCEPTABLE
 MEANS IN THE KITCHEN, BASEMENT AND LAUNDRY AREAS.
  
 38) FAILED. P.7.04: PROVIDE AN ENLARGED WATER
 FILTRATION PIPING DETAIL SHOWING SUPPLY CONNECTION TO
 THE FILTER, AND SUPPLY LINES TO FIXTURES AND EQUIPMENT
 REQUIRING FILTRATION. PLEASE NOTE THAT BACKFLOW
 PREVENTERS ARE REQUIRED FOR THE WATER SUPPLY LINES IN
 AND OUT OF THE FILTER- SECTION 608.3 FBC P. THE
 REQUESTED ENLARGED FILTER PIPING PLAN NOT PROVIDED. THE
 ISOMETRIC DRAWING APPEARS TO SHOW THE LOCATION OF THE
 FILTER BUT NO SUPPLY LINES TO EQUIPMENT.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2021-10-22 Cont ID  
Sent By rmcphers Date 2021-10-22 Time 08:16 Rev Time 0.00
Received By rmcphers Date 2021-10-22 Time 08:16 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2021-10-15 Cont ID  
Sent By rmcphers Date 2021-10-15 Time 14:32 Rev Time 0.00
Received By rmcphers Date 2021-10-15 Time 14:32 Sent To  
Notes
2021-10-15 14:34:22SIGNATURE REVIEW
  
 ALL OF THE STRUCTURAL, PLUMBING, ELECTRICAL, FIRE AND
 SITE PLANS DO NOT SHOW AS DIGITALLY SIGNED IN ADOBE
 READER - SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED
 TO BE DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER
 OR ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW. (A
 CERTIFICATE-BASED DIGITAL SIGNATURE (OFTEN JUST CALLED
 A DIGITAL SIGNATURE) IS A SPECIFIC TYPE OF
 E-SIGNATURE).- OR - IF YOUR ARCHITECT OR ENGINEER DOES
 NOT HAVE AN ELECTRONIC OR DIGITAL SIGNATURE - YOU CAN
 DROP OFF THE ORIGINAL SIGNED AND SEALED
 DRAWINGS/DOCUMENTS TO THE FRONT DESK IN THE BUILDING
 DIVISION AT THE CITY HALL.
  
Review Stop Z ZONING
Rev No 1 Status P Date 2021-10-14 Cont ID  
Sent By jroach Date 2021-10-14 Time 15:20 Rev Time 0.00
Received By jroach Date 2021-10-14 Time 15:20 Sent To  
Notes
2021-10-14 15:26:11ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 10.14.2021
 PERMIT NO.: 21090852
 ________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ________________________________________
  
 THIS REVIEW IS FOR THE FOUNDATION OF THE CLUBHOUSE
 ONLY. THIS REVIEW HAS BEEN PASSED SUBJECT TO THE
 FOLLOWING PROVISOS:
  
 1. IN ADDITION TO PERMITS FOR THE STRUCTURE, SEPARATE
 PERMITS ARE ALSO REQUIRED FOR:
  
 1.1. LANDSCAPING
 1.2. FENCING/GATES
 1.3. SITE/PRIVACY WALLS
 1.4. SITE LIGHTING
 1.5. IRRIGATION
 1.6. GENERATOR
 1.7. SIGNAGE
 1.8. PARING LOT / STRIPING / HARDSCAPE
 1.9. SITE FIXTURES (I.E. BIKE RACKS, ETC.)
  
 2. THE WPB GOLF PARK DEVELOPMENT SHALL BE SUBJECT TO
 ALL DEVELOPMENT ORDER CONDITIONS, AS OUTLINED IN FORMAL
 SITE PLAN REVIEW (FSPR) CASE NO. 21-02, AND AS MAY BE
 AMENDED. ALL CONDITIONS OF APPROVAL IMPOSED BY FSPR
 CASE NO. 21-02, AS AMENDED, SHALL BE ADDRESSED WITHIN
 THE APPROPRIATE SPECIFIED TIMEFRAMES.
  
 3. A REVISION TO THE BUILDING AND LANDSCAPE PERMITS
 SHALL BE SUBMITTED AND APPROVED TO REVISE THE PLANS AND
 ACCURATELY REFLECT THE FOLLOWING:
  
 3.1 LOCATION OF ALL MECHANICAL EQUIPMENT
 3.2 DETAIL ON THE MARKING FOR COMPACT PARKING SPACES.
 ________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 TTY: 800.955.8771
 E: [email protected]
  
 W: WPB.ORG
  


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