Plan Review Details - Project Z19040019
Plan Review Stops For Project Z19040019
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 05-06-2019 Cont ID  
Sent By rbrown Date 05-06-2019 Time 19:58 Rev Time 0.00
Received By rbrown Date 05-06-2019 Time 19:58 Sent To  
Notes
2019-05-06 20:32:18DEVELOPMENT 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. DEMOLITION OF THE EXISTING BUILDINGS. AN ASBESTOS
 SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT
 REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH
 COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963,
 OR BY EMAIL: [email protected]
  
 3. UNITY OF TITLE. FOR ANY BUILDING CROSSING A PROPERTY
 LINE, EITHER A RECORDED UNITY OF TITLE, OR SOME OTHER
 APPROVED LEGAL INSTRUMENT, SHALL BE INCLUDED WITH THE
 PERMIT APPLICATION, OR THE BUILDING MUST HAVE A FIRE
 WALL ALONG THE PROPERTY LINE, PER SECTION 202 OF
 FLORIDA BUILDING CODE, BUILDING, FIRE SEPARATION
 DISTANCE.
  
 4. EXIT STAIRS NOT DISCHARGING TO THE EXTERIOR OF THE
 BUILDING. GROUND FLOOR PLAN, SHEET A-1.1, SHOWS STAIR
 #1, #3 AND #4 ALL DISCHARGING INTERNAL TO THE BUILDING.
 SECTION 1028.1 OF FLORIDA BUILDING CODE, BUILDING,
 STATES THAT AT LEAST 50% OF THE REQUIRED EXITS SHALL
 DISCHARGE TO THE EXTERIOR OF THE BUILDING. THE ROUTE
 FROM STAIR #4 IS NOT CURRENTLY SHOWN AS A PROTECTED
 EXIT PASSAGEWAY.
  
 5. LOCATION OF ACCESSIBLE PARKING SPACES. PER FAIR
 HOUSING ACT AND SECTION 208.3 OF FLORIDA ACCESSIBILITY
 CODE, ACCESSIBLE PARKING SPACES ARE TO BE LOCATED ON
 THE SHORTEST POSSIBLE ROUTE OF TRAVEL FROM ADJACENT
 PARKING TO AN ACCESSIBLE ENTRANCE. THE DESIGN OF
 ACCESSIBLE PARKING SPACES SHALL COMPLY WITH SECTION 502
 OF FLORIDA ACCESSIBILITY CODE. THE FOLLOWING ACCESSIBLE
 PARKING SPACES ARE EITHER NOT USEABLE OR NOT LOCATED AS
 THE CLOSEST SPACE TO THE BUILDING ENTANCE:
 - SHEET A-1.2 ACCESSIBLE PARKING SPACE #61 IS NOT
 USABLE BECAUSE IT DOES NOT HAVE ACCESS TO ELEVATORS AS
 THE ELEVATORS ARE NO SHOW TO STOP ON THE 2ND LEVEL.
 - SHEET A-1.3 ACCESSIBLE PARKING SPACE #89 IS NOT
 USABLE BECAUSE THE ROUTE TO THE ELEVATOR GOES ACROSS
 THE STAIR LANDING AND THE LANDING DOORS DO NOT HAVE THE
 REQUIRED 48 INCH DOOR SWING SEPARATION REQUIRED BY
 SECTION 404.2.6 OF FLORIDA ACCESSIBILITY CODE.
 - SHEET A-1.4 ACCESSIBLE PARKING SPACE #171 IS NOT
 USABLE BECAUSE THE USER WOULD BE REQUIRED TO TRAVEL IN
 THE VEHICULAR DRIVE LANE TO GET TO THE ELEVATORS.
 - SHEET A-1.5 ACCESSIBLE PARKING SPACE #255 IS NOT
 USABLE BECAUSE THE ROUTE TO THE ELEVATOR GOES ACROSS
 THE STAIR LANDING AND THE LANDING DOORS DO NOT HAVE THE
 REQUIRED 48 INCH DOOR SWING SEPARATION REQUIRED BY
 SECTION 404.2.6 OF FLORIDA ACCESSIBILITY CODE.
 - SHEET A-1.4 ACCESSIBLE PARKING SPACE #320 IS NOT
 USABLE BECAUSE THE USER WOULD BE REQUIRED TO TRAVEL IN
 THE VEHICULAR DRIVE LANE TO GET TO THE ELEVATORS.
 - SHEET A-1.5 ACCESSIBLE PARKING SPACE #372 IS NOT
 USABLE BECAUSE THE ROUTE TO THE ELEVATOR GOES ACROSS
 THE STAIR LANDING AND THE LANDING DOORS DO NOT HAVE THE
 REQUIRED 48 INCH DOOR SWING SEPARATION REQUIRED BY
 SECTION 404.2.6 OF FLORIDA ACCESSIBILITY CODE.
  
 6. VAN ACCESSIBLE PARKING SPACES. THE BUILDING DATA
 TABLE ON SHEET A-1.0 STATES THAT TWO VAN ACCESSIBLE
 PARKING SPACES ARE BEING PROVIDED BUT THE LOCATION OF
 THE TWO SPACES IS NOT SHOWN ON THE PLANS. PER SECTION
 208.2.4 OF FLORIDA ACCESSIBILITY CODE, ONE IN EVERY SIX
 REQUIRED ACCESSIBLE SPACES (AT LEAST ONE) IN A PARKING
 STRUCTURE, SHALL BE ?VAN ACCESSIBLE? AND DESIGNED IN
 ACCORDANCE WITH SECTION OF 502 OF FLORIDA ACCESSIBILITY
 CODE (VERTICAL CLEARANCE NOT LESS THAN 98 INCHES AT
 SPACE AND VEHICULAR ACCESS ROUTE)
  
 7. 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.
  
 8. ENCLOSED PARKING GARAGES. IF THE PARKING GARAGE DOES
 NOT HAVE WALL OPENINGS, OR SUFFICIENT WALL OPENINGS TO
 MEET THE DEFINITION OF AN OPEN PARKING GARAGE, IT WILL
 BE CONSIDERED AN ENCLOSED PARKING GARAGE AND MUST HAVE
 EXHAUST SYSTEMS. THE EXHAUST SYSTEMS SHALL BE DESIGNED
 TO MINIMIZE NOISE LEVELS USING INLINE FAN SILENCERS OR
 OTHER APPROVED METHODS.
  
 9. GREASE INTERCEPTOR. A GREASE INTERCEPTOR WILL BE
 REQUIRED. PLEASE CONTACT JEFFREY ODOMS, UTILITIES O&M
 SUPERINTENDENT, PUBLIC UTILITIES DEPARTMENT, FATS OILS
 AND GREASE DIVISION, AT (561) 822-2172, OR BY EMAIL:
 [email protected]
  
 10. 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.
  
 11. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS. FOR STREET ADDRESSING, CONTACT
 MICHAEL ORIO, GIS SUPPORT SPECIALIST, AT (561) 494
 1080, OR BY EMAIL: [email protected]
  
 12. 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 4 Status P Date 09-09-2019 Cont ID  
Sent By rrossano Date 09-09-2019 Time   Rev Time 0.00
Received By rrossano Date 09-09-2019 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status F Date 08-16-2019 Cont ID  
Sent By rrossano Date 08-16-2019 Time   Rev Time 0.00
Received By rrossano Date 08-16-2019 Time   Sent To  
Notes
2019-08-16 07:13:161. PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
  
 2. 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 (NOTE: SURVEY SHOWS TWO AT&T VAULTS IN
 GARDENIA ST. RIGHT OF WAY NEAR PROPOSED WATER AND
 SANITARY SEWER WORK, THAT ARE NOT REFLECTED ON
 PRELIMINARY UTILITY PLANS). 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.
  
 3. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
  
 4. 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.
  
 5. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG
 ENTIRE PROJECT FRONTAGE.
  
 6. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
  
 ---THE FOLLOWING COMMENTS ARE FOR THE FORMAL
 ENGINEERING SUBMITTAL:---
  
 7. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
  
 8. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER
 METER AND BACKFLOW PREVENTION.
  
 9. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES
 OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
  
 10. 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.
  
 11. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
  
 12. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES
 ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL
 ADDRESSES.
  
 13. 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.
  
 14. FOR FORMAL ENGINEERING SUBMITTAL, SHOW DIMENSIONS
 OF PROPOSED DUMPSTER PER CURRENT CITY OF WPB STANDARD
 DETAIL GC-8.
  
 15. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
  
  
 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
 FAX: (561) 494-1116
 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 07-29-2019 Cont ID  
Sent By rrossano Date 07-29-2019 Time   Rev Time 0.00
Received By rrossano Date 07-29-2019 Time   Sent To  
Notes
2019-07-29 11:29:34PASSED WITH PROVISOS:
  
 FOR THE FORMAL ENGINEERING SUBMITTAL, ON SHEET C1.2:
  
 PLEASE PROVIDE LOCATION AND MATERIALS OF ALL CITY OWNED
 UTILITIES.
 PLEASE PROVIDE SANITARY LATERAL LOCATIONS AND SHOW
 ADDRESSES OF ADJACENT PARCELS.
 PLEASE PROVIDE LOCATION OF ALL DRY UTILITIES IN RIGHT
 OF WAY (CABLE, FPL, FIBER, GAS) AND LABEL ACCORDINGLY.
 PLEASE PROVIDE EASEMENT FOR PLACEMENT OF PROPOSED WATER
 METERS.
 PLEASE PROVIDE MANHOLE INVERTS AND ELEVATIONS.
 PLEASE PROVIDE MATERIAL/CUT SHEETS FOR ALL PROPOSED
 BACKFLOW DEVICES SHOWING SPECIFIC MODEL NUMBER AND
 SPECIFYING LEAD-FREE DESIGN.
 PLEASE PROVIDE DETAILED BLOW-UP ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION.
 PLEASE PROVIDE EASEMENT FOR PLACEMENT OF PROPOSED WATER
 METERS.
  
 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)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1098
 FAX: (561) 494-1116
 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 05-02-2019 Cont ID  
Sent By rrossano Date 05-02-2019 Time   Rev Time  
Received By rrossano Date 05-02-2019 Time   Sent To  
Notes
2019-05-02 12:53:55PLEASE 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.
  
 PLANS SHALL SHOW EXISTING AND 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.
 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.
  
 SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29).
  
 CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 RIGHT OF WAY.
  
 PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
  
 PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG
 ENTIRE PROJECT FRONTAGE.
  
 PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
  
 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)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1098
 FAX: (561) 494-1116
 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 04-30-2019 Cont ID  
Sent By pleduc Date 04-30-2019 Time 15:36 Rev Time 0.00
Received By pleduc Date 04-30-2019 Time 14:33 Sent To  
Notes
2019-04-30 14:49:14THE 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 MAY PERTAIN MORE TOWARDS
 BUILDING CONSTRUCTION PLAN REVIEW:
  
 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 5TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
 6. ALL PARKING STRUCTURES SHALL COMPLY WITH NFPA 88A,
 PARKING STRUCTURES AND NFPA 101, THE LIFE SAFETY CODE,
 INCLUDING MORE SPECIFICALLY, CHAPTER 42 STORAGE
 OCCUPANCIES (PARKING STRUCTURES)
  
 7. A NFPA 13 COMPLAINT FIRE SPRINKLER SYSTEM AND NFPA
 14 COMPLIANT WET STANDPIPE SYSTEM ARE REQUIRED FOR THIS
 STRUCTURE. TEMPORARY STANDPIPES ARE REQUIRED WHEN THE
 BUILDING REACHES THREE LEVELS OR THIRTY FEET WHILE
 BEING CONSTRUCTED. SEPARATE SHOP DRAWINGS, ARE REQUIRED
 TO BE SUBMITTED, REVIEWED AND APPROVED BY THE FIRE
 PREVENTION BUREAU PRIOR TO ANY INSTALLATION.
  
 IT IS REQUESTED THAT HIGH RISES HAVE TWO SEPARATE FDC
 LOCATIONS FOR FIREGROUND FIREFIGHTER OPERATIONS. THERE
 APPEARS TO BE AN EXISTING FIRE HYDRANT ON THE SOUTHEAST
 CORNER OF GARDENIA AND DIXIE. A FDC LOCATED ON THE
 DIXIE SIDE WOULD BE ACCEPTABLE.
  
 6.4.5.4* FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED
 NOT MORE THAN 100 FT (30.5 M) FROM THE NEAREST FIRE
 HYDRANT CONNECTED TO AN APPROVED WATER SUPPLY.
  
 18.3 WATER SUPPLIES.
  
 18.3.1* AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING
 THE REQUIRED FIRE FLOW FOR FIRE PROTECTION SHALL BE
 PROVIDED TO ALL PREMISES UPON WHICH FACILITIES,
 BUILDINGS, OR PORTIONS OF BUILDINGS ARE HEREAFTER
 CONSTRUCTED OR MOVED INTO THE JURISDICTION. THE
 APPROVED WATER SUPPLY SHALL BE IN ACCORDANCE WITH
 SECTION 18.4.
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
  
 7A) FOR THE PROPOSED FIRE PUMP(S) , WHAT IS(ARE) THE
 PRIMARY AND SECONDARY POWER SOURCES?
  
 7B) THE LOCATION OF THE FIRE LINE DDCV SHALL BE CLOSELY
 COORDINATED THROUGH AND WITH THE OFFICES OF THE CITY
 URBAN DESIGNER, THE LANDSCAPE PLANNER AND FIRE MARSHAL.
  
 8. A CLASS ?A? NFPA 72 COMPLIANT MONITORED FIRE ALARM
 SYSTEM IS REQUIRED FOR THIS STRUCTURE. SEPARATE SHOP
 DRAWINGS, ARE REQUIRED TO BE SUBMITTED, REVIEWED AND
 APPROVED BY THE FIRE PREVENTION BUREAU PRIOR TO ANY
 INSTALLATION.
  
 9. ALL ELEVATORS SHALL BE EQUIPPED WITH A REGION 7
 KEYWAY SYSTEM.
  
 ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE FIGHTER?S
 EMERGENCY OPERATIONS REQUIREMENTS OF ASME A17.1/CSA
 B44, SAFETY CODE FOR ELEVATORS.
  
 ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
 LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
 MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE PASSENGER
 ELEVATOR THAT IS OPERATIONAL AND WILL ACCOMMODATE AN
 AMBULANCE STRETCHER 76 INCHES LONG AND 24 INCHES WIDE
 IN THE HORIZONTAL POSITION.
  
 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. 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.
  
 ALL NEW FIRE HYDRANTS AND FDC?S PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLOSELY COORDINATED WITH THE
 BUREAU OF FIRE PREVENTION. PROPOSED FIRE HYDRANTS AND
 FDC?S SHOULD BE LOCATED ON THE SAME SIDE OF THE STREET
 OR ACCESS ROADWAY TO ALLOW FREE ACCESS FOR OTHER
 ARRIVING EMERGENCY VEHICLES.
  
 12. COMMAND ROOM
  
 THE LOCATION OF THE COMMAND ROOM IS STRONLY ENCOURAGED
 TO HAVE ACCESS FROM THE EXTERIOR OF THE BUILDING. A
 DOOR PLACED TO ENTER THE INTERIOR WOULD BE ACCPETABLE;
 HOWEVER, ACCESS FROM THE OUTSIDE IS OPTIMUM FOR
 FIREGROUND OPERATIONAL EFFICIENCY, AS WELL AS, FOR
 EVACUATION PURPOSES.
  
 WOULD IT BE POSSIBLE TO MOVE THE LOCATION OF THE
 COMMAND ROOM OR SWAPPING POSTIONS WITH THE TRASH ROOM,
 OR IT AND ENGINEERING ROOMS..? PLEASE COORDINATE WITH
 THE OFFICE OF THE FIRE MARSHAL.
  
 THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 1,
 CHAPTER 11, BUILDING SERVICES; 11.9 AND SHALL CONTAIN
 THE FOLLOWING FEATURES:
  
 A. SHALL BE A MINIMUM OF 200 FT SQUARED WITH A MINIMUM
 DIMENSION OF 10 FT.
 B. THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.
 C. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
 ACCESS TO THE PUBLIC TELEPHONE SYSTEM
 D. SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL
 FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF
 EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING
 EQUIPMENT AND FIRE DEPARTMENT ACCESS AND THE LOCATION
 OF FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE
 BARRIERS AND SMOKE PARTITIONS
 E. A WORK TABLE.
 F. IF APPLICABLE, A HAZARDOUS MATERIAL MANAGEMENT PLAN
 FOR THE BUILDING.
 G. THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM
 CONTROL UNIT.
 H. ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF
 THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL
 I. STATUS INDICATORS AND CONTROLS FOR AIR DISTRIBUTION
 SYSTEMS.
 J. CONTROLS FOR UNLOCKING STAIRWAY DOORS SIMULTANEOUSLY
 K. SPRINKLER VALVE AND WATER FLOW DETECTOR DISPLAY
 PANELS
 L. EMERGENCY AND STANDBY POWER STATUS INDICATORS
 M. FIRE PUMP STATUS INDICATORS
 N. GENERATOR SUPERVISION DEVICES AND MANUAL START AND
 TRANSFER FEATURES.
 O. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED
 BY OTHER SECTIONS OF THIS CODE
 P. CONTROLS REQUIRED FOR SMOKE CONTROL
 Q. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME
 A17.1.
 R. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR
 SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS
 PROVIDED
  
 NFPA 101, CHAPTER 11
  
 11.8.6* EMERGENCY COMMAND CENTER.
 11.8.6.1 AN EMERGENCY COMMAND CENTER SHALL BE PROVIDED
 IN A
 LOCATION APPROVED BY THE FIRE DEPARTMENT.
 11.8.6.2 THE EMERGENCY COMMAND CENTER SHALL CONTAIN THE
 FOLLOWING:
 (1) VOICE FIRE ALARM SYSTEM PANELS AND CONTROLS
 (2) FIRE DEPARTMENT TWO-WAY TELEPHONE COMMUNICATION
 SERVICE
 PANELS AND CONTROLS WHERE REQUIRED BY ANOTHER SECTION
 OF THIS
 CODE
 (3) FIRE DETECTION AND FIRE ALARM SYSTEM ANNUNCIATION
 PANELS
 (4) ELEVATOR FLOOR LOCATION AND OPERATION ANNUNCIATORS
 (5) ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME
 A17.1/CSA B44, SAFETY CODE FOR ELEVATORS AND ESCALATORS
 (6) ELEVATOR EMERGENCY POWER SELECTOR SWITCH(ES) WHERE
 PROVIDED
 IN ACCORDANCE WITH ASME A17.1/CSA B44
 (7) SPRINKLER VALVE AND WATERFLOW ANNUNCIATORS
 (8) EMERGENCY GENERATOR STATUS INDICATORS
 (9) CONTROLS FOR ANY AUTOMATIC STAIRWAY DOOR UNLOCKING
 SYSTEM
 (10) FIRE PUMP STATUS INDICATORS
 (11) TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
 ACCESS TO THE
 PUBLIC TELEPHONE SYSTEM
 (12) STAIRWAY VIDEO MONITORING EQUIPMENT AS REQUIRED BY
 11.8.8
  
 13. RADIO
  
 NFPA 1, CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY
 RADIO ENHANCEMENT SERVICES.
  
 11.10.1 IN ALL NEW AND EXISTING BUILDINGS, MINIMUM
 RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT
 COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL
 DETERMINED BY THE AHJ.
 NFPA 72, 24.5.2* TWO-WAY RADIO COMMUNICATIONS
 ENHANCEMENT SYSTEMS.
 24.5.2.2 RADIO COVERAGE. RADIO COVERAGE SHALL BE
 PROVIDED THROUGHOUT THE BUILDING AS A PERCENTAGE OF
 FLOOR AREA AS SPECIFIED IN 24.5.2.2.1 THROUGH
 24.5.2.2.3.
 24.5.2.2.1 CRITICAL AREAS. CRITICAL AREAS, SUCH AS THE
 EMERGENCY COMMAND CENTER(S), THE FIRE PUMP ROOM(S),
 EXIT STAIRS, EXIT PASSAGEWAYS, ELEVATOR LOBBIES,
 STANDPIPE CABINETS, SPRINKLER SECTIONAL VALVE
 LOCATIONS, AND OTHER AREAS DEEMED CRITICAL BY THE
 AUTHORITY HAVING JURISDICTION, SHALL BE PROVIDED WITH
 99 PERCENT FLOOR AREA RADIO COVERAGE.
 24.5.2.2.2 GENERAL BUILDING AREAS. GENERAL BUILDING
 AREAS SHALL BE PROVIDED WITH 90 PERCENT FLOOR AREA
 RADIO COVERAGE.
 24.5.2.3 SIGNAL STRENGTH.
 24.5.2.3.1 INBOUND. A MINIMUM INBOUND SIGNAL STRENGTH
 OF -95 DBM, OR OTHER SIGNAL STRENGTH AS REQUIRED BY THE
 AUTHORITY HAVING JURISDICTION, SHALL BE PROVIDED
 THROUGHOUT THE COVERAGE AREA.
 24.5.2.3.2 OUTBOUND. A MINIMUM OUTBOUND SIGNAL STRENGTH
 OF -95 DBM AT THE DONOR SITE, OR OTHER SIGNAL STRENGTH
 AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, SHALL
 BE PROVIDED FROM THE COVERAGE AREA.
  
 THE SYSTEM SHALL MAINTAIN A MINIMUM RADIO SIGNAL
 STRENGTH OF -95 DBM FOR THE RADIO SYSTEM USED BY WEST
 PALM BEACH FIRE RESCUE. TESTING SHALL BE BY AN
 ACCEPTABLE NATIONAL STANDARD DOCUMENTING PERCENTAGES
 NOTED ABOVE AND BY ACTUAL RADIO TESTING BY FIRE
 PERSONNEL. IF THE MINIMUM CANNOT BE MAINTAINED, A
 BI-DIRECTIONAL AMPLIFIED SYSTEM SHALL BE INSTALLED WITH
 A MINIMUM 2-HOUR RUN TIME BATTERY BACK-UP.
  
 14. KNOX-BOX KEY SYSTEM SHALL BE REQUIRED FOR THIS
 BUILDING.
  
 ANY GATES SHALL BE PROVIDED WITH KNOX KEY ACCESS LOCKS,
 PADLOCKS AND/OR SWITCHES FOR 24 HOUR EMERGENCY ACCESS.
  
 15. THE SMOKE CONTROL SYSTEM SHALL COMPLY WITH NFPA
 101, CHAPTER 9, BUILDING SERVICE AND FIRE PROTECTION
 EQUIPMENT, INCLUDING:
  
 THE SMOKE CONTROL SYSTEMS SHALL BE INSTALLED,
 INSPECTED, TESTED, AND MAINTAINED IN ACCORDANCE WITH
 NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS; NFPA 204,
 STANDARD FOR SMOKE AND HEAT VENTING; OR NATIONALLY
 RECOGNIZED STANDARDS, ENGINEERING GUIDES, OR
 RECOMMENDED PRACTICES, AS APPROVED BY THE AUTHORITY
 HAVING JURISDICTION.
  
 THE ENGINEER OF RECORD SHALL CLEARLY IDENTIFY THE
 INTENT OF THE SYSTEM, THE DESIGN METHOD USED, THE
 APPROPRIATENESS OF THE METHOD USED, AND THE REQUIRED
 MEANS OF INSPECTING, TESTING, AND MAINTAINING THE
 SYSTEM.
 ACCEPTANCE TESTING SHALL BE PERFORMED BY A SPECIAL
 INSPECTOR IN ACCORDANCE WITH SECTION 9.9.
  
 16. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 17. 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 07-02-2020 Cont ID  
Sent By rcaranci Date 07-02-2020 Time 16:40 Rev Time 0.00
Received By rcaranci Date 07-02-2020 Time 16:40 Sent To  
Notes
2020-07-02 16:41:14FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 PROJECT: COSMOPOLITAN Z19040019
 JULY 2, 2020
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. SATISFIED. INDICATE WHETHER THE TREE DISPOSITION
 PLAN IS BASED ON THE TREE SURVEY FOR THE ORIGINAL
 APPROVED PLAN, AS SOME PALMS AND TREES DO NOT EXIST AT
 THIS TIME.
  
 2. SATISFIED. CORRECT THE TREE SUMMARY CHART NOTE TO
 WEST PALM BEACH INSTEAD OF PBC, SHEET TD-1.
  
 3. CORRECT THE FOLLOWING ON THE MITIGATION PROVIDED
 CHART, SHEET TD-1:
 ? SATISFIED. JAPANESE FERN TREE IS CATEGORY 2, WITH 150
 SQ FT CANOPY CREDIT
 ? SATISFIED. LIGUSTRUM IS CATEGORY 3, WITH 100 SQ FT
 CANOPY CREDIT.
 ? SATISFIED. CATHEDRAL OAK IS CATEGORY 1, WITH 300 SQ
 FT CANOPY CREDIT.
  
 4. SATISFIED. PROVIDE A DIAGRAM TO ILLUSTRATE THE
 CALCULATIONS FOR EACH OF THE OPEN SPACE AREAS, AND
 SHADE VEGETATED AREA. EACH OPEN SPACE AREA NEEDS TO BE
 DEFINED. LIST THE TREES PROVIDED AND PROVIDE TREE
 CANOPY CREDIT PER TABLE IV-8 FOR EACH SPACE.
 PUBLIC OPEN SPACE: CHANGE TREE SPECIES TO CATEGORY 1
 GREEN BUTTONWOOD AND ADD TWO MORE TREES AT THE EAST END
 OF THE PLAZA.
  
 5. SATISFIED. PROVIDE THE FLORIDA FRIENDLY CHART TO
 SHOW COMPLIANCE WITH SECTION 94-442(G) AND PROVIDE THE
 REQUIRED 50 POINTS.
  
 6. 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.
 ADDITIONAL COMMENTS 8/9/19:
 7. SATISFIED. TREE #1 THE LIVE OAK SHOULD BE PRESERVED,
 AS IT IS AN EXISTING STREET TREE IN GOOD CONDITION.
 FDOT STANDARDS FOR SIGHT LINES MAY NOT ALLOW OAKS ALONG
 QUADRILLE TO BE PERMITTED.
 8. SATISFIED. THERE ARE NUMEROUS NATIVE TREES AND PALMS
 THAT MAY BE RELOCATED TO PUBLIC PROPERTY IN THE CITY.
 ROYAL PALMS AND THATCH PALMS ARE EASILY RELOCATED.
 FURTHER DISCUSSION IS WARRANTED.
  
 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. THE TREES AND
 PALMS ON SITE WILL BE REEVALUATED AT THE TIME OF
 PERMITTING TO DETERMINE THEIR CONDITION AND ANY
 MITIGATION DUE WILL BE CALCULATED.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 08-09-2019 Cont ID  
Sent By rcaranci Date 08-09-2019 Time 17:02 Rev Time 0.00
Received By rcaranci Date 08-09-2019 Time 17:02 Sent To  
Notes
2019-08-09 17:02:49FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: COSMOPOLITAN Z19040019
 AUGUST 9, 2019
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. SATISFIED. INDICATE WHETHER THE TREE DISPOSITION
 PLAN IS BASED ON THE TREE SURVEY FOR THE ORIGINAL
 APPROVED PLAN, AS SOME PALMS AND TREES DO NOT EXIST AT
 THIS TIME.
  
 2. SATISFIED. CORRECT THE TREE SUMMARY CHART NOTE TO
 WEST PALM BEACH INSTEAD OF PBC, SHEET TD-1.
  
 3. CORRECT THE FOLLOWING ON THE MITIGATION PROVIDED
 CHART, SHEET TD-1:
 ? SATISFIED. JAPANESE FERN TREE IS CATEGORY 2, WITH 150
 SQ FT CANOPY CREDIT
 ? SATISFIED. LIGUSTRUM IS CATEGORY 3, WITH 100 SQ FT
 CANOPY CREDIT.
 ? NOT SATISFIED. CATHEDRAL OAK IS CATEGORY 1, WITH 300
 SQ FT CANOPY CREDIT.
  
 4. PARTIALLY SATISFIED. PROVIDE A DIAGRAM TO ILLUSTRATE
 THE CALCULATIONS FOR EACH OF THE OPEN SPACE AREAS, AND
 SHADE VEGETATED AREA. EACH OPEN SPACE AREA NEEDS TO BE
 DEFINED. LIST THE TREES PROVIDED AND PROVIDE TREE
 CANOPY CREDIT PER TABLE IV-8 FOR EACH SPACE.
 PUBLIC OPEN SPACE: CHANGE TREE SPECIES TO CATEGORY 1
 GREEN BUTTONWOOD AND ADD TWO MORE TREES AT THE EAST END
 OF THE PLAZA.
  
 5. SATISFIED. PROVIDE THE FLORIDA FRIENDLY CHART TO
 SHOW COMPLIANCE WITH SECTION 94-442(G) AND PROVIDE THE
 REQUIRED 50 POINTS.
  
 6. 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.
 ADDITIONAL COMMENTS 8/9/19:
 7. TREE #1 THE LIVE OAK SHOULD BE PRESERVED, AS IT IS
 AN EXISTING STREET TREE IN GOOD CONDITION. FDOT
 STANDARDS FOR SIGHT LINES MAY NOT ALLOW OAKS ALONG
 QUADRILLE TO BE PERMITTED.
 8. THERE ARE NUMEROUS NATIVE TREES AND PALMS THAT MAY
 BE RELOCATED TO PUBLIC PROPERTY IN THE CITY. ROYAL
 PALMS AND THATCH PALMS ARE EASILY RELOCATED. FURTHER
 DISCUSSION IS WARRANTED.
  
 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.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 05-03-2019 Cont ID  
Sent By rcaranci Date 05-03-2019 Time 17:32 Rev Time 0.00
Received By rcaranci Date 05-03-2019 Time 17:32 Sent To  
Notes
2019-05-03 17:32:20TO: ANA MARIA APONTE, URBAN DESIGN PLANNER
 FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: COSMOPOLITAN Z19040019
 MAY 3, 2019
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. INDICATE WHETHER THE TREE DISPOSITION PLAN IS BASED
 ON THE TREE SURVEY FOR THE ORIGINAL APPROVED PLAN, AS
 SOME PALMS AND TREES DO NOT EXIST AT THIS TIME.
  
 2. CORRECT THE TREE SUMMARY CHART NOTE TO WEST PALM
 BEACH INSTEAD OF PBC, SHEET TD-1.
  
 3. CORRECT THE FOLLOWING ON THE MITIGATION PROVIDED
 CHART, SHEET TD-1:
 ? JAPANESE FERN TREE IS CATEGORY 2, WITH 150 SQ FT
 CANOPY CREDIT
 ? LIGUSTRUM IS CATEGORY 3, WITH 100 SQ FT CANOPY
 CREDIT.
 ? CATHEDRAL OAK IS CATEGORY 1, WITH 300 SQ FT CANOPY
 CREDIT.
  
 4. PROVIDE A DIAGRAM TO ILLUSTRATE THE CALCULATIONS FOR
 EACH OF THE OPEN SPACE AREAS, AND SHADE VEGETATED AREA.
 EACH OPEN SPACE AREA NEEDS TO BE DEFINED. LIST THE
 TREES PROVIDED AND PROVIDE TREE CANOPY CREDIT PER TABLE
 IV-8 FOR EACH SPACE.
  
 5. PROVIDE THE FLORIDA FRIENDLY CHART TO SHOW
 COMPLIANCE WITH SECTION 94-442(G) AND PROVIDE THE
 REQUIRED 50 POINTS.
  
 6. 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.
  
 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.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
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 3 Status P Date 01-07-2020 Cont ID  
Sent By   Date 01-07-2020 Time   Rev Time 0.00
Received By   Date 01-07-2020 Time   Sent To  
Notes
2020-01-07 11:37:29THE RESUBMITTED SHEET A-4.4 ON 1-7-20 MEETS OUR
 ENCLOSURE SPEC. THERE IS NO FURTHER COMMENTS FROM
 DEPARTMENT OF PUBLIC WORSK.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
Review Stop PW PUBLIC WORKS
Rev No 2 Status F Date   Cont ID  
Sent By   Date 08-14-2019 Time   Rev Time 0.00
Received By   Date 08-14-2019 Time   Sent To  
Notes
2019-08-14 08:23:26PLEASE UPDATE SHEET A-4.4 TO REFLECT THE ENCLOSURE SPEC
 PER LATEST REVISION OF CITY OF WEST PALM BEACH GENERAL
 CONSTRUCTION-GARBAGE ENCLOSURE STANDARD, CG-8,
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date   Cont ID  
Sent By   Date 05-07-2019 Time   Rev Time  
Received By   Date 05-03-2019 Time   Sent To  
Notes
2019-05-07 17:05:04PLEASE PROVIDE A PLAN SHOWING AUTO TURN FROM THE
 INBOUND DIRECTIONS AND THROUGH THE OUTBOUNDS FOR THE
 SANITATION TRUCK.
  
 MATT HEJAZI
 [email protected]
 561-822-2045
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 3 Status F Date 08-02-2020 Cont ID  
Sent By tward Date 08-02-2020 Time 21:10 Rev Time 0.00
Received By tward Date 08-02-2020 Time 21:52 Sent To  
Notes
2020-08-02 21:52:06THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 4/21/2020 SUBMITTAL PACKAGE:
  
  
  
 1. THE TWO CATCH BASINS AT THE WEST END OF THE SIDE BY
 SIDE EXFILTRATION TRENCH APPEAR TO FALL WITHIN THE AREA
 LABELED "LUGGAGE 100 SF" ON THE CONTEXT SITE PLAN
 SHEET.
  
 2. PROVIDE CROSS SECTIONS FROM EXISTING BACK OF CURB TO
 BUILDING FACE FOR WEST, SOUTH AND EAST SIDES OF
 BUILDING AND FROM NORTH R/W OF ALLEY TO BUILDING FACE
 FOR THE NORTH SIDE OF THE BUILDING. DIMENSION LANDSCAPE
 AREAS, SIDEWALK WIDTHS, PAVEMENT WIDTHS, PROPERTY
 LINES, CURBS, ETC. AND SHOW HOW EACH SLOPES.
  
 3. WHEN ESTIMATING THE CAPACITY OF THE SIDE BY SIDE
 EXFILTRATION TRENCHES, FLOW OUT OF THE COMMON SIDE
 SHOULD NOT BE BE INCLUDED.
  
 4. INSUFFICIENT FLOW ARROWS PROVIDED TO SHOW HOW THE
 ALLEY IS TO DRAIN. IT APPEARS THE STORMWATER RUNOFF
 FROM THE ALLEY IS BEING ROUTED THROUGH THE ONSITE
 DRAINAGE SYSTEM. THIS MAY NEED TO BE MEMORALIZED WITH A
 DRAINAGE EASEMENT OR OTHER ACKNOWLEDGEMENT.
  
 5. NO PIPE INVERTS WERE PROVIDED TO CHECK FOR CONFLICTS
 BETWEEN UTILITIES.
  
 6. LIST THE TOP AND BOTTOM ELEVATIONS FOR THE
 EXFILTRATION TRENCH ON THE EXFILTRATION DETAIL. THIS
 CAN BE PROVIDED WITH THE ENGINEERING PERMIT SUBMITTAL.
  
 7. SHOW AND LABEL MILL AND RESURFACE LIMITS ON THE
 CONCEPTUAL ENGINEERING PLAN. CURB RAMPS NEXT TO AREAS
 THAT ARE RESURFACED ARE TO BE RECONSTRUCTED TO CURRENT
 ADA STANDARDS.
  
 8. THERE APPEARS TO BE A TRENCH DRAIN ACROSS THE
 DRIVEWAY TO GARDENIA ST. AND THE DRIVEWAY IS SHOWN
 SLOPED TO DRAIN TOWARD THE INTERIOR CATCH BASIN.
  
 9. THE DRAINAGE SYSTEM ON THE LANDSCAPE PLAN DOES NOT
 APPEAR TO MATCH WHAT IS SHOWN ON THE CONCEPTUAL
 ENGINEERING PLAN.
Review Stop STORM STORMWATER
Rev No 2 Status F Date 07-29-2019 Cont ID  
Sent By tward Date 07-29-2019 Time 10:18 Rev Time 0.00
Received By tward Date 07-29-2019 Time 10:46 Sent To  
Notes
2019-07-29 10:46:37THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE JULY
 23, 2019 SUBMITTAL PACKAGE:
  
 1. DIFFERENT VALUES PROVIDED ON THE ENGINEERING PLANS
 (1.49 FEET) AND SURVEY (1.52 FEET) FOR CONVERTING
 VERTICAL DATUMS NGVD1929 TO NAVD1988.
  
 2. IT APPEARS NEARLY ALL OF THE EXFILTRATION TRENCHES
 AND DRAINAGE STRUCTURES WILL BE BELOW THE SECOND FLOOR.
 INDICATE IF THERE IS SUFFIECENT VERTICAL CLEARANCE TO
 BE ABLE TO MAINTAIN THE DRAINAGE SYSTEM (CLEAN THE
 DRAINAGE STRUCTURES) AND TO DIG UP AND REPLACE THE
 EXFILTRATION TRENCHES WHEN THEY NO LONGER FUNCTION.
  
 3. THE ROOF DRAINAGE SYSTEM FOR THE MULTI-STORY
 BUILDING SHOULD BE DESIGNED TO AVOID CREATING
 "FOUNTAINS" ON THE GROUND LEVEL. THERE HAVE BEEN
 INSTANCES AT OTHER BUILDINGS OF MANHOLE COVERS BECOMING
 DISLODGED DURING A STORM EVENT FROM THE PRESSURE (HEAD)
 OF THE WATER IN THE ROOF DOWNSPOUTS.
  
 4. INDICATE WHERE THE OUTFALL STRUCTURE IS LOCATED.
 CCTV OF THE EXISTING DRAINAGE SYSTEM IN THE PUBLIC
 RIGHT OF WAY MAY BE REQUIRED.
  
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 05-07-2019 Cont ID  
Sent By tward Date 05-07-2019 Time 18:29 Rev Time 0.00
Received By tward Date 05-07-2019 Time 18:31 Sent To  
Notes
2019-05-07 18:31:22THIS 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 DOWNLOADED AT
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. UPDATE THE FEMA FLOODZONE INFORMATION ON THE
 AMERICAN BOUNDARY SURVEY. FIRMS WERE REVISED IN 2017.
  
 2. THE CITY?S VERTICAL DATUM IS NGVD 1929. THE CITY HAS
 ALLOWED THE USE OF NAVD 1988 PROVIDED THE CONVERSION
 EQUATION TO NGVD 1929 IS PROVIDED ON THE SHEET(S). LIST
 THE CONVERSION EQUATION ON THE ENGINEERING PLANS AND ON
 THE WALLACE SURVEY.
  
 3. LABEL S. DIXIE HWY AND S. QUADRILLE BLVD. ON THE
 ENGINEERING PLANS.
  
 4. UPDATE PROJECT DESIGN TEAM ON THE ARCHITECTURAL
 COVER SHEET. CIVIL ENGINEER IS LISTED AS KEITH AND
 ASSOCIATES BUT PRELIMINARY ENGINEERING PLAN PREPARED BY
 REIKENIS & ASSOCIATES, LLC IN ASSOCIATION WITH MCLEOD
 MCCARTHY & ASSOCIATES. LANDSCAPE ARCHITECT IS LISTED AS
 TBG BUT LANDSCAPE PLANS PREPARED BY SCHMIDT-NICHOLS.
  
 5. THE PRELIMINARY ENGINEERING PLAN REFERENCES A SITE
 PLAN PREPARED BY SCHMIDT-NICHOLS . THIS PLAN WAS NOT
 PROVIDED.
  
 6. PRELIMINARY ENGINEERING PLAN (CONCEPTUAL PAVING,
 GRADING & DRAINAGE PLAN) APPEARS TO SHOW EXISTING AND
 PROPOSED IMPROVEMENTS WITH NO DIFFERENTIATION BETWEEN
 THE TWO.
  
 7. SHOW FLOW ARROWS ON THE CONCEPTUAL PG&D PLAN,
 PARTICULARLY AT THE DRIVEWAYS.
  
 8. ALLEY WILL NEED TO BE REGRADED TO ELIMINATE LOW
 SPOTS WHERE WATER PONDS.
  
 9. S. QUADRILLE BLVD IS MAINTAINED BY FDOT. AN FDOT
 PERMIT WILL BE REQUIRED FOR ANY IMPROVEMENTS PROPOSED
 IN THE RIGHT-OF-WAY.
  
 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 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 F Date 09-11-2019 Cont ID  
Sent By vnoel Date 09-11-2019 Time 07:59 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2019-09-11 08:02:261. "OLD COMMENT" IS NOT AN APPROPRIATE RESPONSE TO
 PREVIOUS COMMENTS.
  
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 05-07-2019 Cont ID  
Sent By vnoel Date 05-07-2019 Time 13:33 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2019-05-07 13:52:131. PROPERTY WILL BE REQUIRED TO BE REPLATTED.
 2. DRAINAGE IN ALLEY NEEDS TO BE ADDRESSED.
 3. DCDA IN VAULT WILL NEED TO BE APPROVED BY UTILITIES.
 4. 2 SURVEYS WERE PROVIDED WITH SLIGHTLY DIFFERENT
 DIMENSIONS.
 5. DOORS CANNOT OPEN INTO RIGHT-OF-WAY ON DIXIE.
 6. SHOW AUTO-TURN FOR GARBAGE COLLECTION OFF OF ALLEY.
 SANITATION WILL NEED TO APPROVE.
 7. MAINTENANCE AGREEMENT WILL BE REQUIRED FOR
 IMPROVEMENTS WITHIN RIGHT-OF-WAYS. OWNER WILL NEED TO
 CONTACT FDOT FOR MMOA WITH CITY FOR THE QUADRILLE BLVD.
 IMPROVEMENTS.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 4 Status P Date 07-02-2020 Cont ID  
Sent By   Date 07-06-2020 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2020-07-02 16:24:37CONDITIONS:
 1. REPLACE OR RESET THE EXISTING PAVERS AT THE
 INTERSECTION OF GARDENIA STREET AND DIXIE HIGHWAY
 2. ALL PEDESTRIAN CURB RAMPS AROUND DEVELOPMENT
 FRONTAGE SHOULD BE IMPLEMENTED OR IMPROVED TO MEET ADA
 REQUIREMENTS
 3.PROVIDE MARKED CROSSWALKS ACROSS THE ALLEY ON
 QUADRILLE BOULEVARD AND DIXIE HIGHWAY, AND ACROSS
 GARDENIA STREET ON QUADRILLE BOULEVARD
 4. PROVIDE ONE-WAY SIGN ON THE EAST SIDE OF DIXIE
 HIGHWAY FACING EASTBOUND TRAFFIC FROM THE ALLEY AT THE
 INTERSECTION OF DIXIE HIGHWAY AND THE ALLEY
 5. RE-STRIPE GARDENIA STREET AND THE RAILROAD CROSSING
 MARKING ALONG THE WESTBOUND DIRECTION
 6. PROVIDE ONE EMERGENCY/COMMERCIAL/TIME-LIMITED
 PARKING SPACE ON THE NORTH SIDE OF GARDENIA STREET,
 WEST OF THE HOTEL SOUTH DRIVEWAY
  
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status F Date   Cont ID  
Sent By   Date 09-18-2019 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2019-09-18 09:26:23SITE PLAN COMMENTS:
 1. VERIFY SITE DISTANCE FOR VEHICLES COMING DOWN FROM
 THE GARAGE RAMP LOOKING SOUTH TOWARDS THE DRIVEWAY ON
 GARDENIA STREET. CONSIDER REDUCING THE AISLE WIDTH
 BETWEEN THE VALET AREA AND THE ELECTRIC ROOM 2 TO 20
 FEET AND MOVE THE STOP BAR TO THE WEST TO IMPROVE SITE
 DISTANCE.
 2. DRIVEWAYS SHOULD MAINTAIN THE SIDEWALK ELEVATION.
 THE SIDEWALK CROSSINGS ACROSS DRIVEWAYS SHOULD MAINTAIN
 THE SAME WIDTH AS THE SIDEWALK, BUT SHOULD BE NO LESS
 THAN 5 FEET IF CONSTRAINED AT THE CROSSINGS.
 3. PLEASE CLARIFY HOW THE UNGATED PORTION OF THE
 PARKING GARAGE BE ENFORCED TO ALLOW ONLY VISITOR AND
 EMPLOYEE PARKING. PARKING ON FLOORS 1 THROUGH 4 ARE
 UNRESTRICTED AS SHOWN IN THE ARCHITECTURE PLAN.
 4. PROVIDE ON-STREET PARKING SPACES ON THE NORTH SIDE
 OF GARDENIA STREET. THESE SPACES WOULD BE METERED BY
 THE CITY. THE PARKING SPACES COULD BE PLACED WHERE THE
 PROPOSED LANDSCAPE AREA IS, AND SHADE TREES SHOULD BE
 PLACED BETWEEN AT MOST 2 CONSECUTIVE PARKING SPACES.
 STRAIGHTEN THE CURB ON THE NORTH SIDE OF GARDENIA
 STREET EAST TO DIXIE HIGHWAY, AND EXPAND THE CURB
 EXTENSION ON THE SOUTH SIDE FOR PROTECTION TO THE
 EXISTING PARKING SPACES.
 CONDITIONS:
 1. REPLACE OR RESET THE EXISTING PAVERS AT THE
 INTERSECTION OF GARDENIA STREET AND DIXIE HIGHWAY.
 2. ALL PEDESTRIAN CURB RAMPS SHOULD BE IMPROVED TO MEET
 ADA REQUIREMENTS.
 3. PROVIDE EASEMENT FOR PORTION OF SIDEWALK OUTSIDE
 PUBLIC RIGHT-OF-WAY. ALONG QUADRILLE BOULEVARD, PROVIDE
 SIDEWALK EASEMENT SUCH THAT THE TOTAL SIDEWALK WIDTH IS
 AT LEAST 12 FEET.
 4. PROVIDE MARKED CROSSWALKS ACROSS THE ALLEY ON
 QUADRILLE BOULEVARD AND DIXIE HIGHWAY, AND ACROSS
 GARDENIA STREET ON QUADRILLE BOULEVARD.
 5. PROVIDE ONE-WAY SIGN ON THE EAST SIDE OF DIXIE
 HIGHWAY FACING EASTBOUND TRAFFIC FROM THE ALLEY AT THE
 INTERSECTION OF DIXIE HIGHWAY AND ALLEY.
  
 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 2 Status F Date   Cont ID  
Sent By   Date 08-06-2019 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2019-08-06 16:12:59TRAFFIC STUDY COMMENTS:
 1. THE SITE PLAN WAS REVISED TO PROPOSE 204 HOTEL ROOMS
 AND 143 RESIDENTIAL UNITS, BUT THE TRAFFIC STUDY
 ASSUMES 200 HOTEL ROOMS AND 146 RESIDENTIAL UNITS.
 PLEASE REVISE.
 2. IN THE PROJECT TRAFFIC DISTRIBUTION FIGURE, PLEASE
 VERIFY THE OUTBOUND TRIP PERCENTAGE LABELED 24% ON
 QUADRILLE BOULEVARD BETWEEN THE ALLEY AND FERN STREET.
 IT APPEARS THAT THIS MIGHT BE 28%. ALSO, INDICATE THE
 PERCENTAGE OF TRIPS USING THE ALLEY.
 3. IN THE INTERSECTION VOLUME ANALYSIS SHEET AT
 GARDENIA STREET AND QUADRILLE BOULEVARD, THE NORTHBOUND
 RIGHT-TURN SHOULD HAVE INBOUND TRIPS INSTEAD OF
 OUTBOUND TRIPS. PLEASE VERIFY AND REVISE.
 4. IT APPEARS THAT THE PROJECT TRAFFIC USED IN THE
 INTERSECTION ANALYSIS SHEETS IS BASED ON NEW TRIPS OF
 THE PROPOSED USES INSTEAD OF NET NEW TRIPS (PROPOSED
 USES MINUS EXISTING USES). PLEASE CLARIFY IF THE
 EXISTING USES WERE ACTIVE AT THE TIME OF THE TRAFFIC
 COUNTS. IF SO, NET NEW TRIPS SHOULD BE USED.
  
 SITE PLAN COMMENTS:
 5. THE RESPONSE INDICATED THAT UBER AND LYFT WILL BE ON
 GROUND LEVEL, BUT UBER IS LABELED IN THE THIRD LEVEL
 HOTEL DROP-OFF AREA. PLEASE CLARIFY.
 6. PLEASE CLARIFY HOW THE UNGATED PORTION OF THE
 PARKING GARAGE BE ENFORCED TO ALLOW ONLY VISITOR AND
 EMPLOYEE PARKING.
 7. PROVIDE ADDITIONAL AUTOTURN EXHIBITS IN THE HOTEL
 VALET/DROP-OFF AREA ILLUSTRATING VEHICLES LEAVING THE
 GARAGE AFTER PICKING UP (U-TURN FROM THE EXIT OF THE
 DROP-OFF AREA).
 8. PROVIDE ADDITIONAL AUTOTURN EXHIBITS SHOWING
 PASSENGER CARS ACCESSING (INGRESS AND EGRESS) THE
 GARAGE/BUILDING ENTRANCE ON THE ALLEY.
 9. REPLACE OR RESET THE EXISTING PAVERS AT GARDENIA
 STREET/DIXIE HIGHWAY.
 10. PROVIDE ON-STREET PARKING SPACES ON THE NORTH SIDE
 OF GARDENIA STREET. THESE SPACES WOULD BE METERED BY
 THE CITY. SHADE TREES SHOULD BE PLACED BETWEEN AT MOST
 2 CONSECUTIVE PARKING SPACES. STRAIGHTEN THE CURB ON
 THE NORTH SIDE OF GARDENIA STREET EAST TO DIXIE
 HIGHWAY, AND EXPAND THE CURB EXTENSION ON THE SOUTH
 SIDE FOR PROTECTION TO THE EXISTING PARKING SPACES.
 11. ALL PEDESTRIAN CURB RAMPS SHOULD BE IMPROVED TO
 MEET ADA REQUIREMENTS.
 12. PROVIDE MARKED CROSSWALKS ACROSS THE ALLEY ON
 QUADRILLE BOULEVARD AND DIXIE HIGHWAY, AND ACROSS
 GARDENIA STREET ON QUADRILLE BOULEVARD.
 13. PROVIDE ONE-WAY SIGN FOR EASTBOUND TRAFFIC AT THE
 INTERSECTION OF DIXIE HIGHWAY AND ALLEY.
 14. REDISTRIBUTE OR PROVIDE ADDITIONAL PUBLIC BICYCLE
 PARKING SPACES EVENLY ALONG THE SITE FRONTAGE ON DIXIE
 HIGHWAY, GARDENIA STREET AND QUADRILLE BOULEVARD, AND
 CONSIDER PROVIDING BIKE CORRAL NEAR THE OPEN SPACE FOR
 PUBLIC USE.
  
 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 04-30-2019 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2019-04-30 17:19:301. PROVIDE COUNTY TPS LETTER.
 2. PROVIDE TRIP DISTRIBUTION WITHIN THE RADIUS OF
 INFLUENCE PER PALM BEACH COUNTY TPS.
 3. PROVIDE A TRAFFIC CIRCULATION ANALYSIS AT THE
 FOLLOWING INTERSECTIONS:
 O QUADRILLE BOULEVARD/FERN STREET
 O QUADRILLE BOULEVARD/GARDENIA STREET
 O QUADRILLE BOULEVARD/HIBISCUS STREET
 O QUADRILLE BOULEVARD/LAKEVIEW AVENUE
 O QUADRILLE BOULEVARD/OKEECHOBEE BOULEVARD
 O DIXIE HIGHWAY/GARDENIA STREET
 4. SOME PARKING SPACES, SUCH AS PARKING SPACES #7 AND
 #33 ON SHEET A-1.1, SPACE #71 ON SHEET A-1.2, AND
 SIMILAR PARKING SPACES IN UPPER LEVELS, DO NOT MEET THE
 24-FOOT DRIVE AISLE REQUIREMENT. CONVERT THESE SPACES
 TO THE DEDICATED PULL-IN AREA FOR TURNAROUND AS
 REQUIRED PER CITY CODE SECTION 94-111. ALSO, A MINIMUM
 THREE-FOOT BACK UP AREA SHALL BE PROVIDED AT THE
 TERMINUS OF ANY DEAD-END DRIVE AISLE TO ALLOW FOR
 VEHICLES TO SAFELY PULL OUT OF THE END PARKING SPACES
 IN ADDITION TO THE TURNAROUND SPACE.
 5. SOME PARKING SPACES, SUCH AS PARKING SPACES #1 AND
 #6 ON SHEET A-1.1, SPACE #39 ON SHEET A-1.2, AND
 SIMILAR PARKING SPACES IN UPPER LEVELS ARE ADJACENT TO
 A WALL OR OTHER PHYSICAL OBSTRUCTION. THE PARKING STALL
 WIDTHS SHALL BE INCREASED BY A MINIMUM OF ONE FOOT PER
 CITY CODE SECTION 94-111.
 6. ON SHEET A-1.1, IS THE HATCH AREA OUTSIDE THE
 RESTAURANT DOOR NEAR PARKING SPACE #7 DRIVABLE AREA? IF
 SO, CONSIDER PROVIDING RAISED AREA TO PREVENT VEHICLES
 BACKING INTO THE RESTAURANT DOOR.
 7. ON SHEET A-1.1, THE LANDSCAPE STORAGE ROOM DOOR
 SHOULD SWING INSIDE, NOT ONTO THE DRIVE AISLE.
 8. PER CITY CODE SECTION 94-111, ALL PARKING STRUCTURE
 ENTRANCES FACING A STREET FRONTAGE SHALL BE REQUIRED TO
 TREAT THE INTERIOR PORTION OF THE GARAGE ENTRY TO A
 DEPTH OF AT LEAST 20 FEET FROM THE BUILDING FACADE.
 9. CONSIDER REDUCING THE NUMBER OF PARKING SPACES TO
 THE MINIMUM REQUIRED BY CODE.
 10. CLARIFY THE PARKING ARRANGEMENT GIVEN THE HOTEL
 VALET/DROP-OFF AREA ON THE THIRD LEVEL. IS THE PARKING
 GARAGE GATED? IS TAXI/UBER/LYFT PICK-UP/DROP-OFF ALSO
 ON THE THIRD LEVEL OF THE GARAGE? WOULD VEHICLES BE
 CHARGED FOR PICK-UP/DROP-OFF INSIDE THE GARAGE?
 11. PROVIDE STOP BARS, STOP SIGNS AND DO NOT ENTER
 SIGNAGE AT THE EXIT OF THE HOTEL VALET/DROP-OFF AREA.
 12. PROVIDE AUTOTURN EXHIBITS ILLUSTRATING VEHICULAR
 CIRCULATION IN THE HOTEL VALET/DROP-OFF AREA, INCLUDING
 ANY U-TURN MANEUVER.
 13. PROVIDE STOP SIGNS AND STOP BARS TO CLARIFY
 RIGHT-OF-WAY OF VEHICULAR MOVEMENTS INSIDE THE GARAGE,
 AS APPLICABLE.
 14. INCLUDE THE REQUIRED BICYCLE PARKING SPACES IN THE
 SITE DATA TABLE ON SHEET A-1.0 AND PROVIDE BICYCLE
 PARKING PER CITY CODE 94-111.
 15. PROVIDE AUTOTURN EXHIBITS SHOWING DELIVERY TRUCK
 PATHS, GARBAGE TRUCK PATHS, AND PASSENGER CARS
 ACCESSING THE ALLEY ENTRANCE. THE DELIVERY TRUCK AND
 GARBAGE TRUCK PATHS SHOULD START FROM DIXIE HIGHWAY
 THROUGH THE ALLEY TO QUADRILLE BOULEVARD, OR VICE
 VERSA. THE PASSENGER CAR PATHS SHOULD INCLUDE ALL
 MOVEMENTS AT THE ALLEY ENTRANCE.
 16. CONSIDER DEDICATING SPACE TO WIDEN ALLEY FOR
 SERVICE VEHICLE ACCESS.
 17. CITY CODE SECTION 94-312 ALLOWS A MAXIMUM OF 1
 ACCESS POINT ONTO EACH RIGHT-OF-WAY FOR MULTIPLE USE
 DEVELOPMENT OF LESS THAN 300 REQUIRED PARKING SPACES.
 HOWEVER, 3 ACCESS POINTS ARE PROVIDED ALONG THE ALLEY.
 18. THE BUILDING FOOTPRINT ON THE CIVIL PLAN (NEAR
 DIXIE HIGHWAY) IS DIFFERENT THAN THE SITE PLAN. PLEASE
 REVISE.
 19. PROVIDE SIGHT DISTANCE ON THE ALLEY AND GARDENIA
 STREET AT QUADRILLE BOULEVARD PER FDOT REQUIREMENT.
 VERIFY IF THE TREE SPACING ALONG QUADRILLE BOULEVARD
 MEETS FDOT REQUIREMENTS.
 20. DIMENSION THE WIDTH OF SIDEWALKS.
 21. PROVIDE A SIDEWALK WIDTH OF AT LEAST 12 FEET ALONG
 QUADRILLE BOULEVARD.
 22. PROVIDE EASEMENT FOR SIDEWALK OUTSIDE PUBLIC
 RIGHT-OF-WAY.
 23. PROPOSE TDM MEASURES TO BE IMPLEMENTED AS PART OF
 THE DEVELOPMENT, INCLUDING BUT NOT LIMITED TO:
 O UNBUNDLED PARKING/PARKING CASH-OUT PROGRAM
 O TRANSIT PASS SUBSIDY
 O CONTRIBUTION TO CITY TROLLEY FUND
 O BIKESHARE AND MICROMOBILITY FACILITIES ON-SITE
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
 (IN-HOUSE ON TUESDAYS AND WEDNESDAYS)
Review Stop Z ZONING
Rev No 2 Status F Date 08-14-2019 Cont ID  
Sent By aaponte Date 08-14-2019 Time 11:19 Rev Time 0.00
Received By aaponte Date   Time   Sent To  
Notes
2019-08-14 11:48:12COMMENTS FROM 5/8/19 REVIEW:
 1. SATISFIED.1. PLEASE SUBMIT A FINAL SIGNED AND SEALED
 COPY OF THE SURVEY.- TWO DIFFERENT SURVEYS WERE
 SUBMITTED FOR THE PROJECT. PLEASE UPDATE SURVEY TO
 INDICATE CURRENT PROPERTY OWNERS. SURVEY SHOWS PARCEL 1
 AND 2 IS OWNED BY RUSSO DS&. AND PARCEL 4 AND 5 IS
 SHOWN AS OWNED BY GARDENIA LLC.
 2. SATISFIED 2. FOR ALL OWNERS OTHER THAN BRIGHT BLUE
 LLC PLEASE PROVIDE OWNER?S CONSENT FORM.
 3. SATISFIED 3. PLEASE INDICATE THE WIDTH OF THE
 EXISTING SIDEWALKS IN THE SURVEY.
 4. SATISFIED 4. SITE AREA REFLECTED ON MSA SURVEY
 (48,614SF) IS DIFFERENT THAN INDICATED IN SHEET A-0.7.
 PLEASE CLARIFY WHAT IS THE CORRECT AREA AND ADJUST
 DRAWINGS ACCORDINGLY. WALLACE SURVEY DOES NOT CONTAIN
 TOTAL LAND AREA INFORMATION.
 5. UNDERSTOOD, VARIANCE TO BE REQUESTED 5. PARKING USES
 ALONG GARDENIA AVENUE, ABOVE THE 3RD STORY SHALL BE
 SET-BACK A MINIMUM OF 27? FROM THE BACK OF CURB.
 6. SATISFIED 6. THE PROPOSED BUILDING MASSING SHALL BE
 RECONSIDERED. THE 24 STORY BUILDING RELATIONSHIP WITH
 THE SMALL DOUBLE HEIGHT RESIDENTIAL LOBBY AT THE CORNER
 OF DIXIE AND GARDENIA IS NOT APPROPRIATE.
 7. SATISFIED 7. THE BUILDING AREA ABOVE THE RESIDENTIAL
 LOBBY IS NOT IN COMPLIANCE WITH THE MAXIMUM 35 FEET
 SETBACK FOR FLOOR 3RD TO 7TH.
 8. NOT SATISFIED. PLAZA/PUBLIC OPEN SPACE CANNOT BE
 COUNTED AS ACTIVE USE UNLESS IT IS ADJACENT TO AN
 ACTIVE USE ON THE FRONTAGE BEING COUNTED. PROPOSED
 PROJECT HAS THE GARAGE ON THE CONTED FRONTAGE 8. ACTIVE
 USES ALONG DIXIE HWAY ARE REQUIRED ALONG 65% OF GROUND
 FLOOR FRONTAGE. BUILDABLE LOT FRONTAGE = 130.8,
 REQUIRED ACTIVE USE=85.02SF.
 9. SATISFIED 9. PROJECT DOES NOT COMPLY WITH ACTIVE USE
 REQUIREMENTS ALONG DIXIE HWAY ABOVE THE SECOND STORY
 (RESIDENTIAL LOBBY COUNTED AS TWO STORIES). 60% ACTIVE
 USES REQUIRED ALONG DIXIE HWAY FRONTAGE.
 10. NOT SATISFIED - STAFF DOES NOT BELIEVE THE PROPOSED
 SCREEN SATISFIES THE REQUIREMENTS IN SEC 94-109
 REGARDING ARQUITECTURAL TREATMENT FOR NON-ACTIVE USES.
 10. PHOTOGRAPHIC POLYVINYL COATED MESH IS NOT IN
 COMPLIANCE WITH THE ARCHITECTURAL TREATMENT REQUIRED
 FOR NON-ACTIVE USES.
 11. NOT SATISFIED - INTERIOR GARAGE ELEVATIONS ARE
 REQUIRED TO PROVIDE ARCHITECTURAL TREATMENT . 11. ALL
 NON-ACTIVE USE FACADES ARE REQUIRED TO PROVIDE
 ARCHITECTURAL TREATMENTS. PLEASE REVISE ALL GARAGE
 ELEVATION TO PROVIDE ARCHITECTURAL TREATMENT.
 12. SATISFIED 12. RESIDENTIAL LOBBY DOOR ON DIXIE HWAY
 SHALL BE RECESSED TO AVOID ENCROACHMENT INTO PEDESTRIAN
 PATH.
 13. PARTIALLY SATISFIED- PLEASE EXPLAIN MORE DETAILS ON
 THE WALL. STUCCO WALL WITH PAINT? IS THE DESIGN IN THE
 DRAWIGNS THE PROPOSED DESIGN OR A PLACE HOLDER? IT SAYS
 ARTIST MURAL BUT IS THE DESIGNED ALREADY THE ONE
 PROPOSED BY THE ARTIST?L. 13. GARAGE AND STAIRS
 ELEVATION AT THE NW CORNER DOES NOT COMPLY WITH
 ARCHITECTURAL TREATMENT REQUIREMENTS.
 14. PARTIALLY SATISFIED- CONFIRMATION BY SANITATION
 NEEDED14. PLEASE PROVIDE AUTOTURN TO CONFIRM TRUCKS CAN
 ACCESS THE PROPOSED LOADING AREA.
 15. NOT SATISFIED. LETTER FROM TRASH CONSULTANT NOT
 INCLUDED. PLEASE PROVIDE AUTOTURN FOR GARBAGE TRUCK.
 15. PLEASE DISCUSS WITH PUBLIC WORKS THE GARBAGE PICK
 UP OPERATION.
 16. PARTIALLY SATISFIED. FURTHER DISCUSSION NECESSARY
 TO DETERMINE FINAL ALLEY SECTION.16. PLEASE EXPLAIN THE
 OPERATION OF THE EXISTING ALLEY.
 17. SATISFIED. PLEASE PROVIDE DIMENSIONS ON ALL PARKING
 SPACES. 17. PARKING STALLS SHALL BE INCREASED BY ONE
 FOOT WHEN ADJACENT TO A WALL OR OTHER BUILDING
 OBSTRUCTION (SEC 94-111(C)).
 18. SATISFIED. 18. SETBACK DIAGRAM PROVIDED IN SHEET
 A-0.11 SHALL INCLUDE INFORMATION MEASURED FROM THE BACK
 OF CURB. THE PROPERTY LINE SHALL BE INDICATED.
 19. NOT SATISFIED. PLEASE LOOK AT TRANSPARENCY
 DEFINITION IN SEC 94-109.TRANSPARENCY IS ASSOCIATED
 WITH ACTIVE USES. 19. PLEASE PROVIDE GRAPHIC
 INFORMATION TO CONFIRM COMPLIANCE WITH TRANSPARENCY
 REQUIREMENTS AT THE GROUND LEVEL.
 20. SATISFIED. 20. SITE PLAN SHALL INCLUDE INFORMATION
 INDICATING THE LOCATIONS OF THE EXISTING BUILDINGS ON
 THE NORTH SIDE OF THE ALLEY.
 21. PARTIALLY SATISFIED. FOR DAC APPROVAL MORE DETAILS
 ON THE FIRST TWO FLOOR FINISHES ARE NEEDED. PLEASE
 PROVIDE DETAILS ON WOOD LOUVERS PROPOSED FOR GARAGE AND
 LOBBY AREA. PLEASE CONFIRM THE TINTED WINDOW PROPOSED
 IN THE GROUND FLOOR ALLOWES VISIBILITY FROM THE
 OUTSIDE. 21. PLEASE PROVIDE COLORED ELEVATIONS WITH
 CALL OUT MATERIALS AND IMAGES WITH MATERIALS
 REFERENCES.
 22. NOT SATISFIED. PLEASE PROVIDE THE DEPTH OF THE
 PLANAR BREAKS INDICATED. PLEASE IDENTIFY THE BUILDING
 FRONTAGE AND AD THE CUMULATIVE PERCENTAGETHAT COMPLIES
 WITH THE REQUIREMENT. 22. PLEASE PROVIDE INFORMATION TO
 CONFIRM COMPLIANCE WITH PLANAR BREAK REQUIREMENTS.
 23. NOT SATISFIED . PLEASE CLARIFY WHAT IS THE
 "MAINT/ENG" ROOM ON LEVEL 2. PLEASE INCLUDE A LINE IN
 SHEET A-1.0 LISTING THE AMOUNT OF TDRS ALLOWED
 (154,539SF), AND HOW MANY ARE NEEDED FOR THE PROJECT
 BASED ON THE LATEST FAR CALCULATION (152,779SF).
 23. PLEASE PROVIDE A SUMMARY TABLE INCLUDING, LOT AREA,
 FAR PERMITTED BY RIGHT, ADDITIONAL FAR WITH INCENTIVES,
 TOTAL GROSS BUILDING AREA PROPOSED PER FLOOR AND TOTAL.
 IN THE FLOOR PLANS ASSOCIATED WITH THE GROSS BUILDING
 AREA INFORMATION, PLEASE LABEL THE SPACES TO CLEARLY
 IDENTIFY THOSE AREAS EXCLUDED FROM THE GBA NUMBERS.
 PLEASE USE THE GBA DEFINITION IN SECTION 94-109.
 24. SATISFIED. 24. PLEASE PROVIDE A BREAKDOWN OF HOTEL
 ROOMS AND RESIDENTIAL UNITS TO CONFIRM COMPLIANCE WITH
 MINIMUM UNIT SIZE, AND AVERAGE UNIT SIZE REQUIRED BY
 CODE SEC 94-109 FULL SERVICE HOTEL DEFINITION AND
 DWELLING UNIT DEFINITION.
 25.PARTIALLY SATISFIED. PUBLIC OPEN SPACE ALLOWED IN
 THIS DISTRICT IS THE GARDEN PLAZA AND IT SHALL BE
 LOCATED AT THE CORNER. PLEASE IDENTIFY THE PUBLIC OPEN
 SPACE EXTENDING TO THE CORNER OF GARDENIA AND DIXIE.
 25. PLEASE PROVIDE GRAPHICS INDICATING THE AREA
 CALCULATED TO COMPLY WITH THE PUBLIC OPEN SPACE AND THE
 PRIVATE OPEN SPACE REQUIREMENTS AND CONFIRM COMPLIANCE
 WITH EACH OF THE REQUIREMENTS FOR EACH OPEN SPACE TYPE.
 26. SATISFIED . 26. PUBLIC OPEN SPACE AT GROUND LEVEL
 DOES NOT SEEM TO COMPLY WITH MINIMUM PROPORTIONS
 REQUIRED BY THE CODE.
 27. PARTIALLY SATISFIED. CITY STANDARD LIGHT FIXTURE
 SHALL BE INSTALLED ALONG ALL STREET FRONTAGES.
 27. PLEASE PROVIDE PHOTOMETRICS TO CONFIRM COMPLIANCE
 WITH ILLUMINATION ON THE PUBLIC RIGHT OF WAY. STANDARD
 DECORATIVE STREET LIGHT FIXTURES AND POLES SHALL BE
 PROVIDED ALONG THE STREET FRONTAGES TO MEET MINIMUM 0.6
 FOOTCANDLES AT ONE FOOT ABOVE THE SIDEWALK LEVEL NEXT
 TO THE CURB. FIXTURE AND POLE SHALL MEET APPROVED CITY
 STANDARD.
 28. SATISFIED. 28. EXISTING UNDERGROUND ELECTRIC
 CONFLICTS WITH PROPOSED STREET TREES ALONG GARDENIA.
 PLEASE DETERMINE THE POSSIBILITY FOR RELOCATION.
 29. PARTIALLY SATISFIED. PLEASE INDICATE IN WHICH SHEET
 IS THE NOTE..29. SIDEWALK ELEVATION SHALL BE MAINTAINED
 ACROSS THE PARKING GARAGE DRIVEWAY. PLEASE INCLUDE A
 NOTE AND SECTION WITHIN THE CIVIL DRAWINGS TO ENSURE
 COMPLIANCE.
 30. SATISFIED. 30. PLEASE VERIFY RENDERINGS ACCURATELY
 REFLECT THE BUILDING DESIGN, PROPOSED MATERIALS AND
 LANDSCAPE. RENDERINGS WILL BE PART OF THE APPROVAL SET.
 31. PARTIALLY SATISFIED. PLEASE LOOK AT THE SIGHT LINE
 REGULATIONS. 31. QUADRILLE BLVD IS AN FDOT RIGHT OF
 WAY. PLEASE CONFIRM PROPOSED LANDSCAPE COMPLIES WITH
 FDOT STANDARDS.
 32. SATISFIED. 32. PLEASE INDICATE THE LOCATION OF
 SECURED BIKE PARKING FOR RESIDENTIAL TENANTS(1/15
 REQUIRED PARKIGN SPACES), AND THE LOCATION OF REQUIRED
 PULBIC BIKE PARKIGN ALONG THE STREET FRONTAGES 1/100
 FEET OF STREET FRONTAGE).
  
 ADDITIONAL COMMENTS FROM 7/11/19 SUBMITTAL
 33. PLEASE INDICATE THE TREATMENT OF THE GARAGE ROOF.
 PARKING ON EXPOSED ROOF SURFACES IS DISCOURAGED. PLEASE
 CONFIRM COMPLIANCE WITH SEC 94-111(Q)(4)
 34. PLEASE CONFIRM THE PARKING GARAGE ENTRANCE IS IN
 COMPLIANCE WITH SEC 94-111(Q)(1).
 35.PLEASE REDUCE GARAGE ENTRANCE TO 20 FEET IN WITH AT
 SIDEWALK CROSSING.
 36. PLEASE CONFIRM RETAIL SPACE ALONG DIXIE HWAY IS
 INCLUDED IN THE PARKING CALCULATION.
 37. PLEASE INCLUDE THE DIMENSION OF ALL ELEMENTS ABOVE
 FLOOR 21 TO CONFIRM COMPLIANCE WITH TABLE IV-5.
 38. PLEASE EXPAND PLANTING AREA ON QUADRILLE BLVD TO BE
 A CONTINUOUS PLANTING, EXCEPT FOR PEDESTRIAN CROSSINGS.
  
 PRELIMINARY COMMENTS ON REVISED E-MAILED FLOOR PLANS
 39. IF THE DROP-OFF IS MOVED TO THE GROUND FLOOR, THE
 DROP-OFF ACTIVITY CAN POSITIVELY IMPACT GARDENIA IF THE
 MECHANICAL ROOMS ARE MOVED TO THE EAST SIDE OF THE
 PARKING ENTRANCE AND A COVER GARDEN/SEATING AREA IS
 CREATED ADJACENT TO THE DROP-OFF.
 40. PLEASE ADJUST ALL PARKING AND FAR CALCULATIONS
 ACCORDINGLY.
 41. THERE IS A POSIBILITY TO ACCOMMODATE SOME ON-STREET
 PARKING ON GARDENIA. STUDY THE SECTION TO ALLOW TWO 9
 FOOT TRAVEL LANES, 7 FOOT PARKING AND CURB AND GUTTER.
 PROJECT STILL NEEDS TO COMPLY WITH MINIMUM SETBACK.
 42. PLEASE ADJUST ALL ADA RAMPS AT ALLL CORNERS.
  
 PLEASE RE-SUBMIT DRAWINGS ADDRESSING THE COMMENTS FROM
 ALL THE DISCIPLINES, AND INCLUDE A RESPONSE LETTER WITH
 ANSWERS TO EACH COMMENT.
 PROJECT WOULD BE REQUIRED TO OBTAIN DAC APPROVAL FOR
 SPECIAL REVIEW, AND THE TRANSFER OF DEVELOPMENT RIGHTS.
 FOR ADDTIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 1 Status F Date 05-08-2019 Cont ID  
Sent By aaponte Date 05-08-2019 Time 12:03 Rev Time 0.00
Received By aaponte Date 04-09-2019 Time 12:02 Sent To  
Notes
2019-05-08 12:04:301. TWO DIFFERENT SURVEYS WERE SUBMITTED FOR THE
 PROJECT. PLEASE UPDATE SURVEY TO INDICATE CURRENT
 PROPERTY OWNERS. SURVEY SHOWS PARCEL 1 AND 2 IS OWNED
 BY RUSSO DS&. AND PARCEL 4 AND 5 IS SHOWN AS OWNED BY
 GARDENIA LLC.
 2. FOR ALL OWNERS OTHER THAN BRIGHT BLUE LLC PLEASE
 PROVIDE OWNER?S CONSENT FORM.
 3. PLEASE INDICATE THE WIDTH OF THE EXISTING SIDEWALKS
 IN THE SURVEY.
 4. SITE AREA REFLECTED ON MSA SURVEY (48,614SF) IS
 DIFFERENT THAN INDICATED IN SHEET A-0.7. PLEASE CLARIFY
 WHAT IS THE CORRECT AREA AND ADJUST DRAWINGS
 ACCORDINGLY. WALLACE SURVEY DOES NOT CONTAIN TOTAL LAND
 AREA INFORMATION.
 5. PARKING USES ALONG GARDENIA AVENUE, ABOVE THE 3RD
 STORY SHALL BE SET-BACK A MINIMUM OF 27? FROM THE BACK
 OF CURB.
 6. THE PROPOSED BUILDING MASSING SHALL BE RECONSIDERED.
 THE 24 STORY BUILDING RELATIONSHIP WITH THE SMALL
 DOUBLE HEIGHT RESIDENTIAL LOBBY AT THE CORNER OF DIXIE
 AND GARDENIA IS NOT APPROPRIATE.
 7. THE BUILDING AREA ABOVE THE RESIDENTIAL LOBBY IS NOT
 IN COMPLIANCE WITH THE MAXIMUM 35 FEET SETBACK FOR
 FLOOR 3RD TO 7TH.
 8. ACTIVE USES ALONG DIXIE HWAY ARE REQUIRED ALONG 65%
 OF GROUND FLOOR FRONTAGE. BUILDABLE LOT FRONTAGE =
 130.8, REQUIRED ACTIVE USE=85.02SF.
 9. PROJECT DOES NOT COMPLY WITH ACTIVE USE REQUIREMENTS
 ALONG DIXIE HWAY ABOVE THE SECOND STORY (RESIDENTIAL
 LOBBY COUNTED AS TWO STORIES). 60% ACTIVE USES REQUIRED
 ALONG DIXIE HWAY FRONTAGE.
 10. PHOTOGRAPHIC POLYVINYL COATED MESH IS NOT IN
 COMPLIANCE WITH THE ARCHITECTURAL TREATMENT REQUIRED
 FOR NON-ACTIVE USES.
 11. ALL NON-ACTIVE USE FACADES ARE REQUIRED TO PROVIDE
 ARCHITECTURAL TREATMENTS. PLEASE REVISE ALL GARAGE
 ELEVATION TO PROVIDE ARCHITECTURAL TREATMENT.
 12. RESIDENTIAL LOBBY DOOR ON DIXIE HWAY SHALL BE
 RECESSED TO AVOID ENCROACHMENT INTO PEDESTRIAN PATH.
 13. GARAGE AND STAIRS ELEVATION AT THE NW CORNER DOES
 NOT COMPLY WITH ARCHITECTURAL TREATMENT REQUIREMENTS.
 14. PLEASE PROVIDE AUTOTURN TO CONFIRM TRUCKS CAN
 ACCESS THE PROPOSED LOADING AREA.
 15. PLEAS EDISCUSS WITH PUBLIC WORKS THE GARBAGE PICK
 UP OPERATION.
 16. PLEASE EXPLAIN THE OPERATION OF THE EXISTING ALLEY.
 17. PARKING STALLS SHALL BE INCREASED BY ONE FOOT WHEN
 ADJACENT TO A WALL OR OTHER BUILDING OBSTRUCTION (SEC
 94-111(C)).
 18. SETBACK DIAGRAM PROVIDED IN SHEET A-0.11 SHALL
 INCLUDE INFORMATION MEASURED FROM THE BACK OF CURB. THE
 PROPERTY LINE SHALL BE INDICATED.
 19. PLEASE PROVIDE GRAPHIC INFORMATION TO CONFIRM
 COMPLIANCE WITH TRANSPARENCY REQUIREMENTS AT THE GROUND
 LEVEL.
 20. SITE PLAN SHALL INCLUDE INFORMATION INDICATING THE
 LOCATIONS OF THE EXISTING BUILDINGS ON THE NORTH SIDE
 OF THE ALLEY.
 21. PLEASE PROVIDE COLORED ELEVATIONS WITH CALL OUT
 MATERIALS AND IMAGES WITH MATERIALS REFERENCES.
 22. PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
 WITH PLANAR BREAK REQUIREMENTS.
 23. PLEASE PROVIDE A SUMMARY TABLE INCLUDING, LOT AREA,
 FAR PERMITTED BY RIGHT, ADDITIONAL FAR WITH INCENTIVES,
 TOTAL GROSS BUILDING AREA PROPOSED PER FLOOR AND TOTAL.
 IN THE FLOOR PLANS ASSOCIATED WITH THE GROSS BUILDING
 AREA INFORMATION, PLEASE LABEL THE SPACES TO CLEARLY
 IDENTIFY THOSE AREAS EXCLUDED FROM THE GBA NUMBERS.
 PLEASE USE THE GBA DEFINITION IN SECTION 94-109.
 24. PLEASE PROVIDE A BREAKDOWN OF HOTEL ROOMS AND
 RESIDENTIAL UNITS TO CONFIRM COMPLIANCE WITH MINIMUM
 UNIT SIZE, AND AVERAGE UNIT SIZE REQUIRED BY CODE SEC
 94-109 FULL SERVICE HOTEL DEFINITION AND DWELLING UNIT
 DEFINITION.
 25. PLEASE PROVIDE GRAPHICS INDICATING THE AREA
 CALCULATED TO COMPLY WITH THE PUBLIC OPEN SPACE AND THE
 PRIVATE OPEN SPACE REQUIREMENTS AND CONFIRM COMPLIANCE
 WITH EACH OF THE REQUIREMENTS FOR EACH OPEN SPACE TYPE.
 26. PUBLIC OPEN SPACE AT GROUND LEVEL DOES NOT SEEM TO
 COMPLY WITH MINIMUM PROPORTIONS REQUIRED BY THE CODE.
 27. PLEASE PROVIDE PHOTOMETRICS TO CONFIRM COMPLIANCE
 WITH ILLUMINATION ON THE PUBLIC RIGHT OF WAY. STANDARD
 DECORATIVE STREET LIGHT FIXTURES AND POLES SHALL BE
 PROVIDED ALONG THE STREET FRONTAGES TO MEET MINIMUM 0.6
 FOOTCANDLES AT ONE FOOT ABOVE THE SIDEWALK LEVEL NEXT
 TO THE CURB. FIXTURE AND POLE SHALL MEET APPROVED CITY
 STANDARD.
 28. EXISTING UNDERGROUND ELECTRIC CONFLICTS WITH
 PROPOSED STREET TREES ALONG GARDENIA. PLEASE DETERMINE
 THE POSSIBILITY FOR RELOCATION.
 29. SIDEWALK ELEVATION SHALL BE MAINTAINED ACROSS THE
 PARKING GARAGE DRIVEWAY. PLEASE INCLUDE A NOTE AND
 SECTION WITHIN THE CIVIL DRAWINGS TO ENSURE COMPLIANCE.
 30. PLEASE VERIFY RENDERINGS ACCURATELY REFLECT THE
 BUILDING DESIGN, PROPOSED MATERIALS AND LANDSCAPE.
 RENDERINGS WILL BE PART OF THE APPROVAL SET.
 31. QUADRILLE BLVD IS AN FDOT RIGHT OF WAY. PLEASE
 CONFIRM PROPOSED LANDSCAPE COMPLIES WITH FDOT
 STANDARDS.
 32. PLEASE INDICATE THE LOCATION OF SECURED BIKE
 PARKIGN FOR RESIDENTIAL TENANTS(1/15 REQUIRED PARKIGN
 SPACES), AND THE LOCATION OF REQUIRED PULBIC BIKE
 PARKIGN ALONG THE STREET FRONTAGES 1/100 FEET OF STREET
 FRONTAGE).
  
 PLEASE RE-SUBMIT DRAWINGS ADDRESSING THE COMMENTS FROM
 ALL THE DISCIPLINES, AND INCLUDE A RESPONSE LETTER WITH
 ANSWERS TO EACH COMMENT.
 PROJECT WOULD BE REQUIRED TO OBTAIN DAC APPROVAL FOR
 SPECIAL REVIEW, AND THE TRANSFER OF DEVELOPMENT RIGHTS.
 FOR ADDTIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  
  
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