Plan Review Details - Permit 14050759
Plan Review Stops For Permit 14050759
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2014-07-14 Cont ID  
Sent By jwitmer Date 2014-07-14 Time 10:41 Rev Time 0.00
Received By jwitmer Date 2014-07-14 Time 10:41 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-07-01 Cont ID  
Sent By jwitmer Date 2014-07-01 Time 13:22 Rev Time 0.00
Received By jwitmer Date 2014-07-01 Time 13:12 Sent To  
Notes
2014-07-01 13:22:55BUILDING PLAN REVIEW
 PERMIT: 14050759
 ADD: 8100 IBIS BLVD
 CONT:THE WEITZ CO.
 TEL: (561)686-5511
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: TUES. JUNE 0413/ 2014
 ACTION: DENIED
  
 1) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. A THRESHOLD AGREEMENT MUST BE
 SIGNED BY THE THRESHOLD INSPECTOR, CONTRACTOR, OWNERS,
 PLEASE CONTACT KEN CONRAD MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
 INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
  
 I'VE SPOKEN WITH KEN CONRAD, AS TO DATE THE CITY HAS
 NOT RECEIVED THE THRESHOLD AGREEMENT.
  
 2) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-06-13 Cont ID  
Sent By jwitmer Date 2014-06-13 Time 17:50 Rev Time 0.00
Received By jwitmer Date 2014-06-13 Time 16:43 Sent To  
Notes
2014-06-13 17:50:13BUILDING PLAN REVIEW
 PERMIT: 14050759
 ADD: 8100 IBIS BLVD
 CONT:THE WEITZ CO.
 TEL: (561)686-5511
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: FRIDAY JUNE 13/ 2014
 ACTION: DENIED
  
 1) SHEET AS 103 THE ENLARGED DEMO SITE PLAN. IT APPEARS
 THE GOLF PRO-SHOP 1ST FLOOR WILL BE OCCIPIED AND OPEN
 FOR THE PUBLIC. IF SO PLEASE PROVIDE WHAT SAFE GAURDS
 WILL BE PUT IN PLACE TO INSURE THIER SAFETY ENTERING
 AND EXITING THE BUILDING WHILE THE REMAINDER OF THE
 SITE IS UNDER CONSTRUCTION.
 2010 FBC-B 3302.1 REMODELING AND ADDITIONS. REQUIRED
 EXITS, EXISTING STRUCTURAL ELEMENTS, FIRE PROTECTION
 DEVICES AND SANITARY SAFEGUARDS SHALL BE MAINTAINED AT
 ALL TIMES DURING REMODELING, ALTERATIONS, REPAIRS OR
 ADDITIONS TO ANY BUILDING OR STRUCTURE.
 3302.2 MANNER OF REMOVAL. WASTE MATERIALS SHALL BE
 REMOVED IN A MANNER WHICH PREVENTS INJURY OR DAMAGE TO
 PERSONS, ADJOINING PROPERTIES.
 3303.2 PEDESTRIAN PROTECTION. THE WORK OF DEMOLISHING
 ANY BUILDING SHALL NOT BE COMMENCED UNTIL PEDESTRIAN
 PROTECTION IS IN PLACE AS REQUIRED BY THIS CHAPTER.
  
 2) THIS SAME SHEET IT APPEARS NO REMODELING WILL TAKE
 PLACE ON THE INTERIOR OF THE GOLF PRO-SHOP AND WILL BE
 OPEN TO THE PUBLIC, PLEASE PROVIDE A RATED FIRE BARRIER
 BETWEEN THE ACTIVE WORK SITE 1ST FLOOR OF THE CLUBHOUSE
 AND PRO SHOP. 3306.5 BARRIERS. BARRIERS SHALL BE A
 MINIMUM OF 8 FEET (2438 MM) IN HEIGHT AND SHALL BE
 PLACED ON THE SIDE OF THE WALKWAY NEAREST THE
 CONSTRUCTION. BARRIERS SHALL EXTEND THE ENTIRE LENGTH
 OF THE CONSTRUCTION SITE. OPENINGS IN SUCH BARRIERS
 SHALL BE PROTECTED BY DOORS WHICH ARE NORMALLY KEPT
 CLOSED.
  
 3) F] 3309.1 WHERE REQUIRED.
 ALL STRUCTURES UNDER CONSTRUCTION, ALTERATION OR
 DEMOLITION SHALL BE PROVIDED WITH NOT LESS THAN ONE
 APPROVED PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH
 SECTION 906 AND SIZED FOR NOT LESS THAN ORDINARY HAZARD
 AS FOLLOWS:
  
 3.1.AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE
 COMBUSTIBLE MATERIALS HAVE ACCUMULATED.
  
 3.2.IN EVERY STORAGE AND CONSTRUCTION SHED.
  
 3.3.ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE
 PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE
 STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.
  
 4) 3309.2 FIRE HAZARDS. THE PROVISIONS OF THIS CODE AND
 THE FLORIDA FIRE PREVENTION CODE SHALL BE STRICTLY
 OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS
 ATTENDANT UPON CONSTRUCTION OPERATIONS.
  
 5) DURING THE DEMOLITION AS WELL AS THE FONDATION WORK
 A THRESHOLD INSPECTOR SHALL BE ON SITE. THRESHOLD
 INSPECTION PLAN FL S. S. 553.71(7) " THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN AREA
 AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS.
  
 6) 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 7) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. A THRESHOLD AGREEMENT MUST BE
 SIGNED BY THE THRESHOLD INSPECTOR, CONTRACTOR, OWNERS,
 PLEASE CONTACT KEN CONRAD MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
 INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
  
 8) THRESHOLD BLDG, REQUIRED STATEMENT: W.P.B. AMENDMENT
 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH ARE
 REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT OR
 ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S PR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE.
  
 9) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 9.1) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
 THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN
 CONRAD: [email protected]
  
 9.2) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 10) SHEET S.001 STRUCTURAL NOTES 2310 INDICATE A SOILS
 REPORT WAS COMPLETED, FOUNDATION SOILS REPORT HD 135558
 BY DUNKLEBURGER ENGINEERING & TESTING PLEASE PROVIDE
 SOILS REPORT AS REQUIRED BY SECTION 2010 FBC-B 1803.5.2
 QUESTIONABLE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 11) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 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. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2014-05-29 Cont ID  
Sent By albarran Date 2014-05-29 Time 11:59 Rev Time 0.00
Received By albarran Date 2014-05-29 Time 10:17 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2014-06-24 Cont ID  
Sent By Mgonzale Date 2014-06-24 Time   Rev Time 1.00
Received By mgonzale Date 2014-06-24 Time   Sent To I
Notes
2014-06-24 16:01:01PASSED WITH POLLUTION PREVENTION PLAN
 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
 1. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS
 COMPRISED OF AN EROSION AND
 SEDIMENTATION CONTROL PLAN, THE EROSION AND
 SEDIMENTATION CONTROL DETAILS, AND ALL
 SUBSEQUENT REPORTS AND RELATED DOCUMENTS PROVIDED AND
 UPDATED BY THE CONTRACTOR.
 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH
 STORM WATER POLLUTION PREVENTION
 SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF
 FLORIDA NATIONAL POLLUTANT DISCHARGE
 ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND
 BECOME FAMILIAR WITH THEIR
 CONTENTS.
 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT
 PRACTICES (BMP'S) AS REQUIRED BY THE
 SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE
 IMPLEMENTED AS DICTATED BY
 CONDITIONS AT NO ADDITIONAL COST TO THE OWNER
 THROUGHOUT ALL PHASES OF CONSTRUCTION.
 4. BEST MANAGEMENT PRACTICES AND CONTROLS SHALL CONFORM
 TO FEDERAL, STATE, OR LOCAL
 REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE
 CONTRACTOR SHALL IMPLEMENT
 ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING
 AGENCY OR THE OWNER.
 5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL
 STATE WATERS. PERMITS FOR ANY
 CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR
 REGULATED WETLANDS MUST BE MAINTAINED
 ON SITE AT ALL TIMES.
 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE
 MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL
 PERMIT, IF ONE HAS BEEN ISSUED.
 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY
 PARKING AND STORAGE AREA WHICH SHALL
 ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING
 AREA, EMPLOYEE PARKING AREA,
 AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE
 TRAILERS, AND TOILET FACILITIES.
 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING,
 EQUIPMENT CLEANING, ETC.) SHALL BE
 DETAINED AND PROPERLY TREATED OR DISPOSED.
 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND
 FLOTATION BOOMS SHALL BE MAINTAINED
 ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP
 FUEL OR CHEMICAL SPILLS AND LEAKS.
 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL
 OF DUST AND DIRT RISING AND
 SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL
 PROVIDE WATER SPRINKLING OR OTHER
 SUITABLE METHODS OF CONTROL. THE USE OF MOTOR OILS AND
 OTHER PETROLEUM BASED OR TOXIC
 LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
 THE CONTRACTOR SHALL COMPLY
 WITH ALL GOVERNING REGULATIONS PERTAINING TO
 ENVIRONMENTAL PROTECTION.
 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH
 MATERIALS SHALL BE DEPOSITED INTO SEALED
 CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING
 THE PREMISES THROUGH THE ACTION
 OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES
 OR WATERS OF THE STATE.
 12. ALL STORM WATER POLLUTION PREVENTION MEASURES
 PRESENTED ON THE PLAN, SHALL BE INITIATED
 AS SOON AS PRACTICABLE.
 13. THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON
 ALL EXISTING AND PROPOSED DRAINAGE
 STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL
 ACCEPTANCE OF THE PROJECT BY
 THE OWNER. ALL DRAINAGE STRUCTURES AND PIPES WITHIN THE
 LIMITS OF CONSTRUCTION SHALL BE
 CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF
 CONSTRUCTION TO PROVIDE POSITIVE
 DRAINAGE FLOWS.
 14. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON
 AS PRACTICAL.
 15. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION
 ACTIVITY HAS PERMANENTLY STOPPED
 SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE
 STABILIZED NO LATER THAN 7 DAYS
 AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED.
 16. IF A GRAVEL CONSTRUCTION ENTRANCE IS NOT USED OR
 THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL
 CONSTRUCTION ENTRANCE IS NOT SUFFICIENT TO REMOVE THE
 MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED
 BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS
 USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH
 WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF
 THE SITE.
 17. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED
 FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST
 BE REMOVED AS SOON AS POSSIBLE.
 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING
 ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER
 DRAINAGE SYSTEMS IN CONJUNCTION WITH THE DEMOLITION,
 CONSTRUCTION, OR STABILIZATION OF THE SITE.
 19. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS
 SHALL BE PROTECTED FROM EROSION AND
 SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT
 PRACTICES. STOCKPILE AND
 BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION
 CONTROL PLAN AND PERMITTED IN
 ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.
 20. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION
 DURING THE GRADING PHASE TO REDUCE
 RUNOFF VELOCITIES AND EROSION.
 21. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE
 PROJECT, THE CONTRACTOR SHALL BE
 RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES
 (SILT FENCES, ETC.) TO PREVENT
 EROSION.
 22. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF
 EACH WORKING DAY, THIS INCLUDES BACK
 FILLING OF TRENCHES FOR UTILITY DEMOLITION OR
 CONSTRUCTION AND PLACEMENT OF GRAVEL OR
 BITUMINOUS PAVING FOR ROAD CONSTRUCTION.
 23. EROSION AND SEDIMENTATION CONTROL PLANS PROVIDED
 HEREIN ARE A GUIDELINE ONLY. THE
 CONTRACTOR IS RESPONSIBLE FOR PREPARING THE FINAL
 POLLUTION PREVENTION PLAN. THE PLAN
 SHALL BE SUBMITTED TO THE OWNER WHICH DEMONSTRATES THE
 MECHANISMS AND PRACTICES
 THAT WILL BE EMPLOYED TO PROTECT THE CONSTRUCTION SITE
 AND SURROUNDING AREA DURING
 CONSTRUCTION. THE PLAN SHALL BE CONSISTENT WITH FEDERAL
 NATIONAL POLLUTANT DISCHARGE
 ELIMINATION SYSTEM (NPDES PERMIT REQUIREMENTS
 PERTAINING TO POLLUTION PREVENTION PLANS.
 THE PLAN SHALL INCLUDE, BUT NOT BE LIMITED TO, THE
 LOCATIONS OF SILT BARRIERS, EMERGENCY
 RESPONSE PRACTICES, AND OTHER METHODS TO PREVENT
 POLLUTION. REFUELING OR STORAGE OF
 VEHICLES OR EQUIPMENT THAT UTILIZE PETROLEUM BASED
 PRODUCTS SHALL BE PROHIBITED
 ANYWHERE WITHIN 50 FEET OF A WATER'S EDGE. THE PLAN
 SHALL BE FILED WITH ALL APPLICABLE
 REGULATORY AGENCIES BY THE CONTRACTOR. REFER TO FURTHER
 NOTES AND DETAILS WITHIN
 THESE DOCUMENTS.
 24. SILT FENCE IS REQUIRED AS SHOWN ON THE PLANS AND
 ANYWHERE ADDITIONAL AT THE
 CONTRACTOR'S DISCRETION. SILT FENCE IS NOT APPLICABLE
 IN PAVEMENT AREAS. LIMITS OF
 CONSTRUCTION SHOWN ARE DIAGRAMATIC. CONTRACTOR TO
 PROVIDE PLAN FOR SHOP DRAWING
 REVIEW.
 DEMOLITION NOTES
 1. BROKEN PAVEMENT OR OTHER DEBRIS SHALL BE REMOVED
 FROM THE SITE AS SOON AS PRACTICAL. EXCAVATED MATERIALS
 SHALL NOT BE STOCKPILED IN THE RIGHT-OF-WAY OR EASEMENT
 DURING CONSTRUCTION.
 2. VEGETATION, MUCK, AND ANY DELETERIOUS MATERIAL
 WITHIN THE RIGHT-OF-WAY LIMITS OF ALL
 STREETS MUST BE REMOVED AND REPLACED WITH CLEAN FILL
 MATERIAL, FREE OF STUMPS, LARGE
 ROOTS, OR OTHER MATTER NOT SUITABLE FOR INCLUSION IN
 ROADWAY FILL.
 3. AFTER REMOVAL OF UNDERGROUND PIPES, THE TRENCHES
 SHALL BE BACKFILLED. BACKFILL
 MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE
 (12) INCHES IN THICKNESS, WITH
 EACH LAYER CAREFULLY COMPACTED TO NINETY-EIGHT PERCENT
 (98%) OF MAXIMUM DENSITY, PER
 AASTHO T-180 AND TESTED, BEFORE PLACING SUCCEEDING
 LAYERS. DENSITY TESTS SHALL BE TAKEN
 AT MAXIMUM TWO-HUNDRED FOOT (200') INTERVALS, STAGGERED
 EACH SIDE OF THE TRENCH. AT A
 MINIMUM, BACKFILLING AND COMPACTION SHALL BE PER FDOT,
 CITY OF WEST PALM BEACH, AND/OR
 AASHTO STANDARDS.
 4. CONTRACTOR SHALL STORE AND PROTECT ANY ITEMS NOTED
 TO BE RELOCATED. ANY DAMAGED
 ITEMS SHALL BE REPLACED AT THE EXPENSE OF THE
 CONTRACTOR.
 5. THE OWNER MAY DESIGNATE ADDITIONAL ITEMS TO BE
 SALVAGED AND PROVIDED TO THE OWNER.
 6. REFER TO THE DEMOLITION PLAN FOR ADDITIONAL DETAILS
 OF EXISTING STRUCTURES, ETC.,
 LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE
 NOTED, ALL EXISTING BUILDINGS,
 STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES,
 SIGNS, AND ALL APPURTENANCES ARE TO
 BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY
 DISPOSED OF IN A LEGAL MANNER.
 7. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN
 FOR DEMOLITION/PRESERVATION OF
 EXISTING TREES. ALL TREES NOT SPECIFICALLY SHOWN TO BE
 REMOVED OR RELOCATED SHALL BE
 PRESERVED . TREE PROTECTION FENCING SHALL BE INSTALLED
 PRIOR
 TO ANY DEMOLITION. ALL TRESS TO BE SAVED UNLESS
 OTHERWISE NOTED.
 8. CONTRACTOR TO NOTE EXISTING TREES TO REMAIN. SHOULD
 ANY TREE TO BE REMAIN BE DAMAGED
 BY THE CONTRACTOR, IT WILL REQUIRE REPLACEMENT IN KIND.
 MAINTENANCE
 1. ALL MEASURES STATED ON THE EROSION AND SEDIMENTATION
 CONTROL PLAN, AND IN THE STORM
 WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN
 FULLY FUNCTIONAL CONDITION
 UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK
 OR FINAL STABILIZATION OF THE
 SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES
 SHALL BE CHECKED BY A QUALIFIED
 PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND
 WITHIN 24 HOURS OF THE END OF A
 0.5 INCH RAINFALL EVENT, AND CLEANED AND REPAIRED IN
 ACCORDANCE WITH THE FOLLOWING:
 2. INLET PROTECTION DEVICES AND BARRIERS SHALL BE
 REPAIRED OR REPLACED IF THEY SHOW SIGNS
 OF UNDERMINING, OR DETERIORATION.
 3. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE
 THAT A GOOD STAND IS MAINTAINED.
 AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS
 NEEDED.
 4. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL
 CONDITIONS IF DAMAGED. SEDIMENT SHALL BE
 REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF
 THE HEIGHT OF THE SILT FENCE.
 5. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A
 CONDITION WHICH WILL PREVENT
 TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS
 MAY REQUIRE PERIODIC TOP
 DRESSING OF THE CONSTRUCTION ENTRANCE AS CONDITIONS
 DEMAND.
 6. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT
 IN GOOD CONDITION (SUITABLE FOR
 PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP
 DRESSING OF THE TEMPORARY
 PARKING AS CONDITIONS DEMAND.
 7. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER,
 SPECIFICALLY, THE RULES AND
 REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH
 ADMINISTRATION (OSHA), THE FLORIDA
 DEPARTMENT OF TRANSPORTATION (FDOT), THE MANUAL OF
 UNIFORM TRAFFIC CONTROL DEVICES
 (MUTCD), SHALL BE STRICTLY OBSERVED.
 8. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
 COMPLIANCE WITH THE STATE OF FLORIDA
 TRENCH SAFETY ACT.
  
 HTTP://WPB.ORG/WP-CONTENT/UPLOADS/SITES/7/2012/05/2011-
 12-21-15-00-29-SWPPPGUIDE.PDF
 HTTP://CFPUB.EPA.GOV/NPDES/STORMWATER/CONST.CFM
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2014-07-02 Cont ID  
Sent By wjolin Date 2014-07-02 Time 15:55 Rev Time 0.00
Received By wjolin Date 2014-07-02 Time 15:55 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2014-06-12 Cont ID  
Sent By wjolin Date 2014-06-12 Time 13:49 Rev Time 0.00
Received By wjolin Date 2014-06-12 Time 12:39 Sent To  
Notes
2014-06-12 13:49:288100 (8225) IBIS BOULEVARD
 PERMIT #14050759
 MASTER #14050097
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 WILL THE EXISTING GOLF SHOP ATTACHED TO THE CLUB HOUSE
 CONTINUE TO BE OCCUPIED/OPERATIONAL DURING RENOVATION
 AND EXPANSION OF THE CLUBHOUSE? NOTE: A TEMPORARY
 1-HOUR FIRE SEPARATION MAY BE NEEDED TO ISOLATE THE
 CONSTRUCTION AREA FROM THE OCCUPIED AREA.
  
 THE PLANS DO NOT INDICATE ANY DEMOLITION SCOPE OF WORK
 FOR THE EXISTING FIRE SPRINKLER SYSTEM AND EXISTING
 FIRE ALARM SYSTEM PROTECTING BOTH THE CLUBHOUSE AND
 GOLF SHOP.
  
 PROVIDE DRAWING NOTE INDICATING, "FIRE PROTECTION
 SYSTEMS SHALL REMAIN ACTIVE DURING DEMOLITION AND
 RENOVATION ACTIVITIES. IN THE EVENT A FIRE PROTECTION
 SYSTEM IS OUT OF SERVICE FOR MORE THAN 4-HOURS IN A
 24-HOUR PERIOD, THE BUILDING SHALL BE PLACED UNDER A
 FIRE WATCH. ALL FIRE WATCH REQUESTS MUST BE SUBMITTED
 BY EMAIL ([email protected]) OR IN WRITING (FAX:
 561-804-4774) AND APPROVED BY THE OFFICE OF THE FIRE
 MARSHAL LOCATED AT 500 NORTH DIXIE HIGHWAY."
  
 PROVIDE DRAWING NOTE INDICATING ALL CONSTRUCTION AND
 DEMOLITION WORK SHALL CONFORM TO THE REQUIREMENTS OF
 NFPA 241. TRASH AND CONSTRUCTION DEBRIS SHALL BE
 REMOVED FROM THE SITE DAILY. SMOKING SHALL BE
 PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL
 OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO
 SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE
 RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-07-14 Cont ID  
Sent By jwitmer Date 2014-07-14 Time 10:42 Rev Time 0.00
Received By jwitmer Date 2014-07-11 Time 09:21 Sent To  
Notes
2014-07-14 09:22:16RESUBMITTAL SENT TO JIM WITMER'S DESK FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-07-03 Cont ID  
Sent By skennedy Date 2014-07-03 Time 08:26 Rev Time 0.00
Received By skennedy Date 2014-06-30 Time 08:25 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-06-25 Cont ID  
Sent By skennedy Date 2014-06-25 Time 08:31 Rev Time 0.00
Received By skennedy Date 2014-05-22 Time 15:28 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2014-07-11 Cont ID  
Sent By jwitmer Date 2014-07-11 Time 10:23 Rev Time 0.00
Received By jwitmer Date 2014-07-11 Time 10:23 Sent To  
Notes
2014-07-11 10:26:22P. B. C. IMPACT FEE RECEIPT:
 TRACKING # MU-2014-014801-0000
 REC # 2014-0707-304
 FEES PAID: $8265.69
Review Stop P PLUMBING
Rev No 1 Status P Date 2014-06-13 Cont ID  
Sent By jwitmer Date 2014-06-13 Time 17:50 Rev Time 0.00
Received By jwitmer Date 2014-06-13 Time 17:10 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2014-07-16 Cont ID  
Sent By skennedy Date 2014-07-16 Time 12:02 Rev Time 0.00
Received By skennedy Date 2014-07-15 Time 14:35 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2014-06-23 Cont ID  
Sent By avann Date 2014-06-23 Time 15:12 Rev Time 0.00
Received By ajones Date 2014-06-23 Time 15:12 Sent To  
Notes
***NONE***


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