City of West Palm Beach eGovPlus

Plan Review Details - Project Z23010013

Plan Review Stops For Project Z23010013

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	P	Date	02-08-2023			Cont ID
Sent By	rbrown			Date	02-08-2023	Time	19:24	Rev Time	0.00
Received By	rbrown			Date	02-08-2023	Time	19:21	Sent To

Notes

2023-02-08 19:36:15	DEVELOPMENT 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. FLOOD ZONE. ACCORDING TO THE ADOPTED FLOOD INSURANCE
	RATE MAPS (FIRMS), THE PROPOSED BUILDING IS IN FLOOD
	ZONE AE, WITH A BASE FLOOD ELEVATION OF 12.7 FT NAVD.
	THE FIRST FLOOR OF THE BUILDING AND ALL ASSOCIATED
	MECHANICAL EQUIPMENT (CHILLERS, GENERATORS ETC.) SHALL
	BE 24 INCHES (FREEBOARD) ABOVE THE BASE FLOOD
	ELEVATION.

	3. ELECTRIC VEHICLE CHARGING STATION. IF ELECTRIC
	VEHICLE (EV) CHARGING STATIONS ARE PROVIDED AT LEAST 1
	IN 25 MUST COMPLY WITH ACCESSIBLE PARKING SPACE
	REQUIREMENTS.

	4. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT,
	THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR
	THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT,
	AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE
	FLORIDA BUILDING CODE.

	5. 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.

	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 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	01-30-2023		Cont ID
Sent By	rrossano			Date	01-30-2023	Time	Rev Time
Received By	rrossano			Date	01-30-2023	Time	Sent To

Notes

2023-01-30 09:27:12	Z23010013 - CENTREPARK MAJ AMEND 1.3.2023
	COMMENTS 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. HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3266/
	637521981284930000
	B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
	FOUND HERE:
	HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-
	FORMS-PERMITS-AND-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. HTTPS://WWW.WPB.ORG/GOVERNMENT/PUBLIC-UTILITIES/BACK
	FLOW-PREVENTION-AND-CROSS-CONNECTION
	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.

	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 INCLUDING PIPE SIZE AND MATERIAL LOCATED IN
	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. PLEASE
	INCLUDE FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
	TELECOMMUNICATION FACILITIES INCLUDING PIPE SIZE AND
	MATERIAL LOCATED IN THE RIGHT-OF-WAY.
	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.
	FORMAL ENGINEERING REVIEW:
	O FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND NPDES
	NOI REQUIREMENTS WILL BE ENFORCED.
	- AN NOI IS REQUIRED FOR PROJECTS THAT:
	- 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS
	THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF
	DEVELOPMENT OR SALE;
	- 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE
	STATE OR TO SURFACE WATERS OF THE STATE THROUGH A
	MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4).
	- THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF
	CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION
	THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL
	SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT
	OF THE 10-2 CERTIFICATION.
	O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
	EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
	O FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF
	WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
	O FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING
	APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT
	SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING
	SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED
	LEAD-FREE DESIGN.
	O FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
	ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
	LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
	PARCELS.
	O FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE
	BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES.
	O FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO PROVIDE
	50 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF
	PROPOSED TRENCH IN CITY MAINTAINED ROADWAY AREAS PER
	CITY OF WPB STANDARD DETAIL GC-8.
	O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
	CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
	PROPOSED IMPROVED AREAS.
	QUESTIONS AND COORDINATION CONTACTS:
	O MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR WITH
	CITY OF WPB PUBLIC UTILITIES, REGARDING PLACEMENT OF
	BACKFLOW DEVICES AND WATER METERS. CONTACT HIM AT
	561-822-2262 OR [email protected]
	O COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS
	EXAMINER, [email protected] , 561-494-1101:
	O COMMENTS FROM TRACY WARD, SR. STORMWATER ENGINEER,
	ENG. SERVICES DEPT. AT 561-494-1120 OR [email protected]

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	02-07-2023			Cont ID
Sent By	pleduc			Date	02-07-2023	Time		Rev Time	0.00
Received By	pleduc			Date	02-07-2023	Time	10:08	Sent To

Notes

2023-02-07 10:31:26	THE 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. THE FDC ON THE EAST SIDE IS ACCEPTABLE.

	A 2ND FDC IS RECOMMENDED TO BE LOCATED AND THE WEST
	PROPERTY LINE ARE ALONG CENTREPARK BLVD, HOWEVER, A
	FIRE HYDRANT WILLNEED TO BE LOCATED WITHIN 100' ON THE
	SAME SIDE OF THE ROADWAY.

	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 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 FOR BUILDING 6 OR MORE STORIES.
	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.

	10A. PLEASE REVIEW THE 9TH FLOOR AMENITY DECK FOR
	OCCUPANCY LOAD CALCULATIONS, NUMBER OF EXITS, EXIT
	WIDTHS AND EXIT TAVEL DISTANCES TO ENSURE COMPLIANCE
	WITH NFPA 101, CH 7 MEANS OF EGRESS REQUIREMENTS.

	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 - I WAS UNABLE TO LOCATE A FIRE
	COMMAND CENTER ON THE 1ST FLOOR PLAN.

	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. AREAS OF REFUGE SHALL COMPLY WHERE APPLICABLE PER
	THE BUILDING CODE AND NFPA 101, CH 7, MEANS OF EGRESS.

	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.


	PETER LEDUC
	FIRE MARSHAL
	561-804-4709
	[email protected]

Review Stop	L			LANDSCAPING
Rev No	1	Status	F	Date	02-08-2023			Cont ID
Sent By	rcaranci			Date	02-08-2023	Time	13:19	Rev Time	0.00
Received By	rcaranci			Date	02-08-2023	Time	13:19	Sent To

Notes

2023-02-08 13:19:29	FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
	561-822-1462
	PROJECT: 1415 (1885) CENTREPARK Z23010013 PB791NN
	(Z22060006 PB791LL)
	FEBRUARY 7, 2023
	I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
	PROVIDE THE FOLLOWING COMMENTS:


	1. CHANGES MUST BE CLOUDED ON THE LANDSCAPE PLANS TO
	INDICATE WHAT IS PROPOSED WHEN COMPARED TO THE APPROVED
	PLANS.

	2. PROVIDE A LANDSCAPE REQUIREMENTS CHART REFLECTING
	THE PROPOSED CHANGES AND A FINAL PLANT LIST AS SHOWN ON
	THE APPROVED PLANS.

	3. PARTIALLY SATISFIED. ON THE LANDSCAPE REQUIREMENTS
	CHART, CORRECT THE SITE LANDSCAPE CALCULATIONS TO SHOW
	THE SHADE TREE AND FLOWERING TREE CALCULATIONS BASED ON
	40 PERCENT REQUIRED OPEN SPACE PER CPD ZONING, AND THEN
	ADD THE MULTIFAMILY TREES TO ACHIEVE THE TOTAL TREES
	REQUIRED. THEN SHOW PROVIDED NUMBER OF TREES ON SITE.
	ONCE ANY TREE PLANTING PLAN FOR THE POA PARCELS HAS
	BEEN FINALIZED AND SUBMITTED FOR REVIEW, THE FINAL
	COUNT OF DEFICIENT TREES SHALL BE DETERMINED. THE
	WAIVER FOR THE OPEN SPACE DOES NOT AFFECT THE
	CALCULATIONS FOR REQUIRED OPEN SPACE TREES, FLOWERING
	TREES AND SHRUBS.
	PROVIDE A FINAL TALLY OF THE TREE COUNTS AS SHOWN IN
	THE PROJECT TREES CHART ON SHEET LP-7 OF THE APPROVED
	PLANS.
	2/7/23 THE JUSTIFICATION STATEMENT FOR THE ADDITION OF
	UNITS STATES THE NUMBER OF TREES THAT WILL BE PLANTED
	OFF SITE, BUT THE PLANS DO NOT SHOW THE BREAKDOWN OF
	THE NUMBER OF TREES PROVIDED AND THEIR LOCATIONS. THIS
	MUST BE CLEARLY PROVIDED ON THE PLANS.


	4. SATISFIED. TREES PROPOSED ON PARCEL 4 CANNOT BE
	COUNTED TOWARD THE REQUIREMENTS FOR THIS LOT. SHOW THE
	OFFSITE TREES RELATED TO THE RECONFIGURATION OF THE
	EXISTING PARKING AREA AS A SEPARATE PLAN AND PLANT
	LIST. ADDRESS ALL MISSING PARKING AREA TREES IN
	TERMINAL ISLANDS.
	THIS IS A SEPARATE PARCEL, SO WILL REQUIRE AN AMENDMENT
	TO THAT PARCEL???S APPROVED SITE PLAN AND LANDSCAPE
	PLAN. PLACEMENT OF UTILITY LINES FOR THE PROPOSED SITE
	WITHIN THIS PARKING AREA CREATES NONCONFORMING
	LANDSCAPE AREAS BY DISPLACING REQUIRED TREES.

	5. PARTIALLY SATISFIED. THE SEWER LINE SHOWN IN THE
	PARKING AREA OF PARCEL 4 CUTS THROUGH THE LANDSCAPE
	ISLAND IN CONFLICT WITH THE REQUIRED TREE. THIS NEEDS
	TO BE RELOCATED TO AVOID THE LANDSCAPE AREA.

	6. NOT SATISFIED. THE WATER AND FIRE LINES HAVE BEEN
	MOVED BACK ONTO PARCEL 4 IN CONFLICT WITH LANDSCAPING.
	THIS NEEDS TO BE RESOLVED.
	2/7/23 PLACEMENT OF WATER METER ON CIVIL PLAN SHEET IS
	IN CONFLICT WITH LANDSCAPING ON SHEET LP.5.



	7. SATISFIED. THE APPROVED LITTORAL PLANTING PLAN SHOWS
	AREAS WITH EACH SPECIES AS A GROUP. THE PROPOSED LAYERS
	OF DIFFERENT SPECIES DOES NOT WORK FOR ESTABLISHING
	PLANTINGS.
	THE LITTORAL PLANTINGS ARE REFERENCED TO BE SHOWN ON
	SHEET LP-6 BUT ARE NOT FULLY SHOWN.

	RESOLUTION NO. 97-17

	8. PARTIALLY SATISFIED. PER EXHIBIT F, APPROVAL FROM
	THE ARCHITECTURAL REVIEW BOARD MUST BE PROVIDED FOR THE
	LANDSCAPE AND IRRIGATION PROPOSED.
	THIS NEEDS TO BE CLARIFIED WHEN APPROVAL WILL BE
	PROVIDED FOR THE PROPOSED CHANGES TO THE PLANS.

	9. PARTIALLY SATISFIED. SHOW LOCATION OF PUMP EQUIPMENT
	AND SOURCE FOR THE IRRIGATION SYSTEM TO MEET CONDITION
	#11 REQUIRING USE OF SURFACE WATER FROM LAKES.
	A NOTE ON SHEET LP.4 READS: ALL IRRIGATION ON THIS
	LEVEL SHALL BE PROVIDED USING POTABLE WATER. EXPLAIN
	HOW THIS IS AN EXCEPTION TO THE REQUIREMENT.

	ADDITIONAL COMMENTS 2/7/23:

	10. SITE PLAN SHEET SP-1 DOES NOT MATCH CIVIL OR
	LANDSCAPE PLANS WITH THE SAME REVISION DATE. PARKING ON
	4N IS DIFFERENT. SIGN IN ENTRANCE MEDIAN IS NOT SHOWN
	ON LANDSCAPE PLAN.

	CONDITIONS OF APPROVAL
	1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
	THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
	SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
	SERVICES DEPARTMENT, PLANNING DIVISION.

Review Stop	PARK		PARKING
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
Received By			Date	Time	Sent To

Notes

***NONE***

Review Stop	POLICE		POLICE
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
Received By			Date	Time	Sent To

Notes

***NONE***

Review Stop	PU			PUBLIC UTILITIES
Rev No	1	Status	P	Date	02-06-2023			Cont ID
Sent By	relizond			Date	02-06-2023	Time	09:03	Rev Time	0.00
Received By	relizond			Date	02-06-2023	Time	09:03	Sent To

Notes

***NONE***

Review Stop	PU-CS			PUBLIC UTILITIES CUSTOMER SRVC
Rev No	1	Status	P	Date	02-03-2023			Cont ID
Sent By	mhurley			Date	02-03-2023	Time	07:54	Rev Time	0.00
Received By	mhurley			Date		Time		Sent To

Notes

2023-02-03 07:54:27

SUBMIT PROPOSED CHANGES TO E21080013 FOR REVIEW.

Review Stop	PW			PUBLIC WORKS
Rev No	1	Status	F	Date	02-09-2023		Cont ID
Sent By				Date	02-09-2023	Time	Rev Time
Received By				Date	02-09-2023	Time	Sent To

Notes

2023-02-09 12:10:23	1- PLEASE PROVIDE REVISED 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- THE COMPACTOR ROLL-OUT CONTAINERS SHALL BE FRONT
	LOAD TYPE IN ORDER TO BE COMPATIBLE WITH THE CITY
	COLLECTION TRUCKS
	2- 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.
	3- 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).
	4- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE
	CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA
	STATUES [553.5041 F.S.].
	SIGNAGE PLAN. ALL STRIPING AND SIGNAGE SHALL COMPLY
	WITH THE LATEST CITY OF WEST PALM BEACH STANDARD
	DETAILS AND MEET THE M.U.T.C.D. LATEST EDITION.

Review Stop	STORM			STORMWATER
Rev No	1	Status	F	Date	02-09-2023			Cont ID
Sent By	tward			Date	02-09-2023	Time	09:51	Rev Time	0.00
Received By	tward			Date	02-09-2023	Time	09:52	Sent To

Notes

2023-02-09 09:52:02	THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
	DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
	PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
	ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
	APPLICATION PROCESSES.

	THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
	PLAN APPROVAL:

	1. THE CITY'S OFFICIAL VERTICAL DATUM PER CITY CODE IS
	NGVD1929. THE NAVD1988 VERTICAL DATUM MAY BE USED IF
	THE CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929
	IS PROVIDED. LIST ON THE ENGINEERING PLAN THE VERTICAL
	DATUM USED AND PROVIDE THE CONVERSION EQUATION TO
	NGVD1929.

	2. IT APPEARS THE GARAGE ENTRANCE CROSSES THE HANDICAP
	PARKING ACCESS AISLE.

	3. THE BUILDING ENCROACHES THE 20-FT CANAL BUFFER IN
	SEVERAL LOCATIONS.

	4. PROVIDE A CROSS SECTION OF THE ON-STREET PARKING
	SPACES. SHOW AND LABEL SURFACE FEATURES, MAJOR BREAK
	POINTS, THE RIGHT OF WAY LINE, STREET NAME AND GENERAL
	SURFACE SLOPES. PROVIDE DIMENSIONS FOR THE PARKING AREA
	AND THE DISTANCES FROM THE R/W TO THE BACK OF CURB AND
	BACK OF SIDEWALK.

	5. SIDEWALK EASEMENT MAY BE NEEDED FOR SIDEWALKS
	LOCATED OUTSIDE OF THE RIGHT OF WAY.

	6. PREVIOUS SITE PLANS FOR THIS LOCATION INCLUDED
	CHANGES TO THE RETENTION AREA (PARCEL L) TO THE SOUTH.
	ARE THOSE CHANGES STILL BEING CONSIDERED WITH THIS
	MAJOR AMENDMENT TO THE SITE PLAN?


	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 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)
	[email protected]

Review Stop	SURVEY			SURVEYING
Rev No	1	Status	F	Date	02-08-2023			Cont ID
Sent By	vnoel			Date	02-08-2023	Time	12:52	Rev Time
Received By	vnoel			Date		Time		Sent To

Notes

2023-02-08 13:17:40	1. WILL DECLARATION OF COVENENTS AND RESTRICTIONS NEED
	TO BE AMENDED DUE TO ENCROACHMENTS?
	2. 10' U.E. WILL NEED TO BE ABANDONED.
	3. ANY IMPROVEMENTS PROPOSED FOR TRACT "L"?
	4. PUBLIC UTILITIES WILL NEED TO APPROVE METER ASSEMBLY
	BEING OFF SITE ON ANOTHER PROPERTY.
	5. NEED TO SEE DETAIL OF RETAINING WALL AND RAILING
	ALONG L-2 CANAL "BY OTHERS". MAY NEED APPROVAL BY PALM
	BEACH COUNTY.
	6. ADDITIONAL COMMENTS WHEN CIVIL PLANS ARE SEPARATED
	IN WATER/SEWER AND PAVING/DRAINAGE.

Review Stop	TRAFFIC			TRAFFIC ENGINEERING
Rev No	1	Status	F	Date	02-10-2023		Cont ID
Sent By				Date	02-10-2023	Time	Rev Time
Received By				Date	02-10-2023	Time	Sent To

Notes

2023-02-10 20:41:31	TRAFFIC COMMENTS
	1) PROVIDE COUNTY TPS LETTER, ONCE AVAILABLE
	2) PROVIDE A FULL TRAFFIC STUDY. INDEPENDENTLY FROM THE
	VESTED DRI TRIPS, IT IS PROPER TO VERIFY NO SIGNIFICANT
	IMPACTS TO NEARBY INTERSECTIONS OR CORRIDORS
	3) PROVIDE SYNCHRO SIMULATION FILES USED TO PRODUCE THE
	LOS AND QUEUE RESULTS SHOWCASED IN THE TRAFFIC ANALYSIS
	4) DEPENDING ON THE OUTCOME OF THE TRAFFIC ANALYSIS,
	TRANSPORTATION DEMAND MANAGEMENT (TDM) AND/OR
	MITIGATION MEASURES MAY BE ENCOURAGED IF NOT NEEDED
	5) PERTAINING DRI ALLOCATIONS AS SHOWN IN APPENDIX B.
	CLEARLY CALCULATE AND PROVIDE CLEAN (NO HAND INK, NOR
	STRIKETHROUGHS) TABLES, SPECIFICALLY: (1) TOTAL MAXIMUM
	OVERALL DRI USES AND ALLOCATIONS, (2) EXISTING PLUS
	APPROVED USES AND ALLOCATIONS, (3) REMAINING BALANCE
	USES AND ALLOCATIONS. PLEASE VERIFY THAT THE PROPOSED
	DEVELOPMENT DOES NOT EXCEED THE BALANCES IN (3)
	6) IN THE APPENDIX, PLEASE ALSO PROVIDE A MAP OF THE
	DRI BOUNDARIES AND THE PARCELS WITHIN

	SITE COMMENTS
	7) PROVIDE A CONSTRUCTION MANAGEMENT PLAN. PLEASE REFER
	TO CITY CODE 86-246 FOR DETAILS
	8) PROPOSED LOADING ZONES BY THE ENTRANCE RAMP TO THE
	GARAGE DO NOT SEEM CONDUCIVE TO SAFE VEHICULAR
	MOVEMENTS. PLEASE PROVIDE AUTOTURN ANALYSIS SHOWCASING
	A TRUCK MANEUVERING IN AND OUT OF THE GARAGE FOR BOTH
	LOADING SPACES
	9) INSTALL PAVEMENT MARKINGS AT THE CENTREPARK DRIVE
	EAST EXIT DRIVEWAY SO TO DESIGNATE TWO TRAVEL LANES,
	SPECIFICALLY: A RIGHT-TURN-ONLY AND A LEFT-THROUGH
	10) PROVIDE A DEDICATED TURN-AROUND SPACE AT THE
	SOUTH-EAST DEAD-END PARKING LOT
	11) PROVIDE AND SHOWCASE IN THE SITE PLAN ADVANCED
	WARNING SIGNS FOR THE SPEED TABLE ALONG CENTREPARK
	BLVD, INCLUSIVE OF THE RECOMMENDED SPEED LIMIT
	12) PER CITY CODE SEC 94-111(C)(1): ???IN THOSE CASES
	WHERE THE SIDE OF ANY STALL IS ADJACENT TO A WALL,
	FENCE, BUILDING, OR OTHER PHYSICAL OBSTRUCTION, THE
	STALL WIDTHS SHALL BE INCREASED BY A MINIMUM OF ONE
	FOOT. WHERE THERE IS AN OBSTRUCTION ON BOTH SIDES OF
	THE STALL, THE STALL WIDTHS SHALL BE INCREASED BY A
	MINIMUM OF TWO FEET.??? PLEASE IDENTIFY AND DIMENSION
	SUCH SPACES ACCORDINGLY
	13) SHOWCASE IN THE SITE PLANS THE BIKE LANE TRANSITION
	PRIOR TO THE WESTBOUND RIGHT-TURN LANE ON CENTREPARK
	BLVD. THIS COMMENT WAS FIRST SUBMITTED ON 2020-10-30,
	AND NEVER FULFILLED. PLEASE COMPLY THIS TIME.

	VALERIO ORICCHIO
	CITY TRANSPORTATION ENGINEER
	561-494-1092
	[email protected]

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	02-09-2023			Cont ID
Sent By	jroach			Date	02-09-2023	Time	08:38	Rev Time	0.00
Received By	jroach			Date	02-09-2023	Time	08:38	Sent To

Notes

2023-02-09 08:39:16	PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING
	REVIEW COMMENTS:

	1. SATISFIED - A REVISED TPS APPROVAL LETTER SHALL BE
	PROVIDED FROM PALM BEACH COUNTY.

	2. AN UPDATED SCAD APPROVAL SHALL BE PROVIDED FROM THE
	SCHOOL DISTRICT OF PALM BEACH COUNTY. AN APPLICATION
	WAS PROVIDED AS PART THE SUBMITTAL ??? ARE YOU NEEDING
	THIS TO BE SIGNED BY THE CITY SO THAT IT CAN BE
	SUBMITTED TO THE SCHOOL DISTRICT?

	3. ALL COMMENTS FOR THE MINOR AMENDMENT SHALL BE
	ADDRESSED AND INCORPORATED INTO THE PLANS FOR THE MAJOR
	AMENDMENT. PLEASE REFER TO THE COMMENTS ASSOCIATED WITH
	PB CASE NO. 791LL (PROJECT #Z22060006).

	4. DIMENSIONING NEEDS TO BE PROVIDED FOR THE PARKING
	GARAGE TO ENSURE COMPLIANCE (AISLES, SPACES, ETC.).
	________________________________________

	PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:

	A) WRITTEN RESPONSES TO COMMENTS MADE BY ALL
	DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.

	B) ELECTRONIC COPIES OF REVISED PLANS AND/OR DOCUMENTS
	SHALL BE PROVIDED.

	C) PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
	ADDITIONAL COMMENTS.

	D) IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
	ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
	CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
	REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.

	E) 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 ACCESSED A RESUBMITTAL FEE. SUCH FEE
	WILL BE 20% OF THE ORIGINAL APPLICATION FEE.
	________________________________________

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	JOHN P. ROACH, AICP, PRINCIPAL PLANNER
	CITY OF WEST PALM BEACH
	DEVELOPMENT SERVICES DEPARTMENT ??? PLANNING DIVISION
	401 CLEMATIS STREET - P.O. BOX 3147
	WEST PALM BEACH, FLORIDA 33402

	P: 561.822.1448
	TTY: 800.955.8771
	E: [email protected]

	W: WPB.ORG