Plan Review Details - Project Z21040018
Plan Review Stops For Project Z21040018
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 05-12-2021 Cont ID  
Sent By scwelter Date 05-12-2021 Time 10:23 Rev Time 0.00
Received By scwelter Date   Time   Sent To  
Notes
2021-05-12 10:24:57PUBLIC ART REQUIREMENT:
 IF TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE
 OVER $500,000 IT WILL BE SUBJECT TO THE PUBLIC ART
 REQUIREMENT AS PER CITY ORDINANCE.
 SECTION 78-129: ALL PRIVATE DEVELOPMENT PROJECTS,
 INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR
 IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL
 CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000 ARE SUBJECT TO THE PUBLIC ART REQUIREMENT.
 OPTION 1: INSTALL ARTWORK ON THE DEVELOPMENT SITE
 VALUED IN AN AMOUNT NOT LESS THAN ONE PERCENT OF THE
 TOTAL CONSTRUCTION COSTS; OR
 OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO 75 PERCENT OF
 ONE PERCENT OF THE TOTAL CONSTRUCTION COSTS FOR DEPOSIT
 TO THE PUBLIC ART ACCOUNT.
 A COMPLETED PUBLIC ART ASSESSMENT APPLICATION IS
 REQUIRED AT TIME OF BUILDING PERMIT SUBMITTAL.
  
 PLEASE CONTACT SYBILLE WELTER AT [email protected] OR
 561.822.1521 TO OBTAIN AN APPLICATION AND REVIEW THE
 REQUIREMENTS.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 05-12-2021 Cont ID  
Sent By rbrown Date 05-12-2021 Time 19:46 Rev Time 0.00
Received By rbrown Date 05-12-2021 Time 19:46 Sent To  
Notes
2021-05-12 19:56:08DEVELOPMENT 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. 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.
  
 3. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND
 OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT,
 COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF
 OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF
 CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE
 VERIFIED.
  
 4. 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.
  
 5. EGRESS FROM LEVEL 7 RESIDENT'S LOUNGE AND LIBRARY.
 SHEET A 1.04 DOES NOT CURRENTLY SHOW EGRESS DOORS FROM
 THE RESIDENT'S LOUNGE OR LIBRARY. WHEN SUBMITTED FOR
 PERMIT THE PLANS SHALL SHOW AT LEAST TWO MEANS OF
 EGRESS FROM THE RESIDENT'S LOUNGE AND ONE MEANS OF
 EGRESS FROM THE LIBRARY.
  
 6. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
 GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
 OTHER FIRE SUPPRESSION SYSTEMS, GREASE INTERCEPTORS,
 SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.
  
 7. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 8. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
 9. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION
 OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING,
 CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT
 (561) 805 6659, OR BY EMAIL: [email protected]
  
 10. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
 TO ART IN PUBLIC PLACES (AIPP) ASSESSMENT. FOR ADVICE
 ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP
 ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC
 PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
 [email protected]
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 06-25-2021 Cont ID  
Sent By rrossano Date 06-25-2021 Time   Rev Time 0.00
Received By rrossano Date 06-25-2021 Time   Sent To  
Notes
2021-06-25 07:57:13PASSED WITH PROVISOS:
  
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 (561) 494-1098, [email protected]
 PLEASE UPDATE STANDARD DETAIL GS-1 AND GS-2. CONTACT
 [email protected] FOR CAD FILES.
 PLEASE LABEL WHAT WILL HAPPEN WITH THE EXISTING
 SANITARY LATERALS COMING OFF THE VCP SANITARY LINE THAT
 IS TO BE REMOVED FROM CLEARWATER DR. (IF ACTIVE
 SERVICES, RECONNECT; IF LARGER THAN 2 IN. REMOVE, ETC).
 ALSO PLEASE SHOW THOSE ADJACENT SERVICE ADDRESSES.
  
 MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR, CITY OF
 WPB PUBLIC UTILITIES 561-822-2262 [email protected]
 -PROPOSED IRRIGATION BACKFLOW ASSEMBLY SHOULD NOT BE
 LOCATED IN UTILITY EASEMENT. PLEASE ADJUST UTILITY
 EASEMENT BOUNDARIES AT FORMAL ENGINEERING SUBMITTAL.
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 05-11-2021 Cont ID  
Sent By rrossano Date 05-11-2021 Time   Rev Time 0.00
Received By rrossano Date 05-11-2021 Time   Sent To  
Notes
2021-05-11 07:59:06COMMENTS PER RICK ROSSANO, PROJ. COORD. WPB ENG.
 SERVICES, [email protected], 561-494-1098:
  
 1. THE CITY OF WEST PALM BEACH HAS A NUMBER OF
 REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY
 AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND
 WASTEWATER UTILITIES WITHIN THE CITY. TO VIEW
 DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AND OTHER
 ENGINEERING RELATED DOCUMENTS, CLICK HERE OR GO TO: HTT
 PS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-FOR
 MS-PERMITS-AND-APPLICATIONS .
 2. CODE OF ORDINANCES, CITY OF WEST PALM BEACH,
 FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED
 SEPT. 22, 2008. (SUPPLEMENT NO. 18) CHAPTER 90
 UTILITIES, ARTICLE I. SEC. 90-7.
 POLICY REGARDING EXTENSION OF WATER OR SEWER SERVICE
 FACILITIES OF THE CITY:
 THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE
 CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY
 BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS,
 BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION.
 3. AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR
 MORE INFORMATION, CLICK HERE OR GO TO: HTTPS://WWW.WPB.
 ORG/GOVERNMENT/ENGINEERING/ENGINEERING-FORMS-PERMITS-AN
 D-APPLICATIONS .
 4. PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY
 OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC
 RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF
 YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE
 MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL
 IN THE WPB ENGINEERING SERVICES DEPARTMENT AT
 [email protected] OR 561-494-1040 FOR FURTHER
 ASSISTANCE.
 5. PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS
 OF ALL WATER, STORMWATER, AND SANITARY AND SEWER LINES,
 INCLUDING STUBS TO EACH PROPERTY LINE FOR WATER AND
 SANITARY SEWERS, THE MAKE AND MODEL OF ALL VALVES,
 METERS, AND OTHERS DEVICES TO BE INSTALLED ON THE
 SYSTEM, CATCH BASINS, CULVERTS, DITCHES INCLUDING
 GRADES, PIPES SIZES, MATERIALS, ELEVATIONS,
 ASSUMPTIONS, CALCULATIONS, INVERT ELEVATIONS FOR ALL
 INLETS AND MANHOLES AND PROFILES OF SANITARY SEWER
 LINES. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW. DIRECTION OF FLOW SHALL BE SHOWN ON PLAN
 VIEW ON PLAN VIEW FOR ALL SANITARY AND STORM SEWERS.
 PLEASE SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL. ADDITIONALLY, PLAN VIEW SHALL SHOW ALL
 EXISTING AND PROPOSED UNDERGROUND UTILITY LAYOUT,
 INCLUDING FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
 TELECOMMUNICATION FACILITIES LOCATED ON THE
 RIGHT-OF-WAY. PROVIDE PROFILE AND CLEARANCES AT ALL
 UTILITY CROSSINGS.
 6. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 ROW.
 7. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
 8. PROVIDE CALCULATIONS ON PLANS OF EXISTING AND
 PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM
 AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS SHALL BE
 PER FAC 64E-8 FOR WATER AND PER FAC 64-E.008 FOR SEWER.
 9. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29).
 10. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER ALONG ENTIRE PROJECT FRONTAGE.
 11. PLEASE ADD NOTE TO PLANS SPECIFYING CITY?S
 DOWNSTREAM LIFT STATION NUMBER.
 12. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
 13. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 14. PLEASE LABEL WATER LINES AS PRIVATE WHERE
 APPLICABLE.
 15. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION.
 16. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING
 PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT
 HIM AT 561-494-2262 OR [email protected]
 17. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS
 FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 WITH THE BUILDING MOVING, IT CHANGED THE WATER SERVICES
 SIGNIFICANTLY.
 -PLEASE ADD ADDITIONAL ENLARGED DETAIL FOR THE
 RELOCATED 6 INCH METER, 2 INCH METER, AND ASSOCIATED
 BACKFLOW ASSEMBLIES TO THE WATER PLAN. CAN BE ON A
 SEPARATE SHEET IF NEEDED. LABEL ALL THE PARTS AND
 PIPING NEAR THE TEE.
  
 -BACKFLOW ASSEMBLIES CANNOT BE LOCATED IN PROPOSED
 UTILITY EASEMENT.
  
 -ADD RP TO LABEL FOR THE PROPOSED IRRIGATION BACKFLOW
 ASSEMBLY.
  
 -ADD SIZE TO LABEL FOR EXISTING IRRIGATION BACKFLOW
 ASSEMBLY.
  
 -UNITS SHOWN ON WATER DEMAND CALCULATIONS DOES NOT
 MATCH INCREASED NUMBER OF BUILDING UNITS. PLEASE UPDATE
 AND VERIFY WATER SERVICE SIZING IS STILL SUFFICIENT.
  
 -TREES APPEAR CLOSE TO RELOCATED METERS. PLEASE ADD
 ROOT BARRIERS BETWEEN TREES AND RELOCATED METERS.
  
 -TREE LOOKS CLOSE TO SEWER PIPING BETWEEN MH2 AND MH3.
 ADD ROOT BARRIER IF NEEDED.
  
 -SOME LANDSCAPE BUSHES CONFLICT WITH BACKFLOW
 ASSEMBLIES AND RELOCATED IRRIGATION METER. PLEASE
 PROVIDE 18 INCH CLEARANCE DISTANCE.
  
 -6 INCH METER AND 2 INCH IRRIGATION METER ARE BRANCHED
 FROM A 6 INCH TAP. WILL BOTH METERS HAVE SUFFICIENT
 WATER?
  
 -PROPOSED WATER EASEMENT NEAR SE CORNER OF BUILDING
 DOES NOT APPEAR TO BE NEEDED ANYMORE.
  
 -FDC NEAR RELOCATED FIRE HYDRANT APPEARS TO BE
 RELOCATED INSIDE BUILDING WALL. PLEASE CHECK TO SEE IF
 THAT IS ALLOWED.
  
  
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 06-22-2021 Cont ID  
Sent By pleduc Date 06-22-2021 Time   Rev Time 0.00
Received By pleduc Date 06-22-2021 Time 11:45 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 05-06-2021 Cont ID  
Sent By pleduc Date 05-06-2021 Time   Rev Time 0.00
Received By pleduc Date 04-29-2021 Time 16:15 Sent To  
Notes
2021-05-06 12:04:41THE 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 MAJOR ADMENDMENT TO THE PROJECT. THESE
 COMMENTS ARE SIMILAR TO THE PREVIOUS SUBMITTAL.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING SHALL COMPLY WITH
 THE 6TH 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 RECOMMENDED FOR HIGH RISES HAVE TWO SEPARATE FDC
 LOCATIONS REMOTELY LOCATED.
  
 7A. PER NFPA 14
  
 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.
  
 7B. PLEASE REVIEW THE DISTANCE SEPARATION OF THE
 STAIRWELLS AS THE SEPARATION DISTANCE IS NOT INDICATED.
  
 7.3.2.2* WHERE THE MOST REMOTE PORTION OF A
 NON-SPRINKLERED FLOOR OR STORY IS LOCATED IN EXCESS OF
 150 FT (45.7 M) OF TRAVEL DISTANCE FROM A HOSE
 CONNECTION IN OR ADJACENT TO A REQUIRED EXIT OR THE
 MOST REMOTE PORTION OF A SPRINKLERED FLOOR OR STORY
 IS LOCATED IN EXCESS OF 200 FT (61 M) OF TRAVEL
 DISTANCE FROM A HOSE CONNECTION IN OR ADJACENT TO A
 REQUIRED EXIT, ADDITIONAL HOSE CONNECTIONS SHALL BE
 PROVIDED, IN APPROVED LOCATIONS, WHERE REQUIRED BY THE
 LOCAL FIRE DEPARTMENT OR THE AHJ.
  
 7C. PER NFPA 1
  
 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.
 FOR THE PROPOSED FIRE PUMP(S) , WHAT IS(ARE) THE
 PRIMARY AND SECONDARY POWER SOURCES?
  
 7D. THE LOCATION OF THE DDCV FIRE LINE LOCATION SHALL
 MEET THE REQUIREMENTS OF NFPA 24 AND SHALL BE
 COORDINATED WITH THE OFFICE OF FIRE MARSHAL, THE CITY'S
 ENGINEERS OFFICE, THE LANDSCAPE PLANNER, AND THE CITY'S
 PLANNING AND ZONING OFFICE.
  
 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 FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 1,
 CHAPTER 11, BUILDING SERVICES; 11.9 AND SHALL CONTAIN
 THE FOLLOWING FEATURES:
 11.9.1 THE LOCATION, DESIGN, CONTENT, AND FIRE
 DEPARTMENT ACCESS OF THE EMERGENCY COMMAND CENTER SHALL
 BE APPROVED BY THE FIRE DEPARTMENT.
  
 11.9.2 THE EMERGENCY COMMAND CENTER SHALL BE SEPARATED
 FROM THE REMAINDER OF THE BUILDING BY A FIRE BARRIER
 HAVING A FIRE RESISTANCE RATING OF NOT LESS THAN 1
 HOUR.
  
 11.9.3 THE EMERGENCY COMMAND CENTER ROOM SHALL BE A
 MINIMUM OF 96 FT2 (8.9 M2) WITH A MINIMUM DIMENSION OF
 8 FT (2.4 M).
  
 A. PER FL BLDG CODE;(MORE STRICT) IT 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
 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.
 PLEASE CONTACT MARK FILLA, PALM BEACH COUNTY PUBLIC
 SAFETY RADIO SYSTEMS MANAGER, [email protected],
 561-233-0837; AS OUR RADIOS OPERATE ON THEIR SYSTEM FOR
 DETAILED RADIO FREQUENCY AND INSTALLATION INSTRUCTIONS.
  
  
 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. A SMOKE CONTROL SYSTEM SHALL COMPLY WITH NFPA 101,
 CHAPTER 9, BUILDING SERVICE AND FIRE PROTECTION
 EQUIPMENT, INCLUDING:
 A 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 2 Status P Date 07-12-2021 Cont ID  
Sent By aburnett Date 07-12-2021 Time 11:54 Rev Time 0.00
Received By aburnett Date 07-12-2021 Time 11:49 Sent To  
Notes
2021-07-12 11:54:10FROM: ANDREW BURNETT, LANDSCAPE PLANNER 561-822-1562
 PROJECT: 350 N AUSTRALIAN Z20080008
 JULY 12, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED ROOF TOP GARDEN PRIVATE OPEN SPACE HAS
 BEEN CHANGED FROM 18,085 SQ FT TO 17,027. THIS DOES NOT
 MATCH THE LANDSCAPE PLANS WITH THE SAME 3/25/21
 REVISION DATE THAT WERE SUBMITTED, REVIEWED AND
 APPROVED WITH THE DAC PETITION 20-02.
 2. PARTIALLY SATISFIED THE LANDSCAPE PLANS SUBMITTED
 HAVE BEEN CHANGED AND DO NOT MATCH THE LANDSCAPE PLANS
 WITH THE SAME 3/25/21 REVISION DATE THAT WERE
 SUBMITTED, REVIEWED AND APPROVED WITH THE DAC PETITION
 20-02. DOUBLE CHECK ALL PLANS AND CLOUD ANY CHANGES.
  
 CONDITION OF APPROVAL
 1. PER REVIEW COMMENT #2 ADDITIONAL CHANGES NEED TO BE
 CLOUDED.
 A. PAGE L1.1 TREE DISPOSITION CHART CHANGE ON TREES
 #811,#813
 B. PAGE L2.0 PLANT SCHEDULE SABLE PLAM CHANGE.
Review Stop L LANDSCAPING
Rev No 1 Status F Date 05-06-2021 Cont ID  
Sent By rcaranci Date 05-06-2021 Time 12:39 Rev Time 0.00
Received By rcaranci Date 05-06-2021 Time 12:39 Sent To  
Notes
2021-05-06 12:39:35FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 350 N AUSTRALIAN Z20080008
 MAY 6, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. ROOF TOP GARDEN PRIVATE OPEN SPACE HAS BEEN CHANGED
 FROM 18,085 SQ FT TO 17,027. THIS DOES NOT MATCH THE
 LANDSCAPE PLANS WITH THE SAME 3/25/21 REVISION DATE
 THAT WERE SUBMITTED, REVIEWED AND APPROVED WITH THE DAC
 PETITION 20-02.
 2. THE LANDSCAPE PLANS SUBMITTED HAVE BEEN CHANGED AND
 DO NOT MATCH THE LANDSCAPE PLANS WITH THE SAME 3/25/21
 REVISION DATE THAT WERE SUBMITTED, REVIEWED AND
 APPROVED WITH THE DAC PETITION 20-02. DOUBLE CHECK ALL
 PLANS AND CLOUD ANY CHANGES.
  
Review Stop PW PUBLIC WORKS
Rev No 1 Status P Date 09-08-2021 Cont ID  
Sent By   Date 09-08-2021 Time   Rev Time 0.00
Received By   Date 09-08-2021 Time   Sent To  
Notes
2021-05-07 12:57:53PASSED WITH A PROVISO.THE COMPACTORS CONTAINERS SHALL
 BE FRONT LOAD TYPE IN ORDER TO BE SERVICED BY THE
 CITY`S SANITATION COLLECTION FRONT LOADER VEHICLES.
  
 DEPT OF PUBLIC WORKS
 MATT HEJAZI
 [email protected]
 561-822-2045
Review Stop STORM STORMWATER
Rev No 2 Status P Date 09-08-2021 Cont ID  
Sent By tward Date 09-08-2021 Time 09:30 Rev Time 0.00
Received By tward Date 09-08-2021 Time 09:41 Sent To  
Notes
2021-09-08 09:41:01THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 6/22/2021 SUBMITTAL PACKAGE:
  
 1. [SATISFIED] SHOW ON THE DEMOLITION PLAN, SHEET C-03,
 THE EXISTING DRAINAGE PIPE CONNECTIONS FOR THE TWO
 CATCH BASINS IN THE NORTHEAST AREA OF THE SITE.
  
 2. [NOT SATISFIED - CAN BE ADDRESSED DURING ENGINEERING
 PERMIT SUBMITTAL] THE PGD PLAN (SHEET C-04) CALLS OUT
 8' X 10' EXFILTRATION TRENCH BUT THE EXFILTRATION
 TRENCH DETAIL ON SHEET C-06 SHOWS 10' X 6.5' TRENCH
 DIMENSIONS.
  
 3. [SATISFIED] THE EXFILTRATION TRENCH DETAIL SHOWS A
 WEIR ELEVATION OF 15.70 FT NAVD.
 A. WHERE IS THIS WEIR LOCATED?
 B. LOWEST FINISHED GRADE IS 16.10. SUGGEST USING
 CRUSHED CONCRETE BASE INSTTEAD OF LIMEROCK BASE TO
 CONTEND WITH POTENTIAL SATURATED BASE CONDITIONS.
 C. THE PROPOSED FINISHED GRADE OF THE LAWN OVER THE
 RAINTANKS IS SHOWN TO BE 16.50' NAVD. SHOULD THE
 FINISHED GRADE BE A MINIMUM OF 1 FOOT ABOVE THE WEIR
 ELEVATION?
  
 4. [SATISFIED] LABEL THE VERTICAL DATUM ON EVERY SHEET
 WITH ELEVATION INFORMATION AND PROVIDE THE CONVERSION
 EQUATION TO NGVD1929. THIS COMMENT APPLIES TO SHEET
 C-03, C-05, C-06, C-07, AND C-11.
  
 5. [SATISFIED] SHOW MINIMUM HORIZONTAL CLEARANCE
 BETWEEN S.S.M.H. #4 AND THE 8" WATER MAIN TO THE NORTH
 AND NORTHWEST OF THE STRUCTURE
  
 6. [SATISFIED] IF THE TRENCH CUT FOR THE PROPOSED 12"
 WATER MAIN IS WITHIN THE NORTHBOUND LANE OF CLEARWATER
 DRIVE, THE FULL WIDTH OF THE NORTHBOUND LAND WILL NEED
 TO BE MILLED AND RE-SURFACED.
  
 7. [SATISFIED] AVOID HAVING VALVE COVERS FALL WITHIN
 THE CURB AND GUTTER.
  
 8. [SATISFIED] USE THE LATEST CITY DETAILS.
  
 9. [SATISFIED] INDICATE IF THE PROPOSED DRAINAGE SYSTEM
 CHANGED WITH THE LATEST SITE PLAN.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION MAY
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
  
 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 3. PROVIDE A COPY OF THE SFWMD ERP MODIFICATION.
  
 4. DRAINAGE CALCULATIONS WILL BE REVIEWED WITH THE
 ENGINEERING PERMIT APPLICATION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 05-08-2021 Cont ID  
Sent By tward Date 05-08-2021 Time 23:24 Rev Time 0.00
Received By tward Date 05-08-2021 Time 23:25 Sent To  
Notes
2021-05-08 23:25:48THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. SHOW ON THE DEMOLITION PLAN, SHEET C-03, THE
 EXISTING DRAINAGE PIPE CONNECTIONS FOR THE TWO CATCH
 BASINS IN THE NORTHEAST AREA OF THE SITE.
  
 2. THE PGD PLAN (SHEET C-04) CALLS OUT 8' X 10'
 EXFILTRATION TRENCH BUT THE EXFILTRATION TRENCH DETAIL
 ON SHEET C-06 SHOWS 10' X 6.5' TRENCH DIMENSIONS.
  
 3. THE EXFILTRATION TRENCH DETAIL SHOWS A WEIR
 ELEVATION OF 15.70 FT NAVD.
 A. WHERE IS THIS WEIR LOCATED?
 B. LOWEST FINISHED GRADE IS 16.10. SUGGEST USING
 CRUSHED CONCRETE BASE INSTTEAD OF LIMEROCK BASE TO
 CONTEND WITH POTENTIAL SATURATED BASE CONDITIONS.
 C. THE PROPOSED FINISHED GRADE OF THE LAWN OVER THE
 RAINTANKS IS SHOWN TO BE 16.50' NAVD. SHOULD THE
 FINISHED GRADE BE A MINIMUM OF 1 FOOT ABOVE THE WEIR
 ELEVATION?
  
 4. LABEL THE VERTICAL DATUM ON EVERY SHEET WITH
 ELEVATION INFORMATION AND PROVIDE THE CONVERSION
 EQUATION TO NGVD1929. THIS COMMENT APPLIES TO SHEET
 C-03, C-05, C-06, C-07, AND C-11.
  
 5. SHOW MINIMUM HORIZONTAL CLEARANCE BETWEEN S.S.M.H.
 #4 AND THE 8" WATER MAIN TO THE NORTH AND NORTHWEST OF
 THE STRUCTURE
  
 6. IF THE TRENCH CUT FOR THE PROPOSED 12" WATER MAIN IS
 WITHIN THE NORTHBOUND LANE OF CLEARWATER DRIVE, THE
 FULL WIDTH OF THE NORTHBOUND LAND WILL NEED TO BE
 MILLED AND RE-SURFACED.
  
 7. AVOID HAVING VALVE COVERS FALL WITHIN THE CURB AND
 GUTTER.
  
 8. USE THE LATEST CITY DETAILS.
  
 9. INDICATE IF THE PROPOSED DRAINAGE SYSTEM CHANGED
 WITH THE LATEST SITE PLAN.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION MAY
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
  
 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 3. PROVIDE A COPY OF THE SFWMD ERP MODIFICATION.
  
 4. DRAINAGE CALCULATIONS WILL BE REVIEWED WITH THE
 ENGINEERING PERMIT APPLICATION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 06-28-2021 Cont ID  
Sent By vnoel Date 06-28-2021 Time 10:53 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 05-07-2021 Cont ID  
Sent By vnoel Date 05-07-2021 Time 09:07 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-05-07 09:08:231. PROVIDE REVISED LOS ( LEVEL OF SERVICE).
 2. REVISED TRAFFIC STUDY MAY BE REQUIRED.
 3. NEED DETAIL OF REVISED WATER SERVICE LOCATION.
 4. LIMITS OF UE UNCLEAR. LANDSCAPING APPEARS TO
 INTERFERE WITH UTILITIES.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date 09-07-2021 Cont ID  
Sent By   Date 09-08-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-09-07 16:49:39PASSED WITH THE FOLLOWING CONDITION:
  
 A NO-LEFT TURN SIGNAGE IN THE WESTBOUND DIRECTION AT
 THE ONE CLEARLAKE WAY DRIVE INTERSECTION SHALL BE
 INSTALLED. ONE YEAR AFTER FINAL CO, DEVELOPER SHALL
 PRODUCE A ROAD SAFETY ANALYSIS FOR THE INTERSECTION OF
 AUSTRALIAN AVENUE AND ONE CLEARLAKE WAY AND PROVIDE IT
 TO THE CITY FOR EVALUATION OF ANY ADDITIONAL SAFETY
 MEASURES.
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 06-30-2021 Cont ID  
Sent By   Date 06-30-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-06-30 22:52:53 
 TRAFFIC COMMENTS
 1) SATISFIED. PROVIDE COUNTY TPS LETTER
 2) CONDITIONAL. AN INTERSECTION ANALYSIS SHALL BE
 CONDUCTED AT THE BANYAN AND CLEARWATER INTERSECTION, AS
 SOON AS EXISTING ROAD CONSTRUCTION IS COMPLETED.
 DEPENDING ON THE RESULTS AND FINDINGS OF SUCH ANALYSIS,
 DEVELOPER MAY NEED TO PROVIDE MITIGATION MEASUREMENTS
 3) PARTIALLY SATISFIED. NOT ALL TDM STRATEGIES PROPOSED
 IN THE LETTER CAN BE CONSIDERED AS SUCH. FURTHER
 DISCUSSION WITH PLANNING AND ENGINEERING IS NEEDED.
 4) NOT SATISFIED. COORDINATE WITH THE COUNTY TO EXTEND
 S AUSTRALIAN AVE SOUTHBOUND LEFT-TURN LANE MEDIAN AT
 THE ONE CLEARLAKE WAY INTERSECTION. SUCH MODIFICATION
 WILL ALLOW SOUTHBOUND LEFT-TURN VEHICLES ONLY, WHILE
 PREVENTING WESTBOUND LEFT-TURN MOVEMENTS WITHOUT THE
 NEED OF A PORK-CHOP ISLAND INSTALLATION. IN CASE OF
 NEGATIVE RESPONSE FROM THE COUNTY ON SUCH
 IMPLEMENTATION, PLEASE PROVIDE CORRESPONDING STATEMENT
 OR CORRESPONDENCE ON THE MATTER.
 5) NOT SATISFIED. AUSTRALIAN AVE AND CLEARWATER PL
 INTERSECTION: RESTRIPE THE WESTBOUND LEG SO TO
 ACCOMMODATE TWO LEFT-TURN ONLY LANES AND ONE RIGHT-TURN
 LANE. COORDINATE WITH THE COUNTY FOR THE ADDITIONAL
 SIGNAL HEAD NEEDED. IN CASE OF NEGATIVE RESPONSE FROM
 THE COUNTY ON SUCH IMPLEMENTATION, PLEASE PROVIDE
 CORRESPONDING STATEMENT OR CORRESPONDENCE ON THE
 MATTER.
  
 SITE COMMENTS
 6) PARTIALLY SATISFIED. AUTOTURN ANALYSIS SHOWCASES
 ENCROACHMENTS OF SANITARY VEHICLE DYNAMIC ENVELOPE WITH
 ROADWAY AND BUILDING INFRASTRUCTURE. ANALYSIS MUST
 PROVIDE FULL PATH OF THE VEHICLE STARTING FROM THE MAIN
 ACCESS ROAD. PROVIDE ANALYSIS FOR THE LOADING ZONE
 AREA. UPDATED ANALYSIS: SHEET C-11 SHOWS CURB
 ENCROACHMENT
 7) SATISFIED. IDENTIFY AND DESIGNATE AN EASILY
 ACCESSIBLE MICRO-MOBILITY STATION AREA (MINIMUM 8 X 20
 FEET) AND PROVIDE BASIC ELECTRIFICATION READINESS
 (CIRCUIT BOX AND ELECTRIC CONDUIT). TO BE LOCATED
 NEARBY AN ENTRANCE PUBLICLY ACCESSIBLE.
 8) SATISFIED. PROVIDE PARKING TABLE SHOWCASING THE
 NUMBER OF REQUIRED AND PROVIDED PARKING SPACES,
 INCLUSIVE OF ADA AND BICYCLE ONES
  
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 05-07-2021 Cont ID  
Sent By   Date 05-07-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-05-07 11:33:01TRAFFIC COMMENTS
 1) PROVIDE COUNTY TPS LETTER
 2) AN INTERSECTION ANALYSIS SHALL BE CONDUCTED AT THE
 BANYAN AND CLEARWATER INTERSECTION, AS SOON AS EXISTING
 ROAD CONSTRUCTION IS COMPLETED. DEPENDING ON THE
 RESULTS AND FINDINGS OF SUCH ANALYSIS, DEVELOPER MAY
 NEED TO PROVIDE MITIGATION MEASUREMENTS
 3) TDM: IN ORDER TO PROPERLY IDENTIFY THE RIGHT
 STRATEGIES, PLEASE DETERMINE THE NUMBER OF DAILY AND
 PEAK-HOUR VEHICLES REDUCTION REQUIRED TO CLEAR THE 1%
 SIGNIFICANT IMPACT ON THE ROADWAYS IDENTIFIED IN THE
 TRAFFIC STUDY.
 4) COORDINATE WITH THE COUNTY TO EXTEND S AUSTRALIAN
 AVE SOUTHBOUND LEFT-TURN LANE MEDIAN AT THE ONE
 CLEARLAKE WAY INTERSECTION. SUCH MODIFICATION WILL
 ALLOW SOUTHBOUND LEFT-TURN VEHICLES ONLY, WHILE
 PREVENTING WESTBOUND LEFT-TURN MOVEMENTS WITHOUT THE
 NEED OF A PORK-CHOP ISLAND INSTALLATION. IN CASE OF
 NEGATIVE RESPONSE FROM THE COUNTY ON SUCH
 IMPLEMENTATION, PLEASE PROVIDE CORRESPONDING STATEMENT
 OR CORRESPONDENCE ON THE MATTER.
 5) AUSTRALIAN AVE AND CLEARWATER PL INTERSECTION:
 RESTRIPE THE WESTBOUND LEG SO TO ACCOMMODATE TWO
 LEFT-TURN ONLY LANES AND ONE RIGHT-TURN LANE.
 COORDINATE WITH THE COUNTY FOR THE ADDITIONAL SIGNAL
 HEAD NEEDED. IN CASE OF NEGATIVE RESPONSE FROM THE
 COUNTY ON SUCH IMPLEMENTATION, PLEASE PROVIDE
 CORRESPONDING STATEMENT OR CORRESPONDENCE ON THE
 MATTER.
  
 SITE COMMENTS
 1) AUTOTURN ANALYSIS SHOWCASES ENCROACHMENTS OF
 SANITARY VEHICLE DYNAMIC ENVELOPE WITH ROADWAY AND
 BUILDING INFRASTRUCTURE. ANALYSIS MUST PROVIDE FULL
 PATH OF THE VEHICLE STARTING FROM THE MAIN ACCESS ROAD.
 PROVIDE ANALYSIS FOR THE LOADING ZONE AREA.
 2) IDENTIFY AND DESIGNATE AN EASILY ACCESSIBLE
 MICRO-MOBILITY STATION AREA (MINIMUM 8 X 20 FEET) AND
 PROVIDE BASIC ELECTRIFICATION READINESS (CIRCUIT BOX
 AND ELECTRIC CONDUIT)
 3) PROVIDE PARKING TABLE SHOWCASING THE NUMBER OF
 REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA
 AND BICYCLE ONES
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date 09-08-2021 Cont ID  
Sent By aaponte Date 09-08-2021 Time 09:51 Rev Time 0.00
Received By aaponte Date 06-08-2021 Time 09:51 Sent To  
Notes
2021-09-08 09:52:11SITE PLAN APPROVAL ISSUED WITH CONDITIONS AND DAC
 APPROVAL FROM JULY 14, 2021.
Review Stop Z ZONING
Rev No 1 Status F Date 05-13-2021 Cont ID  
Sent By aaponte Date 05-13-2021 Time 10:18 Rev Time 0.00
Received By aaponte Date 04-13-2021 Time 10:18 Sent To  
Notes
2021-05-13 13:27:54COMMENTS TO APRIL 13, 21 SET
 1. PLEASE PROVIDE RENDERINGS TO ILLUSTRATE THE
 TREATMENT OF THE GROUND FLOOR USES AND THE GARAGE
 SCREENING. RENDERINGS SHALL ALSO BE PROVIDED FOR THE
 ENTIRE BUILDING. SOME VIEWS SHALL BE PROVIDED FROM THE
 PEDESTRIAN PERSPECTIVE.
 2. PLEASE REDUCE THE HEIGHT OF THE NORTH GARAGE
 ENTRANCE ON THE FA?ADE. THIS ENTRANCE IS NOT FOR TRUCKS
 OR SERVICE VEHICLES. A 17? CLEARANCE SEEMS EXCESSIVE.
 3. NORTH FA?ADE DOES NOT INDICATE EXTERIOR DOORS FOR
 THE RETAIL SPACE FACING THE POS.
 4. SOME ARCHITECTURAL TREATMENT SHALL BE PROVIDED ON
 THE SOUTH GARAGE ELEVATION AS IT IS VISIBLE FROM THE
 STREET.
 5. THE WEST PARKING GARAGE SHALL BE SCREEN WITH SOME
 ARCHITECTURAL TREATMENT AS IT IS VISIBLE FROM THE
 CIRCULAR DRIVEWAY.
 6. SIDEWALK ELEVATION SHALL BE MAINTAINED ACROSS THE
 TWO DRIVEWAYS ON CLEARWATER DRIVE.
 7. IS THE PROJECT COMPLETING THE FULL DESIGN OF THE
 PUBLIC OPEN SPACE AT THIS POINT SO NO FUTURE SUBMITTALS
 ARE NEEDED?
 8. PLEASE INDICATE THE SEATING WALLS WITHIN THE POS.
 9. PLEASE CLEARLY DEPICT THE BOUNDARIES OF THE POS.
 GOING AROUND THE UNDERGROUND STORAGE WILL RESULT ON THE
 POS NOT COMPLYING WITH THE REQUIREMENTS.
 10. 1. HARDSCAPE AND LANDSCAPE ALONG THE POS SHALL BE
 ADJUSTED TO ENSURE THE SPACE CAN BE USED BY THE PUBLIC
 (SUFFICIENT SPACE FOR TABLES FOR A POSSIBLE
 RESTAURANT). ALSO ALONG THE CLEARWATER DRIVE FRONTAGE.
 IT SEEMS THERE IS A VERY NARROW PATH NEXT TO THE FA?ADE
 AND THEN PLANTING.
 11. PLEASE INDICATE HOW THE BALCONIES IN LEVEL 7 ARE
 GOING TO BE SEPARATED BETWEEN UNITS.
 12. PARKING LEVEL ABOVE THE 5TH STORY SHALL BE SET BACK
 A MINIMUM OF 27? FROM THE BACK OF CURB.
 13. PLEASE CONFIRM THE PROPOSED LOCATION OF THE
 REQUIRED BIKE RACKS ALONG THE BUILDING FRONTAGE MEETS
 THE MINIMUM SPACING REQUIRED (DISTANCE BETWEEN RACKS).
 IT MAY BE IN CONFLICT WITH THE MICROMOBILITY STATION.
 14. PLEASE PROVIDE INFORMATION TO CONFIRM THE PROJECT
 COMPLIES WITH THE MAXIMUM BUILDING FOOTPRINT AT EACH
 FLOOR, SPECIALLY THE MIN 55% BUILDING FOOTPRINT FOR
 FLOOR 6TH.
 15. LOADING ARE ACCESS FROM CLEARWATER DRIVE SHALL
 INCLUDE AN OPAQUE ROLLING GATE.
 16. IN SITE PLAN SHEET A 0.10 PLEASE INCLUDE THE
 SIDEWALK AND PROPOSED STREET TREES.
 17. PLEASE PROVIDE PHOTOMETRICS FOR THE GROUND FLOOR
 EXTERIOR TO CONFIRM COMPLIANCE WITH SEC 94-113 B.
 18. INSIDE THE PARKING GARAGE PLEASE INDICATE THE
 LOCATION OF RETAIL/COMMERCIAL PARKING, GUEST PARKING
 AND SPACES RESERVED FOR THE CAR SHARED PARKING.
 19. TOTAL NUMBER OF PARKING PROVIDED SEEMS TO EXCEED
 THE MAXIMUM NUMBER OF PARKING SPACES ALLOWED FOR THE
 PROJECT. 604 MAXIMUM ALLOWED VS 628 PROVIDED.
 20. ALL MECHANICAL EQUIPMENT ON THE ROOF SHALL BE
 SCREENED.
 21. MICRO MOBILITY STATION INDICATED ON THE NW CORNER
 OF BUILDING NEEDS TO BE RELOCATED TO THE STREET
 FRONTAGE.
 22. STAFF RECOMMENDS SOME PLANTING BED TO BE INSTALLED
 ON THE NORTH SIDE OF THE NORTH DRIVEWAY TO REDUCE THE
 NEGATIVE IMPACT OF THE VEHICULAR ENTRANCE. ALLOW A
 MINIMUM 8 FEET WIDE PEDESTRIAN ACCESS.
 23. PLEASE CONFIRM THE NEW BUILDING IS GOING TO BE
 SERVED WITH THE EXISTING UTILITY ABOVE GROUND VALVES
 CURRENTLY EXISTING EAST OF THE OPEN SPACE. IF ANY
 ADDITIONAL VALVES NEEDED, PLEASE INDICATE ITS LOCATION.
 FDC SHALL BE WALL MOUNTED WHEN POSSIBLE.
  
 PLEASE RESUBMIT TWO PAPER COPIES OF THE COMPLETE SET OF
 DRAWINGS AND SUPPORTING DOCUMENTATION AND A CD WITH
 ELECTRONIC COPIES. PLEASE INCLUDE A RESPONSE LETTER
 ADDRESSING ALL COMMENTS. PROJECTS IS REQUIRED TO GO TO
 DAC FOR SPECIAL REVIEW. ALL THE PPRC COMMENTS SHALL BE
 SATISFIED BEFORE THE PROJECT CAN BE SCHEDULED FOR DAC.
 SOME ITEMS MAY BE INCLUDED AS CONDITIONS OF APPROVAL.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  
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