Plan Review Details - Project Z20120015
Plan Review Stops For Project Z20120015
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 02-10-2021 Cont ID  
Sent By rbrown Date 02-10-2021 Time 20:49 Rev Time 0.00
Received By rbrown Date 02-10-2021 Time 20:49 Sent To  
Notes
2021-02-10 20:52:44DEVELOPMENT 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. FLOOD ZONE. ACCORDING TO THE ADOPTED FLOOD INSURANCE
 RATE MAPS (FIRMS), THE PROPOSED BUILDING IS IN FLOOD
 ZONE AE, WITH A BASE FLOOD ELEVATION OF 12.7 FT NAVD.
 THE FIRST FLOOR OF THE BUILDING AND ALL ASSOCIATED
 MECHANICAL EQUIPMENT (CHILLERS, GENERATORS ETC.) SHALL
 BE 24 INCHES (FREEBOARD) ABOVE THE BASE FLOOD
 ELEVATION.
  
 3. THE ADDITION TO THE EXISTING BUILDING IS COVERED BY
 CHAPTER 11 OF THE FLORIDA EXISTING BUILDING CODE. THE
 HEIGHT AND/OR AREA INCREASE DUE TO THE PROPOSED
 ADDITION SHALL NOT INCREASE THE TOTAL BUILDING HEIGHT
 AND/OR AREA BEYOND THAT ALLOWED UNDER THE APPLICABLE
 PROVISIONS OF CHAPTER 5 OF THE FLORIDA BUILDING CODE
 FOR THE TYPE OF CONSTRUCTION USED.
  
 4. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND
 OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT,
 COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF
 OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF
 CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE
 VERIFIED.
  
 5. EXIT DISCHARGE FROM REAR OF NEW WAREHOUSE BUILDING.
 SITE PLAN, SHEET SP-1, SHOWS THE EXITS FROM THE REAR OF
 THE NEW WAREHOUSE BULDING DISCHARGING ONTO THE 5'
 BUFFER THAT IS CLOSED OFF BY A GATE, WITH NO PROVISION
 FOR A PAVED EGRESS LEADING TO A PLLACE OF SAFETY.
 SECTION 1028.5 OF FLORIDA BUILDING CODE REQUIRES
 UNOBSTRUCTED ACCESS FROM THE EXIT DISCHARGE TO A PUBLIC
 WAY.
  
 6. 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, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
 GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
 OTHER FIRE SUPPRESSION SYSTEMS, GREASE INTERCEPTORS,
 SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.
  
 7. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
 8. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
 TO ART IN PUBLIC PLACES (AIPP) ASSESSMENT. FOR ADVICE
 ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP
 ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC
 PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
 [email protected]
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 03-21-2021 Cont ID  
Sent By rrossano Date 03-21-2021 Time   Rev Time 0.00
Received By rrossano Date 03-21-2021 Time   Sent To  
Notes
2021-03-21 12:31:59PASSED WITH PROVISOS:
  
 THE FOLLOWING COMMENTS ARE FROM RICK ROSSANO, PROJECT
 COORDINATOR, CITY OF WPB ENG. SVCS.
 (561) 494-1098, MOBILE: (561) 246-9525 [email protected]
  
 RELOCATE PROPOSED 1 IN. BACKFLOW ON TO PRIVATE
 PROPERTY.
 PLEASE UPDATE WS STANDARD DETAIL TO CURRENT VERSION.
 STANDARD DETAILS ARE FUZZY AND DIFFICULT TO READ,
 PLEASE OBTAIN CAD VERSIONS FROM [email protected] AND
 UPDATE.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR
 CITY OF WEST PALM BEACH PUBLIC UTILITIES, 561-822-2262
 [email protected]
  
 THERE ARE SOME MINOR POSITIONING CONFLICTS WITH THE
 BACKFLOW ASSEMBLIES, 10 FOOT UTILITY EASEMENT, FDC,
 FIRE HYDRANT AND SMALL BUSHES, THAT NEED ADJUSTMENT.
 WILL ADDRESS IN MORE DETAIL AT FORMAL ENGINEERING
 SUBMITTAL.
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 02-05-2021 Cont ID  
Sent By rrossano Date 02-05-2021 Time   Rev Time  
Received By rrossano Date 02-05-2021 Time   Sent To  
Notes
2021-02-05 18:41:261. PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY
 OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC
 RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF
 YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE
 MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL
 IN THE WPB ENGINEERING SERVICES DEPARTMENT AT
 [email protected] OR 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
 2. AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR
 MORE INFORMATION, REFER TO THE LINK BELOW:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
 3. PLEASE SUBMIT PRELIMINARY UTILITY ENGINEERING PLANS.
 PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS OF
 ALL WATER, STORM WATER, AND SANITARY AND SEWER LINES,
 INCLUDING STUBS TO EACH PROPERTY LINE FOR WATER AND
 SANITARY SEWERS, THE MAKE AND MODEL OF ALL VALVES,
 METERS, AND OTHERS DEVICES TO BE INSTALLED ON THE
 SYSTEM, CATCH BASINS, CULVERTS, DITCHES INCLUDING
 GRADES, PIPES SIZES, MATERIALS, ELEVATIONS,
 ASSUMPTIONS, CALCULATIONS, INVERT ELEVATIONS FOR ALL
 INLETS AND MANHOLES AND PROFILES OF SANITARY SEWER
 LINES. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW. DIRECTION OF FLOW SHALL BE SHOWN ON PLAN
 VIEW ON PLAN VIEW FOR ALL SANITARY AND STORM SEWERS.
 ADDITIONALLY, PLAN VIEW SHALL SHOW ALL EXISTING AND
 PROPOSED UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER
 OPTIC, ELECTRIC, GAS, AND CABLEVISION &
 TELECOMMUNICATION FACILITIES LOCATED ON THE
 RIGHT-OF-WAY. PROVIDE PROFILE AND CLEARANCES AT ALL
 UTILITY CROSSINGS. CUT AND CAP UTILITIES NOT IN USE,
 AND REMOVE ANY ABANDONED UTILITY LINES LARGER THAN 2
 INCHES FROM CITY RIGHT OF WAY.
 4. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
 5. IS THERE A PROPOSED DUMPSTER ENCLOSURE? IF SO, SHOW
 PER CURRENT CITY OF WPB STANDARD DETAIL GC-7.
 6. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 7. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA
 AND FIRE BACKFLOW PREVENTER AS DCDA.
 8. PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 9. PROVIDE CALCULATIONS ON PLANS OF EXISTING AND
 PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM
 AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS SHALL BE
 PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER.
 10. IS THERE A PROPOSED SANITARY CONNECTION? IF SO
 PROVIDE CCTV VIDEO OF EXISTING SANITARY AND STORM SEWER
 ALONG ENTIRE PROJECT FRONTAGE.
 11. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
 12. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER
 METER AND BACKFLOW PREVENTION.
 13. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES
 OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 14. FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING
 APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT
 SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING
 SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED
 LEAD-FREE DESIGN.
 15. FOR FORMAL ENGINEERING SUBMITTAL CLEARLY SHOW ROAD
 RIGHT OF WAY.
 16. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY MAINS
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
 18. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER MAINS
 ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL
 ADDRESSES.
 19. FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO
 PROVIDE 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH
 SIDE OF PROPOSED TRENCH IN CITY MAINTAINED ROADWAY
 AREAS PER CITY OF WPB STANDARD DETAIL GC-9.
 20. PLEASE NOTE THAT A PRE-PPRC-SUBMITTAL MEETING WITH
 ENGINEERING SERVICES IS HIGHLY SUGGESTED.
 21. PLEASE RESPOND TO ALL COMMENTS IN WRITING.
  
  
  
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR
 CITY OF WEST PALM BEACH PUBLIC UTILITIES, 561-822-2262
 [email protected]
  
 PLEASE PROVIDE WRITTEN RESPONSES FOR THE FOLLOWING
 COMMENTS:
  
 -WILL THE EXISTING BUILDING PORTION USE THE NEW FIRE
 WATER SERVICE?
  
 -SAW LETTERS SUBMITTED OR RECEIVED FROM OTHER
 UTILITIES. WAS LETTER REQUESTED OR RECEIVED FROM WEST
 PALM BEACH PUBLIC UTILITIES?
  
 -LOCATION ATTACHMENT FROM PROPERTY APPRAISER SHOWS
 L-SHAPED PROPERTY LINE, BUT THE CIVIL PLAN PROPERTY
 LINE DOES NOT MATCH. PLEASE VERIFY PROPERTY LINES AND
 EXPLAIN THE DIFFERENCE.
  
 -WILL BOLLARDS GO ON BOTH SIDES OF FIRELINE BACKFLOW
 ASSEMBLY OR JUST ONE SIDE? PLEASE ADD NOTE TO PLAN THAT
 BOLLARDS NEED BE 18INCHES AWAY FROM FIRELINE BACKFLOW
 ASSEMBLY.
  
 -THE EAST SIDE OF PROPERTY HAS ASPHALT AND APPEARS TO
 BE USED AS A DRIVEWAY FOR VEHICLES. WILL IT CONTINUE TO
 BE USED BY VEHICLES AND WILL DRIVEWAY APPROACH REMAIN?
  
 -DO NOT LOCATE GATE VALVE IN SIDEWALK PEDESTRIAN
 TRAFFIC.
  
 -WATER SERVICE STANDARD DETAILS ARE OLD REVISION.
 PLEASE UPDATE TO NEWEST REVISION.
  
 -CITY WATER INFRASTRUCTURE ON PRIVATE PROPERTY REQUIRES
 UTILITY EASEMENT. DO NOT SEE CLEARLY DRAWN AND LABELED
 ON CIVIL PLANS.
  
 -SITE PLAN SHOWS AN 8 FOOT UTILITY EASEMENT ALONG EAST
 SIDE OF PROPERTY, BUT DO NOT SEE IT ON CIVIL PLANS.
 PLEASE VERIFY AND UPDATE CIVIL PLAN AS NECESSARY.
  
 -FOR FORMAL ENGINEERING SUBMITTAL, LABEL THE WATER PIPE
 BETWEEN THE TEE AND THE GATE VALVE WITH PIPE SIZE AND
 MATERIAL TYPE AND SHOW ANY REDUCERS, AND ADD (FIRELINE
 POINT OF SERVICE) TO FIRELINE GATE VALVE LABEL.
  
 -LABEL EXISTING TELEPHONE POLE NEAR PROPOSED FIRE
 HYDRANT.
  
 -WILL THE PROPOSED 1 INCH METER SERVE ONLY THE NEW
 BUILDING ADDITION?
  
 -PLEASE ADD WATER DEMAND CALCULATIONS TO CIVIL
 ENGINEERING PLAN.
  
 -PLEASE SHOW AND LABEL EXISTING METERED WATER SERVICE
 NEAR NORTHWEST AREA OF PROPERTY AND WRITE WHAT IS
 HAPPENING TO IT.
  
 -WILL BFO BE RELOCATED BEFORE BUILDING IS CONSTRUCTED?
  
 -VERIFY THAT THAT FIRE HYDRANT LOCATION COMPLIES WITH
 CLEARANCE REQUIREMENTS ON ATTACHED STANDARD DETAIL P-8
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR, WEST PALM BEACH, FL
 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 DIRECT: (561) 494-1098
 MOBILE: (561) 246-9525
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 02-05-2021 Cont ID  
Sent By pleduc Date 02-05-2021 Time 13:01 Rev Time 0.00
Received By pleduc Date 02-05-2021 Time 12:41 Sent To  
Notes
2021-02-05 12:42:06THE 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 A EXITING LOCATION
 CONCERN (10A) RELATED THE PROPOSED PROJECT.
 ADDITIONALLY, THE FOLLOWING COMMENTS ARE INTENDED TO
 PROVIDE GUIDANCE FOR BUILDING PLAN SUBMITTAL.
  
 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 7TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE, PER THE FLORIDA FIRE PREVENTION CODE,
 AND WHETHER IT IS MIXED OR SEPARATED OCCUPANCY.
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
 LOAD CALCULATION IS INCLUDED AND THAT ADEQUATE WATER
 SUPPLY IS EXISTING OR WILL BE PROVIDED.
  
 8. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
 ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
 FIRE PREVENTION.
  
 9. PROVIDE FOR A FIRE SPRINKLER AND/OR FIRE ALARM PER
 THE APPLICABLE OCCUPANCY CODE. FOR ANY LIFE SAFETY
 ENGINEERED SYSTEM, I.E FIRE SPRINKLER AND FIRE ALARM,
 ENSURE THEY COMPLY WITH THE REQUIREMENTS OF FS 61G AND
 SUBMITTED WITH THE MASTER PERMIT.
  
 9A) THE LOCATION OF ANY APPLICABLE DDCV AND FIRE LINE
 LOCATIONS SHALL MEET THE REQUIREMENTS OF NFPA 24 AND
 SHALL BE COORDINATED WITH THE OFFICE OF FIRE MARSHAL,
 THE CITY'S ENGINEERS OFFICE, THE LANDSCAPE PLANNER, AND
 THE CITY'S PLANNING AND ZONING OFFICE.
  
 10. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END CORRIDORS,
 EXIT SIGNS, EMERGENCY LIGHTING, EXITS LEADING TO A
 PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, AND ALL FIRE
 SAFETY FEATURES AND EQUIPMENT.
  
 10A) THERE ARE TWE EXIT DOORS AT THE REAR OF THE
 PROPOSED BUILDING THAT LEAD TO A LONG EXTERIOR
 PASSAGEWAY TO THE ROAD; A PUBLIC WAY, THE ACTUAL EIT
 DISCHARGE. THERE ARE NO EXIT TRAVEL DIMENSIONS
 INDICATED AND THE DISTANCE MAY NOT BE INCOMPLIANCE WITH
 THE LIFE SAFETY CODE. ADDITIONALLY, THERE IS AN
 INDICATION OF TWO EXISTING BUILDING THAT MAY POSE AN
 OPENING EXPOSURE HAZARD TO EXITING PEOPLE.
  
 PLEASE REVIEW THE DISTANCE AND POTENTIAL OPENINGS AS
 THIS EXITING STRATEGY MAY NEED TO BE CHANGED DUE TO
 NONCOMPLIANCE WITH THE FLORIDA FIRE PREVENTION CODE
 AND/OR THE FLORIDA BUILDING CODE.
  
 11. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 12. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 13. 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 F Date 03-30-2021 Cont ID  
Sent By rcaranci Date 03-30-2021 Time 12:23 Rev Time 0.00
Received By rcaranci Date 03-30-2021 Time 12:23 Sent To  
Notes
2021-03-30 12:24:26FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 1900 OKEECHOBEE RD Z20120015
 MARCH 30, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PROVIDE THE REQUIRED TERMINAL LANDSCAPE
 ISLAND WITH 8 FEET LANDSCAPE WIDTH AT THE EAST END OF
 THE NORTH ROW OF PARKING. THE PERIMETER LANDSCAPE
 ISLAND SHOULD ALSO BE EXPANDED
  
 2. SATISFIED. PROVIDE THE REQUIRED 12 TREES FOR THE
 EAST BUFFER.
  
 3. SATISFIED. SECTION 94-443(C)(3) REQUIRES THAT A
 MINIMUM OF 75 PERCENT OF ALL TREES THAT ARE REQUIRED TO
 BE PLANTED WITHIN THE INTERIOR OF AN OFF STREET PARKING
 AREA SHALL BE CATEGORY 1 SHADE TREES. SHOW THE
 PERCENTAGE OF CATEGORY 1 TREES PROVIDED FOR THE
 REQUIRED LANDSCAPE AREAS AS REQUIRED BY SECTION
 94-443(C)(3) FOR TERMINAL AND INTERIOR ISLANDS.
 4. SATISFIED. THE PARKING SPACES ALONG OKEECHOBEE ROAD
 APPEAR TO BE 18 FEET IN LENGTH WITH NO WHEEL STOP AT 16
 FEET. STAFF SUGGESTS REDUCING THE PAVED AREAS FOR
 PARKING SPACES AND PLACING THE CURBS AT 16 FEET TO
 ALLOW FOR ADDITIONAL PERVIOUS LANDSCAPE AREA AT THE
 OVERHANG.
  
 5. SATISFIED. CHANGE THE FOUNDATION PLANTING
 REQUIREMENT TO 20% FOR INDUSTRIAL AND PROVIDE THE TOTAL
 FOR THE ENTIRE BUILDING.
  
 6. SATISFIED. PROVIDE A DETAIL AND LOCATIONS OF ROOT
 BARRIERS TO SEPARATE LANDSCAPING FROM UTILITY LINES.
  
 7. SATISFIED. PROVIDE LOCATIONS AND SCREENING FOR THE
 WATER BACKFLOW AND VALVES.
  
 ADDITIONAL COMMENTS 3/29/21:
 8. THE DUMPSTER ENCLOSURE REQUIRES A HEDGE ON THE THREE
 NON-ACCESS SIDES PER 94-315 AND THE TYPICAL.
  
 9. THE SITE IS CURRENTLY CONFORMING WITH THE 15%
 LANDSCAPE AREA REQUIREMENT. WHEN THE LOT WAS
 SUBDIVIDED, A PAVING PERMIT (17120728) WAS REQUIRED TO
 BE SUBMITTED DEMONSTRATING THAT THE 15% LANDSCAPE AREA
 WAS MET, AND A NONCONFORMITY WAS NOT BEING CREATED. THE
 LANDSCAPE AREA WAS CREATED AS NEEDED ON SITE AND PASSED
 FINAL INSPECTION ON 5/11/2020.
  
 THIS WAS BROUGHT UP AT THE PPRC MEETING. THE 15% MUST
 BE MET WITH THE PROPOSED PLAN. SUGGESTION IS TO REMOVE
 ALL THE PAVED AREA FROM THE EASTERN DRIVEWAY BEING
 REMOVED AND CONVERT TO PERVIOUS LANDSCAPE AREA.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 02-10-2021 Cont ID  
Sent By rcaranci Date 02-10-2021 Time 17:40 Rev Time 0.00
Received By rcaranci Date 02-10-2021 Time 17:40 Sent To  
Notes
2021-02-10 17:40:53FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 1900 OKEECHOBEE RD Z20120015
 FEBRUARY 10, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PROVIDE THE REQUIRED TERMINAL LANDSCAPE ISLAND WITH
 8 FEET LANDSCAPE WIDTH AT THE EAST END OF THE NORTH ROW
 OF PARKING. THE PERIMETER LANDSCAPE ISLAND SHOULD ALSO
 BE EXPANDED
  
 2. PROVIDE THE REQUIRED 12 TREES FOR THE EAST BUFFER.
  
 3. SECTION 94-443(C)(3) REQUIRES THAT A MINIMUM OF 75
 PERCENT OF ALL TREES THAT ARE REQUIRED TO BE PLANTED
 WITHIN THE INTERIOR OF AN OFF STREET PARKING AREA SHALL
 BE CATEGORY 1 SHADE TREES. SHOW THE PERCENTAGE OF
 CATEGORY 1 TREES PROVIDED FOR THE REQUIRED LANDSCAPE
 AREAS AS REQUIRED BY SECTION 94-443(C)(3) FOR TERMINAL
 AND INTERIOR ISLANDS.
 4. THE PARKING SPACES ALONG OKEECHOBEE ROAD APPEAR TO
 BE 18 FEET IN LENGTH WITH NO WHEEL STOP AT 16 FEET.
 STAFF SUGGESTS REDUCING THE PAVED AREAS FOR PARKING
 SPACES AND PLACING THE CURBS AT 16 FEET TO ALLOW FOR
 ADDITIONAL PERVIOUS LANDSCAPE AREA AT THE OVERHANG.
  
 5. CHANGE THE FOUNDATION PLANTING REQUIREMENT TO 20%
 FOR INDUSTRIAL AND PROVIDE THE TOTAL FOR THE ENTIRE
 BUILDING.
  
 6. PROVIDE A DETAIL AND LOCATIONS OF ROOT BARRIERS TO
 SEPARATE LANDSCAPING FROM UTILITY LINES.
  
 7. PROVIDE LOCATIONS AND SCREENING FOR THE WATER
 BACKFLOW AND VALVES.
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
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Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
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***NONE***
Review Stop PW PUBLIC WORKS
Rev No 3 Status P Date 05-19-2021 Cont ID  
Sent By   Date 05-19-2021 Time   Rev Time 0.00
Received By   Date 05-19-2021 Time   Sent To  
Notes
2021-05-19 11:47:35NO FURTHER COMMENTS FROM DEPT. OF PUBLIC WORKS.
Review Stop PW PUBLIC WORKS
Rev No 2 Status F Date 03-19-2021 Cont ID  
Sent By   Date 03-19-2021 Time   Rev Time 0.00
Received By   Date 03-19-2021 Time   Sent To  
Notes
2021-03-19 09:47:46PLEASE PROVIDE:
  
 1- REVISED SITE PLAN TO REFLECT THE DUMPSTER ENCLOSURE
 DETAIL THAT FULLY COMPLIES WITH OUR LATEST REVISION OF
 CITY OF WEST PALM BEACH GENERAL CONSTRUCTION-GARBAGE
 ENCLOSURE STANDARD, GC-7.
 2- LOS (LEVEL OF SERVICE ANALYSIS) TO REFLECT THE SOLID
 WASTE VOLUME PRODUCED ALONG WITH THE SIZE AND TYPE OF
 THE CONTAINER (I.E. DUMPSTER/COMPACTOR) THAT WILL BE
 UTILIZED THAT WILL BE UTILIZED FOR THE SANITATION
 SERVICE.
 3- AUTOTURN EXHIBIT (DYNAMIC ENVELOPE AND THE TIRES
 PATH) FOR THE SANITATION SERVICE, FRONT LOADER TRUCK
 WITH THE FOLLOWING SPECS:
 - DUAL AXLES
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 02-08-2021 Cont ID  
Sent By   Date 02-08-2021 Time   Rev Time  
Received By   Date 02-08-2021 Time   Sent To  
Notes
2021-02-08 12:53:49PLEASE PROVIDE DETAILS ON SANITATION COLLECTION SERVICE
 INCLUDING CONTAINER(S) SIZE, TYPE, LOCATION, ETC.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop STORM STORMWATER
Rev No 1 Status P Date 02-11-2021 Cont ID  
Sent By tward Date 02-11-2021 Time 11:41 Rev Time 0.00
Received By tward Date 02-11-2021 Time 11:42 Sent To  
Notes
2021-02-11 11:42:16THIS 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 FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. DRAINAGE CALCULATIONS WERE FOR 3200 ELECTRONICS WAY.
 STORMWATERMANAGEMENT CALCULATIONS ARE FOR THIS PROJECT.
 THESE WILL BE REVIEWED DURING ENGINEERING PERMIT
 REVIEW.
  
 2. IF ASPHALT IS BEING REMOVED AROUND THE DETENTION
 AREA, CONSIDER REDUCING THE PARKING SPACE DEPTHS BY TWO
 FEET AND HAVE AN ADDITIONAL 2 FEET OF LANDSCAPE
 OVERHANG.
  
 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 MAY
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
  
 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 4. DRAINAGE CALCULATIONS WILL BE REVIEWED WITH THE
 ENGINEERING PERMIT APPLICATION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 04-01-2021 Cont ID  
Sent By vnoel Date 04-01-2021 Time 14:41 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-04-01 14:42:31PASSED WITH CONDITION:
  
 1. ENGINEERING DEVELOPMENT AND BUILDING PERMIT APPROVAL
 WILL REQUIRE THE SIGNED AGREEMENT WITH ADJACENT OWNER
 FOR STORMWATER DISCHARGE.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 02-08-2021 Cont ID  
Sent By vnoel Date 02-08-2021 Time 09:52 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2021-02-08 10:23:311. SURVEY NEEDS TO BE SIGNED AND SEALED.
 2 BROWN-TROPIC PLAT RECORDED IN PLAT BOOK 131 P 78.
 3. NEED AGREEMENT TO DRAIN INTO ADJOINING OWNERS
 DRAINAGE SYSTEM.
 4. SHOW CONVERSION TO NGVD ON SURVEY.
 5. WHAT IS THE FINISHED FLOOR ELEVATION OF EXISTING
 BUILDING?
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date 05-20-2021 Cont ID  
Sent By   Date 05-20-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-05-20 18:21:01NO FURTHER COMMENTS.
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 [email protected]
 561-494-1092
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 03-26-2021 Cont ID  
Sent By   Date 03-26-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-03-26 10:55:39TRAFFIC COMMENTS:
  
 1) PROVIDE COUNTY TPS LETTER
 2) PROVIDE A MINIMUM 3 FEET LONG TURNAROUND/MANEUVERING
 AREA AT THE DEAD-END/EAST-SIDE OF THE NORTHERN PARKING
 LOT. REMOVE THE LAST PARKING STALL ON THE NORTH-EAST
 CORNER IF NECESSARY AND MARK IT AS TURNAROUND ZONE.
 3) MAXIMUM ALLOWED DRIVEWAY WIDTH IS 25 FEET. TWO-WAY
 DRIVEWAY GREATER THAN 25 FEET COULD BE PROVIDED ONLY
 WHEN ABSOLUTELY NECESSARY AND JUSTIFIED WITH AUTOTURN,
 IN WHICH CASE DIAGONAL HATCHING SHOULD BE USED TO
 DELINEATE DRIVEWAY LANES FOR PASSENGER CARS.
 4) THE EASTERLY DRIVEWAY MUST BE CLOSED, AS THE
 PROPOSED DEVELOPMENT WOULD REQUIRE VEHICLES BACKING OUT
 TO PUBLIC ROW IN ORDER TO EXIT. PER CITY CODE SEC.
 94-485(M): "ALL VEHICULAR MOVEMENT AND MANEUVERING THAT
 MAY BE REQUIRED TO UTILIZE OFF-STREET PARKING
 FACILITIES SHALL BE RETAINED ON-SITE. PUBLIC
 RIGHTS-OF-WAY SHALL NOT BE UTILIZED TO ALLOW OR ENHANCE
 MOVEMENT OR MANEUVERING EXCEPT FOR THOSE USES WITHIN
 THE DOWNTOWN MASTER PLAN AREA PURSUANT TO SUBSECTION
 94-102(W)"
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 02-10-2021 Cont ID  
Sent By voricchi Date 02-10-2021 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2021-02-10 19:06:29 
 TRAFFIC COMMENTS
 1) PROVIDE COUNTY TPS LETTER
  
 SITE PLAN COMMENTS
 2) PROVIDE A MINIMUM 3 FEET LONG TURNAROUND/MANEUVERING
 AREA AT THE DEAD-END/EAST-SIDE OF THE NORTHERN PARKING
 LOT
 3) PROVIDE 2 FEET OVERHANG AT EACH PARKING STALLS
 4) MINIMUM PARKING AISLE WIDTH IS 24 FEET. REVISE
 NORTHERN PARKING LOT ACCORDINGLY
 5) MAXIMUM ALLOWED DRIVEWAY WIDTH IS 25 FEET. TWO-WAY
 DRIVEWAY GREATER THAN 25 FEET COULD BE PROVIDED ONLY
 WHEN ABSOLUTELY NECESSARY AND JUSTIFIED WITH AUTOTURN,
 IN WHICH CASE DIAGONAL HATCHING SHOULD BE USED TO
 DELINEATE DRIVEWAY LANES FOR PASSENGER CARS.
 6) THE EASTERLY DRIVEWAY MUST BE CLOSED, AS THE
 PROPOSED DEVELOPMENT WOULD REQUIRE VEHICLES BACKING OUT
 TO PUBLIC ROW IN ORDER TO EXIT. PER CITY CODE SEC.
 94-485(M): "ALL VEHICULAR MOVEMENT AND MANEUVERING THAT
 MAY BE REQUIRED TO UTILIZE OFF-STREET PARKING
 FACILITIES SHALL BE RETAINED ON-SITE. PUBLIC
 RIGHTS-OF-WAY SHALL NOT BE UTILIZED TO ALLOW OR ENHANCE
 MOVEMENT OR MANEUVERING EXCEPT FOR THOSE USES WITHIN
 THE DOWNTOWN MASTER PLAN AREA PURSUANT TO SUBSECTION
 94-102(W)"
  
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
  
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 04-01-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 02-11-2021 Cont ID  
Sent By rthermid Date 02-11-2021 Time   Rev Time  
Received By rthermid Date 02-11-2021 Time   Sent To  
Notes
2021-02-11 10:58:27PLANS AND PLATS REVIEW COMMITTEE (PPRC) ZONING REVIEW
 ________________________________________
  
 DATE OF REVIEW: 2/11/2021
 PROJECT NO.: Z20120015
 CASE NO.: ISPR 20-17
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING
 REVIEW COMMENTS:
  
 1. PROVIDE CIRCULATION PLANS FOR THE REAR DRIVEWAY AREA
 TO SHOW THE TURNAROUND/MANEUVRING AREA AT THE DEAD
 END/SOUTHWESTERN CORNER OF THE PROPERTY.
 2. PROVIDE BICYCLE PARKING CONSISTENT WITH ALLOWED BIKE
 RACKS IN THE CITY OF WEST PALM BEACH AND A STANDARD
 CITY DETAIL.
 ________________________________________
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
  
 A) WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
  
 B) 4 SETS OF REVISED PLANS AND/OR DOCUMENTS SHALL BE
 PROVIDED, ALONG WITH ONE (1) REDUCED COPY (11IN X
 17IN), AND AN ELECTRONIC COPY OF ALL PLANS.
  
 C) PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
  
 D) IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
  
 E) 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 ACCESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE.
  
 F) IN ORDER TO BE CONSIDERED FOR THE APRIL 9, 2021,
 PLANNING BOARD AGENDA, ALL COMMENTS SHALL BE
 SATISFACTORILY ADDRESSED. PLEASE SUBMIT ALL REVISED
 DOCUMENTS/PLANS NO LATER THAN TUESDAY, MARCH 9, 2021.
  
 G) TO BE PLACED ON THE JUNE 15, 2021, PLANNING BOARD
 AGENDA, SIGNS SHALL BE POSTED ON THE PROPERTY NO LATER
 THAN MARCH 9, 2021. SIGNAGE SHALL CONFORM, AND BE
 INSTALLED ACCORDING TO THE REQUIREMENTS OF THE CITY?S
 ZONING AND LAND DEVELOPMENT REGULATIONS; SUCH
 REQUIREMENTS ARE ALSO PROVIDED IN THE DEVELOPMENT
 APPLICATION. A SIGNED AND NOTARIZED AFFIDAVIT SHALL BE
 PROVIDED BY THE DEADLINE REFERENCED ABOVE.
  
 H) IF AFTER THE CASE HAS BEEN ADVERTISED THE APPLICANT
 DESIRES TO REQUEST A CONTINUANCE, A FEE OF $50 PLUS THE
 COST OF ADVERTISING WILL BE CHARGED.
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 RAFAELA THERMIDOR, ASSOCIATE PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 TTY: 800.955.8771
 E: [email protected]
 W: WPB.ORG
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