Plan Review Details - Permit 10010061
Plan Review Stops For Permit 10010061
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2010-03-31 Cont ID  
Sent By jwitmer Date 2010-03-31 Time 11:18 Rev Time 0.88
Received By jwitmer Date 2010-03-31 Time 11:18 Sent To  
Notes
2010-03-31 11:51:50BUILDING PLAN REVIEW
 PERMIT: 10010061
 ADD: 4335 EASLEY ST
 CONT: MURRY LOGAN
 TEL: (561)686-3948
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
  
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S).
  
  
  
 1) PLANS INDICATE THE WIND DESIGN CRITERIA: 1603.1.4
 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS NEEDS
 TO BE CORRECTED:S
 1.1. COMPLIED.
  
 1.2. WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7
 NOTE TABLE 1-1 INDICATES BUILDING CATEGORY III
 BUILDINGS AS PUBLIC UTILITY FACILITIES
 TABLE 6-1 INDICATES CATEGORY III BUILDINGS : 1.15
 IMPORTANCE FACTOR
  
 1.3 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED. PLEASE BE AWARE THIS AREA
 IS TO BE CONSIDERED A "C" WIND AREA WITH HIGHER WIND
 PRESSURES! FBC 1609.4.3EXPOSURE "C"
  
 2) SHEET# 9 NOTE# 5 INDICATES THE STAIR GUARD-RAIL NOT
 SHOWN FOR CLARITY, PLEASE PROVIDE COMPLIANCE WITH
 1013.3 RESPONCE INDICATES SHOP DRAWING TO FOLLOW
 PERMITING, CONTRACTOR AT OWN RISK. COMPLIANCE WITH
 1013.3 NEVER PROVIDED. SHOP DRAWING WILL BE CONSIDERED
 A REVISION WITH SEPERATE REVIEW AND ASSOCIATED FEES.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2010-02-01 Cont ID  
Sent By jwitmer Date 2010-02-01 Time 16:46 Rev Time 0.55
Received By jwitmer Date 2010-02-01 Time 16:45 Sent To  
Notes
2010-02-01 16:47:54BUILDING PLAN REVIEW
 PERMIT: 10010061
 ADD: 4335 EASLEY ST
 CONT: MURRY LOGAN
 TEL: (561)686-3948
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PLANS FAIL TO INDICATE THE WIND DESIGN CRITERIA:
 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
 BUILDING:
 1.1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
  
 1.2. WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.
  
 1.3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
  
 1.4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
  
 1.5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
 IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION
 OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL.
  
 2) SHEET# 9 NOTE# 5 INDICATES THE STAIR GUARD-RAIL NOT
 SHOWN FOR CLARITY, PLEASE PROVIDE COMPLIANCE WITH
 1013.3.
  
 3) SHEET# 9 HANDRAIL DETAIL INDICATES HANDRAIL TO
 COMPLY WITH SBC, THE STANDARD BUILDING CODE HAS NOT
 BEEN EFFECT SINCE THE FLORIDA BUILDING CODE WAS ADOPTED
 STATE WIDE, CURRENTLY UNDER THE 2007 FLORIDA BUILDING
 CODE WITH 2009 SUPPLEMENTS.
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2010-03-17 Cont ID  
Sent By btrobaug Date 2010-04-12 Time 09:41 Rev Time 0.00
Received By btrobaug Date 2010-04-12 Time 09:40 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2010-02-01 Cont ID  
Sent By dpalmer Date 2010-02-01 Time 16:20 Rev Time 0.00
Received By dpalmer Date 2010-02-01 Time 16:13 Sent To  
Notes
2010-02-01 16:21:01** DENIED REVIEW *
  
 1) NOTE: NO DESIGN CODES ON PLANS FOR PERMIT
 APPLICATION MADE AFTER OCTOBER 1ST, 2009.
 SHOULD HAVE THE FOLLOWING AT A MINIMUM.
 2008 NFPA-70
  
 2) NOTE: PLEASE SUBMIT COMPLETED ELECTRICAL PLANS.
 FOR EXAMPLE: SHEET 8 STATES TO SEE SHEET #9 FOR
 MODIFIED ELECTRICAL POWER PANEL HOWEVER SHEET #9 HAS NO
 ELECTRICAL INFORMATION.
 PLEASE SUBMIT CIRCUITING, PANELS, LOADS, INFORMATION ON
 LIGHT POLES, BRANCH CIRCUITS, SIZES FOR CONDUCTORS,
 BREAKERS ETC.ETC.
 220,215.5.230, 225, 408.4, 310.16
  
 SECTIONS GIVEN IN GENERAL AS PLANS ARE NOT ENTIRELY
 CLEAR FOR ELECTRICAL SCOPE OF WORK.
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2010-04-16 Cont ID  
Sent By efabian Date 2010-04-16 Time 10:26 Rev Time 0.25
Received By efabian Date 2010-04-16 Time 10:26 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2010-02-03 Cont ID  
Sent By dlauderm Date 2010-02-03 Time 14:17 Rev Time 3.00
Received By dlauderm Date 2010-02-03 Time 14:17 Sent To  
Notes
2010-02-03 15:23:47ENGINEERING REVIEWER:
 DEAN S. LAUDERMILK, PROJECT COORDINATOR
 PHONE: 561-494-1083, FAX: 561-494-1116
 EMAIL: [email protected]
 1ST REVIEW, FAILED.
  
 GENERAL COMMENTS:
 1. CITY ENGINEERING APPROVED MATERIALS LIST (AML) NEEDS
 TO BE USED WHENEVER MATERIALS USED ARE LISTED IN THE
 MANUAL. SUCH ITEMS INCLUDE THE 12" LINE AND THE 4" LINE
 AND WALL SLEEVES. THE AML CAN BE FOUND AT
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP , IT IS
 THE SEVENTH FORM LISTED.
  
 SHEET 5:
 1. PIPE PENETRATIONS ARE TO HAVE WALL SLEEVES USED.
 1-A. THE NEW 12" LINE GOING THRU THE NEW RECEIVING TANK
 AND INTO THE WETWELL WILL NEED TO USE THE SLEEVES.
 1-B. SO WILL THE 4" DRAIN LINE.
 1-C. THE TWO DUMP LINES (4 AND 3" INTO THE NEW
 RECEIVING TANK WILL NEED WALL SLEEVES ALSO.
 1-D. THE 12" LINE AND THE 4" LINE PENETRATION WILL NEED
 TO HAVE HOLES CORED INTO THE WETWELL. THE HOLES WILL
 NEED TO BE 4" (MINIMUM) LARGER THAN THE OUTSIDE OF THE
 SLEEVES USED. THE SIZE OF THE HOLES LISTED WILL NOT
 WORK.
 2. "PROPOSED CURB DRAIN" IS SHOWN AT THE RIGHT SIDE OF
 THE PLAN:
 2-A. IT APPEARS TWO ARE SHOWN, BUT WHERE ARE THE PIPES
 THAT DRAIN FROM THEM? THERE ARE NO DETAILS FOR THE CURB
 DRAINS, DO YOU MEAN TO BUILD A CURB WITH FLUMES THRU
 THE CURBS? THIS IS TOTALLY UNCLEAR. SEE 2-B
 2-B. CROSS SECTION ON SHEET 5, B/S7 SHOWS THE CONCRETE
 SLAB, EAST OF THE CONCRETE DRIVEWAY IS TO BE THE SAME
 ELEVATION AS THE CONCRETE DRIVEWAY, WHY NOT RAISE UP
 THE EAST SLAB SO IT IS LEVEL WITH THE TOP OF THE CURB,
 THEN NO FLUMES WOULD BE NEEDED AND THE SLAB EAST OF THE
 CURBS WILL DRAIN ACROSS THE CURBS.
 3. THE NOTE "SLOPE PROPOSED CONCRETE PAD AND REPAIRED
 ASPHALT PAVEMENT TOWARDS PROPOSED ROADWAY DRAIN. THERE
 IS NO APPARENT ASHPHALT, EXCEPT TO THE EAST OF THE
 CONSTRUCTION. WHERE THE ARROW IS POINTING IS ALL NEW
 CONCRETE. CALL OUT WHERE ANY NEW ASPHALT IS TO BE
 INSTALLED.
 4. A HOSE BIB IS SHOWN ON THE NORTH SIDE OF THE NEW
 RECEIVING TANK, I WOULD SUGGEST ANOTHER BE INSTALLED
 WHERE THE LINE IS TIED BACK IN NEAR THE WETWELL. ALSO,
 THE HOSE BIB(S) WILL BE SIGNED "NON-POTABLE WATER"
 SINCE IT IS ON THE PROCESS WATER LINE, CORRECT?
 5. 2 - 3" 90 DEGREE BENDS ARE SHOWN ON THE RELOCATED
 PROCESS WATER LINE. ON SHEET 6 THE ELBOWS SHOWN ARE 45
 DEGREE BENDS. WHICH IS IT? IF THE ELBOWS ON SHEET 6 ARE
 THE EXISITNG, WHERE ARE THE NEW 90 DEGREE BENDS AND
 THREE WOULD NEED TO BE USED, NOT TWO AS SHOWN.
  
 SHEET 6:
 1. THE ROUTING OF THE NEW 3" WATER LINE IS NOT SHOWN,
 HOW WILL THE LINE BE OFFSET DOWN WITH 1 - 90 DEGREE
 BEND AND THEN EAST WITH 1 - 90 DEGREE BEND TO THE EAST,
 AND NOT HAVE IT CONFLICT WITH THE 12" AND 4" DRAIN
 LINES?
  
 SHEET 7:
 1. THE SECONDARY POUR IN THE BOTTOM OF THE TANK SHOULD
 END AT THE SAME ELEVATION AS THE INVERT OF THE 12" LINE
 LEAVING THE TANK, NOT AS SHOWN. ALSO, SEE COMMENT 1-A
 FOR SHEET 5 THE SLEEVE WILL SET THE INVERT OF THE 12"
 HIGHER.
 2. A PREFORMED WATER STOP AND KEY WAY IS PROPOSED WHERE
 THE 12" LINE EXITS THE TANK, THIS WILL NOT WORK, THE
 KEYWAY WILL NEED TO BE ABOVE THE WATER STOP. EITHER
 LOWER THE BOTTOM SLAB, OR RAISE THE 12" PIPE.
 3. A 1/4" THICK ALUMIUM DIMOND PLATE IS TO BE USED TO
 COVER THE TANK. WILL THIS BE SAFE ENOUGH FOR A PERSON
 TO WALK ON?
  
 SHEET 8:
 1. A WALL SLEEVE WILL BE REQUIRED FOR THE WALL
 PENETRATION. THE HOLE FOR THE 8" PIPE WILL NEED TO BE
 LARGE THAN WHAT IS CALLED OUT (12").
  
 ADDITIONAL NOTES:
 PLUMBING REVIEW K. STEVENS FAILED PLAN DUE TO THE
 DUMPSTER PAD IS NOT ROOFED AND THE CATCH BASIN DRAINS
 INTO THE SEPTAGE WETWELL. I EXPLAINED THAT WE CAN NOT
 ALLOW THE FLUIDS TO DRAIN INTO A STORM DRAINAGE SYSTEM,
 BUT THAT THEY NEED TO GO BACK INTO THE TREATMENT CYCLE,
 INCLUDING ANY RAIN WATER COLLECTED. HE SHOULD BE
 CHANGING THIS COMMENT, BUT, YOU MAY WANT TO CONTACT HIM
 DIRECTLY.
  
  
Review Stop ENG-F ENGINEERING FINAL DRAWING REV
Rev No 1 Status P Date 2010-04-15 Cont ID  
Sent By efabian Date 2010-04-15 Time 15:13 Rev Time 1.50
Received By efabian Date 2010-04-15 Time 15:13 Sent To Z
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2010-05-05 Cont ID  
Sent By jgomez Date 2010-05-05 Time 11:43 Rev Time 0.00
Received By jgomez Date 2010-05-05 Time 11:43 Sent To B
Notes
2010-05-05 11:44:03SENT TO J. WITMER'S DESK.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2010-04-15 Cont ID  
Sent By lmartine Date 2010-03-18 Time 09:59 Rev Time 0.00
Received By lmartine Date 2010-03-18 Time 10:49 Sent To  
Notes
2010-03-18 11:02:34SENT TO C-35
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2010-04-15 Cont ID  
Sent By lmartine Date 2010-02-03 Time 09:59 Rev Time 0.00
Received By lmartine Date 2010-01-11 Time 16:40 Sent To  
Notes
2010-01-11 16:43:05C34
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2010-04-12 Cont ID  
Sent By hmoser Date 2010-04-12 Time 09:33 Rev Time 0.00
Received By hmoser Date 2010-04-12 Time 09:33 Sent To  
Notes
2010-04-12 09:35:24MECHANICAL NOT REQUIRED
Review Stop P PLUMBING
Rev No 2 Status P Date 2010-04-08 Cont ID  
Sent By lwagner Date 2010-04-08 Time 10:20 Rev Time 0.00
Received By lwagner Date 2010-04-08 Time 10:20 Sent To  
Notes
2010-04-08 10:25:58FROM REVIEW #1
  
 1. OK- DRAIN LINE IS OPEN ON BOTH ENDS, THEREFORE IT IS
 A COMBONATION WASTE AND VENT.
  
 2. OK- SEPTAGE FROM ROAD IS ROUTED TO TANK.
  
 3. OK- TRAP PRIMER NOT REQUIRED AS THE DRAIN IS A
 WORKING DRAIN AND NOT AN EMERGENCY DRAIN.
Review Stop P PLUMBING
Rev No 1 Status F Date 2010-01-12 Cont ID  
Sent By kstevens Date 2010-01-12 Time 10:58 Rev Time 0.00
Received By kstevens Date 2010-01-12 Time 10:58 Sent To  
Notes
2010-01-12 11:02:36DENIED
 REFERENCE:
 FBC-2007 PLUMBING
 CODE OF ORDINANCES CITY WPB
  
 1. PER SECTION 901.2.1 EVERY TRAP AND TRAPPED FIXTURE
 SHALL BE VENTED. THE FLOOR DRAIN SHALL BE TRAPPED.
  
 2. PER ARTICLE III SECTION 90-125(5) STORM WATER,
 SURFACE WATER, GROUND WATER ETC. SHALL NOT DRAIN TO THE
 WASTE WATER FACILITY.
  
 3. PER SECTION 1002.4 WHERE A TRAP SEAL IS SUBJECT TO
 LOSS BY EVAPORATION, A TRAP SEAL PRIMER VALVE SHALL BE
 INSTALLED.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUMBER,
 WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
Review Stop Z ZONING
Rev No 3 Status P Date 2010-04-27 Cont ID  
Sent By ajones Date 2010-04-27 Time 11:50 Rev Time 0.00
Received By ajones Date 2010-04-27 Time 11:50 Sent To B
Notes
2010-04-27 11:57:39WITH THE PROVISO THAT ARECA PALMS SHALL BE PLANTED ON
 THE EAST SIDE OF THE NEW RECEIVING TANK. A LANDSCAPE
 PERMIT SHALL BE APPLIED FOR PRIOR TO THE ISSUANCEL OF A
 CO.
Review Stop Z ZONING
Rev No 2 Status F Date 2010-04-19 Cont ID  
Sent By jroach Date 2010-04-19 Time 18:01 Rev Time 0.00
Received By jroach Date 2010-04-19 Time 18:01 Sent To  
Notes
2010-04-19 18:02:07ZONING PLAN REVIEW
  
 PERMIT NO.: 10010061
 ADDRESS: 4335 EASLEY DRIVE
 CONTRACTOR/CONTACT: DAVID LOGA
 TELEPHONE NO.: 561.686.3948
 SCOPE OF REVIEW: CONSTRUCTION OF NEW SEPTAGE RECEIVING
 FACILITY AT THE EAST CENTRAL REGIONAL WATER RECLAMATION
 FACILITY.
  
 REVIEW STATUS: FAILED
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 THE FOLLOWING COMMENTS ARE REPEAT COMMENTS THAT WERE
 NOT ADDRESSED UPON RESUBMITTAL OF THE REVISED
 PLANS...ADDITIONAL CLARIFICATION IS PROVIDED IN ALL
 CAPS....
  
 1) A SITE PLAN SHALL BE PROVIDED SHOWING THE PROPOSED
 IMPROVEMENTS IN RELATION TO ADJACENT PROPERTY LINES.
 DIMENSIONS SHALL BE PROVIDED FOR SETBACKS FROM THE
 FRONT, SIDE, AND REAR PROPERTY LINES. NO OVERALL SITE
 PLAN WAS FOUND IN THE PACKAGE...ONLY A PARTIAL SITE
 PLAN WAS SHOWN AND NO DIMENSIONS WERE PROVIDED FROM THE
 PROPOSED IMPROVEMENTS TO THE ADJACENT PROPERTY LINES.
  
 2. AN OPAQUE LANDSCAPE BUFFER SHALL BE PROVIDED
 ENTIRELY AROUND THIS INDIVIDUAL UTILITY AREA, OR AROUND
 THE ENTIRE FACILITY, IN ACCORDANCE WITH SECTION
 94-443(2) OF THE CITY'S ZONING AND LAND DEVELOPMENT
 REGULATIONS. THE EXISTING VEGETATION DOES NOT QUALIFY
 AS AN OPAQUE BUFFER...AND MUCH OF THIS IS LOCATED OFF
 OF THE ECR PROPERTY.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, SENIOR PLANNER
 CITY OF WEST PALM BEACH
 PLANNING AND ZONING DEPARTMENT
 401 CLEMATIS STREET - P.O. BOX 3366
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1435
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.CITYOFWPB.COM
  
Review Stop Z ZONING
Rev No 1 Status F Date 2010-02-03 Cont ID  
Sent By jroach Date 2010-02-03 Time 17:58 Rev Time 0.00
Received By jroach Date 2010-02-03 Time 17:58 Sent To  
Notes
2010-02-03 17:58:47ZONING PLAN REVIEW
  
 PERMIT NO.: 10010061
 ADDRESS: 4335 EASLEY DRIVE
 CONTRACTOR/CONTACT: DAVID LOGA
 TELEPHONE NO.: 561.686.3948
 SCOPE OF REVIEW: CONSTRUCTION OF NEW SEPTAGE RECEIVING
 FACILITY AT THE EAST CENTRAL REGIONAL WATER RECLAMATION
 FACILITY.
  
 REVIEW STATUS: FAILED
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1) A SITE PLAN SHALL BE PROVIDED SHOWING THE PROPOSED
 IMPROVEMENTS IN RELATION TO ADJACENT PROPERTY LINES.
 DIMENSIONS SHALL BE PROVIDED FOR SETBACKS FROM THE
 FRONT, SIDE, AND REAR PROPERTY LINES.
  
 2. AN OPAQUE LANDSCAPE BUFFER SHALL BE PROVIDED
 ENTIRELY AROUND THIS INDIVIDUAL UTILITY AREA, OR AROUND
 THE ENTIRE FACILITY, IN ACCORDANCE WITH SECTION
 94-443(2) OF THE CITY???S ZONING AND LAND DEVELOPMENT
 REGULATIONS.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, SENIOR PLANNER
 CITY OF WEST PALM BEACH
 PLANNING AND ZONING DEPARTMENT
 401 CLEMATIS STREET - P.O. BOX 3366
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1435
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.CITYOFWPB.COM
  


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