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Plan Review Details - Project Z22070019

Plan Review Stops For Project Z22070019

Review Stop	AIPP			ART IN PUBLIC PLACES
Rev No	2	Status	P	Date	07-11-2023			Cont ID
Sent By	swelter			Date	07-11-2023	Time	17:06	Rev Time	0.00
Received By	swelter			Date	07-11-2023	Time	17:09	Sent To

Notes

2023-07-11 17:09:24	PROJECT ELECTED OPTION #2 - CONTRIBUTION
	ART ASSESSMENT RCVD. WITH RESUBMITTAL APPLICATION

	ART FEES DUE BEFORE OR AT TIME OF BUILDING PERMIT FEES

	[email protected]

Review Stop	AIPP			ART IN PUBLIC PLACES
Rev No	1	Status	F	Date	08-09-2022			Cont ID
Sent By	scwelter			Date	08-09-2022	Time	14:43	Rev Time	0.00
Received By	scwelter			Date	08-11-2022	Time	10:07	Sent To

Notes

2022-08-11 10:07:09	PUBLIC ART REQUIREMENT:
	TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE OVER
	$500,000 IT IS 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.
	FOR SITE PLAN APPROVAL PUBLIC ART NEEDS TO BE
	IDENTIFIED ON THE SITE PLAN.
	OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO 75 PERCENT OF
	ONE PERCENT OF THE TOTAL CONSTRUCTION COSTS FOR DEPOSIT
	TO THE PUBLIC ART ACCOUNT.
	FOR SITE PLAN APPROVAL AN EMAIL TO [email protected]
	STATING THAT THE DEVELOPER IS CHOSEN OPTION IS
	REQUIRED.

	FOR EITHER OPTION A COMPLETED PUBLIC ART ASSESSMENT
	APPLICATION ALONG WITH EITHER THE ESCROW OF THE 1% OR
	IF CHOSEN OPTION 2 CONTRIBUTION INTO THE PUBLIC ART
	FUND IS REQUIRED AT TIME OF BUILDING PERMIT SUBMITTAL.

	CONTACT SYBILLE WELTER, ADMINISTRATOR OF PUBLIC ART &
	CULTURE AT [email protected] WITH FURTHER QUESTIONS.

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	P	Date	07-12-2023			Cont ID
Sent By	rbrown			Date	07-12-2023	Time	22:23	Rev Time	0.00
Received By	rbrown			Date	07-12-2023	Time	22:23	Sent To

Notes

2023-07-12 22:26:45	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. 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. 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.

	5. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
	CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
	CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
	NEIGHBORING PROPERTIES.

	6. 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.

	7. 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]


	ROBERT BROWN
	BUILDING OFFICIAL
	TEL: 561 805 6652
	EMAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	08-11-2022			Cont ID
Sent By	rbrown			Date	08-11-2022	Time	12:02	Rev Time	0.00
Received By	rbrown			Date	08-11-2022	Time	12:02	Sent To

Notes

2022-08-11 12:11:10	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. UNITY OF TITLE. FOR ANY BUILDING CROSSING A PROPERTY
	LINE, EITHER A RECORDED UNITY OF TITLE, OR SOME OTHER
	APPROVED LEGAL INSTRUMENT, SHALL BE INCLUDED WITH THE
	PERMIT APPLICATION, OR THE BUILDING MUST HAVE A FIRE
	WALL ALONG THE PROPERTY LINE, PER SECTION 202 OF
	FLORIDA BUILDING CODE, BUILDING, FIRE SEPARATION
	DISTANCE.

	3. STAIR EXIT DISCHARGE TO RIGHT OF WAY. GROUND FLOOR
	PLAN, SHEET A1-1.01, SHOWS BOTH STAIRS DISCHARGING INTO
	THE PARKING GARAGE. A FIRE-RATED EXIT PASSAGEWAY WOULD
	BE REQUIRED BECAUSE NO MORE THAN 50% OF THE EXIT
	CAPACITY IA ALLOWED TO DISCHARGE WITHIN THE BUILDING
	PER SECTION 1028.1 OF FLORIDA BUILDING CODE.

	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. 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.

	6. ENCLOSED PARKING GARAGES. IT APPEARS THAT THE
	PARKING GARAGE DOES NOT HAVE SUFFICIENT WALL OPENINGS
	TO MEET THE DEFINITION OF AN OPEN PARKING GARAGE. IF
	THAT IS THE CASE. 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. 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.

	8. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
	CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
	CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
	NEIGHBORING PROPERTIES.

	9. 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.

	10. 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]

	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	2	Status	P	Date	07-12-2023			Cont ID
Sent By	lquinone			Date	07-12-2023	Time	12:02	Rev Time	0.00
Received By	lquinone			Date	07-12-2023	Time	12:02	Sent To

Notes

***NONE***

Review Stop	ENG - PPRC			ENGINEERING - PPRC
Rev No	1	Status	F	Date	07-27-2022		Cont ID
Sent By	rrossano			Date	07-27-2022	Time	Rev Time
Received By	rrossano			Date	07-27-2022	Time	Sent To

Notes

2022-07-27 10:18:43	Z22070019 - 5179 BROADWAY, MIXED USE 7.26.22 SUB

	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. 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 PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG
	ENTIRE PROJECT FRONTAGE (CONDITION OF SITE PLAN
	APPROVAL).
	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, 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 MIKE TECHNOW, PROJECT ENGINEER, PUBLIC UTILITIES
	DEPARTMENT AT 561-494-1047 OR [email protected]
	O TRACY WARD, SR. STORMWATER ENGINEER, ENGINEERING
	SERVICES DEPT. AT 561-494-1120 OR [email protected]

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	07-07-2023			Cont ID
Sent By	pleduc			Date	07-07-2023	Time		Rev Time	0.00
Received By	pleduc			Date	07-07-2023	Time	14:43	Sent To

Notes

2023-07-07 14:46:23	THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
	FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
	BEACH FIRE DEPARTMENT.

	THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
	DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
	ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
	ARE SUBMITTED FOR PERMIT.

	THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
	PROPOSED PROJECT. THE FOLLOWING COMMENTS ARE INTENDED
	TO PROVIDE GUIDANCE FOR BUILDING PLAN 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 7TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
	INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.

	6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
	OCCUPANCY TYPE PER THE FLORIDA FIRE PREVENTION CODE.

	7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
	LOAD CALCULATION IS INCLUDED, AND THAT ADEQUATE WATER
	SUPPLY IS EXISTING OR WILL BE PROVIDED.

	8. 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.

	THE PROPOSED LOCATION OF THE FIRE HYDRANT IS ACCEPTABLE
	IF THE FDC IS WITHIN 100' AND, IF APPLICABLE, CLOSELY
	COORDINATED WITH THE BUREAU OF FIRE PREVENTION.

	9. PROVIDE FOR A FIRE SPRINKLER AND/OR FIRE ALARM PER
	THE APPLICABLE OCCUPANCY CODE. FOR ANY LIFE SAFETY
	ENGINEERED SYSTEM, I.E FIRE SPRINKLER AND FIRE ALARM,
	ENSURE THEY COMPLY WITH THE REQUIREMENTS OF F.A.C. 61G
	AND SUBMITTED WITH THE MASTER PERMIT.

	9A. THE LOCATION OF ANY APPLICABLE DDCV AND FIRE LINE
	LOCATIONS SHALL MEET AND BE INSTALLED PER 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.

	10. COMPLETE LIFE SAFETY PLANS FOR THE OCCUPANCY SHALL
	BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
	DISTANCES, EXIT SEPARATION 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. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
	SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
	DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.

	12. 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.

	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.

	IF APPLICABLE, CONTACT WILL NEED TO BE MADE TO KEN
	DECKER, , 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. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
	DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.

	15. 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	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	08-01-2022			Cont ID
Sent By	pleduc			Date	08-01-2022	Time		Rev Time	0.00
Received By	pleduc			Date	08-01-2022	Time	14:30	Sent To

Notes

2022-08-01 14:33:42	THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
	FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
	BEACH FIRE DEPARTMENT.

	THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
	DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
	ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
	ARE SUBMITTED FOR PERMIT.

	THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
	PROPOSED PROJECT. THE FOLLOWING COMMENTS ARE INTENDED
	TO PROVIDE GUIDANCE FOR BUILDING PLAN 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 7TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
	INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.

	6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
	OCCUPANCY TYPE PER THE FLORIDA FIRE PREVENTION CODE.

	7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
	LOAD CALCULATION IS INCLUDED, AND THAT ADEQUATE WATER
	SUPPLY IS EXISTING OR WILL BE PROVIDED.

	8. 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.
	THE PROPOSED LOCATION OF THE FIRE HYDRANT AND FDC SHALL
	BE WITHIN 100' OF EACH OTHER AND CLOSELY COORDINATED
	WITH THE BUREAU OF FIRE PREVENTION.

	9. PROVIDE FOR A FIRE SPRINKLER AND/OR FIRE ALARM PER
	THE APPLICABLE OCCUPANCY CODE. FOR ANY LIFE SAFETY
	ENGINEERED SYSTEM, I.E FIRE SPRINKLER AND FIRE ALARM,
	ENSURE THEY COMPLY WITH THE REQUIREMENTS OF F.A.C. 61G
	AND SUBMITTED WITH THE MASTER PERMIT.

	9A. THE LOCATION OF ANY APPLICABLE DDCV AND FIRE LINE
	LOCATIONS SHALL MEET AND BE INSTALLED PER 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.

	10. COMPLETE LIFE SAFETY PLANS FOR THE OCCUPANCY SHALL
	BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
	DISTANCES, EXIT SEPARATION 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. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
	SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
	DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.

	12. 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.

	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.

	IF APPLICABLE, CONTACT WILL NEED TO BE MADE TO 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. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
	DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.

	15. 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	F	Date	07-13-2023			Cont ID
Sent By	avolcy			Date	07-12-2023	Time	11:44	Rev Time	0.00
Received By	avolcy			Date	07-12-2023	Time	11:44	Sent To

Notes

2023-07-13 11:45:30	LANDSCAPE PLAN REVIEW
	________________________________________

	DATE OF REVIEW: 07.12.2023
	PRJECT NUMBER: Z22070019
	________________________________________

	REVIEW STATUS: FAILED
	________________________________________

	PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
	REVIEW COMMENTS:

	1. PRIOR TO THE REMOVAL OF ANY EXISTING TREES ON THE
	PROPERTY, A TREE ALTERATION PERMIT SHALL BE OBTAINED
	FROM THE DEVELOPMENT SERVICES DEPARTMENT PLANNING
	DIVISION. PLEASE CONTACT SMITH AMISIAL, LANDSCAPE
	PLANNER, AT 561.822.1562 OR [email protected]

	2. A SEPARATE LANDSCAPE PERMIT SHALL BE OBTAIN FOR
	INSTALLATION OF ALL LANDSCAPE MATERIAL REQUIRED BY
	ARTICLE XIV OF THE CITYS ZONING AND LAND DEVELOPMENT
	REGULATIONS.

	3. PROVIDE LOCATIONS AND SCREENING FOR ALL ABOVE GROUND
	UTILITY VALVES, BACKFLOW PREVENTERS, AND IRRIGATION
	BACKFLOWS.

	________________________________________

	PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
	MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.

	PLEASE NOTE THE FOLLOWING PROCESS COMMENTS WHEN
	RESUBMITTING:
	A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
	DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
	B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND REQUIRED
	MATERIALS AND 2 SETS OF FOLDED PHYSICAL PLANS, ALONG
	WITH ONE (1) REDUCED COPY (11 IN X 17 IN).
	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.
	________________________________________

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	GAISHA (ANNE-CLERISSE) VOLCY, PLANNER
	CITY OF WEST PALM BEACH
	DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
	401 CLEMATIS STREET - P.O. BOX 3147
	WEST PALM BEACH, FLORIDA 33402

	P: 561.822.1552
	TTY: 800.955.8771
	E: [email protected]

	W: WPB.ORG

Review Stop	L			LANDSCAPING
Rev No	1	Status	F	Date	08-10-2022			Cont ID
Sent By	rcaranci			Date	08-10-2022	Time	17:52	Rev Time	0.00
Received By	rcaranci			Date	08-10-2022	Time	17:52	Sent To

Notes

2022-08-10 17:52:42	FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
	561-822-1462
	PROJECT: 5111 BROADWAY MIXED USE Z22070019
	AUGUST 10, 2022
	I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
	PROVIDE THE FOLLOWING COMMENTS:

	1. REMOVE REFERENCES TO DADE COUNTY IN THE LANDSCAPE
	LEGEND.

	2. PROVIDE HOW THE PREPARER OF THE LANDSCAPE PLANS
	QUALIFIES PER FS 481 PART 2.

	3. PROVIDE CALCULATIONS FOR REQUIRED BUFFER TREES AT
	ONE FOR EVERY 30 FEET OR PORTION THEREOF FOR EACH
	BUFFER LENGTH, AND SHOW THE NUMBER PROVIDED. BMUD CODE
	REQUIRES THE TREES IN THE SETBACKS ADJACENT TO THE
	ROAD. SHRUBS MAY BE PLACED BETWEEN THE CURB AND
	SIDEWALK AS PART OF ROADWAY BEAUTIFICATION TO SEPARATE
	THE PUBLIC OPEN SPACE AREAS FROM TRAFFIC.

	4. PROVIDE CALCULATIONS FOR SHADE TREES, FLOWERING
	TREES AND SHRUBS BASED ON REQUIRED OPEN SPACE OF 40%
	PER SECTION 94-442 (C)(2)B.

	5. SHOW THE TOTAL PERVIOUS LANDSCAPE AREA FOR THE SITE
	AND THE PERCENTAGE OF SITE FOR THE MINIMUM 15%
	REQUIRED.

	6. SOD AREA EXCEEDS THE 60% LIMIT PER SECTION
	94-442(C)(2)B.3.

	7. MULTIFAMILY REQUIREMENTS OF SECTION 94-443(D) SHALL
	APPLY FOR THE ADDITIONAL TREES REQUIRED AT ONE PER UNIT
	ADDED TO THE OVERALL SHADE TREE AND FLOWERING TREE
	REQUIREMENT. SHOW TOTAL REQUIRED AND PROVIDED.

	8. SHOW LINEAR FOOTAGE OF LANDSCAPED AREA ADJACENT TO
	THE BUILDING MEETS THE REQUIREMENT OF 40 PERCENT PER
	SECTION 94-443(D)(2) B.

	9. PROVIDE THE PLANT MATERIAL SIZES AT INSTALLATION AND
	SPECIFY FLORIDA GRADE#1 OR BETTER PER SECTION
	94-445(4).

	10. PROVIDE THE FLORIDA FRIENDLY LANDSCAPE DESIGN
	OPTIONS CHART SECTION 94-446 (G) AND PROVIDE THE
	REQUIRED 50 POINTS.

	11. SHOW COMPLIANCE WITH SECTION 94-445 L. PLANT
	SPECIES. A MINIMUM OF 60 PERCENT OF PLANT MATERIAL
	ADDED SHALL BE FLORIDA NATIVE OR DROUGHT TOLERANT
	SPECIES SELECTED FROM THE CITY LIST OR THE LIST OF
	SPECIES IN THE MOST RECENT EDITION OF SOUTH FLORIDA
	WATER MANAGEMENT DISTRICT WATERWISE SOUTH FLORIDA
	LANDSCAPES.

	12. SHOW THE LOCATIONS OF WATER AND SEWER LINES ON THE
	LANDSCAPE AND RESOLVE ANY CONFLICTS WITH TREES AND
	LANDSCAPING. RELOCATE UTILITY LOCATIONS OR EXPAND
	LANDSCAPE AREAS TO ACCOMMODATE REQUIRED LANDSCAPING.
	SHOW LOCATIONS OF FPL TRANSFORMERS ON THE LANDSCAPE
	PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING.

	13. PROVIDE A DETAIL AND LOCATIONS OF ROOT BARRIERS TO
	SEPARATE LANDSCAPING FROM UTILITY LINES.

	14. PROVIDE SCREENING FOR ALL GROUND MOUNTED VALVES AND
	EQUIPMENT.


	15. SHOW THE LOCATIONS OF ALL SITE LIGHTING ON THE
	LANDSCAPE PLAN AND RESOLVE ANY CONFLICTS WITH TREES.

Review Stop	PU			PUBLIC UTILITIES
Rev No	2	Status	F	Date	07-13-2023			Cont ID
Sent By	relizond			Date	07-13-2023	Time	12:28	Rev Time	0.00
Received By	relizond			Date	07-13-2023	Time	12:23	Sent To

Notes

2023-07-13 12:28:48	-PROVIDE DEMOLITION/EXISTING CONDITIONS PLAN SHEET
	-SHOW ALL EXISTING LATERALS/SERVICES ALONG AMIN
	FRONTING PROJECT BOUNDARY
	-SHOW ALL EXISTING AND PROPOSED VALVES AND
	APPURTENANCES LEGIBLY
	-SPECIFY MEANS OF CONNECTION TO SEWER
	-4" TAPS PROPOSED WHEN EXISTING MAIN IS 6"
	-REFER TO WS STANDARD DETAILS FOR PROPER LOCZTION OF
	METER INSTALLATION
	-DENOTE SERVICES AS PRIVATE, AS APPLICABLE
	-ALL LATERALS/SERVICES NOT TO BE USED MUST BE CUT AND
	CAP AT THE MAIN
	-SHOW ALL DRY UTILITIES WITHIN PROJECT LIMITS
	-PROVIDE CCTV TO CONFIRM LATERAL LOCATIONS
	-DENOTE SAMPLE POINT LOCATIONS
	-PROVIDE ALL UTILITY CROSSINGS
	-PROVIDE DEMAND CALCULATIONS IN ORDER TO DETERMINE
	SUFFICIENT INCOMING FLOW FROM EXISTING MAIN
	-PROVIDE SOFT DIG INFORMATION AT POINTS OF CONNECTION

Review Stop	PU			PUBLIC UTILITIES
Rev No	1	Status	P	Date				Cont ID
Sent By				Date		Time		Rev Time	0.00
Received By	mtechnow			Date	08-12-2022	Time	14:17	Sent To

Notes

2022-08-12 14:17:21	-PLEASE SUBMIT CCTV VIDEO FOR GRAVITY MAIN ON 51ST ST.
	PER RECORDS THE MAIN IS FROM 1926 AND WILL BE REQUIRED
	TO BE REHABBED OR REPLACED PRIOR TO CONNECTION.
	-PER RECORDS WATER MAIN IS FROM 1926 AND WILL BE
	REQUIRED TO BE REPLACED PRIOR TO CONNECTION. PLEASE
	NOTE THAT A CALCULATED IMPACT FEE WILL BE ASSESSED FOR
	THIS DEVELOPMENT'S PORTION OF THE COST.

Review Stop	PU-CS			PUBLIC UTILITIES CUSTOMER SRVC
Rev No	2	Status	F	Date	07-06-2023			Cont ID
Sent By	mhurley			Date	07-06-2023	Time	11:12	Rev Time	0.00
Received By	mhurley			Date		Time		Sent To

Notes

2023-07-06 11:12:39	PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
	-DOMESTIC BACKFLOW ASSEMBLY SHOULD NOT BE IN THE
	SIDEWALK AND SHOULD BE ON PRIVATE PROPERTY. RELOCATE
	SOUTH JUST PAST THE PROPERTY LINE. ENSURE COORDINATE
	WITH LANDSCAPING PLAN AS THERE MAY BE BUSH NEARBY.
	-ADD GRAPHIC SCALE / VISUAL MEASUREMENT ICON TO CIVIL
	PLAN SHEET C204.
	-DID NOT SEE FDC ON PLANS. SHOW AND LABEL IF ONE IS
	NEEDED OR REQUIRED.
	-VERIFY PRIVATE FIRE SYSTEM WILL NOT HAVE ANY ADDED
	CHEMICALS OR AUXILIARY WATER SUPPLIES SUCH AS WELLS.
	-SHOW AND LABEL ANY PROPOSED GREASE TRAPS OR
	TRANSFORMER PADS IF THEY ARE OUTSIDE BUILDING.
	-WILL IRRIGATION WATER BE FED BY THE DOMESTIC METERED
	WATER SERVICE?
	-ADD WATER AND SEWER DEMAND CALCULATIONS TO SHEET C204.
	RESPECTFULLY,
	MARK HURLEY [email protected]

Review Stop	PU-CS			PUBLIC UTILITIES CUSTOMER SRVC
Rev No	1	Status	F	Date	08-05-2022			Cont ID
Sent By	mhurley			Date	08-05-2022	Time	17:58	Rev Time	0.00
Received By	mhurley			Date		Time		Sent To

Notes

2022-08-05 17:58:43	PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
	-THE FIRST SURVEY GENERAL NOTE SAYS NO SEARCH OF PUBLIC
	RECORD HAS BEEN MADE. WHEN WILL SEARCH BE CONDUCTED?
	-FOR ENGINEERING DEVELOPMENT SUBMITTAL: VERIFY WATER
	MAIN PIPE SIZE AND MATERIAL TYPE ? WPB GIS SAYS 6 INCH
	CAST IRON FROM 1926; VERIFY SANITARY SEWER MAIN PIPE
	SIZE AND MATERIAL TYPE ? WPB GIS SAYS 12 INCH VCP FROM
	1925; VERIFY LOCATION OF WATER AND SEWER MAINS.
	-ADD VISUAL MEASUREMENT SCALE ICONS TO CIVIL PLAN
	SHEETS.
	-ADD GATE VALVE ON PROPOSED FIRELINE JUST INSIDE
	PROPERTY LINE. LABEL IT FIRELINE POINT OF SERVICE GATE
	VALVE.
	-CITY DOES NOT OFFER 1.25 INCH WATER METERS. COULD DO
	EITHER 1 INCH METER WITH 1 INCH SERVICE LINE OR 1.5
	INCH METER WITH 2 INCH SERVICE LINE.
	-CALLOUT FIRELINE PIPE BETWEEN TAP AND PROPERTY LINE AS
	DIP. ALSO ADD SIZE TO THAT LABEL.
	-ENLARGED WATER SEWER PLAN SHOWS BUSH AND WATER METER
	BOX OVERLAPPING. PLEASE PROVIDE CLEARANCE DISTANCE.
	-ON WATER SEWER PLAN, CALLOUT THE MINIMUM HORIZONTAL
	CLEARANCE DISTANCE BETWEEN THE TWO WATER TAPS. ALSO
	CALLOUT THE MINIMUM HORIZONTAL CLEARANCE DISTANCE
	BETWEEN THE SANITARY SEWER SERVICE AND FIRELINE WATER
	SERVICE.
	-ON CIVIL PLANS, CLEARLY SHOW THE TERMINAL ENDS OF THE
	6 FOOT WOODEN FENCE NEAR THE SOUTHEAST AND NORTHWEST
	AREAS OF PROPERTY. ENSURE FENCE DOES NOT CONFLICT WITH
	BACKFLOW ASSEMBLIES.
	-SHOW BOUNDARIES OF PAVEMENT RESTORATION ON 51ST ST
	RELATED TO THE PROPOSED UTILITY WORK. BOUNDARIES SHOULD
	COMPLY WITH STANDARD DETAIL P-4.
	-ON WATER PLAN, SHOW AND LABEL THE NEAREST FIRE
	HYDRANT.
	-SHOW FULL WIDTH OF 51ST ST INCLUDING OPPOSITE CURB
	AREA.
	-APPLICANT MAY BE REQUIRED TO UPGRADE EXISTING WATER OR
	SEWER MAINS UPON REVIEW OF CITY OR EOR AT ENGINEERING
	DEVELOPMENT SUBMITTAL.
	-DID NOT SEE FDC ON CIVIL PLANS. IF IT IS NEEDED OR
	REQUIRED, SHOW AND LABEL IT. VERIFY IT IS AN ACCEPTABLE
	DISTANCE FROM NEAREST FIRE HYDRANT.
	-SHOW AND LABEL PROPOSED UTILITY EASEMENT. BACKFLOW
	ASSEMBLIES SHOULD NOT BE IN UTILITY EASEMENT.
	-VERIFY NO AUXILIARY WATER SUPPLIES SUCH AS WELLS WILL
	BE CONNECTED TO FIRE SYSTEM.
	-SITE PLAN SHOWS AN EASEMENT NEAR EAST PROPERTY LINE.
	WHAT TYPE OF EASEMENT IS IT? ALSO SHOW THE BOUNDARIES
	MORE CLEARLY.
	-HISTORIC PICTURES SHOW OVERHEAD UTILITIES NEAR SOUTH
	PROPERTY LINE EXTENDING OUT NORTH FROM POLES. WILL
	PROPOSED BUILDING ENCROACH ON THEM?
	-PROPERTY APPRAISER SHOWS ADDRESS AS 5111 BROADWAY. IS
	THE ADDRESS CHANGING?
	-SHOW AND LABEL ALL EXISTING UTILITIES SUCH AS EXISTING
	METER BOX NEAR NORTHWEST AREA OF PROPERTY AND CLEANOUTS
	LABELED ON SURVEY. ADD WHAT IS HAPPENING TO THEM ON
	LABELS.
	-SHOW AND LABEL ANY PROPOSED GREASE TRAPS IF THEY ARE
	OUTSIDE BUILDING.
	-VERIFY IF THERE IS AN EXISTING UTILITY EASEMENT ALONG
	SOUTH SIDE OF PROPERTY.
	-VERIFY DIRECTION FACING ON A2-1.02, A2 1.03, A2 1.04
	-POSITION OF TREES BETWEEN DIFFERENT PLAN SETS DOES NOT
	LOOK SIMILAR. PLEASE MAKE SURE ALL PLANS SETS SHOW
	UTILITIES AND TREES IN THE SAME POSITIONS. ENSURE THERE
	IS ADEQUATE SPACING BETWEEN THEM.
	-WILL IRRIGATION ALSO RUN OFF THE DOMESTIC WATER
	SERVICE?
	-SHOW AND LABEL EXISTING STORMWATER UTILITIES INCLUDING
	THE STRUCTURES AND PIPE ON 51ST ST.
	-AT THE DATUM STATEMENTS ON EACH SHEET ALSO ADD
	CONVERSION EQUATION.
	-HISTORIC PICTURES SHOW COUPLE OF DRIVEWAY APPROACHES
	AT EAST SIDE OF PROPERTY. VERIFY THE INTENTION IS TO
	ADD CURBING AND SHOW THAT BETTER ON PLANS.
	RESPECTFULLY,
	MARK HURLEY
	[email protected]

Review Stop	PW			PUBLIC WORKS
Rev No	2	Status	P	Date	07-14-2023		Cont ID
Sent By				Date	07-14-2023	Time	Rev Time	0.00
Received By				Date	07-14-2023	Time	Sent To

Notes

2023-07-14 09:56:32	NO FURTHER COMMENTS FROM DEPARTMENT OF PUBLIC WORKS.

	DEPT. OF PUBLIC WORKS
	MATT HEJAZI
	[email protected]

Review Stop	PW			PUBLIC WORKS
Rev No	1	Status	F	Date	08-10-2022		Cont ID
Sent By				Date	08-10-2022	Time	Rev Time
Received By				Date	08-10-2022	Time	Sent To

Notes

2022-08-10 07:11:10
	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- DESIGNATED LOCATION FOR THE BULK ITEM PICK UP AND
	RECYCLING CONTAINERS
	4- 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.
	5- 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).
	6- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE
	CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA
	STATUES [553.5041 F.S.].
	7- 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.
	8- ALL PAVEMENT MARKING , SIGNING AND SIDEWALK DAMAGED
	DURING CONSTRUCTION SHALL BE RESTORED.



	MATT HEJAZI
	DEPT. OF PUBLIC WORKS
	[email protected]
	561-822-2045

Review Stop	STORM			STORMWATER
Rev No	2	Status	F	Date	07-13-2023			Cont ID
Sent By	tward			Date	07-13-2023	Time	09:26	Rev Time	0.00
Received By	tward			Date	07-13-2023	Time	09:32	Sent To

Notes

2023-07-13 09:26:44	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. BROADWAY AVE R/W IS MAINTAINED BY FDOT. ANY
	IMPROVEMENTS WITHIN THE R/W ARE TO BE APPROVED BY FDOT.

	2. SHOW MILL AND RESURFACING LIMITS ON THE PUBLIC ROADS
	DUE TO THE UTILITY TRENCH CUTS.

	3. LABEL THE STORM PIPES (SIZE, MATERIAL) ON SHEET
	C-201.

	4. SHOW THE EXISTING DRAINAGE STRUCTURES IN THE RIGHT
	OF WAY.

	5. SHOW AND LABEL (SIZE, MATERIAL, TYPE) EXISTING
	UTILITIES IN THE R/W???S.

	6. CALL OUT TO REPLACE DRIVEWAY APRON AND DROP CURB
	WITH TYPE F CURB AND GUTTER OUTSIDE OF THE PROPOSED
	DRIVEWAY ON 51ST ST.

	7. CALL OUT TO REPLACE THE DROP CURB AND SIDEWALK ON
	THE BROADWAY AVE. FRONTAGE WITH TYPE F CURB AND GUTTER
	AND SIDEWALK WITH CROSS SLOPE OF 2% OR FLATTER.

	8. SHOW DROP CURB ACROSS THE PROPOSED DRIVEWAY.

	9. NOTE STRIPING IS CALLED OUT AS 24 INCH WHITE STRIPE
	ON THE STRIPING PLAN, SHEET C-202.

	10. CIVIL PLANS HAVE A DRAFT WATERMARK.

	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 AND FDEP NPDES
	CONSTRUCTION PERMIT, IF APPLICABLE, 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	STORM			STORMWATER
Rev No	1	Status	F	Date	08-12-2022			Cont ID
Sent By	tward			Date	08-12-2022	Time	10:25	Rev Time	0.00
Received By	tward			Date	08-12-2022	Time	10:31	Sent To

Notes

2022-08-12 10:26:08	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 IS NGVD1929. THE
	CITY HAS ALLOWED THE USE OF NAVD1988 AS LONG AS THE
	CONVERSION EQUATION TO NGVD1929 AT THE PROJECT LOCATION
	IS PROVIDED. PROVIDE THE VERTICAL DATUM CONVERSION TO
	NGVD1929 ON THE SURVEY. LIST THE REFERENCED VERTICAL
	DATUM AND CONVERSION EQUATION TO NGVD1929 ON ALL SHEETS
	WITH ELEVATION INFORMATION.

	2. SHOW THE EXISTING CATCH BASINS AND STORM PIPE ON
	51ST ST ON ALL OF THE PLAN SHEETS.

	3. EXISTING DRIVEWAY AND DROP CURB ON 51ST ST APPEARS
	WIDER THAN WHAT IS NEEDED FOR THE DEVELOPMENT. REMOVE
	THE EXCESS DRIVEWAY APRON AND DROP CURB AND REPLACE
	WITH LANDSCAPING AND TYPE F CURB AND GUTTER (INCLUDING
	TRANSITIONS TO DROP CURB). SHOW CURB AND GUTTER ON 51ST
	ST AND ON BROADWAY AVE.

	4. BROADWAY AVE IS MAINTAINED BY FDOT. ANY IMPROVEMENTS
	WITH THE BROADWAY AVE ARE TO BE APPROVED BY FDOT.
	COORDINATE WITH FDOT THE EXISTING CURB CUTS ON BROADWAY
	AVE.

	5. DRAWING NO. S-100
	A. CAN YOU PROVIDE A COPY OF THE TOPOGRAPHIC SURVEY BY
	PREMIER DESIGN SOLUTIONS INC. REFERENCED IN THE FIFTH
	PARAGRAPH UNDER GENERAL NOTES?
	B. CAN YOU PROVIDE THE CTA SURVEY REFERENCED IN THE
	FIRST PARAGRAPH UNDER CITY OF WEST PALM BEACH WATER
	MAIN SYSTEM NOTES?
	C. MINIMUM DEPTH OF COVER FOR ALL WATER MAINS IS 36
	INCHES.
	D. "MAXIMUM DEFECTION (SIC) PER EACH JOINT SHALL BE 3'
	WHERE DEFLECTION IS REQUIRED." WHAT DOES THIS MEAN?
	E. TWO DIFFERENT PHONE NUMBERS LISTED FOR ONE CALL
	SUNSHINE.
	F. MINIMUM CLEARANCE BETWEEN STORM STRUCTURES AND WATER
	MAINS SHALL BE 3 FEET, NOT 2 FEET.
	G. MINIMUM VERTICAL CLEARANCE FOR WATER MAINS PASSING
	UNDER OTHER UTILITIES IS 12 INCHES (OUTSIDE WALL TO
	OUTSIDE WALL), NOT 18 INCHES.

	6. DRAWING NO. S-101
	A. UNDER "GENERAL CONDITIONS" 'REPLANTING' OR
	'REPLATTING'
	B. UNDER "CIVIL DESIGN CRITERIA" - WHAT AGENCY GOES BY
	THE LETTERS S.F.W.M.D.C.?
	C. UNDER "APPLICABLE CODES" - NAVD1988 IS THE
	ABBREVIATION FOR NORTH AMERICAN VERTICAL DATUM 1988.
	NGVD1929 IS NATIONAL GEODETIC VERTICAL DATUM 1929.
	D. UNDER "TEMPORARY FACILITIES" - REMOVE REFERENCE TO
	POMPANO BEACH.
	E. UNDER "STORM DRAINAGE INSTALLATIONS:", WHAT IS BCPS?

	7. DRAWING NO. S-200:
	A. LABEL THE PARALLEL LINES RUNNING EAST-WEST AND
	NORTH-SOUTH THROUGH THE SIDEWALK AND DRIVEWAY ALONG
	51ST STREET.
	B. SEVERAL PROPOSED SPOT GRADES ON THE SIDEWALKS ARE
	LISTED AS F.F.E.
	C. WHAT DOES THE 'X+' REPRESENT FOR THE EXISTING AND
	PROPOSED ELEVATIONS?
	D. PROVIDE EXISTING SPOT GRADES ALONG THE EDGE OF
	PAVEMENT OF BROADWAY AVE AND 51ST ST
	E. PROVIDE EXISTING SPOT GRADES ALONG THE SOUTH AND
	WEST PROPERTY LINES.
	F. PROVIDE CROSS SECTIONS FOR ALL FOUR PROPERTY LINES.
	EXTEND FROM FACE OF THE BUILDING TO 5 FEET BEYOND THE
	SOUTH AND WEST PROPERTY LINES AND TO THE CENTERLINES OF
	BROADWAY AVE AND 51ST ST. SHOW AND LABEL PROPERTY
	LINES, STREET R/W NAME, ALL GRADE BREAKS AND SURFACE
	FEATURES (FENCE, SIDEWALK, CURB AND GUTTER,
	LANDSCAPING, SIDEWALK, BUILDING WALL AND F.F.E.).
	PROVIDE DIMENSIONS FROM PROPERTY LINE TO THE SURFACE
	FEATURES.

	8. DRAWING NO. S-202
	A. PARKING STRIPE DETAIL - CITY STANDARD IS PARALLEL 4
	INCH STRIPES SEPARATED BY 12 INCHES CLEAR AND JOINED AT
	ONE END WITH A 4 INCH STRIPE. DETAIL ON THE PLANS SHOWS
	16 INCH CLEAR SPACE WITH NO CONNECTING STRIPE.
	B. NORTH EDGE OF STOP BAR STRIPE SHOULD BE 4 FEET FROM
	THE BACK OF SIDEWALK. PLAN SHOWS THE SOUTH EDGE AT 4
	FEET FROM THE BACK OF SIDEWALK.
	C. HANDICAP SIGN MISSPELLED (SING).
	D. WHAT ARE THE PROPOSED 24 INCH WHITE STRIPES CALLED
	OUT ON THE RIGHT SIDE OF THE PLAN VIEW?

	9. DRAWING NO. S-204:
	A. SHOW LIMITS OF MILLING AND RESURFACING
	B. CALL OUT AN EASEMENT FOR THE WATER METER AND SEWER
	CLEANOUT.
	C. PVC MISSPELLED (PCV) FOR 6 INCH LATERAL.

	10. DRAWING NO. C-500, STANDARD DETAIL ST-8 - CONFIRM
	THE 20 FEET DEPTH IN THE TRENCH SCHEDULE.

	11. DRAWING NO. C-501: DRAINAGE TABLE -
	A. SWITCH COLUMN HEADINGS FOR NORTH AND SOUTH.
	B. SWITCH COLUMN HEADINGS FOR EAST AND WEST.

	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)
	561-351-0510 (M)
	[email protected]

Review Stop	SURVEY			SURVEYING
Rev No	2	Status	F	Date	07-10-2023			Cont ID
Sent By	vnoel			Date	07-10-2023	Time	10:42	Rev Time	0.00
Received By	vnoel			Date		Time		Sent To

Notes

2023-07-10 10:58:12	1. PLEASE PROVIDE COPY OF TITLE POLICY.
	2. ADDITIONAL BROADWAY RIGHT-OF-WAY (APPROX. 7' ) WAS
	TAKEN PER MAINTENANCE MAP IN ROAD PLAT BOOK 7, PG. 1 -
	REFLECT ON SURVEY AND ALL PLANS.
	3. LEGAL DIMENSION OF E-W LOTS ARE 100' PER PLAT, NOT
	95.59' PER LEGAL. CHECK SPELLING OF LEGAL.
	4. ADD PARENT BENCHMARK INFORMATION.

	WILL BE ADDITIONAL REVIEW AFTER RECEIPT OF TITLE POLICY
	AND REVISED SURVEY.

Review Stop	SURVEY			SURVEYING
Rev No	1	Status	F	Date	08-09-2022			Cont ID
Sent By	vnoel			Date	08-09-2022	Time	12:38	Rev Time
Received By	vnoel			Date		Time		Sent To

Notes

2022-08-09 12:51:54	1. SURVEY DOES NOT MEET STANDARDS OF PRACTICE
	2. NO BEARINGS/ANGLES SHOWN. SHOW DIFFERENCE BETWEEN
	MEASURED AND PLAT DISTANCES.
	3. FLOOD DATA IS NOT TOWN OF LANTANA.
	4. SURVEY CALL OUT PINE STREET HOMES?
	5. ADD CONVERSION TO NGVD-29.
	6. UNUSED WATER AND SEWER SERVICES TO BE CUT BACK TO
	MAIN.
	7. UNITY OF TITLE WILL BE REQUIRED.

Review Stop	TRAFFIC			TRAFFIC ENGINEERING
Rev No	2	Status	F	Date	07-13-2023		Cont ID
Sent By				Date	07-13-2023	Time	Rev Time	0.00
Received By				Date	07-13-2023	Time	Sent To

Notes

2023-07-13 07:47:12	1) PROVIDE A CLEAN TRANSPORTATION SPECIFIC SITE PLAN
	FOR THE GROUND FLOOR. SHOWCASING TRANSPORTATION RELATED
	FEATURES (E.G. ROADWAY, DRIVING AISLES, PARKING STALLS,
	SIDEWALK, CURB, GUTTER, DRIVEWAY, GATES, ETC.) PROPERLY
	LABELED AND DIMENSIONED. SHEET C-202 IS A STARTING
	POINT, BUT NEEDS TO BE LARGER. PLEASE REMOVE ANY
	NON-RELEVANT CALLOUTS
	2) IN THE TRANSPORTATION SITE PLAN, PLEASE SHOWCASE
	BASIC CURB DETAILS (E.G. DRIVEWAY, CURB CUTS, PAVEMENT
	MARKINGS, PARKING STALLS, ETC.) ON THE OPPOSITE SIDE OF
	THE ROADS SURROUNDING THE PROPOSED DEVELOPMENT
	3) PROVIDE PARKING TABLE SHOWCASING THE NUMBER OF
	REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA
	AND BICYCLE ONES
	4) PROVIDE A TURNAROUND SPACE AT THE DEAD-END OF THE
	PARKING LOT AND MARK IT OR CALL IT OUT ACCORDINGLY
	5) PER FDOT LETTER, THE 51ST ST DRIVEWAY SHOULD BE
	RIGHT-IN/RIGHT-OUT. PLEASE INSTALL SIGNAGE AND PAVEMENT
	MARKINGS ACCORDINGLY
	6) THE NORTHERN PARKING STALLS, INCLUSIVE OF THE ADA
	ONE, ARE TOO CLOSE TO THE EDGE OF THE ROAD. PER FDOT
	LETTER, A MINIMUM OF 25 FEET DRIVEWAY THROAT MUST BE
	PROVIDED. SUCH DISTANCE IS CALCULATED BETWEEN THE EDGE
	OF THE TRAVEL LANE ABUTTING THE DRIVEWAY AND THE FIRST
	CONFLICT POINT WITHIN THE PARKING LOT. PLEASE DEPICT
	SUCH DISTANCE AND REVISE PARKING STALLS CONFIGURATION,
	IF NECESSARY
	7) PER CITY CODE 94-305(E), NO CONSTRUCTION, PLACEMENT,
	OR MAINTENANCE OF A STRUCTURE WALL, SIGN, FENCE, BERM,
	PLANT MATERIAL, SHRUBS, OR ANY SIMILAR ITEM BETWEEN 18
	INCHES OR EIGHT FEET IN HEIGHT WITHIN THE VISIBILITY
	TRIANGLE. THE PLACEMENT AND SHAPE OF THE PROPOSED ART
	INSTALLATION MAY NOT COMPLY WITH SUCH REQUIREMENT.
	PLEASE REVISE OR PROVIDE FURTHER DETAILS
	8) INSTALL NO-PARKING SIGNS EAST AND WEST OF THE
	PROPOSED DRIVEWAY
	9) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR
	SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED
	DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND WHEEL
	PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT COLORS.
	PLEASE PROVIDE DOCUMENT NAME AND SHEET NUMBER
	10) PROVIDE A CONSTRUCTION MANAGEMENT PLAN. PLEASE
	REFER TO CITY CODE 86-246 FOR DETAILS

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

Review Stop	TRAFFIC			TRAFFIC ENGINEERING
Rev No	1	Status	F	Date	08-11-2022		Cont ID
Sent By				Date	08-11-2022	Time	Rev Time
Received By				Date	08-11-2022	Time	Sent To

Notes

2022-08-11 03:56:36	1) PROVIDE A TRANSPORTATION SPECIFIC SITE PLAN FOR THE
	GROUND FLOOR. SHOWCASING TRANSPORTATION RELATED
	FEATURES (E.G. ROADWAY, DRIVING AISLES, PARKING STALLS,
	SIDEWALK, CURB, GUTTER, DRIVEWAY, GATES, ETC.) PROPERLY
	LABELED AND DIMENSIONED. SHEET S-202 IS A STARTING
	POINT
	2) IN THE TRANSPORTATION SITE PLAN, PLEASE SHOWCASE
	BASIC CURB DETAILS (E.G. DRIVEWAY, CURB CUTS, PAVEMENT
	MARKINGS, PARKING STALLS, ETC.) ON THE OPPOSITE SIDE OF
	THE ROADS SURROUNDING THE PROPOSED DEVELOPMENT
	3) PROVIDE PARKING TABLE SHOWCASING THE NUMBER OF
	REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA
	AND BICYCLE ONES
	4) PROVIDE A TURNAROUND SPACE AT THE DEAD-END OF THE
	PARKING LOT
	5) S-202 PAVEMENT MARKING AT THE EXIT LANE IS
	INCORRECT, VEHICLES SHOULD BE ALLOWED TO TURN LEFT AND
	RIGHT. PLEASE REVISE
	6) THE NORTHERN PARKING STALLS, INCLUSIVE OF THE ADA
	ONE, ARE TOO CLOSE TO THE EDGE OF THE ROAD. PER FDOT
	ACCESS MANAGEMENT GUIDELINES, A MINIMUM OF 30 FEET
	DRIVEWAY THROAT MUST BE PROVIDED. SUCH DISTANCE IS
	CALCULATED FROM THE EDGE OF PAVEMENT TO THE FIRST
	CONFLICT POINT WITHIN THE PARKING LOT. PLEASE DEPICT
	SUCH DISTANCE AND REVISE PARKING STALLS CONFIGURATION
	ACCORDINGLY
	7) PER CITY CODE 94-305(E), NO CONSTRUCTION, PLACEMENT,
	OR MAINTENANCE OF A STRUCTURE WALL, SIGN, FENCE, BERM,
	PLANT MATERIAL, SHRUBS, OR ANY SIMILAR ITEM BETWEEN 18
	INCHES OR EIGHT FEET IN HEIGHT WITHIN THE VISIBILITY
	TRIANGLE. THE PLACEMENT AND SHAPE OF THE PROPOSED ART
	INSTALLATION MAY NOT COMPLY WITH SUCH REQUIREMENT.
	PLEASE REVISE OR PROVIDE FURTHER DETAILS
	8) INSTALL NO-PARKING SIGNS EAST AND WEST OF THE
	PROPOSED DRIVEWAY

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

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	07-13-2023			Cont ID
Sent By	avolcy			Date	07-12-2023	Time	09:50	Rev Time	0.00
Received By	avolcy			Date	07-11-2023	Time	11:47	Sent To

Notes

2023-07-13 09:03:39	PLANS AND PLATS REVIEW COMMITTEE (PPRC) ZONING REVIEW
	________________________________________

	DATE OF REVIEW: 07.12.2023
	PROJECT NO.: Z22070019
	________________________________________

	REVIEW STATUS: FAILED
	________________________________________

	PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
	REVIEW COMMENTS:

	1. PER THE CITYS ZLDR SECTION 94-221(D)(10) DUMPSTERS
	AND STORAGE AREAS SHALL BE LOCATED AT THE REAR OF THE
	PROPERTY AND SHALL BE ENCLOSED IN THE BUILDING OR A
	STRUCTURE CONSISTENT WITH THE ARCHITECTURE OF THE
	BUILDING. DUMPSTERS FOR FOOD SERVICE BUSINESSES SHALL
	BE FULLY ENCLOSED AND AIR-CONDITIONED.

	2. PROVIDE A NARRATIVE ON HOW THIS PROJECT MEETS THE
	ARCHITECTURAL STANDARDS OF BMUD TYPE II ZONING
	DISTRICT. REFER TO SECTION 94-221(D)

	3. UPDATE THE SITE DATA TABLE TO INCLUDE THE REQUIRED
	AND PROPOSED BICYCLE PARKING. REFER TO THE CITYS ZLDR
	SECTION 94-485(Q).

	4. BICYLE RACK SHALL MEET THE GUIDLEINES SET FORTH IN
	THE CITYS ZLDR SECTION 94-485(Q). THEY ARE TO BE
	LOCATED IN CONVENIENT, HIGHLY-VISIBLE, ACTIVE,
	WELL-LIGHTED AREAS AND AS NEAR TO THE PRINCIPAL
	ENTRANCE OF THE BUILDING AS PRACTICABLE.

	5. PROVIDE ELEVATIONS / DETAILS OF BICYCLE PARKING
	FACILITY.

	6. PROVIDE WEST ELEVATION WALL DETAIL AND MATERIAL.

	7. A PRE-APPLICATION MEETING IS NECESSARY BEFORE THE
	APPLICANT CAN APPLY FOR A PERMIT FROM THE DEPARTMENT
	(FDOT) FOR ACCESS TO STATE ROAD 5/U.S. 1 FOR THE
	PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONTACT FDOT
	TO REQUEST AN ACCESS PRE-APPLICATION MEETING TO
	EVALUATE PROPOSED CONNECTIONS.
	7.1. ACCESS PRE-APPLICATION MEETINGS ARE HELD EVERY
	THURSDAY IN PERSON AND VIA MICROSOFT TEAMS.
	PRE-APPLICATION MEETINGS ARE TYPICALLY SCHEDULED TWO
	WEEKS AFTER AN APPLICATION IS RECEIVED. A NOTIFICATION
	EMAIL WITH THE DATE AND TIME OF PRE-APPLICATION MEETING
	WILL BE SENT OUT EACH MONDAY FOR THE FOLLOWING WEEK
	PRE-APPLICATION MEETING.

	________________________________________

	PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
	MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.

	PLEASE NOTE THE FOLLOWING PROCESS COMMENTS WHEN
	RESUBMITTING:
	A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
	DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
	B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND REQUIRED
	MATERIALS AND 2 SETS OF FOLDED PHYSICAL PLANS, ALONG
	WITH ONE (1) REDUCED COPY (11 IN X 17 IN).
	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.

	________________________________________

	QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:

	GAISHA (ANNE-CLERISSE) VOLCY, PLANNER
	CITY OF WEST PALM BEACH
	DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
	401 CLEMATIS STREET - P.O. BOX 3147
	WEST PALM BEACH, FLORIDA 33402

	P: 561.822.1552
	TTY: 800.955.8771
	E: [email protected]

	W: WPB.ORG

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	08-11-2022			Cont ID
Sent By	jroach			Date	08-11-2022	Time	11:24	Rev Time	0.00
Received By	jroach			Date	08-11-2022	Time	11:24	Sent To

Notes

2022-08-11 11:24:58	PLANS AND PLATS REVIEW COMMITTEE (PPRC) ZONING REVIEW
	________________________________________

	DATE OF REVIEW: 08.11.2022
	PROJECT NO.: Z22070019
	CASE NO.: ISPR 22-06
	________________________________________

	PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING
	REVIEW COMMENTS:

	1. NUMEROUS AMOUNTS OF INFORMATION IS MISSING FROM THE
	SITE DATA TABLE. PLEASE REFER TO THE SITE PLAN
	CHECKLIST CONTAINED WITHIN THE DEVELOPMENT APPLICATION.

	2. THE SQUARE FOOTAGES OF THE RETAIL USE DIFFER BETWEEN
	THE JUSTIFICATION STATEMENT, THE PROJECT FACT SHEET,
	THE COUNTY?S TPS LETTER, ETC. ALL PLANS/DOCUMENTS SHALL
	BE CONSISTENT WITH THE CORRECT INFORMATION.

	3. PURSUANT TO COMMENTS BY JUSTIN STROH, PLANNING
	SPECIALIST II WITH THE FLORIDA DEPARTMENT OF
	TRANSPORTATION (FDOT), A PRE-APPLICATION MEETING IS
	NECESSARY BEFORE THE APPLICANT CAN APPLY FOR A PERMIT
	FROM THE DEPARTMENT FOR ACCESS TO BROADWAY AVENUE
	(US-1). THE APPLICANT SHOULD CONTACT FDOT TO REQUEST AN
	ACCESS PRE-APPLICATION MEETING TO COORDINATE THE
	PROPOSED CONNECTIONS. CONTACT INFORMATION WILL BE
	PROVIDED BY EMAIL.

	4. WHY WAS THERE A SCHOOL CAPACITY AVAILABILITY
	DETERMINATION (SCAD) ISSUED FOR A FUTURE LAND USE MAP
	AMENDMENT AND REZONING? THE SCAD SHOULD HAVE ONLY BEEN
	FOR THE DEVELOPMENT ORDER APPROVAL. PLEASE PROVIDE A
	REVISED/CORRECTED SCAD APPROVAL.

	5. THE OWNER?S CONSENT FORM IS INCOMPLETE AND DOES NOT
	PROVIDE THE NAME OF THE OWNER, THE AGENT/APPLICANT,
	ETC. PLEASE PROVIDE A COMPLETE AND ACCURATE OWNER?S
	CONSENT FORM.

	6. THE DOCUMENT FROM FLORIDA PUBLIC UTILITIES (GAS) IS
	A DEMOLITION CLEARANCE. A LETTER FROM FPU IS TO BE
	PROVIDED INDICATING THAT THE PROPOSED DEVELOPMENT DOES
	NOT ENCROACH INTO THEIR EASEMENT OR OTHERWISE INTERFERE
	WITH THEIR PROVISION OF SERVICES.

	7. A CONFIRMATION LETTER SHALL BE PROVIDED FROM AT&T
	INDICATING THAT THE PROPOSED DEVELOPMENT DOES NOT
	ENCROACH INTO THEIR EASEMENT OR OTHERWISE INTERFERE
	WITH THEIR PROVISION OF SERVICES.

	8. YOUR LANDSCAPE PLANS APPEAR TO SHOW TREES WITH
	GRATES, ETC. ALONG BOTH STREET FRONTAGES, BUT THIS IS
	NOT DEPICTED ON THE CIVIL PLANS.

	9. THE SIDEWALK ALONG BROADWAY NEEDS TO BE A MINIMUM OF
	8 FEET CLEAR (NO OBSTRUCTIONS). THE ?FRONTAGE LINE?
	(NOT PROPERTY LINE) FOR THE PURPOSE OF MEASURING THE
	BUILDING SETBACK SHIFTS TO THE EDGE OF THE SIDEWALK. 65
	PERCENT OF THE BUILDING NEEDS TO BE WITHIN 5 FEET OF
	THIS ADJUSTED FRONTAGE LINE. PLEASE DEPICT ACCORDINGLY
	ON THE SITE PLAN.

	10. ALONG THE FRONTAGE, WHERE THERE IS NO BUILDING, A
	STREETWALL SHALL BE PROVIDED THAT IS 34-72 INCHES IN
	HEIGHT.

	11. THE REQUIRED REAR SETBACK (ALONG WEST PROPERTY
	LINE) IS 15 FEET.

	12. PLEASE CLARIFY THE EASEMENT LINE THAT IS SHOWN ON
	THE SITE PLAN ALONG BROADWAY AVENUE.

	13. PROVIDE THE DIMENSION FROM THE BUILDING TO THE
	CENTERLINE OF THE ADJACENT STREETS (BROADWAY ? 40 FOOT
	MINIMUM).

	14. WALLS SHALL BE LIMITED TO 2 MATERIALS.

	15. STOREFRONTS ARE REQUIRED ALONG BOTH STREET
	FRONTAGES AND SHALL HAVE GLAZING ALONG A MINIMUM OF 70
	PERCENT OF THE FA?ADE LENGTH BETWEEN 2 AND 8 FEET FROM
	THE GROUND. PLANS SHALL INDICATE SUCH DIMENSIONS, AND
	THE 51ST STREET FRONTAGE DOES NOT PROVIDE ANY
	STOREFRONT.

	16. THE DIRECTIONS INDICATED ON THE ELEVATIONS ARE
	INCORRECT (NORTH VS. SOUTH ? EAST VS. WEST).

	17. STORIES ABOVE THE FIRST FLOOR SHALL HAVE CLEAR
	GLAZED AREA AND OPENINGS BETWEEN 25 PERCENT AND 45
	PERCENT OF THE FACADE AREA. PLEASE PROVIDE SUCH
	CALCULATIONS.

	18. WINDOWS, EXCEPT STOREFRONTS, SHALL BE OPERABLE.

	19. WINDOWS SHALL BE RECESSED A MINIMUM OF 2 INCHES,
	PLEASE PROVIDE A DETAIL.

	20. THE ELEVATION APPEARS TO SHOW AN OVERHEAD DOOR.
	THIS PRESENTS MULTIPLE CONCERNS WITH HOW THE PARKING IS
	ACCESSED, STACKING IN THE STREET, ETC.

	21. PLEASE CLARIFY THE FA?ADE TREATMENT ON THE GROUND
	FLOOR ALONG 51ST STREET WHERE THE PARKING IS LOCATED?
	THE PARKING NEEDS TO BE CONCEALED WITH A STREETWALL.

	22. THE SITE PLAN DOES NOT CLEARLY INDICATE THE
	OVERHANG PROJECTION ON THE FIRST FLOOR.

	23. MULTIPLE PLANS SHOW MULTIPLE PORTIONS OF THE
	BUILDING, OVERHANGS, ETC. EXTENDING OUTSIDE OF THE
	PROPERTY LINE. ALL BUILDINGS AND ASSOCIATED
	IMPROVEMENTS SHALL BE WITHIN THE PROPERTY LINE AND MEET
	THE MINIMUM SETBACK REQUIREMENTS.

	24. THE SITE PLAN SHOWS THE TRASH BEING ROLLED OUT INTO
	A LANDSCAPE AREA/STREET.

	25. A MINIMUM OF 18 PARKING SPACES SHALL BE PROVIDED,
	ONLY 16 ARE SHOWN.

	26. THE DRIVE AISLE IN THE PARKING AREA SHALL BE A
	MINIMUM OF 24 FEET WIDE.

	27. A TURN-AROUND SPACE SHALL BE PROVIDED AT THE
	DEAD-END OF THE DRIVE AISLE.

	28. PARKING STRIPING DETAIL SHALL BE PROVIDED.

	29. AT LEAST 1 LOADING SPACE SHALL BE PROVIDED (10 FEET
	X 25 FEET).

	30. BIKE RACKS SHALL BE PROVIDED (1 PER 20 PARKING
	SPACES). THE LOCATION SHALL BE INDICATED AND A DETAIL
	SHALL BE INCLUDED SHOWING THE TYPE OF RACK, THE
	DIMENSIONAL CLEARANCE TO SURROUNDING OBSTRUCTIONS, ETC.

	31. THE ACCESSIBLE PARKING SPACE SHOWS COLUMNS IN THE
	SPACE. THE SPACE SHALL BE A MINIMUM OF 12 FEET IN CLEAR
	WIDTH AND SHALL HAVE AN ADJACENT AISLE OF AT LEAST 5
	FEET IN CLEAR WIDTH.

	32. WHEEL STOPS SHALL BE 2 FEET FROM THE FRONT OF THE
	PARKING SPACE.

	33. THERE ARE NUMEROUS CONFLICTS BETWEEN THE LANDSCAPE
	PLANS AND THE ARCHITECTURAL DESIGN OF THE BUILDING,
	SPECIFICALLY THE OVERHANGS/PROJECTIONS AND THE PLANTING
	OF TREES, ETC.

	34. NO PORTION OF THE BUILDING SHALL EXTEND INTO THE
	VISIBILITY TRIANGLE BETWEEN A HEIGHT OF 18 INCHES AND 8
	FEET.

	35. PLEASE CLARIFY THE BUILDING SECTION LABELING THE
	ROOF DECK AS THE TERRACE LEVEL; IS THERE ACCESS TO THE
	ROOF (OTHER THAN MAINTENANCE)?

	36. PLEASE SHOW ON THE BUILDING SECTION/ELEVATIONS THE
	LOCATION AND SIZE OF THE ROOF-TOP MECHANICAL EQUIPMENT
	TO SHOW THAT IT WILL BE COMPLETELY SCREENED FROM VIEW
	BY THE PROPOSED PARAPET.

	37. THE ELEVATIONS INDICATE A FENCE ALONG THE ADJACENT
	PROPERTY WEST AND SOUTH PROPERTY LINES, BUT THIS IS NOT
	SHOWN ON THE SITE PLAN. SUCH FENCING SHALL BE
	DIMENSIONED. ALONG THE WEST PROPERTY LINE THERE SHALL
	BE A 72-INCH HIGH WALL (NOT FENCE).
	________________________________________

	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