Plan Review Details - Permit 15120459
Plan Review Stops For Permit 15120459
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-03-12 Cont ID  
Sent By tmoore Date 2016-03-12 Time 09:13 Rev Time 0.00
Received By tmoore Date 2016-03-12 Time 09:11 Sent To  
Notes
2016-03-12 09:13:41RECEIVED MISSING GAS RELEASE. FIRE LINE CAP IS
 SCHEDULED FOR MONDAY THE 14. CONFIDENT IT WILL PASS,
 ISSUING PERMIT AND E-MAILING CONTRACTOR. ALL FEES
 APPEAR TO BE PAID.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-01-26 Cont ID  
Sent By tmoore Date 2016-01-26 Time 17:18 Rev Time 0.00
Received By tmoore Date 2016-01-26 Time 17:12 Sent To  
Notes
2016-01-26 17:18:04WILL SEND E-MAIL TO RYAN HUTCHINS, JUST LEFT VOICE MAIL
 TO PLEASE CALL ME. THE APPLICATION IS MISSING THESE
 ITEMS;
  
 1) A RELEASE FROM FPL
  
 2) A RELEASE FROM FPU
  
 3) A SEWER LATERAL CAPPING PERMIT PULLED AND INSPECTED.
  
 4) A CONFIRMATION FROM UTILITIES THAT THE WATER METER
 HAS BEEN PULLED OR THAT IT WILL REMAIN WITH A BACKFLOW
 INSTALLED AND INSPECTED.
  
 5) THE BACKFLOW APPLICATION ISSUED BY US AND
 INSPECTED/TAGGED BY UTILITIES DEPT.
  
 6) THE FIRE LINE CAPPED. COULD BE INCLUDED IN THE SEWER
 LATERAL CAPPING PERMIT.
  
 I CAN BE REACHED AT 805-6669. TOM MOORE KEEPING AT MY
 DESK.
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2016-01-25 Cont ID  
Sent By Mgonzale Date 2016-01-25 Time   Rev Time 1.00
Received By   Date 2016-01-25 Time   Sent To B
Notes
2016-01-25 21:15:14PASSED WITH PROVISOS:
  
 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 HIST HISTORICAL
Rev No 1 Status P Date 2015-12-22 Cont ID  
Sent By fmittner Date 2015-12-22 Time 11:54 Rev Time 0.00
Received By fmittner Date 2015-12-22 Time 11:54 Sent To Z
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-03-12 Cont ID  
Sent By tmoore Date 2016-03-12 Time 09:14 Rev Time 0.00
Received By tmoore Date 2016-03-12 Time 09:14 Sent To  
Notes
2015-12-15 13:16:43ROUTED TO FMITTNER VIA SGRAHAM'S DESK
Review Stop Z ZONING
Rev No 1 Status P Date 2015-12-30 Cont ID  
Sent By jroach Date 2015-12-30 Time 10:11 Rev Time 0.00
Received By mgonzale Date 2015-12-30 Time 10:11 Sent To ENG
Notes
2015-12-30 10:11:29ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 12.30.2015
 PERMIT NO.: 15120459
 ADDRESS: 2300 PRESIDENTIAL WAY
 CONTRACTOR/CONTACT: RYAN HUTCHINS
 TELEPHONE NO.: 561.689.8880
 SCOPE OF REVIEW: DEMOLITION OF EXISTING CLUBHOUSE,
 ADJACENT SIDEWALKS, AND SIDEWALKS SURROUNDING LAKE.
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. NO TREES/PALMS SHALL BE REMOVED UNTIL THE ISSUANCE
 OF A TREE ALTERATION PERMIT. PLEASE CONTACT RAY CARANCI
 AT 561.822.1462.
  
 2. SEPARATE PERMIT SHALL BE REQUIRED FOR ANY TEMPORARY
 CONSTRUCTION FENCES, AND SHALL BE IN ACCORDANCE WITH
 SECTION 94-450(E)(2).
  
 3. IF NO BUILDING PERMITS ARE ISSUED FOR THE SITE
 WITHIN THREE MONTHS OF THE COMPLETION OR ABANDONMENT OF
 THE DEMOLITION, THE JOB SITE SHALL, WITHIN 30 DAYS
 AFTER THE EXPIRATION OF SUCH THREE-MONTH PERIOD, BE
 BROUGHT TO GRADE, TILLED, PLANTED AND MAINTAINED WITH
 GROUND COVER TO INCLUDE SODDING OR SEEDING WHICH SHALL
 HAVE IRRIGATION. ANY TEMPORARY CONSTRUCTION FENCE SHALL
 ALSO BE REMOVED.
 ___________________________________________
  
 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
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  


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