Plan Review Details - Project Z15080039
Plan Review Stops For Project Z15080039
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 09-08-2015 Cont ID  
Sent By rbrown Date 09-08-2015 Time 20:19 Rev Time 0.00
Received By rbrown Date 09-08-2015 Time 19:54 Sent To  
Notes
2015-09-08 20:19:06DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR PERMITTING.
  
 2. THE SURVEY DRAWING SHOWS PROPERTY LINES IN
 TTRAVERSING THE FOOTPRINT OF THE PROPOSED BUILDINGS.
 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.
  
 3. THE BUILDING ENTRANCES ARE NOT YET IDENTIFIED ON THE
 PLANS. 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. 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,
 CONNECTING ACCESSIBLE BUILDING OR FACILITY ENTRANCES
 WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE
 BUILDING OR FACILITY
  
 5. ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER
 THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY
 WITH SECTION 405 OF FLORIDA ACCESSIBILITY CODE.
  
 6. NO ACCESSIBLE PARKING SPACES ARE SHOWN ON THE PLANS
 AT THIS STAGE. WHEN SUBMITTED FOR PERMIT, THE MINIMUM
 NUMBER OF ACCESSIBLE PARKING SPACES PROVIDED SHALL BE
 IN ACCORDANCE WITH SECTION 208.2 OF FLORIDA
 ACCESSIBILITY CODE.
  
 7. PER 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 FOR EACH BUILDING. THE DESIGN
 OF ACCESSIBLE PARKING SPACES SHALL COMPLY WITH SECTION
 502 OF FLORIDA ACCESSIBILITY CODE
  
 8. PER SECTION 208.2.4 OF FLORIDA ACCESSIBILITY CODE,
 ONE IN EVERY SIX 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)
  
 9. ACCESSIBLE PARKING SPACE ACCESS AISLES SHALL BE
 LOCATED SO THAT THE USER IS NOT COMPELLED TO WALK OR
 WHEEL BEHIND ANOTHER PARKED VEHICLE OR IN THE TRAVEL
 LANE. THE ACCESS AISLES SHALL ALSO COMPLY WITH THE
 OTHER PROVISIONS OF SECTION OF 502.3 OF FLORIDA
 ACCESSIBILITY CODE.
  
 10. 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.
  
 11. WHEN SUBMITTED FOR BUILDING PERMIT, COMPLIANCE WITH
 ALL BUILDING SEPARATION, PERCENTAGE OF OPENINGS AND
 OPENING PROTECTIVE REQUIREMENTS OF CHAPTERS 6 AND 7 OF
 THE FLORIDA BUILDING CODE SHALL BE VERIFIED.
  
 12. 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.
  
 13. 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.
  
 14. EACH SEPARATE BUILDING SHALL HAVE A SEPARATE
 ADDRESS. FOR STREET ADDRESSING, CONTACT MICHAEL ORIO,
 GIS SUPPORT SPECIALIST, AT (561) 494 1080, OR BY EMAIL:
 [email protected]
  
 15. THIS PROJECT WILL BE SUBJECT TO ART IN PUBLIC
 PLACES (AIPP) ASSESSMENT. FOR ADVICE ON THE PROVISION
 OF PUBLIC ARTWORK IN LIEU OF THE AIPP ASSESSMENT,
 CONTACT SYBILLE WELTER, ART IN PUBLIC PLACES
 COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
 [email protected]
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 11-25-2015 Cont ID  
Sent By cranford Date 11-25-2015 Time 10:50 Rev Time 0.00
Received By cranford Date 11-25-2015 Time 10:46 Sent To  
Notes
2015-11-25 10:48:54CITY OF WEST PALM BEACH
 PUBLIC WORKS DEPARTMENT
  
 SEE COMMENTS UNDER TRAFFIC FOR COMMENTS ON THE
 SUBMITTED TRAFFIC STUDY.
  
 PROPOSED PEAK WATER DEMAND/WASTE WATER FLOW = 470 GPM
 (PF OF 2.5)
 SOLID WASTE = 40,800 LB/DAY = 20 YD/DAY COMPACTED
  
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 [email protected]
 561-494-1098 (OFFICE)
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 09-08-2015 Cont ID  
Sent By cranford Date 09-08-2015 Time 13:53 Rev Time 0.00
Received By cranford Date 09-08-2015 Time 13:51 Sent To  
Notes
2015-09-08 13:53:25CITY OF WEST PALM BEACH
 PUBLIC WORKS DEPARTMENT
  
 THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 BUILDING PERMIT APPLICATION PROCESSES.
  
 1. A TRAFFIC STUDY WILL BE REQUIRED FOR THIS PROJECT
 SHOWING HOW THE PROPOSED DEVELOPMENT WILL AFFECT THE
 TRAFFIC VOLUME AND SURROUNDING LOCAL ROADWAYS. INCLUDE
 TRAFFIC ACCIDENT DATA FOR AFFECTED STREET CORRIDORS.
 ESTIMATE INCREASED OR DECREASED POTENTIAL. SAFETY
 IMPROVEMENTS SHALL BE RECOMMENDED WHERE NECESSARY.
 PLEASE SCHEDULE A MEETING WITH THE CITY TRAFFIC
 ENGINEER TO DISCUSS DETAILS OF THE STUDY REQUIREMENTS.
  
 2. FDOT APPROVAL OF THE PROPOSED DRIVEWAY ON QUADRILLE
 WILL BE REQUIRED PRIOR TO FINAL SITE PLAN APPROVAL.
  
 3. ALL STRIPING WITHIN THE CITY RIGHTS-OF-WAY TO BE
 THERMOPLASTIC.
  
 4. STOP BARS WILL BE REQUIRED WHERE STOP SIGNS ARE
 PROPOSED.
  
 5. PLEASE EVALUATE THE TRAFFIC PATTERNS FOR THE
 PROPOSED INTERNAL DROP OFF AND PARKING ENTRANCE.
 CONSIDER NARROWING THE DRIVE TO ONE LANE TO AVOID LANE
 CHANGE CONFLICTS.
  
 6. PLEASE SHOW THE PROPOSED STRIPING AT THE EXIT ONTO
 4TH STREET. THE LANES SHOULD BE DEDICATED AS EITHER
 LEFT OR RIGHT TURN.
  
 7. EXISTING UTILITY LATERALS AND SERVICES WHICH WILL
 NOT REMAIN IN USE MUST BE REMOVED BACK TO THE MAIN
 RATHER THAN BEING CUT AND CAPPED AT THE RIGHT-OF-WAY
 LINE.
  
 8. THE CITY WILL EVALUATE THE CONDITION OF THE EXISTING
 OFF-SITE UTILITIES WITHIN THE NEXT 30 DAYS. THE
 PROPOSED ABANDONMENT OF A PORTION OF THE CITY?S
 SANITARY SEWER WILL BE REVIEWED AT THAT TIME.
  
 9. THE EXISTING UTILITY STRUCTURE LOCATIONS ON THE
 SUBMITTED SURVEY AND THE LOCATIONS SHOWN ON THE
 SUBMITTED PRELIMINARY UTILITY PLANS DO NOT MATCH.
 PLEASE VERIFY WHICH PLAN SHOWS THE CORRECT EXISTING
 UTILITY STRUCTURE LOCATIONS.
  
 10. PLEASE SUBMIT ESTIMATES FOR THE PEAK POTABLE WATER
 DEMAND, SANITARY SEWER FLOW, AND SOLID WASTE COLLECTION
 YARDAGE.
  
 11. VERIFY THAT THE PROPOSED SIZE AND QUANTITY OF TRASH
 BINS IS APPROPRIATE FOR THE WASTE YARDAGE ANTICIPATED
 TO BE GENERATED BY THE COMPLEX. CONSIDER USING A
 COMPACTOR TO REDUCE THE YARDAGE OF WASTE THAT WILL NEED
 TO BE COLLECTED. IF A COMPACTOR LARGER THAN 8 CUBIC
 YARDS IS PROPOSED, PLEASE PROVIDE A LETTER FROM THE
 APPROPRIATE PRIVATE SERVICE PROVIDER STATING THEY HAVE
 REVIEWED THE PROPOSED SITE PLAN AND WILL BE ABLE TO
 SERVICE THE COMPACTOR IN THE PROPOSED LOCATION.
  
 12. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE
 NON-STANDARD ELEMENTS (PAVERS AND LANDSCAPING) PROPOSED
 WITHIN THE 4TH STREET AND NORTH DIXIE RIGHTS-OF-WAY.
  
 13. PAVEMENT RESTORATION WILL NEED TO BE IN ACCORDANCE
 WITH CITY STANDARD DETAIL GC-9. THE ROAD SHALL BE
 MILLED/RESURFACED FOR FULL LANE WIDTH OF THE TRAVEL
 LANE(S) ENCROACHED BY THE TRENCH AREA, INCLUDING A
 TRANSITION AREA OF 50 FEET ON EACH SIDE OF THE TRENCH.
 PLEASE REVISE THE PLANS TO SHOW THE EXTENT OF THE
 MILLING AND RESURFACING.
  
 14. PLEASE REVISE THE DRIVEWAY APRONS TO MEET THE
 CITY?S ENGINEERING DESIGN STANDARDS. PLEASE ALSO
 INCLUDE THE DETAILS FOR THE SIDEWALK RAMPS, HTTP://WPB.
 ORG/ENGINEERING/ENGINEERING-SERVICES/ENGINEERING-STANDA
 RDS/
  
 15. PLEASE REVISE THE LANDSCAPE PLAN TO SHOW LOCATIONS
 OF ALL WATER METERS, VALVES, CLEAN-OUTS, LIGHT POLES,
 ETC. ROOT BARRIERS MAY BE REQUIRED WHERE PLANTINGS ARE
 NEAR UNDERGROUND STORMWATER, SANITARY, OR POTABLE WATER
 LINES. ALSO CLEARLY INDICATE ALL EXISTING AND PROPOSED
 EASEMENTS ON THE LANDSCAPE PLAN.
  
 16. PLEASE SHOW THE SIGHT TRIANGLES ON THE GROUND FLOOR
 LANDSCAPING PLAN FOR THE INTERSECTIONS AND VEHICULAR
 EXITS. (SECTION 94-305E, CODE OF ORDINANCES)
  
 17. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE
 AVAILABLE AT HTTP://WWW.CO.PALM-BEACH.FL.US/NEWSROOM/08
 14/08-26-14-FLOOD_MAPS.HTM PLEASE REVIEW THE MAPS AND
 VERIFY THAT THE NEW MAPS WILL NOT IMPACT THE PROPOSED
 PROJECT.
  
 18. THE PROPOSED PARKING LEVELS ARE LOWER THAN THE
 ADJACENT ROADWAYS. HOW WILL FLOOD PROTECTION AND
 DRAINAGE BE PROVIDED FOR THESE LEVELS?
  
 19. THE PROPOSED IMPROVEMENTS MAY REQUIRE A PORTION OF
 THE SOUTHEAST CORNER NEAR DIXIE HIGHWAY TO BE DEDICATED
 TO THE CITY.
  
 20. THE SITE PLAN PROPOSED MOVING THE EXISTING CURB
 LINE ON 4TH STREET TO THE SOUTH AND A REDUCTION IN THE
 NUMBER OF ON-STREET, METERED PARKING SPOTS.
  
 21. PROPERTY WILL BE REQUIRED TO BE REPLATTED.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. A SEPARATE SUBMITTAL WILL BE REQUIRED TO THE
 ENGINEERING DIVISION OF THE PUBLIC WORKS DEPARTMENT FOR
 ENGINEERING DEVELOPMENT APPROVAL. THE ENGINEERING
 DEVELOPMENT APPROVAL APPLICATION FORMS CAN BE
 DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 2. A SEPARATE SUBMITTAL WILL BE REQUIRED TO THE
 ENGINEERING DIVISION OF THE PUBLIC WORKS DEPARTMENT FOR
 PLAT APPROVAL. PLEASE CONTACT VINCE NOEL AT
 [email protected] TO GET A COPY OF THE PLAT APPLICATION.
  
 3. SOLID WASTE YARDAGE WILL NEED TO BE ESTIMATED AS
 PART OF THE FINAL DESIGN TO VERIFY THAT THE DESIGN
 INCLUDES APPROPRIATE NUMBER AND SIZE OF TRASH BINS.
  
 4. IDENTIFY THE SOURCE OF THE AS-BUILT INFORMATION
 UTILIZED FOR THE POTABLE WATER, SANITARY SEWER, AND
 STORM SEWER DESIGN.
  
 5. DETAILS SHEETS WILL NEED TO UTILIZE STANDARD CITY OF
 WEST PALM BEACH DETAILS, WHICH MAY BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 [email protected]
 561-494-1098 (OFFICE)
  
 VINCE NOEL, PSM
 CITY SURVEYOR / REAL ESTATE SUPERVISOR
 [email protected]
 561-494-1096
  
 BRIAN COLLINS, PE
 CITY TRAFFIC ENGINEER
 [email protected]
 561-494-1040
  
 FERDINAND RIVERA
 PUBLIC WORKS OPERATIONS MANAGER
 [email protected]
 561-822-2076
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 561-494-1120
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 11-13-2015 Cont ID  
Sent By pleduc Date 11-13-2015 Time   Rev Time 0.00
Received By pleduc Date 11-13-2015 Time 12:47 Sent To  
Notes
2015-11-13 13:15:59THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 THE PLANS RE- SUBMITTED FOR THIS REVIEW WERE OF
 DIFFERENT DESIGN THAN THE FIRST.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT.
  
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING SHALL COMPLY WITH
 THE 5TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
 FIRE SPRINKLER WORK SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 13, 2010 EDITION.
  
 FIRE ALARM WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 72, 2010 EDITION.
  
 CONSTRUCTION WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 241, 2009 EDITION.
  
 FIRE EXTINGUISHERS SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 10, 2010 EDITION.
  
 ELECTRIC WORK SHALL COMPLY WITH NFPA 70, 2011 EDITION.
  
  
 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. THE SEPARATION AND OPENING PROTECTION BETWEEN THE
 PARKING GARAGE AND HOTE/APARTMENTS/OFFICES SHALL BE IN
 ACCORDANCE AND COMPLIANCE WITH THE SPECIFIC AND MOST
 STRINGENT PROVISION REQUIREMENT OF EITHER CHAPTER.
  
 8. 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.
  
 PER NFPA 14 SECTION 7.12.2, HIGH-RISE BUILDINGS SHALL
 HAVE AT LEAST TWO REMOTELY LOCATED FIRE DEPARTMENT
 CONNECTIONS FOR EACH ZONE.
  
 DUE TO THE SIZE AND COMPLEXITY OF THE PROPOSED WATER
 SUPPLY CALCULATIONS, HYDRANT LOCATIONS, FIRE PUMPS(S),
 AND FIRE LOAD CALCULATIONS SHALL BE SUBMITTED TO ENSURE
 ADAQUATE PROTECTION.
  
 FOR THE PROPOSED FIRE PUMP(S) , WHAT IS(ARE) THE
 PRIMARY AND SECONDARY POWER SOURCES?
  
 9. A CLASS A NFPA 72 COMPLIANT MONITORED FIRE ALARM
 SYSTEM IS REQUIRED FOR THIS STRUCTURE. TWO SEPARATE
 SYSTEMS ARE REQUIRED, ONE FOR EACH TOWER. SEPARATE SHOP
 DRAWINGS, ARE REQUIRED TO BE SUBMITTED, REVIEWED AND
 APPROVED BY THE FIRE PREVENTION BUREAU PRIOR TO ANY
 INSTALLATION.
  
 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 EXIT DISCHARGE LOCATIONS SHALL BE CLEARLY
 ILLUSTRATED ON THE PLAN.
  
 12. ALL ILLUMINATED EXIT SIGNS AND EMERGENCY LIGHTING
 EQUIPMENT SHALL BE ILLUSTRATED ON THE PLAN.
  
 FOR THE PROSED EMERGENCY POWER GENERATOR(S), WHAT IS
 (ARE) THE PRIMARY AND SECONDARY POWER SOURCES?
  
 13. ALL ELEVATORS SHALL BE EQUIPPED WITH A REGION 7
 KEYWAY SYSTEM.
  
 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.
  
 14. 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.
  
 15. ALL FIRE DEPARTMENT SPRINKLER SYSTEM CONNECTIONS
 (FDC,S) FOR THE PROJECT SHALL BE IDENTIFIED AND
 COORDINATED WITH THE BUREAU OF FIRE PREVENTION.
  
 16. ALL FIRE WATER MAINS, SIZES AND THEIR VALVE
 ASSEMBLIES SHALL BE CLEARLY IDENTIFIED AND ILLUSTRATED
 ON THE PLAN. TWO SEPARATE WATER SUPPLIES SHALL BE
 PROVIDED.
  
 17. COMMAND ROOM
  
 THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 1,
 CHAPTER 11, BUILDING SERVICES; 11.9 AND SHALL CONTAIN
 THE FOLLOWING FEATURES:
 1. SHALL BE A MINIMUM OF 200 FT SQUARED WITH A MINIMUM
 DIMENSION OF 10 FT.
 2. THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.
 3. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
 ACCESS TO THE PUBLIC TELEPHONE SYSTEM
 4. 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
 5. A WORK TABLE.
 6. IF APPLICABLE, A HAZARDOUS MATERIAL MANAGEMENT PLAN
 FOR THE BUILDING.
 7. THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM
 CONTROL UNIT.
 8. ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF
 THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL
 9. STATUS INDICATORS AND CONTROLS FOR AIR DISTRIBUTION
 SYSTEMS.
 10. CONTROLS FOR UNLOCKING STAIRWAY DOORS
 SIMULTANEOUSLY
 11. SPRINKLER VALVE AND WATER FLOW DETECTOR DISPLAY
 PANELS
 12. EMERGENCY AND STANDBY POWER STATUS INDICATORS
 13. FIRE PUMP STATUS INDICATORS
 14. GENERATOR SUPERVISION DEVICES AND MANUAL START AND
 TRANSFER FEATURES.
 15. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED
 BY OTHER SECTIONS OF THIS CODE
 16. CONTROLS REQUIRED FOR SMOKE CONTROL
 17. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME
 A17.1.
 18. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR
 SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS
 PROVIDED
  
  
 18. 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.
 MAINTAIN A MINIMUM RADIO SIGNAL STRENGTH OF 102.0 DBM
 FOR THE RADIO SYSTEM USED BY WEST PALM BEACH FIRE
 RESCUE. IF THE MINIMUM CANNOT BE MAINTAINED, A
 BI-DIRECTIONAL AMPLIFIED SYSTEM SHALL BE INSTALLED WITH
 A MINIMUM 2-HOUR RUN TIME BATTERY BACK-UP.
  
 19. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 20. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By pleduc Date 09-02-2015 Time 09:52 Sent To  
Notes
2015-09-02 11:36:53THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT.
  
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING SHALL COMPLY WITH
 THE 5TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
 FIRE SPRINKLER WORK SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 13, 2010 EDITION.
  
 FIRE ALARM WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 72, 2010 EDITION.
  
 CONSTRUCTION WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 241, 2009 EDITION.
  
 FIRE EXTINGUISHERS SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 10, 2010 EDITION.
  
 ELECTRIC WORK SHALL COMPLY WITH NFPA 70, 2011 EDITION.
  
  
 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. THE SEPARATION AND OPENING PROTECTION BETWEEN THE
 PARKING GARAGE AND HOTEL SHALL BE IN ACCORDANCE AND
 COMPLIANCE WITH THE SPECIFIC AND MOST STRINGENT
 PROVISION REQUIREMENT OF EITHER CHAPTER.
  
 8. 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.
  
 PER NFPA 14 SECTION 7.12.2, HIGH-RISE BUILDINGS SHALL
 HAVE AT LEAST TWO REMOTELY LOCATED FIRE DEPARTMENT
 CONNECTIONS FOR EACH ZONE.
  
 DUE TO THE SIZE AND COMPLEXITY OF THE PROPOSED WATER
 SUPPLY CALCULATIONS, HYDRANT LOCATIONS, FIRE PUMPS(S),
 AND FIRE LOAD CALCULATIONS SHALL BE SUBMITTED TO ENSURE
 ADAQUATE PROTECTION.
  
 FOR THE PROPOSED FIRE PUMP(S) , WHAT IS(ARE) THE
 PRIMARY AND SECONDARY POWER SOURCES?
  
 9. 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.
  
 10. ALL EXIT DISCHARGE LOCATIONS SHALL BE CLEARLY
 ILLUSTRATED ON THE PLAN.
  
 11. ALL ILLUMINATED EXIT SIGNS AND EMERGENCY LIGHTING
 EQUIPMENT SHALL BE ILLUSTRATED ON THE PLAN.
  
 FOR THE PROSED EMERGENCY POWER GENERATOR(S), WHAT IS
 (ARE) THE PRIMARY AND SECONDARY POWER SOURCES?
  
 12. ALL ELEVATORS SHALL BE EQUIPPED WITH A REGION 7
 KEYWAY SYSTEM.
  
 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.
  
 13. 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.
  
 14. ALL FIRE DEPARTMENT SPRINKLER SYSTEM CONNECTIONS
 (FDC,S) FOR THE PROJECT SHALL BE IDENTIFIED AND
 COORDINATED WITH THE BUREAU OF FIRE PREVENTION.
  
 15. ALL FIRE WATER MAINS, SIZES AND THEIR VALVE
 ASSEMBLIES SHALL BE CLEARLY IDENTIFIED AND ILLUSTRATED
 ON THE PLAN.
  
 16. FOR EACH TOWER, THE FIRE COMMAND CENTER SHALL
 COMPLY WITH NFPA 72 AND SHALL CONTAIN THE FOLLOWING
 FEATURES:
  
 1. SHALL BE A MINIMUM OF 96 FT SQUARED WITH A MINIMUM
 DIMENSION OF 8 FT.
 2. THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.
 3. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
 ACCESS TO THE PUBLIC TELEPHONE SYSTEM
 4. 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
 5. A WORK TABLE.
 6. IF APPLICABLE, A HAZARDOUS MATERIAL MANAGEMENT PLAN
 FOR THE BUILDING.
 7. THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM
 CONTROL UNIT.
 8. ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF
 THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL
 9. STATUS INDICATORS AND CONTROLS FOR AIR DISTRIBUTION
 SYSTEMS.
 10. CONTROLS FOR UNLOCKING STAIRWAY DOORS
 SIMULTANEOUSLY
 11. SPRINKLER VALVE AND WATER FLOW DETECTOR DISPLAY
 PANELS
 12. EMERGENCY AND STANDBY POWER STATUS INDICATORS
 13. FIRE PUMP STATUS INDICATORS
 14. GENERATOR SUPERVISION DEVICES AND MANUAL START AND
 TRANSFER FEATURES.
 15. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED
 BY OTHER SECTIONS OF THIS CODE
 16. CONTROLS REQUIRED FOR SMOKE CONTROL
 17. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME
 A17.1.
 18. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR
 SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS
 PROVIDED
  
 16. MAINTAIN A MINIMUM RADIO SIGNAL STRENGTH OF 102.0
 DBM FOR THE RADIO SYSTEM USED BY WEST PALM BEACH FIRE
 RESCUE. IF THE MINIMUM CANNOT BE MAINTAINED, A
 BI-DIRECTIONAL AMPLIFIED SYSTEM SHALL BE INSTALLED WITH
 A MINIMUM 2-HOUR RUN TIME BATTERY BACK-UP.
  
 17. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 18. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
  
  
  
Review Stop L LANDSCAPING
Rev No 3 Status F Date 01-07-2016 Cont ID  
Sent By rcaranci Date 01-07-2016 Time 11:22 Rev Time 0.00
Received By rcaranci Date 01-07-2016 Time 11:22 Sent To  
Notes
2016-01-07 11:26:48PENDING FINAL CALCULATIONS OF PUBLIC AND PRIVATE OPEN
 SPACE AND TREE GRATE ADJUSTMENTS.
  
 FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: 550 QUADRILLE RESUBMITTAL 1/7
 JANUARY 7, 2016
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PLEASE PROVIDE AN OPEN SPACE DIAGRAM TO
 SHOW QUALIFIED OPEN SPACE AREAS FOR:
 ? PUBLIC OPEN SPACE: GARDEN PLAZA (LP-1). PLEASE
 INCLUDE APPLICABLE AREAS WITH SQUARE FOOTAGE BROKEN
 DOWN AS SEPARATE AREAS.
 ? PRIVATE OPEN SPACE: TERRACE AND ROOFTOP GARDENS
 (LP-2, 3 AND 4)
 AREAS ON LEVELS 6 AND 8 ARE ROOFTOP GARDENS, NOT
 TERRACES PER THE DEFINITIONS FOUND IN SECTION 94-109.
  
 2. NOT SATISFIED. PLEASE PROVIDE A DIAGRAM AND
 CALCULATIONS TO SHOW THE OPEN SPACE AREAS BY CATEGORY,
 AND PERCENTAGE OF VEGETATED AREA AND TREE CANOPY TO
 MEET THE REQUIREMENTS OF SECTION 94-109 TABLE IV-7.
 PUBLIC OPEN SPACE GARDEN PLAZA REQUIRES 50% VEGETATED
 AREA AND 50% TREE CANOPY AREA WITHIN THE OPEN SPACE.
 AREAS OUTSIDE THE AREA OF THE INDIVIDUAL PLAZA DO NOT
 APPLY. SEE FIGURE IV-18. THE CHART CAN BE CORRECTED TO
 REFLECT THESE FIGURES AND INCLUDE THE PERCENTAGES.
 1/6/16 THE REQUIRED PUBLIC OPEN SPACE IS BEING MET WITH
 THE SOUTHWEST PLAZA. THIS MAY BE A GARDEN PLAZA OR
 PLAZA. THE AREA SPECIFICALLY COUNTED TO MEET THE
 REQUIRED PUBLIC OPEN SPACE AS A PLAZA MUST ON ITS OWN
 MEET THE REQUIRED 25%VEGETATED AREA, 10% MINIMUM
 OVERHEAD COVER, AND 30% TREE CANOPY AREA. OTHER AREAS
 SHOULD NOT BE SHOWN ON THE DIAGRAM.
  
 AREAS ON LEVELS 6 AND 8 ARE ROOFTOP GARDENS PER THE
 DEFINITIONS FOUND IN SECTION 94-109, NOT TERRACES. THEY
 REQUIRE 30% VEGETATED AREA AND 20% TREE CANOPY. SEE
 FIGURE IV-23, AND AMEND THE OPEN SPACE CHART.
 1/6/16 THE OPEN SPACE DIAGRAM FOR THE PRIVATE OPEN
 SPACE ROOFTOP GARDENS MUST BE INCLUDED AND DELINEATE
 THE REQUIRED AREA, AND SHOW THE REQUIRED 30% VEGETATED
 AREA AND 20% TREE CANOPY WITHIN THAT AREA. OTHER AREAS
 SHOULD NOT BE SHOWN ON THE DIAGRAM.
  
 3. SATISFIED. PLEASE SHOW THE CALCULATIONS FOR TREE
 CANOPY BY SPECIES PER SECTION 94-109 TABLE IV-8.
  
 1. SATISFIED. PLEASE PROVIDE WATER NEEDS CATEGORY FOR
 EACH SPECIES ON THE PLANT LIST FROM THE SFWMD WATERWISE
 GUIDE TO SHOW COMPLIANCE WITH THE FLORIDA FRIENDLY
 LANDSCAPE CHART SECTION 94-446 (G).
  
 4. SATISFIED. PLEASE PROVIDE A TREE SURVEY AND TREE
 DISPOSITION PLAN INCLUDING THE CANOPY SIZES AND
 INDICATING WHETHER THE EXISTING TREES AND PALMS WILL BE
 PRESERVED, RELOCATED OR REMOVED.
  
 5. SATISFIED. STREET TREES LOCATED IN A SIDEWALK THAT
 IS ADJACENT TO A PERVIOUS LANDSCAPE AREA SHALL HAVE THE
 STRUCTURAL SOIL EXTENDED UNDER THE SIDEWALK TO MEET THE
 LANDSCAPE AREA IF THE DISTANCE BETWEEN THE 5 FOOT
 REQUIRED STRUCTURAL SOIL AND THE LANDSCAPE AREA IS LESS
 THAN 4 FEET. PLEASE SHOW THESE AREAS ON THE LANDSCAPE
 PLAN.
  
 6. SATISFIED. PLEASE SHOW SAFE SIGHT TRIANGLE AT
 VEHICLE ENTRANCES AND EXITS. THE ENTRANCES NEED TO BE
 ENGINEERED TO ALLOW ANY TREES AND SHRUBS AND
 GROUNDCOVER TO BE PLANTED IN ANY LANDSCAPE AREAS
 LOCATED ADJACENT TO THEM, AND STILL ALLOW SAFE SIGHT
 TRIANGLES TO BE CLEAR.
  
 7. SATISFIED. PLEASE INDICATE AND CLARIFY PLANTING
 AREAS FOR THE TREES ALONG QUADRILLE AND 5TH STREET, AS
 TREE GRATES AND STRUCTURAL SOIL IS NOT SHOWN. PLEASE
 SHOW LOCATIONS OF STRUCTURAL SOIL ON SHEET LP-1,
 EXTENDING 5 FEET IN ALL DIRECTIONS FROM THE TREE GRATE
 EXCEPT THE CURB.
  
 ADDITIONAL COMMENTS 11/18/15:
 8. SATISFIED. SOME CORRECTIONS TO THE TREE MITIGATION
 CHART ARE NEEDED. STAFF WOULD PREFER TO MEET WITH THE
 APPLICANT TO IDENTIFY THESE ISSUES AND FACILITATE
 CORRECTION.
  
 9. SATISFIED. PLEASE ADD STREET TREES ALONG THE SOUTH
 SIDE OF 5TH STREET.
  
 10. SATISFIED. PLEASE EXPLAIN WHY THE 28TH FLOOR
 TERRACE QUALIFIES AS PUBLIC OPEN SPACE. ALSO BREAK DOWN
 PROVIDED OPEN SPACE CATEGORIES AND IDENTIFY ON THE
 DIAGRAM. SOME AREAS ARE COUNTED AND OTHERS ARE NOT.
 THIS JUST NEEDS TO BE CLARIFIED. AREA HAS BEEN REMOVED
 FROM OPEN SPACE CALCULATIONS.
  
 11. SATISFIED. PLEASE PROVIDE A DETAIL OF THE LIVING
 WALL INCLUDING PLANTING DETAIL AND PLANT SPECIES.
  
 NOTE: TREE GRATES MAY BE DELETED ADJACENT TO SIDEWALK
 PLANTING AREAS, AND GREEN ISLAND FICUS EXTENDED AROUND
 TREES. NOT APPLICABLE TO AREAS ADJACENT TO ON STREET
 PARKING.
  
  
  
 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 2 Status F Date 11-19-2015 Cont ID  
Sent By rcaranci Date 11-19-2015 Time 13:01 Rev Time 0.00
Received By rcaranci Date 11-19-2015 Time 13:01 Sent To  
Notes
2015-11-19 13:04:00FROM: RAY CARANCI, LANDSCAPE PLANNER, 561-822-1462
 PROJECT: 550 QUADRILLE RESUBMITTAL 11/18
 NOVEMBER 18, 2015
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. NOT SATISFIED. PLEASE PROVIDE AN OPEN SPACE DIAGRAM
 TO SHOW QUALIFIED OPEN SPACE AREAS FOR:
 ? PUBLIC OPEN SPACE: GARDEN PLAZA (LP-1). PLEASE
 INCLUDE APPLICABLE AREAS WITH SQUARE FOOTAGE BROKEN
 DOWN AS SEPARATE AREAS.
 ? PRIVATE OPEN SPACE: TERRACE AND ROOFTOP GARDENS
 (LP-2, 3 AND 4)
 AREAS ON LEVELS 6 AND 8 ARE ROOFTOP GARDENS, NOT
 TERRACES PER THE DEFINITIONS FOUND IN SECTION 94-109.
  
 2. NOT SATISFIED. PLEASE PROVIDE A DIAGRAM AND
 CALCULATIONS TO SHOW THE OPEN SPACE AREAS BY CATEGORY,
 AND PERCENTAGE OF VEGETATED AREA AND TREE CANOPY TO
 MEET THE REQUIREMENTS OF SECTION 94-109 TABLE IV-7.
 PUBLIC OPEN SPACE GARDEN PLAZA REQUIRES 50%VEGETATED
 AREA AND 50% TREE CANOPY AREA WITHIN THE OPEN SPACE.
 AREAS OUTSIDE THE AREA OF THE INDIVIDUAL PLAZA DO NOT
 APPLY. SEE FIGURE IV-18. THE CHART CAN BE CORRECTED TO
 REFLECT THESE FIGURES AND INCLUDE THE PERCENTAGES.
 AREAS ON LEVELS 6 AND 8 ARE ROOFTOP GARDENS PER THE
 DEFINITIONS FOUND IN SECTION 94-109, NOT TERRACES. THEY
 REQUIRE 30% VEGETATED AREA AND 20% TREE CANOPY. SEE
 FIGURE IV-23, AND AMEND THE OPEN SPACE CHART.
  
 3. SATISFIED. PLEASE SHOW THE CALCULATIONS FOR TREE
 CANOPY BY SPECIES PER SECTION 94-109 TABLE IV-8.
  
 1. SATISFIED. PLEASE PROVIDE WATER NEEDS CATEGORY FOR
 EACH SPECIES ON THE PLANT LIST FROM THE SFWMD WATERWISE
 GUIDE TO SHOW COMPLIANCE WITH THE FLORIDA FRIENDLY
 LANDSCAPE CHART SECTION 94-446 (G).
  
 4. SATISFIED. PLEASE PROVIDE A TREE SURVEY AND TREE
 DISPOSITION PLAN INCLUDING THE CANOPY SIZES AND
 INDICATING WHETHER THE EXISTING TREES AND PALMS WILL BE
 PRESERVED, RELOCATED OR REMOVED.
  
 5. ONGOING. STREET TREES LOCATED IN A SIDEWALK THAT IS
 ADJACENT TO A PERVIOUS LANDSCAPE AREA SHALL HAVE THE
 STRUCTURAL SOIL EXTENDED UNDER THE SIDEWALK TO MEET THE
 LANDSCAPE AREA IF THE DISTANCE BETWEEN THE 5 FOOT
 REQUIRED STRUCTURAL SOIL AND THE LANDSCAPE AREA IS LESS
 THAN 4 FEET. PLEASE SHOW THESE AREAS ON THE LANDSCAPE
 PLAN.
  
 6. ONGOING. PLEASE SHOW SAFE SIGHT TRIANGLE AT VEHICLE
 ENTRANCES AND EXITS. THE ENTRANCES NEED TO BE
 ENGINEERED TO ALLOW ANY TREES AND SHRUBS AND
 GROUNDCOVER TO BE PLANTED IN ANY LANDSCAPE AREAS
 LOCATED ADJACENT TO THEM, AND STILL ALLOW SAFE SIGHT
 TRIANGLES TO BE CLEAR.
  
 7. NOT SATISFIED. PLEASE INDICATE AND CLARIFY PLANTING
 AREAS FOR THE TREES ALONG QUADRILLE AND 5TH STREET, AS
 TREE GRATES AND STRUCTURAL SOIL IS NOT SHOWN. PLEASE
 SHOW LOCATIONS OF STRUCTURAL SOIL ON SHEET LP-1,
 EXTENDING 5 FEET IN ALL DIRECTIONS FROM THE TREE GRATE
 EXCEPT THE CURB.
  
 ADDITIONAL COMMENTS 11/18/15:
 8. SOME CORRECTIONS TO THE TREE MITIGATION CHART ARE
 NEEDED. STAFF WOULD PREFER TO MEET WITH THE APPLICANT
 TO IDENTIFY THESE ISSUES AND FACILITATE CORRECTION.
  
 9. PLEASE ADD STREET TREES ALONG THE SOUTH SIDE OF 5TH
 STREET.
  
 10. PLEASE EXPLAIN WHY THE 28TH FLOOR TERRACE QUALIFIES
 AS PUBLIC OPEN SPACE. ALSO BREAK DOWN PROVIDED OPEN
 SPACE CATEGORIES AND IDENTIFY ON THE DIAGRAM. SOME
 AREAS ARE COUNTED AND OTHERS ARE NOT. THIS JUST NEEDS
 TO BE CLARIFIED.
 11. PLEASE PROVIDE A DETAIL OF THE LIVING WALL,
 INCLUDING PLANTING DETAILS AND PLANT SPECIES.
  
 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 09-08-2015 Cont ID  
Sent By rcaranci Date 09-08-2015 Time 12:00 Rev Time 0.00
Received By rcaranci Date 09-08-2015 Time 12:00 Sent To  
Notes
2015-09-08 12:01:35FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 550 QUADRILLE
 SEPTEMBER 8, 2015
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PLEASE PROVIDE AN OPEN SPACE DIAGRAM TO SHOW
 QUALIFIED OPEN SPACE AREAS FOR:
 ? PUBLIC OPEN SPACE: GARDEN PLAZA (LP-1)
 ? PRIVATE OPEN SPACE: TERRACE AND ROOFTOP GARDENS
 (LP-2, 3 AND 4)
  
 2. PLEASE PROVIDE A DIAGRAM AND CALCULATIONS TO SHOW
 THE OPEN SPACE AREAS BY CATEGORY, AND PERCENTAGE OF
 VEGETATED AREA AND TREE CANOPY TO MEET THE REQUIREMENTS
 OF SECTION 94-109 TABLE IV-7.
  
 3. PLEASE SHOW THE CALCULATIONS FOR TREE CANOPY BY
 SPECIES PER SECTION 94-109 TABLE IV-8.
  
 1. PLEASE PROVIDE WATER NEEDS CATEGORY FOR EACH SPECIES
 ON THE PLANT LIST FROM THE SFWMD WATERWISE GUIDE TO
 SHOW COMPLIANCE WITH THE FLORIDA FRIENDLY LANDSCAPE
 CHART SECTION 94-446 (G).
  
 4. PLEASE PROVIDE A TREE SURVEY AND TREE DISPOSITION
 PLAN INCLUDING THE CANOPY SIZES AND INDICATING WHETHER
 THE EXISTING TREES AND PALMS WILL BE PRESERVED,
 RELOCATED OR REMOVED.
  
 5. STREET TREES LOCATED IN A SIDEWALK THAT IS ADJACENT
 TO A PERVIOUS LANDSCAPE AREA SHALL HAVE THE STRUCTURAL
 SOIL EXTENDED UNDER THE SIDEWALK TO MEET THE LANDSCAPE
 AREA IF THE DISTANCE BETWEEN THE 5 FOOT REQUIRED
 STRUCTURAL SOIL AND THE LANDSCAPE AREA IS LESS THAN 4
 FEET. PLEASE SHOW THESE AREAS ON THE LANDSCAPE PLAN.
  
 6. PLEASE SHOW SAFE SIGHT TRIANGLE AT VEHICLE ENTRANCES
 AND EXITS. THE ENTRANCES NEED TO BE ENGINEERED TO ALLOW
 ANY TREES AND SHRUBS AND GROUNDCOVER TO BE PLANTED IN
 ANY LANDSCAPE AREAS LOCATED ADJACENT TO THEM, AND STILL
 ALLOW SAFE SIGHT TRIANGLES TO BE CLEAR.
  
 7. PLEASE INDICATE AND CLARIFY PLANTING AREAS FOR THE
 TREES ALONG QUADRILLE AND 5TH STREET, AS TREE GRATES
 AND STRUCTURAL SOIL IS NOT SHOWN.
  
  
  
  
 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 F Date 09-11-2015 Cont ID  
Sent By ssamuels Date 09-11-2015 Time 12:50 Rev Time 0.00
Received By ssamuels Date 09-11-2015 Time 12:50 Sent To  
Notes
2015-09-11 12:57:25SEAN SAMUELS
 PARKING DEPARTMENT
 561-822-1507
 Z - 15080039
  
 PLEASE PROVIDE NUMBER OF HANDICAP SPACES NEEDED FOR THE
 PROJECT.
 PARKING SPECIFICATION IS REQUIRED PER CITY OF WEST PALM
 BEACH CODE.
 ON - STREET METERS REMOVAL COST DETAIL :
  
 CITY OF WEST PALM BEACH
 PARKING ADMINISTRATION DEPARTMENT
 500 BANYAN BLVD.,
 WEST PALM BEACH
 FL, 33401
  
 METER AND METER HOOD
  
 REMOVAL OF ON ? STREET METERED PARKING SPACE OR SPACES,
 WILL COST A FEE AS ESTABLISH BY THE PARKING
 ADMINISTRATOR. ALL PAYMENT WILL BE REQUIRED TO BE MADE
 TO THE PARKING DEPARTMENT.
  
 FEE:
  
 METER PERMANENT REMOVED - COST - $16,800 PER METER
  
 METER TEMPORARY REMOVED - COST - $100 PER REMOVE /
 REPLACED
  
 METER HOOD RENTAL PER ZONE
  
 ZONE A ------------------------ $350 PER MONTH / PER
 METER
  
 ZONE B ________________ $250 PER MONTH / PER METER
  
 ZONE C ------------------------ $ 150 PER MONTH / PER
 METER
  
 METER HOOD RENTAL PER DAY
  
 ZONE A ------------------------ $20 PER DAY / PER METER
 (INCLUDED SUNDAY AND HOLIDAY)
  
 ZONE B ________________ $ 15 PER MONTH / PER METER
  
 ZONE C ------------------------ $ 10 PER MONTH / PER
 METER
  
  
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 PU PUBLIC UTILITIES
Rev No 1 Status P Date 06-28-2016 Cont ID  
Sent By lle Date 06-28-2016 Time 12:55 Rev Time 0.00
Received By lle Date   Time   Sent To  
Notes
2016-06-28 07:56:29THIS IS A CONCEPTUAL LEVEL REVIEW OF WATER AND SEWER
 PLANS. ADDITIONAL COMMENTS ARE EXPECTED WHEN FULL
 DRAWINGS ARE SUBMITTED FOR ENGINEERING DEVELOPMENT
 APPROVAL. THE FOLLOWING COMMENTS INCLUDE THOSE
 DISCUSSED AT THE JUNE 6, 2016 PRE-ENGINEERING
 COORDINATION MEETING:
  
 PASSED WITH CONDITIONS FOR FOUNDATION PERMIT, SEE
 BELOW:
  
 1. PLEASE FIELD VERIFIY ALL WATER AND SEWER SERVICES
 PRIOR TO DEMOLITION. CUT AND CAP ALL INACTIVE SERVICES
 AND MAINS AT THE PROPERTY LINE FOR DEMOLITION PHASE.
 PERMANENT ABANDONMENT ARE TO BE CUT AND CAP AT THE
 MAINS. INACTIVE PIPELINES LARGER THAN 2" DIAMETER WILL
 BE REMOVED.
 2. PLEASE PROVIDE CCTV OF THE EXIST SANITARY SEWER ON
 5TH STREET
 3. THERE ARE ACTIVE WATER SERVICE CONNECTIONS ON THE
 NORTH SIDE OF 5TH STREET. THE EXISTING WATER MAIN ON
 5TH STREET IS TO BE REMAINED ACTIVE UNTIL THE NEW
 12-INCH WATER MAIN IS ACTIVATED AND RELEASED FOR NEW
 CONNECTIONS.
  
 GENERAL:
 1. RESEARCH AND OBTAIN ALL UTILITY FRANCHISE
 INFORRMATION WITHIN PROJECT LIMITS.
 2. PLEASE ADD EXISTING DRAINAGE INFORMATION.
 3. PLEASE SHOW ALL EXISTING UTILITIES (SERVICES AND
 MAIN LINES), CONFLICTS, AND CROSSINGS.
 4. OBTAIN SOFTDIGS TO CONFIRM VERTIVAL AND HORIZONTAL
 CLEARANCE AT UTILITY CROSSINGS BETWEEN PROPOSED AND
 EXISTING UTILITIES.
 5. PLEASE PROVIDE MEP CALCULATION (AVERAGE AND PEAK) TO
 SUPPORT METER SIZE SELECTION. PLEASE PROVIDE FIRE
 DEMAND.
 6. PLEASE PROVIDE WASTEWATER DEMAND (AVERAGE AND PEAK).
 7. PLEASE CALL OUT THE POINT OF SERVICE (WATER AND
 SEWER).
 8. PLEASE PROVIDE FIRE HYDRANT FLOW TEST DATA USED FOR
 DESIGN.
 9. PLEASE PROVIDE 5 FEET MINIMUM HORIZONTAL SEPARATION
 BETWEEN PROPOSED PIPELINES/STRUCTURES AND EXISTING
 WATER AND SEWER MAINS TO FACILITATE FURTURE
 MAINTENANCE/REPAIRS.
 10. PLEASE CALL OUT PRIVATE FACILITIES (FIRE HYDRANTS,
 ETC.), IF APPLICABLE.
 11. PLEASE MOVE THE PROPOSED DDCV, REDUCER ASSEMBLY,
 AND METER VAULT ADJACENT TO THE ROADWAY R/W.
 12. PLEASE MOVE THE PROPOSED CLEAN-OUTS ADJACENT TO THE
 ROADWAY R/W.
 13. PLEASE PROVIDE ENGINEERING CALCULATION FOR THE
 PROPOSED 12-INCH WM SIZING ON 5TH STREET. THE CITY'S
 SPECS CALLS FOR THE USE OF GATE VALVE, NOT BUTTERFLY
 VALVE.
 14. PLEASE PROVIDE ENGINEERING CALCULATION FOR THE
 PROPOSED 10-INCH GRAVITY MAIN SIZING ON 5TH STREET.
 15. PLEASE ADD THE PROFILE FOR THE PROPOSED 12-INCH
 WATER AND 10-INCH SANITARY SEWER MAINS ON 5TH STREET.
 16. CCTV RECORD (VIDEO AND TV LOG) OF THE PROPOSED SAN
 SEWER MAIN (FULLLENGTH FROMMH TO MH) AND SERVICES
 WITHIN THE ROADWAY R/W WILL BE REQUIRED AS PART OF THE
 PROJECT CLOSE-OUT SUBMITTAL.
 17. PLEASE INCLUDE APPLICABLE CITY OF WEST PALM BEACH
 STANDARD WATER AND SEWER DETAILS TO THE DETAILS SHEET
 (PIPE THRUST RESTRAINTTABLE, ETC). CONTACT THE
 ENGINEERING SERVICES DEPARTMENT (561) 494-1040 FOR THE
 LATEST REVISED DETAILS.
 18. THE CITY IS EVALUATING IMPACTS TO THE WATER AND
 SEWER SYSTEMS DUE TO INCREASED DEMAND.
  
 LAURA LE
 PUBLIC UTILITIES ENGINEER
 561-494-1093
 [email protected]
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 09-08-2015 Cont ID  
Sent By cranford Date 09-08-2015 Time 13:54 Rev Time 0.00
Received By cranford Date 09-08-2015 Time 13:54 Sent To  
Notes
2015-09-08 13:54:05SEE COMMENTS UNDER ENG PPRC.
Review Stop STORM STORMWATER
Rev No 1 Status P Date 09-08-2015 Cont ID  
Sent By cranford Date 09-08-2015 Time 13:54 Rev Time 0.00
Received By cranford Date 09-08-2015 Time 13:54 Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 1 Status P Date 09-08-2015 Cont ID  
Sent By cranford Date 09-08-2015 Time 13:55 Rev Time 0.00
Received By cranford Date 09-08-2015 Time 13:55 Sent To  
Notes
***NONE***
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date 12-11-2015 Cont ID  
Sent By   Date 12-11-2015 Time   Rev Time 0.00
Received By bcollins Date 12-11-2015 Time 12:59 Sent To  
Notes
2015-12-11 12:57:51PASSED SUBJECT TO RIGHT TURN LANE AT SITE ENTRANCE ON
 QUADRILLE AND SIGNAL WARRANT STUDY AT 4TH/QUADRILLE
  
  
 1.DATA INDICATES THAT A NORTHBOUND RIGHT TURN LANE ON
 QUADRILLE AT 4TH STREET IS WARRANTED. HOWEVER, THERE IS
 INADEQUATE RIGHT OF WAY TO CONSTRUCT THIS LANE.
 2. A RIGHT TURN LANE IS NEEDED AT THE SITE ENTRANCE ON
 QUADRILLE.
 3. BASED ON THE TRAFFIC DATA, THE LEFT TURN MOVEMENT
 FROM 4TH STREET TO SOUTHBOUND QUADRILLE MAY EXPERIENCE
 SIGNIFICANT DELAYS IN THE PM PEAK. A SIGNAL WARRANT
 ANALYSIS SHOULD BE PERFORMED AT THIS LOCATION. SIGHT
 DISTANCE FROM 4TH STREET TO THE NORTH ON QUADRILLE
 SHOULD BE MEASURED AS PART OF THE ANALYSIS AS THE ROAD
 CURVES JUST NORTH OF 4TH STREET..
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 11-17-2015 Cont ID  
Sent By   Date 11-17-2015 Time   Rev Time 0.00
Received By bcollins Date 11-17-2015 Time 13:40 Sent To  
Notes
2015-11-17 14:01:36SUBMITTED TRAFFIC GENERATION STATEMENT ADDRESSES PB
 COUNTY CONCURRENCY REQUIREMENTS, BUT DOES NOT EVALUATE
 KEY INTERSECTIONS ADJACENT TO THE PROPERTY -
 QUADRILLE/DIXIE, QUADRILLE/4TH, DIXIE/4TH,
 QUADRILLE/SITE ENTRANCE. THE IMPACT OF APPROVED
 DEVELOPMENTS THAT WOULD IMPACT THIS AREA NEEDS TO BE
 INCLUDED. IT SHOULD BE NOTED THAT THIS SITE IS
 PROJECTED TO GENERATE OVER 6,000 VEHICLES/DAY, AND 725
 PM PEAK HOUR TRIPS. A TRAFFIC IMPACT STUDY, SIMILAR TO
 STUDIES PREPARED FOR NEARBY PROJECTS, NEEDS TO BE
 SUBMITTED.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 09-08-2015 Cont ID  
Sent By cranford Date 09-08-2015 Time 13:55 Rev Time 0.00
Received By cranford Date 09-08-2015 Time 13:55 Sent To  
Notes
2015-09-08 13:55:22SEE COMMENTS UNDER ENG PPRC.
Review Stop Z ZONING
Rev No 2 Status F Date 11-19-2015 Cont ID  
Sent By aaponte Date 11-19-2015 Time 11:40 Rev Time 0.00
Received By aaponte Date 10-28-2015 Time 10:39 Sent To  
Notes
2015-11-19 11:40:102ND REVIEW - ISSUED 11/19/15
 1. ACTIVE USES ARE REQUIRED ALONG DIXIE HWAY AND
 QUADRILLE BOULEVARD. NUMBERS ON TABLE DO NOT MATCH
 DIAGRAMS. WHAT ARE THE USES PROPOSED ON LINER AREAS
 ABOVE FIRST FLOOR? ACTIVE USES ON QUADRILLE ARE NOT
 SHOWN ON FLOOR PLANS. NOT SATISFIED- THE PERCENTAGE OF
 ACTIVE USES ON QUADRILLE BLVD. (FLOORS 1-5), AND DIXIE
 HWAY (FLOORS 2-5) DO NOT COMPLY WITH THE CODE. ACTIVE
 USES ARE MEASURED AS A PERCENTAGE OF THE BUILDABLE
 FRONTAGE, AND BUILDABLE FRONTAGE IS THE LINE GENERALLY
 PARALLEL TO THE ROAD. THE BUILDING IS DESIGNED WITH
 BUILDING FRONTAGES THAT ARE NOT PARALLEL TO THE ROAD,
 BUT THE PERCENTAGE SHALL BE CALCULATED PARALLEL AND THE
 BUILDING FRONTAGE MEASUREMENT SHALL BE EXTENDED FOR THE
 PURPOSES OF CALCULATING THE COMPLIANCE WITH THE CODE.
 2. PROPOSED DROP-OFF AREA ALONG DIXIE HWAY IS
 NEGATIVELY IMPACTING THE PEDESTRIAN ENVIRONMENT ALONG
 DIXIE HWAY. ACTIVE USES SHALL BE PLACED DIRECTLY ON THE
 BUILDING FRONTAGE AND NOT BEHIND A DROP-OFF AREA.-
 SATISFIED.
 3. REQUIRED PUBLIC OPEN SPACE SHALL BE PROVIDED
 ADJACENT TO A BUILDING ENTRANCE AND CONSOLIDATED INTO
 ONE SINGLE SPACE. OPEN SPACE SHOWN ON SHEET AO.O1 DOES
 NOT QUALIFY AS OPEN SPACE. - SATISFIED- PLEASE ADJUST
 CURRENT GRAPHIC TO IDENTIFY PROPOSED PLAZA AT QUADRILLE
 BLVD AND 4TH ST. AS THE REQUIRED PUBLIC OPEN SPACE. SEE
 LANDSCAPE COMMENTS FOR MORE DETAIL ON SPECIFIC
 CALCULATIONS.
 4. PLEASE CONFIRM COMPLIANCE WITH CONDITIONAL SETBACKS
 ALONG QUADRILLE BLVD AND DIXIE HWAY. CONDITIONAL
 SETBACK ABOVE 3RD FLOOR (50?) IS 31' FOR AVENUES AND
 27' FOR DIXIE HWAY AND SECONDARY STREETS. AN ADDITIONAL
 66' SETBACK IS REQUIRED ABOVE 7TH FLOOR (110') ON DIXIE
 HWAY. NOT SATISFIED - THE CONDITIONAL SETBACKS FOR
 DIXIE HWAY AND 4TH STREET ARE SATISFIED. THE
 CONDITIONAL SETBACK FOR QUADRILLE BLVD IS NOT SATISFIED
 AS THE SETBACK SHALL BE MEASURED FROM THE BACK OF THE
 NEW DECELERATION LANE. ASSOCIATED WITH THIS COMMENT IS
 THE NON-COMPLIANCE FOR THE ACTIVE USE REQUIREMENT ALONG
 QUADRILLE BLVD. IF THE QUADRILLE BLVD FRONTAGE COMPLIES
 WITH THE ACTIVE USE PERCENTAGE THE CONDITIONAL SETBACK
 IS NOT APPLICABLE AS THE BUILDING SETBACKS MORE THAN
 THE 31? ON THE NORTHERN PORTION.
 5. STREETSCAPE DESIGN ALONG QUADRILLE BOULEVARD SHALL
 BE CONSISTENT WITH THE SOUTH CORRIDOR. FURTHER
 DISCUSSION NECESSARY. - SATISFIED - PLEASE PROVIDE A
 HARDSCAPE DRAWING. IT IS DIFFICULT TO IDENTIFY THE
 SIDEWALK LOCATION IN THE LANDSCAPE DRAWINGS.
 6. PLEASE INDICATE EXISTING ON-STREET PARKING AND
 PROPOSED RECONFIGURATION. - SATISFIED - 12 SPACES ARE
 REMOVED AND APPLICANT WILL NEGOTIATE PAYMENT DURING
 BUILDING PERMIT PROCESS.
 7. PLEASE INCLUDE INFORMATION TO CONFIRM COMPLIANCE
 WITH AVERAGE AND MINIMUM UNIT SIZE. - SATISFIED -
 PLEASE ADD SF FOR EACH UNIT AND AVERAGE UNIT SIZE FOR
 THE PROJECT TO THE TABLE ON SHEET A0.05.
 8. ADDITIONAL COMMENTS:
 A. INDICATE EXISTING CURB LINE, PROPOSED CURB LINE IF
 CHANGED, AND SETBACK LINE IN ALL FLOOR PLANS AND
 ELEVATIONS. NOT SATISFIED - SHEET 5 ON CIVIL DRAWINGS
 INDICATES THE CURB ON THE WESTERN PORTION OF 4TH STREET
 IS MOVED SOUTH. THE CENTER LINE IS ALSO MOVE AND THE
 RESULTING EASTBOUND TRAVEL LANE IS ONLY 9-. PLEASE
 DISCUSS WITH THE TRAFFIC ENGINEER.
 B. PLEASE CREATE AN FAR TABLE, INCLUDE THE AMOUNT OF
 TDRS ALREADY ON SITE. NOT SATISFIED- PLEASE INCLUDE IN
 THE FAR CALCULATION THE AMOUNT OF TDR CURRENTLY
 EXISTING IN THE SITE AND INDICATE THE RESULTING TDRS
 LEFT FOR RE-TRANSFER. TDRS ALREADY TRANSFERRED TO THE
 SITE ? 416,636SF. PROPOSED GSF =794,511SF. TDRS NEEDED
 = 383,655SF. TDRS LEFT FOR RE-TRANSFER = 32,981SF.
 C. PLEASE PROVIDE MORE DETAIL INFORMATION ON GREEN WALL
 TREATMENT FOR PARKING GARAGE. -NOT SATISFIED - PARKING
 FLOOR PLANS DO NOT SHOW ANY SPACE DEDICATED FOR
 PLANTERS TO GROW ANY LIVE MATERIAL. IF THE GROWING
 MEDIUM IS CONTAINED IN THE SCREENING SYSTEM PLEASE
 PROVIDE DETAILS ON THE PROPOSED SYSTEM, INCLUDING
 IRRIGATION SYSTEM. LANDSCAPE DRAWINGS DO NOT INCLUDE
 ANY INFORMATION ON PROPOSED PLANT MATERIAL FOR THE
 PARKING SCREENING.
 9. FOR DAC SPECIAL REVIEW:
 A. DETAILED COLORED ELEVATION WITH CALL OUT MATERIALS
 AND PICTURES OF REFERENCES WILL BE NEEDED. SATISFIED.
 B. FOR DAC SPECIAL REVIEW, STREET ELEVATIONS WITH
 BUILDING INSERTED IN CONTEXT WILL BE NEEDED.
 RELATIONSHIP WITH HISTORIC BUILDINGS ON NORTH SIDE OF
 PROPERTY. NOT SATISFIED- PLEASE VERIFY THE ADJACENT
 BUILDINGS ARE DEPICTED ACCURATELY. THE EXISTING
 COURTHOUSE BUILDING IS APROX. 154' IN HEIGHT (EMPORIUS
 WEB SITE)BUT IT IS SHOWN IN THE CONTEXTUAL ELEVATION AT
 LEVEL 8 (92').
 C. STREET LEVEL RENDERINGS. SATISFIED.
 10. CURB CUTS ARE SHOWN ON CIVIL DRAWING SHEET 5 WITH A
 GRADE DIFFERENCE TO THE SIDEWALK. PLEASE ADJUST TO
 ENSURE THE SIDEWALK LEVEL IS MAINTAINED AT THE CURB CUT
 CROSSINGS. ADJUST THE DETAIL ON SHEET 7 IF NECESSARY.
 11. SHEET 9 ON CIVIL DRAWINGS INDICATE A GRADE
 DIFFERENCE BETWEEN THE CURB AND THE BUILDING FRONTAGE
 ON DIXIE AND 4TH STREET THAT REQUIRED STEPS. THOSE
 STEPS ARE NOT INDICATED IN ANY OTHER DRAWINGS (FLOOR
 PLANS OR LANDSCAPE) PLEASE INDICATE HOW THAT GRADE
 DIFFERENCE IS TREATED. THE STEPS SHALL NOT BE LOCATED
 WITHIN THE MINIMUM REQUIRED SETBACK AREA. PLEASE
 PROVIDE A HARDSCAPE PLAN.
 12. PLEASE CONFIRM THE PROPOSED RELOCATION OF THE BUS
 SHELTER ADJACENT TO THE DECELERATION LANE IS ACCEPTABLE
 BY PALM TRAN.
 13. DIXIE HWAY ELEVATION DOES NOT INDICATE THE
 EXISTENCE OF ANY ACTIVE USES ABOVE THE 2ND STORY AS IT
 IS SHOWN IN THE FLOOR PLANS. PLEASE CONFIRM VIABILITY
 OF PROPOSED USE ACCESSIBLE EXCLUSIVELY THROUGH THE
 PARKING GARAGE.
 14. 5TH STREET SHALL INCLUDE STREET TREES ALONG THE
 CURB LINE ON THE SOUTH SIDE AND IF POSSIBLE ON THE
 NORTH SIDE.
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 09-09-2015 Cont ID  
Sent By aaponte Date 09-09-2015 Time 13:16 Rev Time 0.00
Received By aaponte Date 09-09-2015 Time 13:16 Sent To  
Notes
2015-09-09 13:17:02- ACTIVE USES ARE REQUIRED ALONG DIXIE HWAY AND
 QUADRILLE BOULEVARD. NUMBERS ON TABLE DO NOT MATCH
 DIAGRAMS. WHAT ARE THE USES PROPOSED ON LINER AREAS
 ABOVE FIRST FLOOR? ACTIVE USES ON QUADRILLE ARE NOT
 SHOWN ON FLOOR PLANS.
 - PROPOSED DROP-OFF AREA ALONG DIXIE HWAY IS NEGATIVELY
 IMPACTING THE PEDESTRIAN ENVIRONMENT ALONG DIXIE HWAY.
 ACTIVE USES SHALL BE PLACED DIRECTLY ON THE BUILDING
 FRONTAGE AND NOT BEHIND A DROP-OFF AREA.
 - REQUIRED PUBLIC OPEN SPACE SHALL BE PROVIDED ADJACENT
 TO A BUILDING ENTRANCE AND CONSOLIDATED INTO ONE SINGLE
 SPACE. OPEN SPACE SHOWN ON SHEET AO.O1 DOES NOT QUALIFY
 AS OPEN SPACE.
 - PLEASE CONFIRM COMPLIANCE WITH CONDITIONAL SETBACKS
 ALONG QUADRILLE BLVD AND DIXIE HWAY. CONDITIONAL
 SETBACK ABOVE 3RD FLOOR (50?) IS 31 FOR AVENUES AND 27?
 FOR DIXIE HWAY AND SECONDARY STREETS. AN ADDITIONAL 66?
 SETBACK IS REQUIRED ABOVE 7TH FLOOR (110?) ON DIXIE
 HWAY.
 - STREETSCAPE DESIGN ALONG QUADRILLE BOULEVARD SHALL BE
 CONSISTENT WITH THE SOUTH CORRIDOR. FURTHER DISCUSSION
 NECESSARY.
 - PLEASE INDICATE EXISTING ON-STREET PARKING AND
 PROPOSED RECONFIGURATION.
 - PLEASE INCLUDE INFORMATION TO CONFIRM COMPLIANCE WITH
 AVERAGE AND MINIMUM UNIT SIZE.
 ADDITIONAL COMMENTS:
 - INDICATE EXISTING CURB LINE, PROPOSED CURB LINE IF
 CHANGED, AND SETBACK LINE IN ALL FLOOR PLANS AND
 ELEVATIONS.
 - PLEASE CREATE AN FAR TABLE, INCLUDE THE AMOUNT OF
 TDRS ALREADY ON SITE.
 - PLEAS PROVIDE MORE DETAIL INFORMATION ON GREEN WALL
 TREATMENT FOR PARKING GARAGE.
 - FOR DAC SPECIAL REVIEW:
 O DETAILED COLORED ELEVATION WITH CALL OUT MATERIALS
 AND PICTURES OF REFERENCES WILL BE NEEDED.
 O FOR DAC SPECIAL REVIEW, STREET ELEVATIONS WITH
 BUILDING INSERTED IN CONTEXT WILL BE NEEDED.
 RELATIONSHIP WITH HISTORIC BUILDINGS ON NORTH SIDE OF
 PROPERTY.
 O STREET LEVEL RENDERINGS.
  
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