Plan Review Details - Project Z21020017
Plan Review Stops For Project Z21020017
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 03-09-2021 Cont ID  
Sent By scwelter Date 03-09-2021 Time 11:58 Rev Time 0.00
Received By scwelter Date 03-09-2021 Time 11:58 Sent To  
Notes
2021-03-09 12:12:57PUBLIC ART REQUIREMENT:
 IF TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE
 OVER $500,000 IT WILL BE SUBJECT TO THE PUBLIC ART
 REQUIREMENT AS PER CITY ORDINANCE.
 SECTION 78-129: ALL PRIVATE DEVELOPMENT PROJECTS,
 INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR
 IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL
 CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000 ARE SUBJECT TO THE PUBLIC ART REQUIREMENT.
 OPTION 1: INSTALL ARTWORK ON THE DEVELOPMENT SITE
 VALUED IN AN AMOUNT NOT LESS THAN ONE PERCENT OF THE
 TOTAL CONSTRUCTION COSTS; OR
 OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO 75 PERCENT OF
 ONE PERCENT OF THE TOTAL CONSTRUCTION COSTS FOR DEPOSIT
 TO THE PUBLIC ART ACCOUNT.
 A COMPLETED PUBLIC ART ASSESSMENT APPLICATION IS
 REQUIRED AT TIME OF BUILDING PERMIT SUBMITTAL.
  
 PLEASE CONTACT SYBILLE WELTER AT [email protected] OR
 561.822.1521 TO OBTAIN AN APPLICATION AND REVIEW THE
 REQUIREMENTS.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 03-10-2021 Cont ID  
Sent By rbrown Date 03-10-2021 Time 20:31 Rev Time 0.00
Received By rbrown Date 03-10-2021 Time 20:31 Sent To  
Notes
2021-03-10 20:40:55DEVELOPMENT 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 UPDATED: FLOOD ZONE. ACCORDING TO THE ADOPTED FLOOD
 INSURANCE RATE MAPS (FIRMS), THE PROPOSED BUILDING IS
 IN FLOOD ZONE A, BUT THE BASE FLOOD ELEVATION IS
 UNDETERMINED. MORE RESEARCH WILL BE REQUIRED TO
 ESTABLISH THE BASE FLOOR ELEVATION PRIOR TO PERMITTING.
 UPDATE: THE CITY STORMWATER ENGINEER HAS POINTED OUT
 THAT THE SOUTH FLRIDA WATER MANAGEMENT DISTRICT (SFWMD)
 CONTOUR MAP SHOWS THE SITE BOUNDED BY THE 13.0 FT NAVD
 88 CONTOUR ELEVATION. 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. ACCESSIBLE ROUTE. SITE PLAN, SHEET SP.1, DOES NOT
 SHOW A WHEELCHAIR ACCESSIBLE ROUTE FROM THE SIDEWALK TO
 THE BUILDING ENTRANCE. WHEN SUBMITTED FOR PERMIT, THE
 PLANS SHALL SHOW AT LEAST ONE ACCESSIBLE ROUTE,
 COMPLYING WITH SECTIONS 206.2 AND 402.2 OF FLORIDA
 ACCESSIBILITY CODE, FROM THE PUBLIC RIGHT-OF-WAY TO ALL
 ACCESSIBLE BUILDING OR FACILITY ENTRANCES.
  
 4. 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.
  
 5. GREASE INTERCEPTOR. A GREASE INTERCEPTOR WILL BE
 REQUIRED. FOR INFORMATION ON THE REQUIRED TYPE, SIZE
 AND LOCATION, PLEASE CONTACT TIM LARGE, CHIEF PLUMBING
 INSPECTOR, DEVELOPMENT SERVICES DEPARTMENT, AT (561)
 805-6692, OR BY EMAIL: [email protected]
  
 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, 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.
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status P Date 06-25-2021 Cont ID  
Sent By rrossano Date 06-25-2021 Time   Rev Time 0.00
Received By rrossano Date 06-25-2021 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 04-29-2021 Cont ID  
Sent By rrossano Date 04-29-2021 Time   Rev Time 0.00
Received By   Date 04-29-2021 Time   Sent To  
Notes
2021-04-29 06:56:29PLEASE UPDATE ALL STANDARD DETAILS TO CURRENT VERSIONS.
 CONTACT [email protected].
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR
 CITY OF WEST PALM BEACH PUBLIC UTILITIES, 561-822-2262
 [email protected]
  
 PLEASE RESPOND TO THE FOLLOW COMMENTS IN WRITING:
 -CITY WPB GIS SHOWS SEWER MANHOLE AT WEST END OF
 UTILITY EASEMENT ON SOUTH SIDE OF PROPERTY. PLEASE SHOW
 AND LABEL ON ENGINEERING PLAN IF THAT IS CORRECT.
 -SMALL WATER SERVICE AND BACKFLOW ASSEMBLY STANDARD
 DETAILS ARE STILL OLD REVISION. PLEASE UPDATE TO
 SEP2019 REVISION.
 -PIPING BETWEEN BACKFLOW ASSEMBLY AND WATER METER IS
 PRIVATELY OWNED.
 -WILL SIDEWALK BE CUT/REMOVED TO INSTALL WATER PIPE? IF
 SO, FLAGS WOULD NEED REPLACEMENT.
 RESPECTFULLY,
  
 MARK HURLEY
 FIELD CUSTOMER SERVICE SUPERVISOR
 CITY OF WEST PALM BEACH PUBLIC UTILITIES
 561-822-2262
  
 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 ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 03-04-2021 Cont ID  
Sent By rrossano Date 03-04-2021 Time   Rev Time  
Received By rrossano Date 03-04-2021 Time   Sent To  
Notes
2021-03-04 09:50:531. 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. SHOW PROPOSED DUMPSTER ENCLOSURE 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. STANDARD DETAILS ARE ILLEGIBLE, PLEASE CONTACT
 [email protected] FOR CAD FILE VERSIONS TO USE.
 22. 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 RESPOND TO THE FOLLOW COMMENTS IN WRITING:
  
 -NEED ADD WATER DEMAND CALCULATIONS TO ENGINEERING
 PLAN.
  
 -ON WEST SIDE OF PROPERTY THERE IS A CHAIN LINK FENCE
 THAT GOES OFF THE PROPERTY AND ALSO EXTENDS INTO A
 MAINTENANCE EASEMENT. IS THE FENCE PREVENTING
 MAINTENANCE?
  
 -IS THE 8INCH VCP SANITARY LINE PRIVATELY-OWNED OR
 CITY-OWNED? PLEASE UPDATE LABEL SIMILARLY. IF SANITARY
 LINE IS CITY-OWNED, RELOCATE FENCE OUT OF 12FOOT
 UTILITY EASEMENT AS IT IS IMPEDING MAINTENANCE.
  
 -DEMO PLAN SAYS THERE IS A MONITORING WELL ON SITE THAT
 WILL REMAIN. WILL IT BE USED FOR SAMPLING WATER, OR
 WILL WATER BE PUMPED FOR USE ON SITE?
  
 -DRAW AND LABEL EXISTING WATER SERVICE PIPING.
  
 -VERIFY THERE WILL BE NO FIRE SPRINKLERS IN BUILDING.
  
 -IS A SEPARATE METERED IRRIGATION WATER SERVICE NEEDED?
  
 -DOES ADA SURFACE NEED TO BE ON THE SIDES OF THE
 DRIVEWAY ENTRANCE ON SIDEWALK?
  
 -WATER SERVICE STANDARD DETAILS ARE OLD REVISION AND
 NOT CLEARLY VIEWABLE. PLEASE UPDATE AND MAKE READABLE.
  
 -IS THERE A SEPARATE PEDESTRIAN GATE, OR DO ALL
 VISITORS GO THROUGH THE ROLLING DRIVEWAY GATE?
  
 -IS THE 6FOOT BLACK CHAINLINK FENCE EXISTING OR
 PROPOSED?
  
 -LABEL BACKFLOW ASSEMBLY EXISTING OR PROPOSED.
  
 -OUR RECORDS SHOW NO EXISTING WATER METER OR ACTIVE
 USAGE ACCOUNT. THERE MAY BE AN EXISTING WATER SERVICE.
 ACCOUNTS WOULD NEED SETUP AND FEES/CHARGES PAID WITH
 CITY WPB UTILITY BILLING.
  
 -WHAT IS BEING CONSTRUCTED IN PHASE II LOCATION? WOULD
 VISITORS USE THE SAME PARKING AND ENTRANCE?
  
 -BACKFLOW ASSEMBLY APPEARS TO HAVE LOCATION CONFLICT
 WITH FENCE.
  
 -MAKE SURE ROLLING GATE DOES NOT EXTEND INTO 12FOOT
 UTILITY EASEMENT OR HIT BACKFLOW ASSEMBLY.
  
 -FOR FORMAL ENGINEERING SUBMITTAL, LABEL WATER MAIN
 PIPE SIZE AND MATERIAL TYPE.
  
 -EXISTING FIRE HYDRANT MAY BE MISSING FROM ENGINEERING
 PLAN ON 27TH PL.
  
 -WHAT IS HAPPENING TO THE EXISTING CONCRETE DRIVEWAY
 APPROACH TO THE EAST OF THE PROPOSED BUILDING?
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 03-05-2021 Cont ID  
Sent By pleduc Date 03-05-2021 Time 12:47 Rev Time 0.00
Received By pleduc Date 03-05-2021 Time 12:34 Sent To  
Notes
2021-03-05 12:47:45THE 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. 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.
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT AN
 ADEQUATE WATER SUPPLY IS EXISTING OR WILL BE PROVIDED.
  
 8. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
 PROJECT SHALL BE CLEARLY INDICATED AND IDENTIFIED ON
 THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
 FIRE PREVENTION IF APPLICABLE.
  
 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. A COMPLETE LIFE SAFETY PLANS 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 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 4 Status P Date 07-19-2021 Cont ID  
Sent By aburnett Date 07-19-2021 Time 15:16 Rev Time 0.00
Received By aburnett Date 07-19-2021 Time 15:16 Sent To  
Notes
***NONE***
Review Stop L LANDSCAPING
Rev No 3 Status F Date 06-07-2021 Cont ID  
Sent By aburnett Date 06-07-2021 Time 15:54 Rev Time 0.00
Received By aburnett Date 06-07-2021 Time 15:50 Sent To  
Notes
2021-06-07 15:52:37FROM: ANDREW BURNETT, LANDSCAPE PLANNER 561-822-1562
 PROJECT: 2649 ELECTRONICS WAY Z21020017
 JUNE 7, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PROVIDE THE LOT SQUARE FOOTAGE AND OPEN
 SPACE CALCULATIONS ON THE SITE AND LANDSCAPE PLAN AND
 MAKE SURE THEY ARE CONSISTENT. INDICATE IF LOT SQUARE
 FOOTAGE IS FOR THE ENTIRE PARCEL OR EACH PHASE. IF
 PROPOSING A SEPARATE LOT, LANDSCAPE BUFFERS MUST BE
 PROVIDED ALONG ALL LOT LINES.
  
 2. SATISFIED. SHOW THE CALCULATIONS FOR MINIMUM SHADE
 TREE AND FLOWERING TREE REQUIREMENTS PER SECTION
 94-443(C)(2)B. BASED ON REQUIRED OPEN SPACE OF 40%.
 LANDSCAPE PLAN SHOWS A DIFFERENT NUMBER FROM THE SITE
 PLAN.
  
 3. PARTIALLY SATISFIED. SHOW THE LOCATIONS OF REQUIRED
 10 FOOT AND 5 FOOT LANDSCAPE BUFFERS ON THE SITE PLAN
 AND LANDSCAPE PLAN PER SECTION 94-443(D) FOR THE ENTIRE
 PARCEL. THE CONSTRUCTION MAY NEED TO BE PHASED FOR THE
 FINAL INSTALLATION OF THE BUFFERS.
 EAST BUFFER IS 133 FT REQUIRING 5 TREES
 WEST BUFFER MUST BE INCLUDED, CAN BE OUTSIDE
 MAINTENANCE EASEMENT. 84.83 FEET REQUIRES 3 TREES.
 SOUTH BUFFER IS 369.26 FEET, REQUIRES 13 TREES.
  
  
 4. SATISFIED. SHOW LOCATIONS OF ALL PROPOSED WATER,
 SEWER AND DRAINAGE LINES ON THE LANDSCAPE PLAN.
  
  
 5. SATISFIED. SHOW LOCATIONS OF FPL TRANSFORMER ON THE
 LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING.
 PROVIDE SCREENING.
 TRANSFORMER WAS NOT LOCATED.
  
  
 6. SATISFIED. PROVIDE SCREENING FOR ALL GROUND MOUNTED
 VALVES AND EQUIPMENT. LOCATIONS OF BACKFLOWS NEEDS TO
 BE SHOWN.
  
 7. SATISFIED. FLORIDA FRIENDLY POINTS TAKEN FOR
 ADDITIONAL TREES IN PARKING AREA, COULD NOT VERIFY.
  
 ADDITIONAL COMMENTS 4/30/21:
  
 8. SATISFIED HEDGE MUST BE PROVIDED ON THE 3 NON ACCESS
 SIDES OF THE DUMPSTER ENCLOSURE.
  
 CONDITIONS OF APPROVAL
 1. NOT SATISFIED 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 04-30-2021 Cont ID  
Sent By rcaranci Date 04-30-2021 Time 17:05 Rev Time 0.00
Received By rcaranci Date 04-30-2021 Time 17:05 Sent To  
Notes
2021-04-30 17:05:46FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 2649 ELECTRONICS WAY Z21020017
 APRIL 30, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PROVIDE THE LOT SQUARE FOOTAGE AND OPEN
 SPACE CALCULATIONS ON THE SITE AND LANDSCAPE PLAN AND
 MAKE SURE THEY ARE CONSISTENT. INDICATE IF LOT SQUARE
 FOOTAGE IS FOR THE ENTIRE PARCEL OR EACH PHASE. IF
 PROPOSING A SEPARATE LOT, LANDSCAPE BUFFERS MUST BE
 PROVIDED ALONG ALL LOT LINES.
  
 2. SATISFIED. SHOW THE CALCULATIONS FOR MINIMUM SHADE
 TREE AND FLOWERING TREE REQUIREMENTS PER SECTION
 94-443(C)(2)B. BASED ON REQUIRED OPEN SPACE OF 40%.
 LANDSCAPE PLAN SHOWS A DIFFERENT NUMBER FROM THE SITE
 PLAN.
  
 3. PARTIALLY SATISFIED. SHOW THE LOCATIONS OF REQUIRED
 10 FOOT AND 5 FOOT LANDSCAPE BUFFERS ON THE SITE PLAN
 AND LANDSCAPE PLAN PER SECTION 94-443(D) FOR THE ENTIRE
 PARCEL. THE CONSTRUCTION MAY NEED TO BE PHASED FOR THE
 FINAL INSTALLATION OF THE BUFFERS.
 EAST BUFFER IS 133 FT REQUIRING 5 TREES
 WEST BUFFER MUST BE INCLUDED, CAN BE OUTSIDE
 MAINTENANCE EASEMENT. 84.83 FEET REQUIRES 3 TREES.
 SOUTH BUFFER IS 369.26 FEET, REQUIRES 13 TREES.
  
  
 4. SATISFIED. SHOW LOCATIONS OF ALL PROPOSED WATER,
 SEWER AND DRAINAGE LINES ON THE LANDSCAPE PLAN.
  
  
 5. NOT SATISFIED. SHOW LOCATIONS OF FPL TRANSFORMER ON
 THE LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH
 LANDSCAPING. PROVIDE SCREENING.
 TRANSFORMER WAS NOT LOCATED.
  
  
 6. SATISFIED. PROVIDE SCREENING FOR ALL GROUND MOUNTED
 VALVES AND EQUIPMENT. LOCATIONS OF BACKFLOWS NEEDS TO
 BE SHOWN.
  
 7. SATISFIED. FLORIDA FRIENDLY POINTS TAKEN FOR
 ADDITIONAL TREES IN PARKING AREA, COULD NOT VERIFY.
  
 ADDITIONAL COMMENTS 4/30/21:
  
 8. HEDGE MUST BE PROVIDED ON THE 3 NON ACCESS SIDES OF
 THE DUMPSTER ENCLOSURE.
  
 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 03-10-2021 Cont ID  
Sent By rcaranci Date 03-10-2021 Time 17:12 Rev Time 0.00
Received By rcaranci Date 03-10-2021 Time 17:12 Sent To  
Notes
2021-03-10 17:12:42FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 2649 ELECTRONICS WAY Z21020017
 MARCH 10, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PROVIDE THE LOT SQUARE FOOTAGE AND OPEN SPACE
 CALCULATIONS ON THE SITE AND LANDSCAPE PLAN AND MAKE
 SURE THEY ARE CONSISTENT. INDICATE IF LOT SQUARE
 FOOTAGE IS FOR THE ENTIRE PARCEL OR EACH PHASE. IF
 PROPOSING A SEPARATE LOT, LANDSCAPE BUFFERS MUST BE
 PROVIDED ALONG ALL LOT LINES.
  
 2. SHOW THE CALCULATIONS FOR MINIMUM SHADE TREE AND
 FLOWERING TREE REQUIREMENTS PER SECTION 94-443(C)(2)B.
 BASED ON REQUIRED OPEN SPACE OF 40%. LANDSCAPE PLAN
 SHOWS A DIFFERENT NUMBER FROM THE SITE PLAN.
  
 3. SHOW THE LOCATIONS OF REQUIRED 10 FOOT AND 5 FOOT
 LANDSCAPE BUFFERS ON THE SITE PLAN AND LANDSCAPE PLAN
 PER SECTION 94-443(D) FOR THE ENTIRE PARCEL. THE
 CONSTRUCTION MAY NEED TO BE PHASED FOR THE FINAL
 INSTALLATION OF THE BUFFERS.
  
 4. SHOW LOCATIONS OF ALL PROPOSED WATER, SEWER AND
 DRAINAGE LINES ON THE LANDSCAPE PLAN.
  
  
 5. SHOW LOCATIONS OF FPL TRANSFORMER ON THE LANDSCAPE
 PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING. PROVIDE
 SCREENING.
  
  
 6. PROVIDE SCREENING FOR ALL GROUND MOUNTED VALVES AND
 EQUIPMENT. LOCATIONS OF BACKFLOWS NEEDS TO BE SHOWN.
  
 7. FLORIDA FRIENDLY POINTS TAKEN FOR ADDITIONAL TREES
 IN PARKING AREA, COULD NOT VERIFY.
  
 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  
Sent By   Date   Time   Rev Time  
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 4 Status P Date 07-19-2021 Cont ID  
Sent By   Date 07-19-2021 Time   Rev Time 0.00
Received By   Date 07-19-2021 Time   Sent To  
Notes
2021-07-19 15:04:05NO FURTHER COMMENTS FROM PUBLIC WORKS.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop PW PUBLIC WORKS
Rev No 3 Status F Date 06-04-2021 Cont ID  
Sent By   Date 06-04-2021 Time   Rev Time 0.00
Received By   Date 06-04-2021 Time   Sent To  
Notes
2021-06-04 12:48:31PLEASE PROVIDE REVISED SHEET 8 OF THE CIVIL PLAN TO
 REFLECT THE LATEST REVISION OFTHE DUMPSTER ENCLOSURE
 GC-7. 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, GC-7.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop PW PUBLIC WORKS
Rev No 2 Status F Date 04-29-2021 Cont ID  
Sent By   Date 04-29-2021 Time   Rev Time 0.00
Received By   Date 04-29-2021 Time   Sent To  
Notes
2021-04-29 11:24:50PLEASE PROVIDE THE FOLLOWINGS REVISED DUMPSTER
 ENCLOSURE DETAIL TO REFLECT THE LATEST REVISION OF CITY
 OF WEST PALM BEACH GENERAL CONSTRUCTION-GARBAGE
 ENCLOSURE STANDARD, GC-7.
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 03-08-2021 Cont ID  
Sent By   Date 03-08-2021 Time   Rev Time  
Received By   Date 03-08-2021 Time   Sent To  
Notes
2021-03-08 08:48:01PLEASE PROVIDE THE FOLLOWINGS:
 1- 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.
 2- DUMPSTER ENCLOSURE DETAIL. 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, GC-7.
 3- AUTOTURN (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 STORM STORMWATER
Rev No 3 Status P Date 06-22-2021 Cont ID  
Sent By tward Date 06-22-2021 Time 16:22 Rev Time 0.00
Received By tward Date 06-22-2021 Time 16:22 Sent To  
Notes
2021-06-22 16:22:03THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE JUNE
 1, 2021 SUBMITTAL. THE COMMENTS CAN BE ADDRESSED WITH
 THE ENGINEERING PERMIT SUBMITTAL.
  
 1. WHEEL STOPS ARE NOT NEEDED FOR PARKING STALLS WITH
 2' LANDSCAPE OVERHANG AND TYPE 'D' CURB AT THE END OF
 THE PARKING STALL.
  
 2. RELOCATE THE TEMPORARY GRAVEL ENTRANCE OUT OF THE
 RIGHT OF WAY SO THAT THE SIDEWALK CAN REMAIN OPEN.
  
 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 2 Status F Date 05-08-2021 Cont ID  
Sent By tward Date 05-08-2021 Time 05:56 Rev Time 0.00
Received By tward Date 05-08-2021 Time 05:56 Sent To  
Notes
2021-05-08 05:49:37THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE APRIL
 2021 CIVIL PLANS.
  
 1. [SATISFIED] THE CITY'S VERTICAL DATUM IS NATIONAL
 GEODETIC VERTICAL DATUM OF 1929. THE CITY HAS ALLOWED
 THE USE OF NAVD1988 PROVIDED THE CONVERSION TO NGVD1929
 IS PROVIDED. ADD THE CONVERSION EQUATION TO THE SURVEY.
  
 2. [NOT SATISFIED] EACH SHEET WITH ELEVATION
 INFORMATION SHALL LIST THE VERTICAL DATUM AND THE
 CONVERSION EQUATION TO NGVD1929. ADD TO SHEET 5.
  
 3. [SATISFIED] REMOVE THE NORTH DRIVEWAY APRON ON
 ELECTRONICS WAY. GRADE THE SWALE TO DRAIN FROM THE
 SOUTH DRIVEWAY APRON TO THE CATCH BASIN ON THE CORNER.
 THE SOUTH DRIVEWAY APRON MAY REQUIRE TO HAVE SWALE
 SECTION.
  
 4. [SATISFIED] REMOVE THE CURB LINES ON EITHER SIDE OF
 THE SIDEWALK ACROSS THE SOUTH DRIVEWAY.
  
 5. [SATISFIED] PROVIDE CROSS SECTIONS FROM THE PHASE 2
 LINE TO THE WEST BUILDING FACE AND FROM THE NORTH,
 SOUTH AND EAST PROPERTY LINES TO THE BUILDING FACE.
  
 6. [SATISFIED] IT'S NOT CLEAR BY THE PROPOSED GRADES
 HOW THE SOUTH PARKING SPACES WILL DRAIN TO THE SWALE.
  
 7. [SATISFIED] ON THE ENGINEERING PLANS, CHANGE THE
 NAME OF THE STREET NORTH OF THE SITE FROM 27TH PLACE TO
 27TH STREET.
  
 8. [COMMENT ACKNOWLEDGED. SFHA WAS NOT DELINEATED AND
 THE BFE WAS NOT PROVIDED ON SURVEY OR ENGINEERING
 PLAN.] THE SITE IS WITHIN A SPECIAL FLOOD HAZARD AREA
 AND THE FINISHED FLOOR ELEVATION AND MECHANICAL
 EQUIPMENT WILL REQUIRE A MINIMUM OF 2 FEET OF FREEBOARD
 ABOVE THE BASE FLOOD ELEVATION.
  
 9. [SATISFIED] CONSIDER REDUCING THE DEPTH OF THE
 PARKING SPACES BY 2 FEET AND PROVIDE 2 FEET OF GRASS
 OVERHANG.
  
 10. [SATISFIED] CHANGE DRY RETENTION AREA TO DRY
 DETENTION AREA.
  
 11. [SATISFIED - COMMENT NO LONGER APPLICABLE] SHOULD
 THE PHASE 2 LINE INCLUDE THE DRY DETENTION AREA?
  
 12. [SATISFIED] INCLUDE FLOATING TURBIDITY BARRIER
 AROUND THE OUTFALL IN THE CANAL.
  
 13. [COMMENT ACKNOWLEDGED] THE STORMWATER MANAGEMENT
 SYSTEM IS TO BE DESIGNED TO MEET SFWMD ERP CRITERIA FOR
 WATER QUALITY TREATMENT AND PEAK FLOW ATTENUATION.
  
 14. [COMMENT ACKNOWLEDGED] RECOMMEND DOING A CONDITION
 ASSESSMENT ON THE OUTFALL PIPE TO THE CANAL, ESPECIALLY
 IF THE PIPE MATERIAL IS CMP.
  
 NEW COMMENTS:
 15. SHEET 3 PRELMINARY EROSION AND DEMOLITION SHEET
 A. SHOW FLOATING TURBIDITY BARRIER AT OUTFALL AND
 PROVIDE DETAIL.
 B. PROVIDE DETAIL FOR TRENCHING IN THE SILT FENCE.
 C. RELOCATE EXISTING FENCE OUT OF THE RIGHT-OF-WAY AT
 THE CUL-DE-SAC.
  
 16. SHEET 4 PRELIMINARY ENGINEERING PLAN
 A. INDICATE IF THE EXISTING FENCE ALONG THE PROPERTY
 LINES IS TO REMAIN OR BE REMOVED.
 B. INDICATE IF THE 13.10 SPOT GRADE NORTH OF THE SOUTH
 DRIVEWAY IS TO BE AT THE EDGE OF THE NEW DRIVEWAY OR
 EXISTING DRIVEWAY THAT IS BEING REMOVED.
 C. SHOW SIDEWALK REPLACEMENT WHERE WATER AND/OR SEWER
 SERVICES CROSS THE SIDEWALK. REPLACEMENT SHALL BE TO
 NEAREST JOINT.
 D. LABEL THE DRAINAGE CONTROL STRUCTURE, WEIR
 ELEVATION, BLEEDER INVERT ELEVATION.
 E. SHOW LOCATION OF PERIMETER BERM.
  
 17. SHEET 5 CROSS SECTIONS
 A. SECTION A-A - LABEL THE ITEM ON THE LEFT SIDE OF THE
 SECTION. IF A FENCE, SHOW IT ON THE ENGINEERING PLAN.
 B. SECTION C-C - SWALE ADJACENT TO THE BUILDING IS
 SHOWN ABOVE THE FFE.
 C. SECTION D-D - PARKING STALL ON THE RIGHT IS
 DIMENSIONED AS 18' WITH 2' OVERHANG. ENGINEERING PLAN
 SHOWS 16' PARKING STALL AND 2' OVERHANG. WHEEL STOP IS
 NOT REQUIRED IF CURB IS PROVIDED FOR 16' PARKING
 STALLS.
 D. SECTION E-E - IT APPEARS THE ASPHALT DRIVEWAY WILL
 EXTEND INTO THE RIGHT-OF-WAY. THE CONCRETE SIDEWALK
 SHOULD BE AT THE RIGHT OF WAY LINE/PROPERTY LINE.
 E. SECTION E-E - CLARIFY IF THE ENTIRE 5' WIDE SIDEWALK
 IS TO BE AT 2% SLOPE.
 F. SECTION E-E - CHECK TO SEE IF THE DRIVEWAY APRON
 SLOPES OF 5% WILL CAUSE CARS TO DRAG THEIR BUMPERS.
 G. SHOW AND LABEL PERIMETER BERMS ON THE SECTIONS IF
 APPLICABLE.
 H. DIMENSION LOCATION OF FENCE FROM THE PROPERTY LINE
 ON THE SECTIONS.
  
 18. SHEET 6 DETAILS
 A. PROVIDE DETAIL OF CONTROL BAFFLE (PRB).
 B. CONTROL STRUCTURE DETAIL SHOWS TWO PIPES CONNECTED
 TO THE STRUCTURE. THE ENGINEERING PLAN SHOWS ONE PIPE.
 C. ON THE CONTROL STRUCTURE DETAIL, PROVIDE THE
 ELEVATIONS FOR THE GRATE, WEIR, PIPE INVERT AND
 STRUCTURE BOTTOM.
 D. DRAINAGE INLET DETAIL - PROVIDE THE TABLE(S)
 REFERENCED ON THE DETAIL.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 03-10-2021 Cont ID  
Sent By tward Date 03-10-2021 Time 22:33 Rev Time 0.00
Received By tward Date 03-10-2021 Time 22:36 Sent To  
Notes
2021-03-10 22:36:19THIS 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. THE CITY'S VERTICAL DATUM IS NATIONAL GEODETIC
 VERTICAL DATUM OF 1929. THE CITY HAS ALLOWED THE USE OF
 NAVD1988 PROVIDED THE CONVERSION TO NGVD1929 IS
 PROVIDED. ADD THE CONVERSION EQUATION TO THE SURVEY.
  
 2. EACH SHEET WITH ELEVATION INFORMATION SHALL LIST THE
 VERTICAL DATUM AND THE CONVERSION EQUATION TO NGVD1929.
 ADD TO SHEET 5.
  
 3. REMOVE THE NORTH DRIVEWAY APRON ON ELECTRONICS WAY.
 GRADE THE SWALE TO DRAIN FROM THE SOUTH DRIVEWAY APRON
 TO THE CATCH BASIN ON THE CORNER. THE SOUTH DRIVEWAY
 APRON MAY REQUIRE TO HAVE SWALE SECTION.
  
 4. REMOVE THE CURB LINES ON EITHER SIDE OF THE SIDEWALK
 ACROSS THE SOUTH DRIVEWAY.
  
 5. PROVIDE CROSS SECTIONS FROM THE PHASE 2 LINE TO THE
 WEST BUILDING FACE AND FROM THE NORTH, SOUTH AND EAST
 PROPERTY LINES TO THE BUILDING FACE.
  
 6. IT'S NOT CLEAR BY THE PROPOSED GRADES HOW THE SOUTH
 PARKING SPACES WILL DRAIN TO THE SWALE.
  
 7. ON THE ENGINEERING PLANS, CHANGE THE NAME OF THE
 STREET NORTH OF THE SITE FROM 27TH PLACE TO 27TH
 STREET.
  
 8. THE SITE IS WITHIN A SPECIAL FLOOD HAZARD AREA AND
 THE FINISHED FLOOR ELEVATION AND MECHANICAL EQUIPMENT
 WILL REQUIRE A MINIMUM OF 2 FEET OF FREEBOARD ABOVE THE
 BASE FLOOD ELEVATION.
  
 9. CONSIDER REDUCING THE DEPTH OF THE PARKING SPACES BY
 2 FEET AND PROVIDE 2 FEET OF GRASS OVERHANG.
  
 10. CHANGE DRY RETENTION AREA TO DRY DETENTION AREA.
  
 11. SHOULD THE PHASE 2 LINE INCLUDE THE DRY DETENTION
 AREA?
  
 12. INCLUDE FLOATING TURBIDITY BARRIER AROUND THE
 OUTFALL IN THE CANAL.
  
 13. THE STORMWATER MANAGEMENT SYSTEM IS TO BE DESIGNED
 TO MEET SFWMD ERP CRITERIA FOR WATER QUALITY TREATMENT
 AND PEAK FLOW ATTENUATION.
  
 14. RECOMMEND DOING A CONDITION ASSESSMENT ON THE
 OUTFALL PIPE TO THE CANAL, ESPECIALLY IF THE PIPE
 MATERIAL IS CMP.
  
 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.
  
 3. 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 3 Status P Date 06-23-2021 Cont ID  
Sent By vnoel Date 06-23-2021 Time 09:12 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 2 Status F Date 04-30-2021 Cont ID  
Sent By vnoel Date 04-30-2021 Time 07:30 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-04-30 07:53:301. STAND ALONE SURVEY AND COPY IN ENG. PLANS DO NOT
 MATCH. NEITHER ARE SIGNED AND SEALED.
 2. RESPONSE TO REQUIRED UNITY OF TITLE DOES NOT MAKE
 SENSE. A SEPARATE APPLICATION IS REQUIRED FOR THE
 PREPARATION OF THE UNITY OF TITLE.
 3. WAITING ON RESPONSE OF OFFER TO ABANDON 27TH STREET.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 03-08-2021 Cont ID  
Sent By vnoel Date 03-08-2021 Time 07:53 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2021-03-08 07:53:081. SURVEY NEEDS TO BE SIGNED AND SEALED.
 2. SHOW CONVERSION TO NGVD ON SURVEY.
 3. UNITY OF TITLE WILL BE REQUIRED. APPLICATION IS MADE
 THRU ENGINEERING..
 4. IS PHASE 2 PROPOSED TO BE A SEPARATE OWNER?
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 5 Status P Date 07-26-2021 Cont ID  
Sent By   Date 07-26-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-07-26 09:47:26TRAFFIC COMMENTS
  
 1) SATISFIED. UPDATE THE TRAFFIC ANALYSIS ACCORDING TO
 THE LATEST SITE PLAN. SPECIFICALLY: SINGLE ENTRY/EXIT
 DRIVEWAY ALONG ELECTRONICS WAY
 2) SATISFIED. PROVIDE COUNTY TPS LETTER
 3) SATISFIED. PROVIDE HANDICAP PARKING INFORMATION IN
 THE SITE DATA TABLE
 4) SATISFIED. PROVIDE AUTOTURN ANALYSIS SHOWCASING
 SERVICE AND SANITATION VEHICLES OPERATION.
 SPECIFICALLY: SHOWCASE THE DYNAMIC ENVELOPE OF THE
 VEHICLE ENTERING, OPERATING AND EXITING THE PROPOSED
 DEVELOPMENT. PROPERLY IDENTIFY THE DESIGN SANITATION
 VEHICLE (I.E. FRONT/BACK/SIDE LOADER). THE DUMPSTER
 LOCATION NEEDS TO BE SHIFTED SLIGHTLY NORTH, AS THE
 DYNAMIC ENVELOPE OF THE SANITATION VEHICLE ENCROACHES
 THE PARKING STALLS ALONG THE SOUTHERN SIDE OF THE
 PARKING LOT.
 5)SATISFIED. LOADING ZONE LOCATION IS NOT PROPER, AS IT
 WOULD HINDER TRAFFIC FLOW, BLOCK THREE PARKING STALLS
 AND IS NOT CLOSE TO THE BUILDING. PROVIDE AUTOTURN FOR
 THE DESIGNATED LOADING ZONE, SO TO PROVE FEASIBILITY
 AND MANEUVERABILITY
  
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 4 Status F Date 07-12-2021 Cont ID  
Sent By   Date 07-12-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-07-12 16:39:281) SATISFIED. UPDATE THE TRAFFIC ANALYSIS ACCORDING TO
 THE LATEST SITE PLAN. SPECIFICALLY: SINGLE ENTRY/EXIT
 DRIVEWAY ALONG ELECTRONICS WAY
 2) SATISFIED. PROVIDE COUNTY TPS LETTER
 3) SATISFIED. PROVIDE HANDICAP PARKING INFORMATION IN
 THE SITE DATA TABLE
 4) PARTIALLY SATISFIED. PROVIDE AUTOTURN ANALYSIS
 SHOWCASING SERVICE AND SANITATION VEHICLES OPERATION.
 SPECIFICALLY: SHOWCASE THE DYNAMIC ENVELOPE OF THE
 VEHICLE ENTERING, OPERATING AND EXITING THE PROPOSED
 DEVELOPMENT. PROPERLY IDENTIFY THE DESIGN SANITATION
 VEHICLE (I.E. FRONT/BACK/SIDE LOADER). THE DUMPSTER
 LOCATION NEEDS TO BE SHIFTED SLIGHTLY NORTH, AS THE
 DYNAMIC ENVELOPE OF THE SANITATION VEHICLE ENCROACHES
 THE PARKING STALLS ALONG THE SOUTHERN SIDE OF THE
 PARKING LOT.
 5) PARTIALLY SATISFIED. LOADING ZONE LOCATION IS NOT
 PROPER, AS IT WOULD HINDER TRAFFIC FLOW, BLOCK THREE
 PARKING STALLS AND IS NOT CLOSE TO THE BUILDING.
 PROVIDE AUTOTURN FOR THE DESIGNATED LOADING ZONE, SO TO
 PROVE FEASIBILITY AND MANEUVERABILITY
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status F Date 06-01-2021 Cont ID  
Sent By   Date 06-01-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-06-01 18:51:49TRAFFIC COMMENTS
 1) SATISFIED. UPDATE THE TRAFFIC ANALYSIS ACCORDING TO
 THE LATEST SITE PLAN. SPECIFICALLY: SINGLE ENTRY/EXIT
 DRIVEWAY ALONG ELECTRONICS WAY
 2) SATISFIED. PROVIDE COUNTY TPS LETTER
 3) PROVIDE HANDICAP PARKING VALUES IN THE SITE DATA
 TABLE
 4) PROVIDE AUTOTURN ANALYSIS SHOWCASING SERVICE AND
 SANITATION VEHICLES OPERATION. SPECIFICALLY: SHOWCASE
 THE DYNAMIC ENVELOPE OF THE VEHICLE ENTERING, OPERATING
 AND EXITING THE PROPOSED DEVELOPMENT. PROPERLY IDENTIFY
 THE DESIGN SANITATION VEHICLE (I.E. FRONT/BACK/SIDE
 LOADER)
 5) LOADING ZONE LOCATION IS NOT PROPER, AS IT WOULD
 HINDER TRAFFIC FLOW, BLOCK THREE PARKING STALLS AND IS
 NOT CLOSE TO THE BUILDING
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 04-29-2021 Cont ID  
Sent By   Date 04-29-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-04-29 20:21:09TRAFFIC COMMENTS:
  
 1) NOT SATISFIED. UPDATE THE TRAFFIC ANALYSIS ACCORDING
 TO THE LATEST SITE PLAN. SPECIFICALLY: SINGLE
 ENTRY/EXIT DRIVEWAY ALONG ELECTRONICS WAY. THE TRAFFIC
 STUDY IS THE SAME AS THE PPRC SUBMISSION.
 2) NOT SATISFIED. PROVIDE COUNTY TPS LETTER. LETTER IS
 MISSING PER LATEST RESUBMISSION.
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 03-10-2021 Cont ID  
Sent By   Date 03-10-2021 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2021-03-10 18:08:55TRAFFIC COMMENTS
 1) UPDATE THE TRAFFIC ANALYSIS ACCORDING TO THE LATEST
 SITE PLAN. SPECIFICALLY: SINGLE ENTRY/EXIT DRIVEWAY
 ALONG ELECTRONICS WAY
 2) PROVIDE COUNTY TPS LETTER
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 5 Status P Date 07-26-2021 Cont ID  
Sent By   Date 07-26-2021 Time   Rev Time 0.00
Received By   Date 07-26-2021 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status F Date 07-20-2021 Cont ID  
Sent By awooten Date 07-20-2021 Time 10:45 Rev Time 0.00
Received By awooten Date   Time   Sent To  
Notes
2021-07-20 10:45:47ZONING COMMENTS - 2649 ELECTRONICS WAY - PRIVATE CLUB-
 ISPR 21-03 - Z21020017
  
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
  
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND 2 SETS
 OF PHYSICAL PLANS, ALONG WITH ONE (1) REDUCED COPY (11
 IN X 17 IN).
 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. A RESUBMITTAL FEE OF 20% OF THE ORIGINAL APPLICATION
 FEE WILL BE ASSESSED AFTER THE FIRST
 RESUBMITTAL.
 _______________________________________________________
 __________________________
  
 SITE PLAN SUBMITTAL
  
 PROVIDE LETTERS FROM ALL PUBLIC UTILITIES CONFIRMING
 THAT THE PROPOSED PROJECT DOES NOT ENCROACH INTO THEIR
 EASEMENTS OR OTHERWISE INTERFERE WITH THE PROVISIONS OF
 THEIR SERVICES FOR AT & T, FLORIDA PUBLIC UTILITIES, FP
 & L. AWAITING**
  
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
Review Stop Z ZONING
Rev No 3 Status F Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-06-28 11:59:40ZONING COMMENTS - 2649 ELECTRONICS WAY - PRIVATE CLUB-
 ISPR 21-03 - Z21020017
  
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
  
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND 2 SETS
 OF PHYSICAL PLANS, ALONG WITH ONE (1) REDUCED COPY (11
 IN X 17 IN).
 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. A RESUBMITTAL FEE OF 20% OF THE ORIGINAL APPLICATION
 FEE WILL BE ASSESSED AFTER THE FIRST
 RESUBMITTAL.
 _______________________________________________________
 __________________________
  
 SITE PLAN SUBMITTAL
  
 INCLUDE REQUIRED STANDARDS PER CODE IN INFORMATION
 TABLE. SATISFIED
  
 INCLUDE SQUARE FOOTAGES OF SITE IN DATA TABLE.
 SATISFIED
  
 PROVIDE LETTERS FROM ALL PUBLIC UTILITIES CONFIRMING
 THAT THE PROPOSED PROJECT DOES NOT ENCROACH INTO THEIR
 EASEMENTS OR OTHERWISE INTERFERE WITH THE PROVISIONS OF
 THEIR SERVICES FOR AT & T, FLORIDA PUBLIC UTILITIES, FP
 & L. AWAITING**
  
 CLARIFY SPECIFICS AS FAR AS USE WITH ALCOHOL LICENSE.
 ANSWERED, NONE.
  
 WILL THIS RESTAURANT SERVE ALCOHOL? WHAT TYPE OF
 LICENSE WILL BE APPLIED FOR? ANSWERED, NONE.
  
 ROLLING GATE WILL HAVE TO REMAIN OPEN DURING HOURS OF
 OPERATION. ANSWERED.
  
 CONSIDER ADDING A SPACE IN PARKING AREA DEDICATED TO
 TURN AROUND. SATISFIED.
  
 PROVIDE A 10 FOOT X 25 FOOT LOADING AND UNLOADING
 SPACE. SATISFIED.
  
 CONSIDER MOVING THE BICYCLE PARKING TO THE WEST SIDE OF
 THE BUILDING, CLOSER TO THE FRONT ENTRANCE. CONSIDERED.
  
 WHAT ARE THE RECREATIONAL ACTIVITIES PLANNED FOR THE
 COVERED PATIO? ANSWERED.
  
 CONSIDER INCORPORATING SOME ARCHITECTURAL FEATURES TO
 IMPROVE OVERALL DESIGN. SATISFIED.
  
 FOR EXAMPLE, CONSIDER INCORPORATING LIGHTING, MORE
 LANDSCAPING, A MURAL, SOMETHING TO MAKE THE DESIGN MORE
 AESTHETICALLY PLEASING.
  
 REPAIR THE SIDEWALK INSIDE/IN FRONT OF THE PROPERTY.
 SATISFIED
  
 TRAFFIC IMPACT ANALYSIS IS BASED ON AN ENTRANCE OF OFF
 27TH STREET AND NOT ELECTRONICS WAY. PROPOSED SITE PLAN
 HAS AN ENTRANCE ON ELECTRONICS WAY.
 THE TRAFFIC IMPACT ANALYSIS SUBMITTED IS STILL SHOWING
 THE ENTRANCE OFF OF 27TH STREET, WHICH IS NOT SHOWN ON
 THE SITE PLAN. SATISFIED
  
 PROVIDE A PHOTOMETRICS/LIGHTING PLAN. SATISFIED
  
 PROVIDE A UNITY OF TITLE THROUGH ENGINEERING. SATISFIED
  
 WHAT ARE THE PLANS FOR THE AREA LABELED "PHASE 2 FOR
 FUTURE DEVELOPMENT"? WHAT WILL IT BE? ARE THERE PLANS
 TO SELL? IF SO, DIVISION AND SELL OF PROPERTY MAY HAVE
 ISSUES WITH ACCESS TO THE NEWLY CREATED LOT. ANSWERED.
  
 UNDEVELOPED AREA WILL HAVE TO BE LANDSCAPED BASED ON
 SENIOR LANDSCAPE PLANNER SUGGESTIONS. SATISFIED.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 05-07-2021 Cont ID  
Sent By   Date 05-07-2021 Time   Rev Time 0.00
Received By   Date 05-07-2021 Time   Sent To  
Notes
2021-05-07 11:05:13PPRC ZONING COMMENTS - 2649 ELECTRONICS WAY - PRIVATE
 CLUB- ISPR 21-03 - Z21020017
 5/7/2021
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
  
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND 2 SETS
 OF PHYSICAL PLANS, ALONG WITH ONE (1) REDUCED COPY (11
 IN X 17 IN).
 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. A RESUBMITTAL FEE OF 20% OF THE ORIGINAL APPLICATION
 FEE WILL BE ASSESSED AFTER THE FIRST
 RESUBMITTAL.
 _______________________________________________________
 __________________________
  
 SITE PLAN SUBMITTAL
  
 INCLUDE REQUIRED STANDARDS PER CODE IN INFORMATION
 TABLE. SATISFIED
  
 INCLUDE SQUARE FOOTAGES OF SITE IN DATA TABLE.
 SATISFIED
  
 PROVIDE LETTERS FROM ALL PUBLIC UTILITIES CONFIRMING
 THAT THE PROPOSED PROJECT DOES NOT ENCROACH INTO THEIR
 EASEMENTS OR OTHERWISE INTERFERE WITH THE PROVISIONS OF
 THEIR SERVICES FOR AT & T, FLORIDA PUBLIC UTILITIES, FP
 & L. AWAITING
  
 CLARIFY SPECIFICS AS FAR AS USE WITH ALCOHOL LICENSE.
 ANSWERED, NONE.
  
 WILL THIS RESTAURANT SERVE ALCOHOL? WHAT TYPE OF
 LICENSE WILL BE APPLIED FOR? ANSWERED, NONE.
  
 ROLLING GATE WILL HAVE TO REMAIN OPEN DURING HOURS OF
 OPERATION. ANSWERED.
  
 CONSIDER ADDING A SPACE IN PARKING AREA DEDICATED TO
 TURN AROUND. SATISFIED.
  
 PROVIDE A 10 FOOT X 25 FOOT LOADING AND UNLOADING
 SPACE. SATISFIED.
  
 CONSIDER MOVING THE BICYCLE PARKING TO THE WEST SIDE OF
 THE BUILDING, CLOSER TO THE FRONT ENTRANCE. CONSIDERED.
  
 WHAT ARE THE RECREATIONAL ACTIVITIES PLANNED FOR THE
 COVERED PATIO? ANSWERED.
  
 CONSIDER INCORPORATING SOME ARCHITECTURAL FEATURES TO
 IMPROVE OVERALL DESIGN. SATISFIED.
  
 FOR EXAMPLE, CONSIDER INCORPORATING LIGHTING, MORE
 LANDSCAPING, A MURAL, SOMETHING TO MAKE THE DESIGN MORE
 AESTHETICALLY PLEASING.
  
 REPAIR THE SIDEWALK INSIDE/IN FRONT OF THE PROPERTY.
 SATISFIED
  
 TRAFFIC IMPACT ANALYSIS IS BASED ON AN ENTRANCE OF OFF
 27TH STREET AND NOT ELECTRONICS WAY. PROPOSED SITE PLAN
 HAS AN ENTRANCE ON ELECTRONICS WAY.
 THE TRAFFIC IMPACT ANALYSIS SUBMITTED IS STILL SHOWING
 THE ENTRANCE OFF OF 27TH STREET, WHICH IS NOT SHOWN ON
 THE SITE PLAN. (NEW COMMENT)
  
 PROVIDE A PHOTOMETRICS/LIGHTING PLAN. SATISFIED
  
 PROVIDE A UNITY OF TITLE THROUGH ENGINEERING. SATISFIED
  
 WHAT ARE THE PLANS FOR THE AREA LABELED "PHASE 2 FOR
 FUTURE DEVELOPMENT"? WHAT WILL IT BE? ARE THERE PLANS
 TO SELL? IF SO, DIVISION AND SELL OF PROPERTY MAY HAVE
 ISSUES WITH ACCESS TO THE NEWLY CREATED LOT. ANSWERED.
  
 UNDEVELOPED AREA WILL HAVE TO BE LANDSCAPED BASED ON
 SENIOR LANDSCAPE PLANNER SUGGESTIONS. SATISFIED.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 03-11-2021 Cont ID  
Sent By   Date 03-11-2021 Time   Rev Time  
Received By   Date 03-11-2021 Time   Sent To  
Notes
2021-03-11 09:39:40PPRC ZONING COMMENTS - 2649 ELECTRONICS WAY - PRIVATE
 CLUB- ISPR 21-03 - Z21020017
 3/11/2021
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
  
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND 2 SETS
 OF PHYSICAL PLANS, ALONG WITH ONE (1) REDUCED COPY (11
 IN X 17 IN).
 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. A RESUBMITTAL FEE OF 20% OF THE ORIGINAL APPLICATION
 FEE WILL BE ASSESSED AFTER THE FIRST
 RESUBMITTAL.
 _______________________________________________________
 __________________________
  
 SITE PLAN SUBMITTAL
  
 INCLUDE REQUIRED STANDARDS PER CODE IN INFORMATION
 TABLE.
  
 INCLUDE SQUARE FOOTAGES OF SITE IN DATA TABLE.
  
 PROVIDE LETTERS FROM ALL PUBLIC UTILITIES CONFIRMING
 THAT THE PROPOSED PROJECT DOES NOT ENCROACH INTO THEIR
 EASEMENTS OR OTHERWISE INTERFERE WITH THE PROVISIONS OF
 THEIR SERVICES FOR AT & T, FLORIDA PUBLIC UTILITIES, FP
 & L.
  
 NORTH ARROW IN ARCHITECTURAL SITE PLAN IS INCORRECT.
  
 CLARIFY SPECIFICS AS FAR AS USE WITH ALCOHOL LICENSE.
  
 WILL THIS RESTAURANT SERVE ALCOHOL? WHAT TYPE OF
 LICENSE WILL BE APPLIED FOR?
  
 NOTE: THERE IS A CHURCH CLOSELY LOCATED AT 2640 NORTH
 AUSTRALIAN AVENUE (SOUL HARVEST OUTREACH WORLD
 MINISTRY).
 NO ALCOHOLIC BEVERAGE ESTABLISHMENT OR PACKAGE STORE
 FOR THE SALE OF LIQUOR TO BE CONSUMED EITHER ON OR OFF
 THE PREMISES, OR FOR THE SALE OF BEER, ALE OR WINE TO
 BE CONSUMED ON THE PREMISES, SHALL BE ALLOWED WHERE THE
 LOCATION DESIGNATED THEREFOR IS WITHIN 500 FEET OF A
 CHURCH OR PUBLIC, PRIVATE OR PAROCHIAL SCHOOL. THE
 METHOD OF MEASUREMENT THAT SHALL APPLY TO DETERMINE
 WHETHER OR NOT SUCH PLACE OF BUSINESS IS WITHIN OR
 WITHOUT 500 FEET FROM A CHURCH OR PUBLIC, PRIVATE OR
 PAROCHIAL SCHOOL SHALL BE BY A STRAIGHT LINE FROM ANY
 ENTRANCE OF THE LICENSED PREMISES PROPOSED FOR THE
 ALCOHOLIC BEVERAGE ESTABLISHMENT OR PACKAGE STORE TO
 THE MAIN ENTRANCE OF THE CHURCH OR, WITH RESPECT TO
 SCHOOLS, TO THE NEAREST POINT OF THE SCHOOL GROUNDS. IN
 SITUATIONS WHERE THE PROPOSED ALCOHOLIC BEVERAGE
 ESTABLISHMENT IS A LEASEHOLD OF A LARGER
 GOVERNMENT-OWNED PARCEL, THE MEASUREMENT SHALL BE FROM
 THE LEASE LINE.
  
 ROLLING GATE WILL HAVE TO REMAIN OPEN DURING HOURS OF
 OPERATION.
  
 CONSIDER ADDING A SPACE IN PARKING AREA DEDICATED TO
 TURN AROUND.
  
 PROVIDE A 10 FOOT X 25 FOOT LOADING AND UNLOADING
 SPACE.
  
 CONSIDER MOVING THE BICYCLE PARKING TO THE WEST SIDE OF
 THE BUILDING, CLOSER TO THE FRONT ENTRANCE.
  
 WHAT ARE THE RECREATIONAL ACTIVITIES PLANNED FOR THE
 COVERED PATIO?
  
 CONSIDER INCORPORATING SOME ARCHITECTURAL FEATURES TO
 IMPROVE OVERALL DESIGN.
  
 FOR EXAMPLE, CONSIDER INCORPORATING LIGHTING, MORE
 LANDSCAPING, A MURAL, SOMETHING TO MAKE THE DESIGN MORE
 AESTHETICALLY PLEASING.
  
 REPAIR THE SIDEWALK INSIDE OF THE PROPERTY.
  
 TRAFFIC IMPACT ANALYSIS IS BASED ON AN ENTRANCE OF OFF
 27TH STREET AND NOT ELECTRONICS WAY. PROPOSED SITE PLAN
 HAS AN ENTRANCE ON ELECTRONICS WAY.
  
 PROVIDE A PHOTOMETRICS/LIGHTING PLAN.
  
 PROVIDE A UNITY OF TITLE THROUGH ENGINEERING.
  
 WHAT ARE THE PLANS FOR THE AREA LABELED "PHASE 2 FOR
 FUTURE DEVELOPMENT"? WHAT WILL IT BE? ARE THERE PLANS
 TO SELL? IF SO, DIVISION AND SELL OF PROPERTY MAY HAVE
 ISSUES WITH ACCESS TO THE NEWLY CREATED LOT.
  
 UNDEVELOPED AREA WILL HAVE TO BE LANDSCAPED BASED ON
 SENIOR LANDSCAPE PLANNER SUGGESTIONS.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
  
  
  
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