Plan Review Details - Project Z20010011
Plan Review Stops For Project Z20010011
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 02-12-2020 Cont ID  
Sent By rbrown Date 02-12-2020 Time 20:04 Rev Time 0.00
Received By rbrown Date 02-12-2020 Time 20:04 Sent To  
Notes
2020-02-12 20:15:06DEVELOPMENT 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 A, WITH AN UNDETERMINED (BY FEMA) BASE FLOOD
 ELEVATION. FLOOD INSURANCE WILL BE REQUIRED AND THE
 FREEBOARD REQUIREMENT FOR ELEVATION OF THE FIRST FLOOR
 OF THE BUILDING AND ALL ASSOCIATED MECHANICAL EQUIPMENT
 (CHILLERS, GENERATORS ETC.) IS 24 INCHES ABOVE BASE
 FLOOD ELEVATION.
  
 3. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT,
 THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR
 THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT,
 AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE
 FLORIDA BUILDING CODE.
  
 4. 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,GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS,
 FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 5. 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.
  
 6. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS. FOR STREET ADDRESSING, CONTACT
 CAROLINE PUELL, ADDRESSING COORDINATOR, AT (561) 805
 6659, OR BY EMAIL: [email protected]
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status P Date 05-07-2020 Cont ID  
Sent By rrossano Date 05-07-2020 Time   Rev Time 0.00
Received By rrossano Date 05-07-2020 Time   Sent To  
Notes
2020-05-07 10:44:22PASSED WITH PROVISORY COMMENTS FROM FIELD CUSTOMER
 SERVICE (SHEET 3 ? ENGINEERING PLAN) FOR ENGINEERING
 SUBMITTAL:
  
 -BACKFLOW ASSEMBLY APPEARS TO BE LOCATED TOO FAR AWAY
 FROM WATER METER ? REFER TO STANDARD DETAIL WS-11.
  
 -HARD TO LOCATE/DIFFERENTIATE PROPERTY LINE ? REQUEST
 PROPERTY LINE LABELED.
  
 -NEED VERIFICATION THAT WATER SERVICE WILL NOT BE USED
 FOR FIRE SPRINKLERS.
  
 -SIZE OF WATER METER AND BACKFLOW ASSEMBLY NEED TO BE
 ADDED TO LABEL.
  
 -WATER SERVICE CAN?T BE PVC.
  
 -IF THERE IS TREE PLANNED NEAR WATER SERVICE, PREFER 5?
 AWAY FROM EACH OTHER WITH ROOT BARRIERS ADDED TO
 PREVENT ROOTS BREAKING CUSTOMER?S PIPE DOWNSTREAM OF
 METER.
  
 THANKS,
  
 MARK HURLEY
 FIELD CUSTOMER SERVICE SUPERVISOR
 CITY OF WEST PALM BEACH PUBLIC UTILITIES
 561-822-2262
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 03-20-2020 Cont ID  
Sent By rrossano Date 03-20-2020 Time   Rev Time 0.00
Received By rrossano Date 03-20-2020 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 02-12-2020 Cont ID  
Sent By rrossano Date 02-12-2020 Time   Rev Time  
Received By rrossano Date 02-12-2020 Time   Sent To  
Notes
2020-02-12 11:38:54Z20010011 - 3200 ELECTRONICS WAY WHOLESALE YARD AND
 STORAGE
  
 1. THE CITY OF WEST PALM BEACH HAS A NUMBER OF
 REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY
 AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND
 WASTEWATER UTILITIES WITHIN THE CITY. PLEASE SEE
 DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK
 BELOW: HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=
 ~\WPB_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION
 -FULL-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC0
 2A97B1960045731D3658206F27451722716EF
 THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBL
 IC-WORKS/FORMS,-PERMITS-APPLICATIONS
 2. CODE OF ORDINANCES, CITY OF WEST PALM BEACH,
 FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED
 SEPT. 22, 2008. (SUPPLEMENT NO. 18)
 CHAPTER 90 UTILITIES, ARTICLE I. SEC. 90-7.
 POLICY REGARDING EXTENSION OF WATER OR SEWER SERVICE
 FACILITIES OF THE CITY.
 THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE
 CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY
 BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS,
 BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION.
 3. 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
 4. 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 561-494-1040 FOR FURTHER
 ASSISTANCE.
 5. PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS
 OF ALL WATER, STORMWATER, 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.
 PLEASE SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL. 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.
 6. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 RIGHT OF WAY.
 7. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
 8. 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.
 9. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29).
 10. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG
 ENTIRE PROJECT FRONTAGE.
 11. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
 12. PROVIDE ONSITE CLEANOUTS JUST NORTH OF UTILITY
 EASEMENT FOR PROPOSED SANITARY LATERALS.
 13. PLEASE LABEL WATER LINES AS PRIVATE WHERE
 APPLICABLE.
 14. PROPOSED WATER METER PLACEMENT SHALL NOT BE BEHIND
 FENCE; MUST BE ACCESSIBLE BY CITY UTILITIES STAFF.
 15. PLEASE COORDINATE WITH PLANNING REGARDING PROXIMITY
 OF PROPOSED ELECTRIC FENCE TO PUBLIC SIDEWALK.
 16. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING
 PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT
 HIM AT 561-494-2262 OR [email protected]
 17. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS
 FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS.
 18. CONFIRM PROPOSED DUMPSTER ENCLOSURE IS COMPLAINT
 WITH LATEST CITY STANDARD DETAIL GC-8.
  
  
  
  
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 1) -NEED SEPARATE UTILITY PLAN CREATED AND SUBMITTED.
 2) -WATER METER SHOULD BE LABELED WITH SIZE AND
 REFERENCE TO APPROPRIATE WATER SERVICE STANDARD DETAIL.
 WATER SERVICE LINE NEEDS TO BE LABELED WITH MATERIAL.
 3) -METER BOX SHOULD NOT BE IN FENCES OR GATES. WATER
 SERVICE LINE SHOULD NOT RUN THROUGH DRIVEWAY.
 4) -THERE IS AN AREA MARKED 10 FT. IS IT A UTILITY
 EASEMENT? IF SO ADD U.E. TO LABEL.
 5) -NEED WATER DEMAND CHART ON UTILITY PLAN.
 6) -ADD COPY OF WATER SERVICE STANDARD DETAILS USED TO
 THE UTILITY PLAN.
 7) -WILL ANY OF THE WATER SERVICES BE USED FOR FIRE
 SPRINKLERS? IF SO, THEN WOULD NEED SEPARATE DEDICATED
 FIRE SERVICE.
 8) -ELECTRIC FENCE SHOULD NOT BE CLOSE TO SIDEWALK ->
 SAFETY HAZARD FOR PEDESTRIANS. IF WATER PIPE BETWEEN
 BACKFLOW ASSEMBLY AND METER IS RUNNING UNDER ELECTRIC
 FENCE, THEN IT SHOULD BE SLEEVED.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR - ENGINEERING
 SERVICES DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 02-13-2020 Cont ID  
Sent By pleduc Date 02-13-2020 Time   Rev Time 0.00
Received By pleduc Date 02-13-2020 Time 11:48 Sent To  
Notes
2020-02-13 11:58:00THE 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 NO OBJECTIONS TO THE
 PROPOSED PROJECT.
  
 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 6TH 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.
  
 A FIRE HYDRANT COULD NOT BE IDENTIFIED ON THE SITE
 PLAN, PLEASE PROVIDE THE NEAREST FIRE HYDRANT LOCATION
 ON THE SITE PLAN FOR BUILDING PLAN SUBMITTALS.
  
 9. IF APPLICABLE, PROVIDE FOR A FIRE SPRINKLER AND/OR
 FIRE ALARM PER OCCUPANCY FIRE 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.
  
 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.
  
 11. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS AND KNOX KEY SWITCHES FOR GAES 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 3 Status P Date 04-23-2020 Cont ID  
Sent By rcaranci Date 04-23-2020 Time 16:11 Rev Time 0.00
Received By rcaranci Date 04-23-2020 Time 16:11 Sent To  
Notes
2020-04-23 16:12:19FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 3200 ELECTRONICS WAY Z20010011
 APRIL 23, 2020
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. SATISFIED. PROVIDE A TREE DISPOSITION PLAN. TREES
 WITHIN THE PROPERTY MUST BE IDENTIFIED AND SHOWN
 WHETHER THEY WILL REMAIN, BE REMOVED OR RELOCATED. ANY
 TREES TO REMAIN MUST BE INCLUDED ON THE PLANT LIST.
  
 2. SATISFIED. CORRECT ALL CALCULATIONS FOR REQUIRED
 TREES FOR EACH BUFFER PORTION ON THE LANDSCAPE
 REQUIREMENTS CHART TO SHOW 248? BUFFER LENGTHS REQUIRE
 9 TREES, AND 551? BUFFER LENGTHS REQUIRE 19 TREES FOR A
 TOTAL OF 56.
  
 3. SATISFIED. CORRECT TOTAL TREES PROVIDED TO COUNT THE
 DOUBLE MONTGOMERY PALMS AS 8 DOUBLES EQUALS 16 DIVIDED
 BY 3 EQUALS 5 TREE CREDIT.
 4. SATISFIED. CORRECT FOUNDATION PLANTING TO 20% FOR
 INDUSTRIAL PER SECTION 94-443(E)(2).
  
 5. SATISFIED. PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 6. SATISFIED. SHOW LOCATIONS OF WATER AND SEWER LINES
 ON THE LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH
 LANDSCAPING.
  
 7. SATISFIED. SHOW THAT THE REQUIRED PARKING LOT TREES
 MEET THE 75% SHADE TREE REQUIREMENT. 8 TREES ARE
 REQUIRED, 6 MUST BE CATEGORY 1.
  
 TREES INCLUDED FOR STORAGE AREAS ARE NOT REQUIRED
 PARKING LOT TREES. THE REQUIRED TREES ARE IN TERMINAL
 LANDSCAPE ISLANDS.
 8. SATISFIED. SHOW COMPLIANCE WITH SECTION 94-445 L.
 PLANT SPECIES. A MINIMUM OF 60 PERCENT OF PLANT
 MATERIAL ADDED SHALL BE FLORIDA NATIVE OR DROUGHT
 TOLERANT SPECIES SELECTED FROM THE CITY LIST OR THE
 LIST OF SPECIES IN THE MOST RECENT EDITION OF SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT WATERWISE SOUTH
 FLORIDA LANDSCAPES.
 PROVIDE THE ACTUAL PERCENTAGE ON THE PLAN BASED ON THE
 PLANT LIST.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 03-30-2020 Cont ID  
Sent By rcaranci Date 03-30-2020 Time 16:56 Rev Time 0.00
Received By rcaranci Date 03-30-2020 Time 16:56 Sent To  
Notes
2020-03-30 16:59:11FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 3200 ELECTRONICS WAY Z20010011
 MARCH 30, 2020
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. SATISFIED. PROVIDE A TREE DISPOSITION PLAN. TREES
 WITHIN THE PROPERTY MUST BE IDENTIFIED AND SHOWN
 WHETHER THEY WILL REMAIN, BE REMOVED OR RELOCATED. ANY
 TREES TO REMAIN MUST BE INCLUDED ON THE PLANT LIST.
  
 2. SATISFIED. CORRECT ALL CALCULATIONS FOR REQUIRED
 TREES FOR EACH BUFFER PORTION ON THE LANDSCAPE
 REQUIREMENTS CHART TO SHOW 248? BUFFER LENGTHS REQUIRE
 9 TREES, AND 551? BUFFER LENGTHS REQUIRE 19 TREES FOR A
 TOTAL OF 56.
  
 3. SATISFIED. CORRECT TOTAL TREES PROVIDED TO COUNT THE
 DOUBLE MONTGOMERY PALMS AS 8 DOUBLES EQUALS 16 DIVIDED
 BY 3 EQUALS 5 TREE CREDIT.
 4. SATISFIED. CORRECT FOUNDATION PLANTING TO 20% FOR
 INDUSTRIAL PER SECTION 94-443(E)(2).
  
 5. SATISFIED. PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 6. SATISFIED. SHOW LOCATIONS OF WATER AND SEWER LINES
 ON THE LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH
 LANDSCAPING.
  
 7. PARTIALLY SATISFIED. SHOW THAT THE REQUIRED PARKING
 LOT TREES MEET THE 75% SHADE TREE REQUIREMENT. 8 TREES
 ARE REQUIRED, 6 MUST BE CATEGORY 1.
 TREES INCLUDED FOR STORAGE AREAS ARE NOT REQUIRED
 PARKING LOT TREES. THE REQUIRED TREES ARE IN TERMINAL
 LANDSCAPE ISLANDS.
  
 8. PARTIALLY SATISFIED. SHOW COMPLIANCE WITH SECTION
 94-445 L. PLANT SPECIES. A MINIMUM OF 60 PERCENT OF
 PLANT MATERIAL ADDED SHALL BE FLORIDA NATIVE OR DROUGHT
 TOLERANT SPECIES SELECTED FROM THE CITY LIST OR THE
 LIST OF SPECIES IN THE MOST RECENT EDITION OF SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT WATERWISE SOUTH
 FLORIDA LANDSCAPES.
 PROVIDE THE ACTUAL PERCENTAGE ON THE PLAN BASED ON THE
 PLANT LIST.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 02-10-2020 Cont ID  
Sent By rcaranci Date 02-10-2020 Time 16:27 Rev Time 0.00
Received By rcaranci Date 02-10-2020 Time 16:27 Sent To  
Notes
2020-02-10 16:27:47FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 3200 ELECTRONICS WAY Z20010011
 FEBRUARY 10, 2020
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. PROVIDE A TREE DISPOSITION PLAN. TREES WITHIN THE
 PROPERTY MUST BE IDENTIFIED AND SHOWN WHETHER THEY WILL
 REMAIN, BE REMOVED OR RELOCATED. ANY TREES TO REMAIN
 MUST BE INCLUDED ON THE PLANT LIST.
  
 2. CORRECT ALL CALCULATIONS FOR REQUIRED TREES FOR EACH
 BUFFER PORTION ON THE LANDSCAPE REQUIREMENTS CHART TO
 SHOW 248? BUFFER LENGTHS REQUIRE 9 TREES, AND 551?
 BUFFER LENGTHS REQUIRE 19 TREES FOR A TOTAL OF 56.
  
 3. CORRECT TOTAL TREES PROVIDED TO COUNT THE DOUBLE
 MONTGOMERY PALMS AS 8 DOUBLES EQUALS 16 DIVIDED BY 3
 EQUALS 5 TREE CREDIT.
 4. CORRECT FOUNDATION PLANTING TO 20% FOR INDUSTRIAL
 PER SECTION 94-443(E)(2).
  
 5. PROVIDE LOCATIONS OF LIGHTING ON THE LANDSCAPE PLAN
 TO AVOID CONFLICTS WITH LANDSCAPING.
  
 6. SHOW LOCATIONS OF WATER AND SEWER LINES ON THE
 LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING.
  
 7. SHOW THAT THE REQUIRED PARKING LOT TREES MEET THE
 75% SHADE TREE REQUIREMENT. 8 TREES ARE REQUIRED, 6
 MUST BE CATEGORY 1.
 8. SHOW COMPLIANCE WITH SECTION 94-445 L. PLANT
 SPECIES. A MINIMUM OF 60 PERCENT OF PLANT MATERIAL
 ADDED SHALL BE FLORIDA NATIVE OR DROUGHT TOLERANT
 SPECIES SELECTED FROM THE CITY LIST OR THE LIST OF
 SPECIES IN THE MOST RECENT EDITION OF SOUTH FLORIDA
 WATER MANAGEMENT DISTRICT WATERWISE SOUTH FLORIDA
 LANDSCAPES.
 PROVIDE THE ACTUAL PERCENTAGE ON THE PLAN BASED ON THE
 PLANT LIST.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
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Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 03-17-2020 Cont ID  
Sent By   Date 03-17-2020 Time   Rev Time 0.00
Received By   Date 03-17-2020 Time   Sent To  
Notes
2020-03-17 10:33:24 
 NO FURTHER COMMENTS FROM DEPT. OF PUBLIC WORKS.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
  
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 02-11-2020 Cont ID  
Sent By   Date 02-11-2020 Time   Rev Time  
Received By   Date 02-11-2020 Time   Sent To  
Notes
2020-02-11 11:55:09 
 1- FOR A FREESTANDING SITE DUMPSTER ENCLOSURE, THE
 ENCLOSURE SHALL COMPLY WITH THE LATEST REVISION OF CITY
 OF WEST PALM BEACH GENERAL CONSTRUCTION-GARBAGE
 ENCLOSURE STANDARD, CG-8. DUMPSTER DETAIL PROVIDED
 (SHEET SP-1) DOES NOT COMPLY TO CG-8, REVISION DATE
 JUNE 2019.
 2- PLEASE PROVIDE AUTO TURN FOR THE SANITATION SERVICE,
 FRONT LOADER TRUCK WITH THE FOLLOWING SPECS:
 - 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 STORM STORMWATER
Rev No 4 Status P Date 05-26-2020 Cont ID  
Sent By tward Date 05-26-2020 Time 10:18 Rev Time 0.00
Received By tward Date 05-26-2020 Time 10:24 Sent To  
Notes
2020-05-26 10:24:41THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 5/01/2020 SUBMITTAL REVIEW PACKAGE. THEY CAN BE
 ADDRESSED PRIOR TO THE ENGINEERING PERMIT APPLICATION
 SUBMITTAL.
  
 1. SHEET 2 OF 8 EROSION CONTROL
 A. SHOW PROTECTION OF INLETS WITHIN THE ELECTRONICS WAY
 RIGHT-OF-WAY.
 B. SHOW SIDEWALK DEMOLITION FOR THE PROPOSED NORTH AND
 SOUTH DRIVEWAYS.
  
 2. SHEET 3 OF 8 ENGINEERING PLAN
 A. PROVIDE THE PROPOSED ELEVATION TO BE CORED AT THE
 EXISTING DRAINAGE STRUCTURE WEST OF THE CONTROL
 STRUCTURE.
 B. THE MINIMUM PERIMETER ELEVATION IS SHOWN AS 14.30
 FEET NAVD AT THE TWO DRIVEWAYS AND ALONG THE EDGE OF
 PAVEMENT OF THE NORTH STORAGE AREA. THIS ELEVATION IS
 TO BE SET EQUAL TO OR ABOVE THE MINIMUM ELEVATION FOR
 CONTROLLED STORMWATER DISCHARGE FROM THE SITE PER SFWMD
 ERP CRITERIA. THE WEIR ELEVATION AT THE CONTROL
 STRUCTURE IS SET AT 14.30 FEET NAVD, THE SAME AS THE
 PERIMETER ELEVATION. IS A CONTROL STRUCTURE NEEDED?
 C. IT APPEARS THE SITE IS DESIGNED TO FLOOD PRIOR TO
 ANY OFFSITE DISCHARGE. NONE OF THE ONSITE CATCH BASIN
 GRATE ELEVATIONS ARE LOWER THAN THE WEIR ELEVATION.
  
 3. SHEET 4 OF 8 CROSS SECTIONS
 A. ADD VERTICAL DATUM NOTE AND CONVERSION EQUATION TO
 NGVD1929.
 B. LABEL THE LANDSCAPE BUFFERS AND DIMENSIONS ON THE
 APPROPRIATE SECTIONS.
 C. SHOW A BERM AND MINIMUM BERM/PERIMETER ELEVATION ON
 THE APPROPRIATE SECTIONS.
 D. SHOW AND DIMENSION THE LOCATION OF PROPOSED/EXISTING
 FENCES FROM PROPERTY LINE ON THE SECTIONS. [REPEAT
 COMMENT]
 E. SECTION B-B
 1. THE GRAVITY WALL APPEARS TO BE FACING THE WRONG
 DIRECTION.
 2. CONFIRM THE GRAVITY WALL CAN BE LOCATED WITHIN THE
 LANDSCAPE BUFFER.
 F. SECTION D-D
 THE RESPONSE REGARDING THE ENCROACHMENT ONTO THE
 PROPERTY NORTH OF 3200 ELECTRONICS WAY STATED BOTH
 PROPERTIES ARE OWNED BY THE SAME OWNER. THE PROPERTY
 APPRAISER?S WEBSITE INDICATES SEPARATE ENTITIES OWN
 EACH PARCEL. THE CITY?S LAW DEPARTMENT HAS BEEN ASKED
 IF A MORE FORMAL DOCUMENT (AND PERHAPS RECORDED IN THE
 PUBLIC RECORDS) IS NEEDED BEYOND THE LETTER THAT WAS
 PROVIDED BY THE NORTH PROPERTY OWNER.
 G. SECTION E-E ?
 1. ADD THE CROSS SLOPE FOR THE SIDEWALK.
 2. STEEPEN THE DRIVEWAY SLOPE BEHIND THE SIDEWALK TO
 REDUCE THE LENGTH OF DRIVEWAY DRAINING TO THE RIGHT OF
 WAY.
 H. SECTION G-G ?
 1. ADD THE CROSS SLOPE FOR THE SIDEWALK.
 2. STEEPEN THE DRIVEWAY SLOPE BEHIND THE SIDEWALK TO
 REDUCE THE LENGTH OF DRIVEWAY DRAINING TO THE RIGHT OF
 WAY.
 3. THE PLAN VIEW ON SHEET 3 SHOWS THE 14.30 SPOT GRADE
 MORE THAN 18 FEET FROM THE BACK OF SIDEWALK.
 4. SHEET 5 OF 8
 A. CONTROL STRUCTURE DETAIL ? PROVIDE ELEVATIONS OF
 GRATE, INVERTS AND WEIR.
 B. ADD VERTICAL DATUM NOTE AND CONVERSION EQUATION TO
 NGVD1929.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120 (O)
 561-351-0510 (M)
  
Review Stop STORM STORMWATER
Rev No 3 Status F Date 04-28-2020 Cont ID  
Sent By tward Date 04-28-2020 Time 21:08 Rev Time 0.00
Received By tward Date 04-28-2020 Time 22:02 Sent To  
Notes
2020-04-28 22:01:28THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE APRIL
 20, 2020 SUBMITTAL REVIEW PACKAGE.
  
 SHEET 2 OF 7 EROSION CONTROL SHEET
 1. MOVE GRAVEL ENTRANCE OUT OF THE RIGHT OF WAY AND
 ONTO THE SITE. THE SIDEWALK ALONG THE FRONTAGE SHOULD
 REMAIN ACCESSIBLE AT ALL TIMES EXCEPT WHEN PORTIONS ARE
 BEING REPLACED WITH 6" THICK CONCRETE AT THE PROPOSED
 DRIVEWAY CONNECTIONS.
  
 SHEET 3 OF 7 ENGINEERING PLAN
 2. INCLUDE ADDITIONAL FLOW ARROWS AT THE DRIVEWAYS WEST
 OF SIDEWALK TO SHOW RUNOFF WILL FLOW TO THE ONSITE
 CACTCH BASINS.
  
 3. ADDITONAL PROPOSED GRADES WILL BE NEEDED ON THE
 ENGINEERING PERMIT SUBMITTAL PLANS TO SHOW HOW MOST OF
 THE STORMWATER RUNOFF WILL JUST FLOW TO THE LOWEST
 CATCH BASIN IN THE NORTHEAST CORNER OF THE SITE.
  
 4. REPLACE EXISTING SIDEWALK WITH 6" THICK CONCRETE AT
 PROPOSED DRIVEWAY LOCATIONS.
  
 5. SHOW DETENTION AREA(S) (TOE OF SLOPE LINES) PROPOSED
 BEHIND THE SIDEWALK IN THE EAST AREA OF THE SITE.
  
 SHEET 4 OF 6 CROSS SECTIONS
  
 6. LABEL MINIMUM PERIMETER ELEVATION BASED ON SFWMD
 CRITERIA.
  
 7. SECTION B-B: SHOW SWALE SECTION IN 5' LANDSCAPE AREA
 TO KEEP RUNOFF FROM FLOWING DIRECTLY ONTO ADJACENT
 PROPERTY.
  
 8. SECTION D-D:
 A. SECTION SHOWS ENCROACHMENT ONTO ADJACENT PROPERTY
 INCLUDING 2' OF "BERM" AND SIDE SLOPE DOWN TO MEET
 EXISTING GRADE ON ADJACENT PROPERTY. PROVIDE AGREEMENT
 FROM ADJACENT PROPERTY OWNER FOR THIS ENCROACHMENT AND
 WHO WILL MAINTAIN IT.
  
 B. IF #8A. CANNOT BE OBTAINED, SHOW A SWALE SECTION
 SOUTH OF THE PROPERTY LINE TO KEEP RUNOFF FROM FLOWING
 DIRECTLY ONTO ADJACENT PROPERTY.
  
 C. DIMENSION THE LOCATION OF THE FENCE FROM THE
 PROPERTY LINE OR EDGE OF PAVEMENT.
  
 D. INDICATE WHERE THE FENCE ON THE NORTH PROPERTY WILL
 BE LOCATED IF #8A IS OBTAINED.
  
 E. HOW WILL THE PERIMETER LANDSCAPING OUTSIDE THE FENCE
 BE MAINTAINED?
  
 9. SECTIONS E-E AND G-G:
 A. SHOW CONCRETE DRIVEWAY APRON IN THE RIGHT OF WAY.
  
 B. REPLACE THE EXISTING SIDEWALK WITH 6" THICK
 CONCRETE.
  
 C. SHOW SWALE SECTION IN DRIVEWAY FOR DRAINAGE
 CONVEYANCE ACROSS THE DRIVEWAY. THE 2% CROSS SLOPE MAY
 NOT BE VALID.
  
 D. DIMENSION THE LOCATION OF THE PROPOSED FENCE FROM
 THE PROPERTY LINE OR EDGE OF PAVEMENT.
  
 E. MOVE THE PROPERTY LINE TO THE BACK OF SIDEWALK.
  
 SHEET 5 OF 7 DETAILS:
 10. ELIMINATE THE BLEEDER IN THE CONTROL STRUCTURE.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120
 561-351-0510 (M)
Review Stop STORM STORMWATER
Rev No 2 Status F Date 03-24-2020 Cont ID  
Sent By tward Date 03-24-2020 Time 15:00 Rev Time 0.00
Received By tward Date 03-24-2020 Time 15:07 Sent To  
Notes
2020-03-24 15:06:58THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE MARCH
 16, 2020 REVIEW SUBMITTAL PACKAGE.
  
 1. SITE PLAN AND ENGINEERING PLAN SHOW CURBING ACROSS
 THE SIDEWALK. THE SIDEWALK SHOULD NOT BE INTERRUPTED BY
 CURBING.
  
 2. PARKING AND STRIPING DETAIL ON SHEET SP-1 DIMENSIONS
 3 FEET FROM THE EDGE OF SIDEWALK TO THE BACK OF THE
 WHEEL STOP AND ALSO INCLUDES THE LABEL ?2? TO BACK OF
 WHEEL STOP, TYP.?.
  
 3. SITE PLAN ON LIGHTING PLAN DIFFERS FROM THE SITE
 PLAN ON SHEET SP-1.
  
 4. USE LEFT TURN ARROW PAVEMENT MARKING AT NORTH
 DRIVEWAY.
  
 5. PER SECTION 78-34 OF THE CITY?S MUNICIPAL CODE,
 DRIVEWAYS ARE TO BE CONSTRUCTED PER THE CITY?S PLANS
 AND SPECIFICATIONS. THE ENGINEERING SERVICES DEPARTMENT
 ONLY HAS A DRIVEWAY DETAIL FOR CONCRETE DRIVEWAYS (GC-5
 [2019]). THIS DETAIL LIMITS THE DRIVEWAY WIDTH TO 20
 FEET AT THE PROPERTY LINE. THE DRIVEWAY FLARE SHOULD BE
 DESIGNED PER FDOT PLAN 522-003 SINCE THERE IS MORE THAN
 10 FEET BETWEEN THE EDGE OF PAVEMENT AND THE SIDEWALK
 (UTILITY STRIP).
  
 6. DESIGN THE SOUTH DRIVEWAY APRON TO NOT INCLUDE THE
 EXISTING DRAINAGE STRUCTURE.
  
 7. THE PRELIMINARY ENGINEERING PLAN CALLS OUT 10 FEET
 WIDE EXFILTRATION TRENCH BUT THE EXFILTRATION DETAIL
 SHOWS 6? TRENCH WIDTH.
  
 8. CONFIRM DRAINAGE INLET TYPE C1 IS LARGE ENOUGH TO
 CONSTRUCT PRB?S ON ADJACENT OR OPPOSITE WALLS DEPENDING
 ON WHICH SIDES ARE CONNECTED TO EXFILTRATION TRENCHES.
  
 9. WATER METER IS SHOWN OUTSIDE OF THE RIGHT OF WAY.
 CONFIRM THE 10' UTILITY EASEMENT IS AVAILABLE FOR
 PUBLIC UTILITIES.
  
 10. REMOVE NOTE ?TIE IN TO EXISTING 8? PVC SEWER? SHOWN
 NEAR SOUTH DRIVEWAY. IT DOESN?T APPEAR TO BE APPLICABLE
 WITH THE CURRENT SEWER DESIGN.
  
 11. SHOW THE AREA BETWEEN BACK OF SIDEWALK AND NEW
 FENCE LINE IS TO DRAIN TO THE CONTROL STRUCTURE.
  
 12. ARCHITECTURAL ELEVATION VIEWS LIST THE FFE AS
 17.50? NAVD. THE PRELMINARY ENGINEERING PLAN LISTS THE
 FFE AS 15.50? NAVD.
  
 13. WHEEL STOPS OR CURBING IS NEEDED BETWEEN
 PARKING/VEHICULAR ACCESS AREAS AND THE LANDSCAPED
 AREAS.
  
 14. IN THE LEGEND ON THE PRELIMINARY ENGINEERING PLAN
 INCLUDE THE HATCHING PATTERN SHOWN AROUND THE MONUMENT
 SIGN AND BIKE RACKS.
  
 15. PROVIDE PRB DETAIL.
  
 16. LABEL PIPES SIZES AND MATERIAL FOR EXISTING
 UTILITIES IN THE RIGHT OF WAY.
  
 17. PROVIDE MORE HORIZONTAL DISTANCE BETWEEN THE
 PARALLEL EXFILTRATION TRENCHES SO THAT THE FUNCTION OF
 ONE DOES NOT AFFECT THE OTHER AND THE CONSTRUCTION OF
 THE SECOND TRENCH DRAIN WILL NOT AFFECT THE FIRST
 CONSTRUCTED TRENCH DRAIN.
  
 18. PROVIDE A DRAWING IDENTIFYING THE SANITARY AND
 STORMWATER STRUCTURE NUMBERS AND PIPES AS LISTED ON THE
 CCTV LOGS.
  
 19. PROVIDE COPIES OF THE CCTV VIDEOS AND PICTURES OF
 THE OBSERVATIONS LISTED ON THE CCTV REPORTS.
  
 20. REMOVE TYPE ?D? CURB IN THE RIGHT OF WAY NEXT TO
 THE NORTH DRIVEWAY APRON.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 02-10-2020 Cont ID  
Sent By tward Date 02-10-2020 Time 17:24 Rev Time 0.00
Received By tward Date 02-10-2020 Time 17:24 Sent To  
Notes
2020-02-10 17:24:22THIS 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 ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE OBTAINED FROM THE
 ENGINEERING SERVICES DEPARTMENT.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. CONFIRM THE DIAMETER AND MATERIAL OF THE EXISTING
 STORM PIPES WITHIN THE RIGHT-OF-WAY.
  
 2. THE CITY USES NGVD1929 AS THE VERTICAL DATUM. THE
 CITY HAS ALLOWED THE USE OF NAVD1988 PROVIDED THE
 CONVERSION BETWEEN NAVD1988 AND NGVD1929 IS INCLUDED.
 PROVIDE THE NAVD1988 / NGVD1929 CNVERSION EQUATION ON
 THE SURVEY.
  
 3. REMOVE THE EXISTING DRIVEWAY AND RESTORE THE SWALE.
  
 4. REPLACE SIDEWALK FLAGS WITH THE UTILITIES CROSSING
 ACROSS THE SIDEWALK..
  
 5. REPLACE SIDEWALK WITH 6" THICK CONCRETE AT THE NEW
 DRIVEWAY LOCATIONS.
  
 6. NORTH DRIVEWAY APRON AFFECTING THE EXISTING ADA
 PAD/CURBING FOR THE BUS STOP.
  
 7. PROVIDE CROSS SECTIONS FOR ALL SIDES OF THE PROPERTY
 SHOWING PERIMETER BERM AND HOW DEVELOPMENT WILL CONNECT
 TO ADJACENT PROPERTIES.
  
 8. PROPOSED DRIVEWAYS WILL AFFECT THE SWALE DRAINAGE.
  
 9. RCP PIPE TO BE USED WITHIN THE RIGHT OF WAY.
  
 10. CONSIDER USING THE EXISTING CONNECTION TO THE MS4
 OR MOVING THE CONNECTION TO THE STRUCTURE SOUTH OF THE
 NORTH DRIVEWAY. REMOVE EXISTING PIPE CONNECTION TO MS4
 IF NOT USED.
  
 11. SHOW PRBS IN ALL STRUCTURES CONNECTED TO AN
 EXILTRATION TRENCH.
  
 12. DRIVEWAY APRONS SHOULD BE SHOWN AS CONCRETE.
  
 13. SHOW UTILITIES ON THE LANDSCAPE PLANS.
  
 14. PART OF SITE FALLS WITHIN A SPECIAL FLOOD HAZARD
 AREA (SFHA). A MINIMUM OF 2 FEET OF FREEBOARD ABOVE THE
 BASE FLOOD ELEVATION IS REQUIRED FOR STRUCTURES ON
 PARCELS WITHIN A SFHA.
  
  
 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.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE
 ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 3. PROVIDE A COPY OF THE SFWMD ERP PERMIT PRIOR TO
 STARTING CONSTRUCTION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 03-19-2020 Cont ID  
Sent By vnoel Date 03-19-2020 Time 11:26 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2020-03-19 11:27:21PASSED WITH CONDITIONAL OF APPROVAL REQUIRING UNITY OF
 TITLE.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 02-07-2020 Cont ID  
Sent By vnoel Date 02-07-2020 Time 11:20 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2020-02-07 11:44:581. A UNITY OF TITLE WILL BE REQUIRED.
 2. ENG. PLANS SHOW A 10' ELECTRIC FENCE ALONG
 ELECTRONICS WAY?
 3. CAN EXISTING METER IN SW CORNER BE UTILIZED?
 4. PROPOSED CURB WILL NEED TO BE ADJUSTED OFF OF
 EXISTING SANITARY MANHOLE.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 4 Status P Date   Cont ID  
Sent By   Date 05-12-2020 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2020-05-12 09:25:21PASSED.
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
 (TUESDAYS TO THURSDAYS)
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date   Cont ID  
Sent By   Date 04-29-2020 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2020-04-29 10:58:29PASSED WITH THE FOLLOWING CONDITION:
 1. PROVIDE DIAGONAL HATCH ON THE SITE DRIVEWAYS TO
 REDUCE THE WIDTH FOR PASSENGER CARS AT THE TIME OF
 ENGINEERING PLAN SUBMITTAL.
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
 (TUESDAYS TO THURSDAYS)
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 03-25-2020 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2020-03-25 09:44:211. REDUCE THE NORTHERN CURB RADIUS OF THE SOUTHERN
 DRIVEWAY TO NOT MORE THAN 20 FEET SINCE TRUCKS ARE NOT
 EXPECTED TO ENTER FROM THE NORTH.
 2. PROVIDE DIAGONAL HATCH ON THE SITE DRIVEWAYS TO
 REDUCE THE WIDTH FOR PASSENGER CARS.
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
 (IN-HOUSE ON TUESDAYS AND WEDNESDAYS)
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 02-12-2020 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2020-02-12 13:09:22TRAFFIC STATEMENT COMMENTS:
 1. PROVIDE COUNTY TPS LETTER.
 SITE PLAN COMMENTS:
 2. ONLY ONE ACCESS POINT IS ALLOWED ON ELECTRONICS WAY
 PER CITY CODE 94-312.
 3. THE NORTHERN DRIVEWAY WILL BE IMPACTED BY BUS
 LOADING/UNLOADING AT THE BUS STOP AND IS IN CONFLICT
 WITH THE EXISTING BUS STOP. PLEASE ELIMINATE THE
 NORTHERN DRIVEWAY.
 4. CONVERT THE SOUTHERN DRIVEWAY TO TWO-WAY OPERATIONS.
 5. USE DROP CURB INSTEAD OF CURBED DRIVEWAY.
 6. THE ENTRY GATE SHOULD BE LOCATED AT LEAST 25 FEET
 FROM THE BACK OF SIDEWALK.
 7. PROVIDE AUTOTURN PATH SHOWING DELIVERY AND SERVICE
 TRUCK PATHS.
 8. COORDINATE WITH PALM TRAN ON THE EXISTING BUS STOP
 ON ELECTRONICS WAY.
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
 (IN-HOUSE ON TUESDAYS AND WEDNESDAYS)
  
Review Stop Z ZONING
Rev No 3 Status P Date 04-21-2020 Cont ID  
Sent By rfalcone Date 04-21-2020 Time 14:18 Rev Time 0.00
Received By rfalcone Date 04-21-2020 Time 14:18 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 03-26-2020 Cont ID  
Sent By rfalcone Date 03-26-2020 Time 14:30 Rev Time 0.00
Received By rfalcone Date 03-26-2020 Time 14:30 Sent To  
Notes
2020-03-26 14:29:50PLANS AND PLATS REVIEW COMMITTEE (PPRC) ZONING REVIEW
 ________________________________________
  
 DATE OF REVIEW: 03/26/2020
 PROJECT NO.: Z20010011
 CASE NO.: ISPR 20-10
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING
 REVIEW COMMENTS:
  
 1. PROVIDE THE BUILDING HEIGHT ON SHEET A2.
  
 2. PROVIDE THE PROPOSED BUILDING HEIGHT IN SITE DATE
 TABLE ON SHEET SP-1.
  
 3. PROVIDE LEGAL DESCRIPTION ON SHEET SP-1.
  
 4. REVISE THE PHOTOMETRIC PLAN TO BE CONSISTANT WITH
 THE UPDATED SITE PLAN.
  
 5. THE PHOTOMETRIC PLAN AND SITE PLAN ARE LABELED
 "SP-1." PROVIDE A DIFFERENT SHEET NUMBER FOR THE
 PHOTMETRIC PLAN.
 ________________________________________
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
  
 A) WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
  
 B) 6 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.
  
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 RACHEL FALCONE, ASSOCIATE PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1442
 TTY: 800.955.8771
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 1 Status F Date 02-12-2020 Cont ID  
Sent By rfalcone Date 02-12-2020 Time 08:48 Rev Time 0.00
Received By rfalcone Date 02-12-2020 Time 08:48 Sent To  
Notes
2020-02-12 13:08:41GENERAL COMMENTS
 1. REVISE THE PROJECT NUMBER IN THE SITE DATA TABLE
 2. PROVIDE A LEGEND FOR SYMBOLS/LINES.
 3. CORRECT THE NUMBER OF REQUIRED BICYCLE PARKING IN
 THE SITE DATA TABLE.
 4. CLARIFY THE SITE DATA TABLE (SOME NUMBERS ARE
 PROPOSED, SOME PROVIDED--THIS PROVIDES CONFUSION ON
 ITEMS THAT HAVE NEITHER DESIGNATION).
 5. PROVIDE MISSING ELEMENTS (PERCENT OF IMPERVIOUS
 AREA, PERCENT OF WATER BODIES).
 6. WHAT OFFICE USE IS BEING USED FOR THE OFFICE PARKING
 CALCULATION IN THE DATA TABLE?
 7. CORRECT THE MAX. BUILDING HEIGHT ON THE SITE DATA
 TABLE.
  
 SITE PLAN COMMENTS
 1. PROVIDE A DETAIL OF THE STORAGE TRAILERS
 2. PROVIDE THE DIMENSION STORAGE TRAILERS AND DISTANCE
 OF THE STORAGE TRAILERS TO THE PROPERTY LINES
 3. PURSUANT ZLDR SEC. 94-315(B)(1), SCREENING . OUTDOOR
 STORAGE OF GOODS, MERCHANDISE AND MATERIALS SHALL NOT
 BE PERMITTED UNLESS ENCLOSED ON ALL SIDES BY A WALL OF
 ADEQUATE HEIGHT CONSTRUCTED OF BRICK, DECORATIVE
 CONCRETE, OTHER DECORATIVE MASONRY, OR COMPARABLY
 DURABLE WOOD OR STEEL. PLEASE REMOVE THE EXISTING CHAIN
 LINKED FENCE AND REPLACE WITH A WALL TO COMPLY WITH
 ZONING REGULATIONS.
 4. PURSUANT ZLDR SEC. 94-174(5), MAXIMUM BUILDING
 HEIGHT: 50 FEET. REVISE THE BUILDING HEIGHT TO COMPLY
 WITH ZONING REGULATIONS.
 5. PROVIDE THE HEIGHT OF THE SECURITY GATE.
 6. PROVIDE THE DIMENSIONS OF THE PROPOSED ANGLE PARKING
 SPACES.
 7. PROVIDE ALL DIMENSIONS OF PARKING AREAS/SPACES.
 8. 16 FEET PARKING STALLS MAY BE USED FOR PARKING IF
 THERE IS AN OVERHANG PROVIDED OVER A LANDSCAPED AREA.
 18 FEET PARKING WITH A WHEEL STOP IS REQUIRED IN PLACES
 WHERE A CURB AND OVERHANG OVER LANDSCAPED MATERIAL IS
 NOT PROVIDED. PROVIDE CLARITY BETWEEN THE SOD A AND
 OTHER MATERIALS ON THE PLAN AS IT IS CURRENTLY UNCLEAR.
 9. HOW WILL PEDESTRIANS ACCESS THE STRUCTURE FROM THE
 PARKING AREA?
 10. IS THE EXISTING CONCRETE DRIVEWAY TO BE REMOVED? IF
 SO, REMOVE ON PLANS.
 11. IS ACCESS TO THE PROPOSED LOADING SPACE OR DUMPSTER
 BLOCKED BY EQUIPMENT STORAGE? CLARIFY OR SHOW ACCESS ON
 THE PLANS.
 12. CLARIFY STORAGE LINES AND EQUIPMENT MERCHANDISE
 STORAGE AREAS ON THE PLANS. IT IS CURRENTLY UNCLEAR.
 13. IT IS HIGHLY RECOMMENDED TO SWITCH THE ORIENTATION
 OF THE PROPOSED STRUCTURE AND PARKING LOT TO HAVE THE
 STRUCTURE CLOSER TO THE FRONT OF THE LOT.
 14. INCLUDE A PHOTOMETRIC PLAN TO SHOW SITE LIGHTING
 (LOCATION, HEIGHT, AND INTENSITY OF ANY OUTDOOR
 LIGHTING).
 15. IS ROOFTOP MATERIAL PROPOSED ON THE STRUCTURE?
 16. DIMENSION PROPOSED MONUMENT SIGN.
 17. INDICATE IF THE DESIGNATED STORAGE AREAS ARE OPEN
 AIR OR COVERED CANOPY.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO
 CONTACT ME.
  
 RACHEL FALCONE, ASSOCIATE PLANNER
 DEVELOPMENT SERVICES DEPARTMENT
 E-MAIL: [email protected]
 TEL: (561) 822-1442
  
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