Plan Review Details - Project Z22060032
Plan Review Stops For Project Z22060032
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 06-28-2022 Cont ID  
Sent By scwelter Date 06-28-2022 Time 15:08 Rev Time 0.00
Received By scwelter Date 06-28-2022 Time 15:12 Sent To  
Notes
2022-06-28 15:11:48DEVELOPMENT IS SUBJECT TO THE PUBLIC ART REQUIREMENT.
 CONTACT SYBILLE WELTER, ADMINISTRATOR OF PUBLIC ART AND
 CULTURE AT [email protected]
  
 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.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 07-13-2022 Cont ID  
Sent By rbrown Date 07-13-2022 Time 20:10 Rev Time 0.00
Received By rbrown Date 07-13-2022 Time 20:10 Sent To  
Notes
2022-07-13 20:14:56DEVELOPMENT 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. LOCATION OF ACCESSIBLE PARKING SPACES. THE SUBMITTED
 PLANS SHOW THE LOCATION OF THE TWO SURFACE PARKING
 ACCESSIBLE SPACES. THE LOCATION OF THE ACCESSIBLE
 PARKING SPACES IN THE PARKING GARAGE ARE NOT SHOWN. 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. THE DESIGN OF ACCESSIBLE PARKING
 SPACES SHALL COMPLY WITH SECTION 502 OF FLORIDA
 ACCESSIBILITY CODE
  
 3. VAN ACCESSIBLE PARKING SPACES. PER SECTION 208.2.4
 OF FLORIDA ACCESSIBILITY CODE, ONE IN EVERY SIX
 REQUIRED ACCESSIBLE SPACES (AT LEAST ONE) IN A PARKING
 STRUCTURE, SHALL BE ?VAN ACCESSIBLE? AND DESIGNED IN
 ACCORDANCE WITH SECTION OF 502 OF FLORIDA ACCESSIBILITY
 CODE (VERTICAL CLEARANCE NOT LESS THAN 98 INCHES AT
 SPACE AND VEHICULAR ACCESS ROUTE)
  
 4. ELECTRIC VEHICLE CHARGING STATION. IF ELECTRIC
 VEHICLE (EV) CHARGING STATIONS ARE PROVIDED AT LEAST 1
 IN 25 MUST COMPLY WITH ACCESSIBLE PARKING SPACE
 REQUIREMENTS.
  
 5. 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.
  
 6. 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.
  
 7. GREASE INTERCEPTOR. A GREASE INTERCEPTOR WILL BE
 REQUIRED. FOR INFORMATION ON THE REQUIRED TYPE, SIZE
 AND LOCATION, PLEASE CONTACT RYAN BROWN, CHIEF PLUMBING
 INSPECTOR, DEVELOPMENT SERVICES DEPARTMENT, AT (561)
 805-6692, OR BY EMAIL: [email protected]
  
 8. 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.
  
 9. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 10. 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.
  
 11. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
 TO ART LIFE ASSESSMENT UNDER THE CITY OF WEST PALM
 BEACH ART IN PUBLIC PLACES (AIPP) PROGRAM. 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 1 Status F Date 07-07-2022 Cont ID  
Sent By rrossano Date 07-07-2022 Time   Rev Time  
Received By rrossano Date 07-07-2022 Time   Sent To  
Notes
2022-07-07 13:01:51COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR,
 ENGINEERING SERVICES AT 561-494-1098 [email protected]
 GENERAL:
 O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
 O THE CITY OF WEST PALM BEACH HAS A NUMBER OF
 REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY
 AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND
 WASTEWATER UTILITIES WITHIN THE CITY. PLEASE SEE
 DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK
 BELOW:
 A. HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WP
 B_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FUL
 L-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97
 B1960045731D3658206F27451722716EF
 B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
 C. ALSO SEE: 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. IN GENERAL,
 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.
 O AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR
 MORE INFORMATION, REFER TO THE LINK BELOW:
 A. HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PU
 BLICATIONS/BACKFLOW-CROSS-CONNECTION- CONTROL-MANUAL
 O PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY
 OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC
 RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF
 YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE
 MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL
 IN THE WPB ENGINEERING SERVICES DEPARTMENT AT
 [email protected] OR 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
 O PROVIDE EXISTING AND PROPOSED PERVIOUS AND IMPERVIOUS
 DATA.
  
 BACKFLOW ASSEMBLY AND METERS:
 O SHOW AND LABEL ANY EXISTING OR PROPOSED WATER
 SERVICES AND WATER METERS, ALONG WITH WHAT IS HAPPENING
 TO THEM.
 O SHOW EXISTING AND PROPOSED DEDICATED UTILITY
 EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO
 PROPOSED UTILITY WATER METERS. VERIFY THAT THERE ARE NO
 STRUCTURES WITHIN EASEMENT.
 O PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW
 PREVENTION.
 O BACKFLOWS SHALL BE INSTALLED ON PRIVATE PROPERTY
 OUTSIDE OF EASEMENTS AND RIGHTS OF WAY. DOMESTIC WATER
 METERS SHALL BE INSTALLED IMMEDIATELY ADJACENT TO
 PROPERTY LINE. 3 INCH AND LARGER WATER METERS SHALL BE
 INSTALLED ABOVE-GROUND ONLY.
 O CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA (MAKE
 NOTE USC APPROVED) AND FIRE BACKFLOW PREVENTER AS DCDA.
  
 WATER/WASTEWATER PLAN:
 O PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 O SHOW PROJECT ADDRESS ON ALL PLAN SHEETS.
 O PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE
 STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC.
 O PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND
 DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND
 SEWER LINES AND CLEANOUTS, INCLUDING STUBS TO EACH
 PROPERTY LINE FOR WATER AND SANITARY SEWERS, THE MAKE
 AND MODEL OF ALL VALVES, POTABLE AND IRRIGATION METERS,
 BACKFLOWS, FIRE HYDRANTS AND FDCS, AND OTHER 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.
 O GATE VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR
 SIDEWALK. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW.
 O DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON PLAN
 VIEW FOR ALL SANITARY AND STORM SEWERS.
 O SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL.
 O 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.
 O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
 AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD
 DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS.
 O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY
 TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT
 APPLICATION). PROVIDE CALCULATIONS ON PLANS OF EXISTING
 AND PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE,
 MAXIMUM AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS
 SHALL BE PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008
 FOR WATER.
 O PROVIDE FIRE FLOW TEST DATA.
 O CUT AND CAP UTILITIES NOT IN USE AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 ROW.
 O WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY SHALL
 BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY
 PROPOSED LENGTH IN FEET.
 O CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 O PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE ONSITE
 JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY 75 FEET.
 O ADD NOTE TO PLANS SPECIFYING CITY?S DOWNSTREAM LIFT
 STATION NUMBER.
 O PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 O LABEL WATER LINES AS PRIVATE WHERE APPLICABLE.
 O PLEASE SHOW AND LABEL EXISTING AND PROPOSED GREASE
 TRAPS (IF ANY).
 O PER CITY STANDARDS MAINTAIN MINIMUM DISTANCE BETWEEN
 OUTSIDE DIAMETER OF CITY PIPE AND ROOT BARRIER.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 07-01-2022 Cont ID  
Sent By pleduc Date 07-01-2022 Time   Rev Time 0.00
Received By pleduc Date 07-01-2022 Time 15:16 Sent To  
Notes
2022-07-01 15:27:22THE 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; HOWEVER, THE FOLLOWING COMMENTS ARE
 PROVIDED AND MAY NEED FURTHER CLARIFICATIONS WHERE
 APPLICABLE.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING SHALL COMPLY WITH
 THE 7TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
 6. 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 TO SERVE THE STANDPIPE
 SYSTEM.
  
 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.
  
 THE FDC APPEARS TO BE ON THE EAST SIDE OF THE ROADWAY
 OPPOSITE THE BUILDING.
  
 AS THIS ROADWAY IA A DEADEND ARRIVING FIRE APPARATUS
 WILL BE STAGING ALONG THE ROADWAY AND CONNECTING TO THE
 FIRE HYDRANT & FDC WITH HOSE RUNNING ACROSS THE ROAD
 AND LEAVING IT IMPASSABLE.
  
 FOR FIRE GROUND EFFICIENCY AND EFFECTIVENEASS THE
 HYDRANT AND FDC SHOULD BE ON THE SAME SIDE OF THE ROAD
 AND IN THIS CASE THE WEST SIDE.
  
 7B. 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.
  
 THERE APPEARS TO BA AN EXISTING FIRE HYDRANT LOCATED ON
 THE EAST SIDE OF THE ROADWAY OPPOSITE THE PROPOSED
 BUILDING.
  
 PLEASE SEE 7A NOTE ABOVE FOR AN ALTERNATE LOCATION.
  
  
 7C. 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 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.
  
 SEE 7A & 7 B NOTES FOR RELAOCTION
  
 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 200 FT2 (19 M2) WITH A MINIMUM DIMENSION OF
 10 FT (3050 MM).
  
 11.9.4 THE FOLLOWING SHALL BE PROVIDED IN THE EMERGENCY
 COMMAND CENTER.
 (1) THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.
 (2) A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
 ACCESS TO THE PUBLIC TELEPHONE SYSTEM
 (3) 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
 (4) WORK TABLE.
 (5) IF APPLICABLE, A HAZARDOUS MATERIAL MANAGEMENT PLAN
 FOR THE BUILDING.
 11.9.5 WHERE OTHERWISE REQUIRED, THE FOLLOWING DEVICES
 OR FUNCTIONS SHALL BE PROVIDED WITHIN THE EMERGENCY
 COMMAND CENTER.
 (1) THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM
 CONTROL UNIT.
 (2) FIRE DETECTION AND ALARM SYSTEM ANNUNCIATOR UNIT.
 (3) ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION
 OF THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL
 (4) STATUS INDICATORS AND CONTROLS FOR AIR-HANDLING
 SYSTEMS.
 (5) CONTROLS FOR UNLOCKING STAIRWAY DOORS
 SIMULTANEOUSLY
 (6) SPRINKLER VALVE AND WATER FLOW DETECTOR DISPLAY
 PANELS
 (7) EMERGENCY AND STANDBY POWER STATUS INDICATORS
 (8) FIRE PUMP STATUS INDICATORS
 (9) GENERATOR SUPERVISION DEVICES AND MANUAL START AND
 TRANSFER FEATURES.
 (10) PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED
 BY OTHER SECTIONS OF THIS CODE
 (11) CONTROLS REQUIRED FOR SMOKE CONTROL
  
 NFPA 101
  
 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. TWO-WAY RADIO COMMUNICATIONS ENHANCEMENT SYSTEMS.
  
 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, 24.9 TWO-WAY RADIO COMMUNICATIONS ENHANCEMENT
 SYSTEMS.
  
 24.9.1 GENERAL.
 24.9.1.1 NON-INTERFERENCE. NO AMPLIFICATION SYSTEM
 CAPABLE
 OF OPERATING ON FREQUENCIES OR CAUSING INTERFERENCE ON
 FREQUENCIES
 ASSIGNED TO THE JURISDICTION BY THE FCC SHALL BE
 INSTALLED
 WITHOUT PRIOR COORDINATION AND APPROVAL OF THE
 AUTHORITY
 HAVING JURISDICTION. THE BUILDING MANAGER/OWNER SHALL
 SUSPEND AND CORRECT OTHER EQUIPMENT INSTALLATIONS THAT
 DEGRADE
 THE PERFORMANCE OF THE PUBLIC SAFETY RADIO SYSTEM OR
 PUBLIC SAFETY RADIO ENHANCEMENT SYSTEM.
 24.9.1.2 APPROVAL AND PERMIT. PLANS SHALL BE SUBMITTED
 FOR
 APPROVAL PRIOR TO INSTALLATION. AT THE CONCLUSION OF
 SUCCESSFUL
 ACCEPTANCE TESTING, A RENEWABLE PERMIT SHALL BE ISSUED
 FOR THE
 PUBLIC SAFETY RADIO ENHANCEMENT SYSTEM WHERE REQUIRED
 BY
 THE AUTHORITY HAVING JURISDICTION.
  
 THE SYSTEM SHALL MAINTAIN A MINIMUM RADIO SIGNAL
 STRENGTH OF THE RADIO SYSTEM USED BY WEST PALM BEACH
 FIRE DEPARTMENT. 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. THE SMOKE CONTROL SYSTEM SHALL COMPLY WITH NFPA
 101, CHAPTER 9, BUILDING SERVICE AND FIRE PROTECTION
 EQUIPMENT, INCLUDING:
  
 THE SMOKE CONTROL SYSTEMS SHALL BE INSTALLED,
 INSPECTED, TESTED, AND MAINTAINED IN ACCORDANCE WITH
 NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS; NFPA 204,
 STANDARD FOR SMOKE AND HEAT VENTING; OR NATIONALLY
 RECOGNIZED STANDARDS, ENGINEERING GUIDES, OR
 RECOMMENDED PRACTICES, AS APPROVED BY THE AUTHORITY
 HAVING JURISDICTION.
  
 THE ENGINEER OF RECORD SHALL CLEARLY IDENTIFY THE
 INTENT OF THE SYSTEM, THE DESIGN METHOD USED, THE
 APPROPRIATENESS OF THE METHOD USED, AND THE REQUIRED
 MEANS OF INSPECTING, TESTING, AND MAINTAINING THE
 SYSTEM.
 ACCEPTANCE TESTING SHALL BE PERFORMED BY A SPECIAL
 INSPECTOR IN ACCORDANCE WITH SECTION 9.9.
  
 16. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 17. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 07-11-2022 Cont ID  
Sent By rcaranci Date 07-11-2022 Time 16:48 Rev Time 0.00
Received By rcaranci Date 07-11-2022 Time 16:48 Sent To  
Notes
2022-07-11 16:49:10FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: PALM BEACH RIVERSTONE MAJOR PD AMENDMENT
 Z22060032
 JULY 11, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. THE CHANGES TO THE SITE PLAN AFFECT THE LANDSCAPE
 PLAN. THE LANDSCAPE PLAN SHEET LP-2 SUBMITTED IS NOT
 COMPLETE, AND THE ADDITIONAL PAGES REQUIRED FOR REVIEW
 ARE NOT INCLUDED IN THE SUBMITTAL. CLOUD ALL CHANGES TO
 THE LANDSCAPE PLAN.
  
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
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Notes
***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status P Date 07-14-2022 Cont ID  
Sent By mtechnow Date 07-14-2022 Time 11:12 Rev Time 0.00
Received By mtechnow Date 07-14-2022 Time 11:06 Sent To  
Notes
2022-07-14 11:10:26-PASSED THE PPRC REVIEW. PUD IS REVIEWING THE PROPOSED
 IMPACTS ALONG WITH OTHER DEVELOPER PROJECTS IN THE AREA
 TO VERIFY THAT THE EXISITNG FM IS SUFFICIENT.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 07-11-2022 Cont ID  
Sent By mhurley Date 07-11-2022 Time 16:41 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2022-07-11 16:34:19PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
  
 -CANNOT FIND GREASE TRAP ON PLANS. IF IT WILL BE
 OUTSIDE SHOW IT ON CIVIL PLANS.
  
 -VERIFY METER SIZE IS SUFFICIENT FOR INCREASED WATER
 DEMAND.
  
 -VERIFY FORCE MAIN SIZING IS SUFFICIENT FOR INCREASED
 SEWER DEMAND FROM HOTEL LIFT STATION ALL THE WAY TO
 OUTLET MANHOLE NEAR 45TH ST.
  
 -RECENTLY EOR SUGGESTED ALTERATION OF SIDEWALK NEAR
 WATER METERS. IF CHANGE IS PROPOSED, SHOW ON
 RESUBMITTAL.
  
 -UPDATE LANDSCAPING PLAN TO BETTER SHOW UTILITIES ON
 SITE. VERIFY IF THERE IS ANY CONFLICT BETWEEN TREES AND
 WASTEWATER INFRASTRUCTURE.
  
 -UPDATE OVERALL SITE PLAN TO SHOW NEW LOCATION OF LIFT
 STATION AND ELIMINATION OF PROPERTY ENTRANCE NEAR THE
 SOUTHWEST AREA OF PROPOSED GARAGE.
  
 -THIS WOULD AFFECT E20090024.
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 07-07-2022 Cont ID  
Sent By   Date 07-07-2022 Time   Rev Time  
Received By   Date 07-07-2022 Time   Sent To  
Notes
2022-07-07 09:04:55 
 PLEASE PROVIDE THE FOLLOWINGS:
 1- LOS (LEVEL OF SERVICE ANALYSIS) TO REFLECT THE SOLID
 WASTE VOLUME PRODUCED ALONG WITH THE SIZE, TYPE AND
 QUANTITY OF THE CONTAINER (I.E. DUMPSTER/COMPACTOR)
 THAT WILL BE UTILIZED FOR THE SANITATION SERVICE.
 2- DETAILS FOR SANITATION SERVICE (I.E. SOLID WASTE
 CONTAINER(S) TYPE, COLLECTION LOCATION, ETC.). FOR A
 FREESTANDING SITE DUMPSTER ENCLOSURE, THE ENCLOSURE
 SHALL COMPLY WITH THE LATEST REVISION OF CITY OF WEST
 PALM BEACH GENERAL CONSTRUCTION-GARBAGE ENCLOSURE
 STANDARD, GC-7. (LINK TO THE LATEST REVISION OF THE
 GC-7 DOCUMENT: HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDO
 CUMENT/3690/637629060422100000)
 3- AUTOTURN EXHIBIT (DYNAMIC ENVELOPE AND THE VEHICLE?S
 WHEEL PATH) FOR THE SANITATION SERVICE, FRONT LOADER
 TRUCK WITH THE FOLLOWING SPECS:
 - DUAL AXLES
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
 4- DESIGNATED LOCATION FOR THE BULK ITEM PICK UP AND
 RECYCLING CONTAINERS
 5- OWNERS AND/OR OCCUPANTS OF PROPERTY THAT REQUIRE
 GREASE HAULING SERVICES SHALL ENSURE THAT THEIR GREASE
 TANKS OR CONTAINERS REMAIN CLEAN, AND ARE ENCLOSED AND
 NOT IN PUBLIC VIEW.
 6- IN CASE OF PROPOSING ADDITION OF ANY NEW CAN(S) IN
 THE CITY`S RIGHT-OF-WAY , THE LOCATION AND QUANTITY OF
 THE CAN(S) SHALL BE REVIEWED AND APPROVED BY PUBLIC
 WORKS DEPARTMENT AND THE CAN(S) SHALL BE TYPE, SIZE AND
 COLOR APPROVED BY PUBLIC WORKS DEPARTMENT. THE BUILDING
 MAINTENANCE IS RESPONSIBLE TO MAINTAIN AND SERVICE THE
 CAN(S).
 7- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE
 CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA
 STATUES [553.5041 F.S.].
 8- ALL STRIPING AND SIGNAGE SHALL MEET THE M.U.T.C.D.
 LATEST EDITION.
 9- ALL PAVEMENT MARKING AND SIGNING DAMAGED DURING
 CONSTRUCTION SHALL BE RESTORED.
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 07-14-2022 Cont ID  
Sent By tward Date 07-14-2022 Time 10:33 Rev Time 0.00
Received By tward Date 07-14-2022 Time 10:34 Sent To  
Notes
2022-07-14 10:34:16THIS 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. PROVIDE DIMENSIONS FOR THE SECTION B-B AND E-E. SHOW
 SLOPE ARROWS FOR THE SIDEWALKS AND ROAD ON SECTION E-E.
  
 2. PROVIDE SECTIONS ALONG THE NORTH PARCEL LINE. ONE
 SECTION AT THE FACE OF GARAGE TO WITHIN THE WAWA SITE.
 ONE SECTION THROUGH THE PARKING SPACE WEST OF THE
 HANDICAP PARKING FROM THE FACE OF THE HOTEL TO THE BACK
 OF CURB OF THE WAWA PARKING. SHOW PARCEL/PROPERTY LINE,
 DIMENSIONS, SURFACE FEATURES, BREAKPOINTS, ETC.
  
 3. CAN THE EXFILTRATION TRENCH WITHIN THE GARAGE BE
 RELOCATED TO THE SURFACE PARKING? IT MAY BE MORE
 DIFFICULT TO REPLACE THE EXFILTRATION TRENCH WITHIN THE
 GARAGE WITH THE TRENCH SYSTEM LOSES IT DISPOSAL
 CAPACITY IN THE FUTURE.
  
 4. IDENTIFY WHAT CHANGES ARE PROPOSED OUTSIDE THE HOTEL
 PARCEL. THERE IS A CONCRETE PATH SHOWN ON SECTION A-A
 (SHEET C-04) ON THE CURRENT HOTEL SUBMITTAL SET. THIS
 10 FT STABILIZED ACCESS DOES NOT APPEAR ON THE PLANS
 FOR RIVERSTONE. THERE ARE ALSO MULTIPLE DRAINAGE PIPES
 GOING INTO THE RETENTION AREA SOUTH OF RIVERSTONE SHOWN
 ON THE CURRENT HOTEL PLAN SET THAT ARE NOT SHOWN ON THE
 RIVERSTONE SET PLANS.
  
 5. THE 17.50 SPOT GRADE SHOWN BELOW THE CALLOUT FOR
 DRAINAGE STRUCTURE NO. 10 APPEARS TO BE FOR THE TOP OF
 CURB. VERIFY THE PAVEMENT SLOPE IN FRONT OF THE DOUBLE
 DOORS IS WHAT IS INTENDED.
  
 6. DETAIL 10 CONTROL STRUCTURE (CS-01) ? EXPLAIN WHAT A
 CPM BAFFLE IS.
  
 7. THE SWPPP PLAN MAY NEED TO BE MODIFIED TO ALLOW
 ACCESS TO THE RIVERSTONE SITE. THE SOIL TRACKING
 PREVENTION STRIP WILL NEED TO BE RELOCATED IF IT IS
 LOCATED IN THE SHARED ROADWAY.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH
 THE ENGINEERING PERMIT SUBMITTAL.
  
 2. PROVIDE COPY OF SFWMD ERP PERMIT MODIFICATION BEFORE
 START OF CONSTRUCTION.
  
 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE
 ENGINEERING PERMIT SUBMITTAL.
  
 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 1 Status F Date 07-13-2022 Cont ID  
Sent By vnoel Date 07-13-2022 Time 13:52 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2022-07-13 13:58:541. SURVEY NEEDS TO BE SIGNED/SEALED.
 2. NEED TO DELINEATE ON PLANS WHAT IS BEING BUILT WITH
 THIS REQUEST. REMOVE/CROSS OUT WHAT HAS OR IS UNDER
 CONSTRUCTION.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 07-08-2022 Cont ID  
Sent By   Date 07-08-2022 Time   Rev Time  
Received By   Date 07-08-2022 Time   Sent To  
Notes
2022-07-08 13:29:52TRAFFIC STUDY COMMENTS
 1) PROVIDE UPDATED COUNTY TPS LETTER
 2) FIGURE 1-3 DEPICTING THE I-95 FUTURE DIAMOND
 INTERCHANGE IS OUTDATED. PLEASE PROVIDE A MORE RECENT
 AND UPDATED ONE
 3) THE PRIOR SITE WAS APPROVED UNDER THE CONDITIONS
 THAT DEVELOPMENT(S) ON THESE PARCELS TOTALING 11.61
 ACRES SHALL BE RESTRICTED TO GENERATE NO MORE THAN
 10,677 WEEKDAY DAILY EXTERNAL TRIPS OR 331 WEEKDAY AM
 PEAK HOUR EXTERNAL TRIPS OR 1,003 WEEKDAY PM PEAK HOUR
 EXTERNAL TRIPS, OR AS REVISED, WHEN EVALUATED USING THE
 LATEST PALM BEACH COUNTY TRIP GENERATION RATES PER THE
 FLU AMENDMENT TRAFFIC ANALYSIS. THE PROPOSED
 DEVELOPMENT IS NOT IN COMPLIANCE OF THE AM PEAK
 CONDITION. THUS, A REDUCTION IN DEVELOPMENT INTENSITIES
 AND/OR SIGNIFICANT MITIGATION MEASUREMENTS MUST BE
 DISCUSSED AND IMPLEMENTED.
  
 SITE PLAN COMMENTS
 1) COORDINATE WITH FDOT WITH RESPECT TO THE I-95/45TH
 ST INTERCHANGE RECONSTRUCTION. PROPOSED DEVELOPMENT'S
 DRIVEWAY AND INTERSECTION CONFIGURATION AT 45TH ST MUST
 MATCH OR ALIGN WITH THE FUTURE INTERCHANGE DESIGN
 2) DEPENDING ON FDOT INTERCHANGE DESIGN, THE EXISTING
 BICYCLE LANE MUST BE MAINTAINED AND IMPROVED OR
 POSSIBLY SUBSTITUTED WITH A MULTI-USE PATH ALONG SITE
 FRONTAGE
 3) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR
 SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED
 DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES CLEARLY
 DEFINED. PROVIDE AN ANALYSIS FOR THE LOADING ZONE
 NEARBY THE GARAGE ENTRANCE AS WELL. ANALYSIS SHOULD BE
 PROVIDED IN A SEPARATE FILE/DRAWING. PLEASE PROVIDE
 DOCUMENT NAME AND SHEET NUMBER SHOWCASING THE ANALYSIS.
 4) PROVIDE TRANSPORTATION DEMAND MANAGEMENT (TDM)
 MEASURES
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 07-12-2022 Cont ID  
Sent By llouie Date 07-12-2022 Time   Rev Time  
Received By llouie Date 07-12-2022 Time   Sent To  
Notes
2022-07-12 16:15:14GENERAL COMMENTS:
  
 1.) SURVEY MUST BE DATED LESS THAN A YEAR OLD AND MUST
 BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND
 SURVEYOR. THE SUBMITTED SURVEY IS MORE THAN A YEAR OLD
 (2019) AND HAS NOT BEEN SIGNED AND SEALED. SEE SURVEY
 REQUIREMENTS ON PAGE 5 OF THE 2022 DEVELOPMENT
 APPLICATION.
  
 2.) AS DISCUSSED DURING THE PRE-APPLICATION MEETING,
 COORDINATION AND A REVISED PRE-DETERMINATION LETTER ON
 THE PROPOSED CHANGE TO THE APPROVED DEVELOPMENT SHALL
 BE REQUIRED FROM FDOT.
  
 3.) A TPS LETTER FROM THE PALM BEACH COUNTY TRAFFIC
 DIVISION IS REQUIRED.
  
 4.) THE APPROVED PEDESTRIAN POCKET PLAZA LINKING PODS 1
 AND 2 OF THE COMMERCIAL PLANNED DEVELOPMENT (CPD), HAS
 BEEN ELIMINATED IN THE PROPOSED AMENDMENT TO
 ACCOMMODATE THE PARKING GARAGE FOR THE HOTEL. THE
 POCKET PLAZA WAS A CRITICAL ELEMENT FOR
 HORIZONTAL-INTEGRATION AND THE APPROVAL OF THE CPD BACK
 IN 2020. THE POCKET PLAZA MUST REMAIN.
  
 5.) THE PLAN REVIEW IS INCOMPLETE DUE TO MISSING
 PLANS/INFORMATION. REQUIRED AND PROVIDED FAR
 CALCULATIONS WILL NEED TO BE VERIFIED FOR THE ENTIRE
 CPD (AND EACH DEVELOPMENT PARCEL). THERE SEEMS TO BE
 INCONSISTENCIES WITH THE NUMBERS AND CALCULATIONS IN
 THE SUBMITTED PLANS (VS. APPROVED PLANS).
  
 6.) IN THE JUSTIFICATION STATEMENT, PLEASE IDENTIFY HOW
 THE WAIVERS REQUESTED IN THIS MAJOR AMENDMENT WILL
 PROVIDE ADDITIONAL BENEFIT THE PROJECT AND CITY. ALSO,
 WHAT ARE THE "TRADE-OFFS" FOR THE WAIVERS REQUESTED,
 AND MITIGATION MEASURES AS IT SPECIFICALLY RELATES TO
 THE PROPOSED CHANGES TO THE CPD.
  
 7.) THE HOTEL MARKET STUDY IDENTIFIES THE PROJECT AS A
 "FULL SERVICE HOTEL" ; HOWEVER, THE PLANS INDICATE THAT
 THE HOTEL IS A "LIMITED SERVICE HOTEL." PLEASE ADDRESS
 THIS DISCREPANCY.
  
 8.) ALL PLANS AND DOCUMENTS SHALL BE PROVIDED IN HARD
 COPY AND DIGITAL FORMAT. NOT ALL DOCUMENTS/PLANS HAVE
 BEEN PROVIDED IN BOTH FORMATS (I.E. ARCHITECTURAL
 PLANS).
  
 9.) CHANGES TO ANY PLANS WILL REQUIRE ALL PLANS TO
 MATCH FOR CONSISTENCY.
  
  
 MASTER DEVELOPMENT PLAN:
  
 1.) THE PROPOSED AMENDMENT TRIGGERS CHANGES TO THE
 INFORMATION/OVERALL SITE CALCULATIONS PROVIDED IN THE
 APPROVED MASTER DEVELOPMENT PLAN (SHEET MDP-1). THIS
 SHEET MUST BE REVISED WITH THE PROPOSED CHANGES AND
 INCLUDED AS PART OF THE PLAN PACKET.
  
  
 SITE PLAN COMMENTS:
  
 1.) PLEASE REESTABLISH THE PEDESTRIAN POCKET PLAZA.
 THIS IS A CRITICAL ELEMENT IN THE ORIGINAL APPROVAL FOR
 THE CPD.
  
 2.) THE FLOOR AREA RATIO (FAR) CALCULATIONS CANNOT BE
 VERIFIED. THE BUILDING CALCULATIONS FOR THE RESIDENTIAL
 POD AND HOTEL POD ARE INCONSISTENT WITH THE APPROVED
 AND SUBMITTED PLANS. PLEASE ADDRESS FOR CONSISTENCY.
 THE APPLICANT WILL BE REQUIRED TO PROVIDE PLANS THAT
 SHOW THE FAR CALCULATIONS BREAKDOWN FOR ACCURACY.
  
 3.) WAIVER(S) REQUESTED TO THE BUILDING SETBACK(S)
 CANNOT BE VERIFIED. MORE INFORMATION IS NEEDED ON THE
 BUILDING HEIGHTS AND SETBACKS (I.E. IF HOTEL AND GARAGE
 ARE CONNECTED, THE HIGHEST POINT OF THE CONNECTED
 BUILDING WILL BE USED AS THE BUILDING HEIGHT. IF THE
 BUILDINGS ARE SEPARATED, BOTH BUILDINGS MUST MEET THE
 MINIMUM SETBACK REQUIREMENTS FOR EACH BUILDING HEIGHT
 OF THE ZLDRS). THE SETBACK CALCULATIONS PRESENTED IN
 THE WAIVER TABLE (IN THE PLANS) ARE ALSO INCORRECT
 BASED ON THE (INCORRECT) NUMBERS PROVIDED.
 INFORMATION MUST BE CORRECTED FOR ACCURACY.
  
 4.) WHY ARE THERE MULTIPLE WAIVER REQUEST TABLES IN THE
 PLANS? PLEASE PRESENT WAIVER INFORMATION IN AN EASY TO
 READY FORMAT THAT CLEARLY DISTINGUISHES WHICH WAIVERS
 HAVE BEEN APPROVED/PROPOSED AND WHICH POD ARE THEY
 APPLICABLE TO.
  
 5.) ARE ANY CHANGES BEING PROPOSED WITHIN THE
 RESIDENTIAL POD? IF SO, ALL CHANGES MUST BE CLEARLY
 IDENTIFIED IN THE PLANS AND ALSO SPECIFIED IN THE
 JUSTIFICATION STATEMENT. THE SUBMITTED PLANS SEEM TO
 SHOW IMPROVEMENTS WITHIN THE RESIDENTIAL POD THAT
 DIFFER FROM THE APPROVED PLANS.
  
 6.) DID THE NUMBER OF TYPE OF UNITS WITHIN THE
 RESIDENTIAL POD CHANGE? THE TABULATION FOR THE TYPE OF
 UNITS DO NOT MATCH THE APPROVED PLANS FOR THE
 RESIDENTIAL POD.
  
 7.) IN ADDITION TO ADDRESSING THE INTEGRATION
 REQUIREMENTS WITH THE OTHER PODS AS PART OF THE CPD,
 THE HOTEL PARCEL MUST BE ABLE TO MEET THE MINIMUM
 REQUIREMENTS OF THE ZLDRS AS A STAND-ALONE PARCEL,
 INCLUDING THE MINIMUM BUILDING, PARKING/LOADING,
 LANDSCAPING, LOT COVERAGE, ETC. THERE ARE ELEMENTS IN
 THE DESIGN (I.E. PROPOSED LOADING ZONE) THAT ARE NOT
 PROVIDED ON-SITE AND CANNOT COUNT TOWARDS MEETING THE
 MINIMUM REQUIREMENT(S) OF THE ZLDRS FOR THE INDIVIDUAL
 PARCEL.
  
 8.) EXPLAIN HOW THE PROPOSED NEW LOADING ZONE LOCATED
 WITHIN THE NOW PROPOSED GATED RESIDENTIAL POD WILL
 FUNCTION. THIS DOES NOT SEEM TO BE AN APPROPRIATE
 LOCATION FOR THE LOADING ZONE AND DOES NOT ADDRESS THE
 LOADING ZONE REQUIREMENT FOR THE HOTEL.
  
 9.) PROPOSED RESTAURANT CALCULATIONS MUST BE CLARIFIED.
 OUTDOOR SEATING FOR THE RESTAURANT SHALL BE INCLUDED IN
 THE RESTAURANT SQUARE FOOTAGE. IS THE PROPOSED
 BAR/LOUNGE PART OF THE RESTAURANT? IF SO, IT MUST ALSO
 BE INCLUDED IN THE CALCULATIONS. REVISE CALCULATIONS
 FOR ACCURACY.
  
 10.) BASED ON COMMENT ABOVE, THE PARKING CALCULATIONS
 PROVIDED ARE INCORRECT.
  
 11.) PARKING CALCULATIONS DO NOT MATCH THE NUMBER OF
 SPACES PROVIDED IN THE SITE PLAN (I.E. THERE'S A
 DISCREPANCY IN THE NUMBER OF SURFACE SPACES COUNTED FOR
 THE HOTEL AND IT DOES NOT MATCH THE NUMBER PROVIDED IN
 THE PARKING CALCULATIONS, ETC.). PLEASE ADDRESS FOR
 CONSISTENCY.
  
 12.) THE BUILDING SETBACK FOR THE PROPOSED HOTEL GARAGE
 IS 5 FT. FROM THE FRONT (WEST) PROPERTY LINE. PLEASE
 SPECIFY AND ILLUSTRATE WHAT DECORATIVE FEATURES,
 LANDSCAPING, ETC. ON/ALONG THE GARAGE STRUCTURE WILL BE
 PROVIDED TO SOFTEN THE APPEARANCE OF THE GARAGE
 STRUCTURE FROM THE WEST/I-95 VIEW.
  
 13.) ALL DIMENSIONS SHALL BE PROVIDED IN THE PLANS,
 INCLUDING BUILDING SETBACKS, STRUCTURAL SETBACKS (I.E.
 LIGHT POLES, ETC.), DRIVE AISLE WIDTHS, PARKING STALL
 DIMENSIONS, ACCESS POINTS, LANDSCAPE ISLANDS, ETC.
 DIMENSIONS ARE REQUIRED IN THE PLANS TO DEMONSTRATE
 COMPLIANCE WITH THE ZONING AND LAND DEVELOPMENT
 REGULATIONS (ZLDRS).
  
 14.) SOME OF THE BUILDING/STRUCTURAL SETBACKS HAVE
 CHANGED FROM THE APPROVED PLANS FOR THE OVERALL CPD
 (I.E. WEST MONUMENT SIGN WITHIN POD 1 - WAWA).
  
 15.) ALONG WITH THE SITE/PARKING CALCULATIONS, SITE
 INFORMATION MUST ALSO BE UPDATED/CORRECTED (I.E. FUTURE
 LAND USE AND ZONING DESIGNATIONS, TYPOS, ETC.).
  
  
 FREESTANDING MASTER SIGN PROGRAM:
  
 1.) HAS THERE BEEN ANY CHANGES TO THE INFORMATION AND
 LOCATION OF ANY FREESTANDING SIGNS (INCLUDING
 DIRECTIONAL/INFORMATIONAL SIGNAGE) WITHIN THE APPROVED
 CPD/MASTER FREESTANDING SIGN PROGRAM? IF SO, THESE
 CHANGES MUST BE REFLECTED IN THE SIGN PROGRAM DOCUMENT.
  
  
 ARCHITECTURAL COMMENTS:
  
 1.) ARCHITECTURAL PLANS ARE INCOMPLETE IN THE
 SUBMITTAL. THE FLOOR PLANS ARE MISSING AND SHALL BE
 PROVIDED AS PART OF THE AMENDMENT APPLICATION.
  
 2.) PLEASE SHOW BREAKDOWN OF FAR/NON-FAR CALCULATIONS
 FOR THE PROPOSED HOTEL AMENDMENT.
  
 3.) SHOW SPACE CALCULATIONS THAT ILLUSTRATE THAT THE
 PROPOSED HOTEL IS A LIMITED SERVICE HOTEL (CANNOT
 EXCEED 7.5% OF GROSS BUILDING AREA DEVOTED TO GUEST
 AMENITIES). [ZLDR S.94-611]
  
 4.) THE ELEVATIONS MUST CLEARLY SHOW THE EXACT HEIGHT
 OF THE PROPOSED HOTEL BUILDING AND GARAGE STRUCTURE
 FROM GRADE TO THE HIGHEST POINT OF BUILDING.
  
 5.) PARKING SPACE (INCLUDING COMPACT, ADA), BICYCLE
 PARKING CALCULATIONS SHALL BE PROVIDED IN THE FLOOR
 PLANS TO ILLUSTRATE THAT THE PROPOSED PROJECT MEETS THE
 MINIMUM PARKING REQUIREMENTS OF THE ZLDRS. [ZLDR
 S.94-485]
  
 6.) IT IS HIGHLY RECOMMENDED THAT DECORATIVE FEATURES
 BE INCORPORATED ON THE GARAGE STRUCTURE WHERE HIGHLY
 VISIBLE (I.E. VIEW FROM THE WEST/I-95). THE PROPOSED
 SETBACK FOR THE GARAGE STRUCTURE IS ONLY 5 FT. FROM THE
 PROPERTY LINE AND ADDITIONAL MEASURES SHOULD BE
 INCORPORATED TO SOFTEN THE APPEARANCE OF THE STRUCTURE
 FROM THE WEST. CONSIDERATION SHOULD ALSO BE MADE FOR
 THE RESIDENTIAL GARAGE STRUCTURE THAT IS CURRENTLY
 UNDER CONSTRUCTION.
  
 7.) NO DIGITAL SUBMISSION OF THE ARCHITECTURAL PLANS.
 PLEASE PROVIDE.
  
  
 PHOTOMETRIC COMMENTS:
  
 1.) LOCATION OF LIGHT POLES SHALL BE PROVIDED IN ALL
 PLANS FOR CONSISTENCY AND TO DETERMINE IF THE PLACEMENT
 OF THE POLE FIXTURES WILL BE IN CONFLICT WITH OTHER
 SITE ELEMENTS/STRUCTURES.
  
 2.) PROVIDE SETBACK DISTANCE FROM THE POLE FIXTURES TO
 THE PROPERTY LINES. A MINIMUM SETBACK OF 5 FT. FROM THE
 POLE FIXTURE TO THE PROPERTY LINE IS REQUIRED. [ZLDR
 S.94-145(2)]
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF FOUR
 (4) FULL COLORED PAPER COPIES, ONE (1) REDUCED COPY IN
 11 INCHES X 17 INCHES, AND AN ELECTRONIC COPY OF ALL
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 * ANY CHANGES ON THE RESUBMITTED PLANS MAY RESULT IN
 ADDITIONAL COMMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20 PERCENT OF THE ORIGINAL APPLICATION FEE.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
  
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