City of West Palm Beach eGovPlus

Plan Review Details - Project Z23060022

Plan Review Stops For Project Z23060022

Review Stop	AIPP			ART IN PUBLIC PLACES
Rev No	1	Status	N	Date	07-11-2023			Cont ID
Sent By	swelter			Date	07-11-2023	Time	16:25	Rev Time	0.00
Received By	swelter			Date		Time		Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	07-12-2023			Cont ID
Sent By	rbrown			Date	07-12-2023	Time	21:25	Rev Time	0.00
Received By	rbrown			Date	07-12-2023	Time	21:25	Sent To

Notes

2023-07-12 21:28:56	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. ACCESSIBLE ROUTE. THE SITE PLAN DOES NOT SHOW A
	WHEELCHAIR ACCESSIBLE ROUTE FROM THE SIDEWALK TO THE
	BUUILDING ENTRANCE. WHEN SUBMITTED FOR PERMIT, THE
	PLANS SHALL SHOW AT LEAST ONE ACCESSIBLE ROUTE,
	COMPLYING WITH SECTIONS 206.2 AND 402.2 OF FLORIDA
	ACCESSIBILITY CODE, FROM THE PUBLIC RIGHT-OF-WAY TO ALL
	ACCESSIBLE BUILDING OR FACILITY ENTRANCES.

	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. 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. 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, BACKFLOW PREVENTERS,
	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. THE CONTRACTOR SHALL SUBMIT A
	CONSTRUCTION PARKING PLAN TO THE ENGINEERING SERVICES
	DEPARTMENT.

	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]

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

Review Stop	ENG - PPRC			ENGINEERING - PPRC
Rev No	1	Status	F	Date	07-12-2023			Cont ID
Sent By	lquinone			Date	07-12-2023	Time	11:09	Rev Time	0.00
Received By	lquinone			Date	07-12-2023	Time	11:08	Sent To

Notes

2023-07-12 11:09:30	Z23060022 ??? SUBMITTAL PPRC COMMENTS ??? 1ST REVIEW

	COMMENTS FROM LINDA M. QUINONES- CINTRON, PROJECT
	COORDINATOR, ENGINEERING SERVICES AT [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 CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA (MAKE
	NOTE USC APPROVED).

	WATER/WASTEWATER PLAN:
	O PROVIDE VERTICAL DATUM AND DATUM CONVERSION
	INFORMATION (NAVD 1988 AND NGVD 1929).
	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 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 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 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 RICKY ELIZONDO, PROJECT ENGINEER, PUBLIC UTILITIES
	DEPARTMENT AT 561-494-1101 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	1	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	14:07	Sent To

Notes

2023-07-07 14:09:37	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(S) 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. AREAS OF REFUGE SHALL BE PROVIDED AS REQUIRED PER
	THE FLORIDA BUILDING CODE AND NFPA 101, CH 7, MEANS OF
	EGRESS.

	12A. 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.

	PENDING FIRE DEPARTMENT PORTABLE RADIO TESTING RESULTS
	AND FOUND UNACCEPTABLE, CONTACT WILL NEED TO BE MADE TO
	KEN DECKER, PALM BEACH COUNTY PUBLIC SAFETY RADIO
	SYSTEMS MANAGER, [email protected], 561-233-0837; FOR
	HIS TESTING, 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
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Notes

***NONE***

Review Stop	PARK		PARKING
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
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Review Stop	POLICE		POLICE
Rev No	1	Status	Date		Cont ID
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Review Stop	PU			PUBLIC UTILITIES
Rev No	1	Status	F	Date	07-13-2023			Cont ID
Sent By	relizond			Date	07-13-2023	Time	12:05	Rev Time	0.00
Received By	relizond			Date	07-13-2023	Time	12:01	Sent To

Notes

2023-07-13 12:05:39	-DENOTE SIZE AND MATERIAL OF EXISTING UTILITIES
	-UNUSED LATERALS/SERVICES WILL REQUIRE REMOVAL UP TO
	MAIN
	-HARD TO DIFFERENTIATE MAINS AND SERVICES
	-SHOW ALL EXISTING AND PROPOSED VALVES AND
	APPURTENANCES
	-ENSURE 5 FOOT RADIAL CLEARANCE FOR BOTH METER BOX AND
	CLEANOUT
	-SHOW ALL EXISTING DRY UTILITIES
	-CCTV REQUIRED IN ORDER TO CONFIRM LOCATIONS OF
	EXISITNG LATERALS
	-EXHIBIT ALL UTILITY CROSSINGS BETWEN PROPOSED AND
	EXISTING UTILITIES
	-DENOTE THE DOWNSTREAM LIFT STATION THAT SERVES THE
	PROJECT AREA
	-INCLUDE LEGEND AND DATUM CONVERSION
	-PROVIDE DEMAND CALCULATIONS TO DETERMINE SUFFICIENT
	FLOW SERVED BY EXISTING PIPES

Review Stop	PU-CS			PUBLIC UTILITIES CUSTOMER SRVC
Rev No	1	Status	F	Date	07-06-2023			Cont ID
Sent By	mhurley			Date	07-06-2023	Time	11:47	Rev Time	0.00
Received By	mhurley			Date		Time		Sent To

Notes

2023-07-06 11:46:56	PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
	-JUSTIFICATION STATEMENT SAYS THAT THE PROPERTY IS ON
	THE NORTH SIDE OF ALPHA ST., BUT PLANS SEEM TO SHOW IT
	ON THE SOUTH SIDE.
	-1.5 INCH WATER METER HAS 2 INCH WATER SERVICE PIPING
	BETWEEN MAIN AND METER PER STANDARD DETAILS AND AML.
	-SPECIFICALLY ADD SIZE OF BACKFLOW ASSEMBLY ON THE
	LABEL.
	-VERIFY IF THE NEW BUILDING WILL HAVE FIRE SPRINKLERS.
	IF SO, WILL NEED SEPARATE DEDICATED FIRELINE WATER
	SERVICE WITH DETECTOR BACKFLOW ASSEMBLY.
	-SHOW UTILITIES FROM ENGINEERING PLAN ON LANDSCAPING
	PLAN. ENSURE THAT THERE IS SUFFICIENT DISTANCE BETWEEN
	PLANTS AND UTILITIES.
	RESPECTFULLY,
	MARK HURLEY [email protected]

Review Stop	PW			PUBLIC WORKS
Rev No	1	Status	F	Date	07-06-2023			Cont ID
Sent By	jbjoseph			Date	07-06-2023	Time	12:22	Rev Time	0.00
Received By	jbjoseph			Date	07-06-2023	Time	12:24	Sent To

Notes

2023-07-06 12:23:50	PLEASE PROVIDE THE FOLLOWING:
	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 FOR THE SANITATION SERVICE.

	2. DUMPSTER ENCLOSURE 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

	BRUCELY A. JOSEPH
	PUBLIC WORKS PROGRAM MANAGER
	[email protected]
	561-494-1141

Review Stop	STORM			STORMWATER
Rev No	1	Status	F	Date	07-13-2023			Cont ID
Sent By	tward			Date	07-13-2023	Time	07:41	Rev Time	0.00
Received By	tward			Date	07-13-2023	Time	07:42	Sent To

Notes

2023-07-13 07:41:51	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
	SECTION 78-9 IS NGVD1929. THE NAVD1988 VERTICAL DATUM
	MAY BE USED IF THE CONVERSION EQUATION BETWEEN NAVD1988
	AND NGVD1929 IS PROVIDED. LIST THE CONVERSION EQUATION
	TO NGVD1929 ON THE SURVEY AND EVERY PLAN SHEET WITH
	ELEVATION INFORMATION.

	2. MOVE THE CONSTRUCTION ENTRANCE OUT OF THE RIGHT OF
	WAY.

	3. CONSTRUCT TYPE D CURB ALONG THE EDGE OF PAVEMENT
	ALONG THE FRONTAGE TO THE WEST DRIVEWAY OF 1320 ALPHA
	ST.

	4. SECTION A-A (SHEET 3 OF 5) CREATE A SWALE ALONG THE
	BACK OF SIDEWALK/RIGHT OF WAY TO PREVENT RUNOFF FROM
	FLOWING DIRECTLY OVER THE SIDEWALK.

	5. SECTION D-D (SHEET 3 OF 5) CREATE A SWALE ALONG THE
	PROPERTY LINE TO PREVENT RUNOFF FROM FLOWING DIRECTLY
	ONTO THE ADJACENT PROPERTY.

	5. CAN THE PROPOSED BUILDING BE MOVED NORTHWARD TO
	PROVIDE MOVE GREEN SPACE (RETENTION AREA) FOR
	STORMWATER RUNOFF? THE SITE APPEARS TO SLOPE FROM NORTH
	TO SOUTH. PER THE FLORIDA BUILDING CODE, RUNOFF IS NOT
	TO FLOW ONTO ADJACENT PROPERTIES.

	6. LABEL EXISTING UTILITIES (DIAMETER/MATERIAL) IN THE
	RIGHT OF WAY.

	7. SHOW MILL AND RESURFACING LIMITS FOR THE PAVEMENT
	CUTS IN THE RIGHT OF WAY.

	8. SHOW UTILITIES ON THE LANDSCAPE PLANS.

	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 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	07-10-2023			Cont ID
Sent By	vnoel			Date	07-10-2023	Time	07:06	Rev Time
Received By	vnoel			Date		Time		Sent To

Notes

2023-07-10 09:31:11	1. ADD CONVERSION TO NGVD-29 TO SURVEY AND ENG. PLANS.
	2. NEED TO RELEASE EXISTING UNITY OF TITLE AND APPLY
	FOR UNITY OVER ENTIRE PARCEL. BOTH APPLICATIONS ARE
	MADE THRU ENGINEERING.
	3. NEED LETTER FROM HCD CONFIRMING IT IS AN APPROVED
	AFFORDABLE/WORKFORCE HOUSING PROJECT.

Review Stop	TRAFFIC			TRAFFIC ENGINEERING
Rev No	1	Status	F	Date	07-13-2023		Cont ID
Sent By				Date	07-13-2023	Time	Rev Time
Received By				Date	07-13-2023	Time	Sent To

Notes

2023-07-13 05:40:28	TRAFFIC COMMENTS
	1) PROVIDE COUNTY TPS LETTER, ONCE AVAILABLE
	2) THE PARKING WAIVER REQUEST WOULD REQUIRE PROPER
	TRANSPORTATION DEMAND MANAGEMENT (TDM) MEASURES. PLEASE
	PROVIDE DETAILS OF PERTINENT AND EFFECTIVE TDMS

	SITE COMMENTS
	3) PROVIDE A TRANSPORTATION SPECIFIC SITE PLAN FOR THE
	GROUND FLOOR. SHOWCASING TRANSPORTATION RELATED
	FEATURES (E.G. ROADWAY WIDTHS, DRIVING AISLES, PARKING
	STALLS, SIDEWALK, CURB, GUTTER, DRIVEWAY, GATES,
	CROSSWALKS, VISIBILITY TRIANGLE, CORNER & DRIVEWAY
	SEPARATION DISTANCES, SLOPES, ETC.) PROPERLY LABELED
	AND DIMENSIONED
	4) 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
	5) PROVIDE A SIGNAGE AND PAVEMENT MARKING PLAN.
	INCLUSIVE OF ALL FEATURES WITHIN THE PROPOSED
	DEVELOPMENT AND ALONG ALL ROADS FRONTING THE SITE. SUCH
	PLAN CAN BE INSERTED IN THE TRANSPORTATION SPECIFIC ONE
	6) 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.
	PROVIDE THE ANALYSIS IN A SEPARATE SHEET. PLEASE
	PROVIDE DOCUMENT NAME AND SHEET NUMBER
	7) PARKING STALLS LOCATED AT THE END OF EACH ROW DO NOT
	SEEM TO PROVIDE PRACTICAL MANEUVERING. PLEASE PROVIDE
	AUTOTURN FOR EACH OF SUCH STALLS TO PROVE THEIR
	FEASIBILITY
	8) 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	Z			ZONING
Rev No	1	Status	F	Date	06-28-2023			Cont ID
Sent By	eschneid			Date	06-28-2023	Time	12:13	Rev Time	6.00
Received By	eschneid			Date	06-28-2023	Time	12:13	Sent To

Notes

2023-06-28 12:13:59	CASE NO. FSPR 23-08
	VITA NOVA EXPANSION
	1330 ALPHA STREET

	- CONTACT ERIC SCHNEIDER @ 561-822-1446,
	[email protected]

	- PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
	WRITTEN FORMAT.

	- WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF TWO
	(2) PAPER COPIES AND AN ELECTRONIC COPY IN .PNG FORMAT
	OF ALL PLANS. PLEASE NOTE THAT CHANGES ON THE
	RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS
	TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL
	COMMENTS.

	- AT SUCH TIME THAT THE PPRC COMMENTS HAVE BEEN
	RESUBMITTED AND BEEN SUFFICIENTLY ADDRESSED THE CASE
	WILL BE SCHEDULED FOR THE NEXT AVAILABLE CITY
	COMMISSION MEETING.

	- PLEASE NOTE THAT IF THE PLANNING DIVISION HAS NOT
	RECEIVED A RESPONSE TO THE PPRC COMMENTS WITHIN 60 DAYS
	FROM THE DATE OF THE PPRC MEETING (BY SEPTEMBER 13,
	2023), THE PLANNING DIVISION MAY NOTIFY THE APPLICANT
	THAT THE CASE IS CONSIDERED WITHDRAWN. ANY FURTHER
	ACTION SHALL REQUIRE A NEW DEVELOPMENT APPLICATION.

	- PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
	RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY ISSUED
	COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
	APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
	WILL BE 20% OF THE ORIGINAL APPLICATION FEE ($300).

	- PUBLIC HEARING NOTIFICATION SIGNAGE SHALL BE POSTED
	IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION
	94-39(I)(5) OF THE ZONING AND LAND DEVELOPMENT
	REGULATIONS.

	1) THIS APPLICATION IS A SPECIAL SITE PLAN REVIEW FOR
	AN AFFORDABLE HOUSING PROJECT IN ACCORDANCE WITH
	RESOLUTION NUMBER 306-22, WHICH REQUIRES CITY
	COMMISSION APPROVAL AND IS PROCESSED AS A FORMAL SITE
	PLAN REVIEW. THE PAYMENT SUBMITTED WITH THE APPLICATION
	WAS ONLY FOR AN INFORMAL SITE PLAN REVIEW. YOU ARE
	REQUIRED TO PAY AND ADDITIONAL $716 TO COVER THE
	DIFFERENCE IN THE SITE PLAN FEES ($500) AND THE
	ADVERTISING FEE FOR CITY COMMISSION ($216).

	2) PLEASE CLARIFY WHY THE DEED LISTS VITA NOVA OF
	RENAISSANCE VILLAGE, YET THE APPLICATION AND SUNBIZ
	SHOW IT AS VITA NOVA VILLAGE.

	3) THANK YOU FOR PROVIDING THE CONCURRENCY STATEMENT
	THAT THE APPLICATION COMPLIES WITH THE PBC TPS
	REQUIREMENTS; HOWEVER, THE CITY STILL REQUIRES THAT YOU
	PROVIDE A TPS LETTER FROM PALM BEACH COUNTY
	ENGINEERING.

	4) THE LETTERS OF NO OBJECTION FOR FPL, FPU, AT&T AND
	COMCAST ARE REQUIRED.

	5) THE JUSTIFICATION LETTER STATES THAT A UNITY OF
	TITLE WILL BE PROVIDED TO JOIN ALL THREE PROPERTIES IN
	ORDER TO UTILIZE THE FULL 0.77 ACRES FOR THE NUMBER OF
	UNITS PERMITTED UNDER RES. NO. 306-22. VINCE NOEL WILL
	DETERMINE IF THIS IS MAY BE DONE AS A UNITY OF TITLE OR
	IF A PLAT IS REQUIRED.

	6) CLARIFY WHY JUSTIFICATION STATEMENT LISTS 1316 ALPHA
	STREET AS HAVING FIVE UNITS, WHILE THE CITY HAS IT
	LISTED AS SIX UNITS. IF THERE ARE SIX UNITS, THEN THE
	JUSTIFICATION STATEMENT, DATA TABLES AND WAIVERS NEED
	TO BE UPDATED ACCORDINGLY.

	7) THE JUSTIFICATION STATEMENT MENTIONS THAT THERE ARE
	ON-SITE SUPPORT SERVICES. PLEASE LIST AND DESCRIBE WHAT
	THESE ON-SITE SERVICES ENTAIL. THIS MAY AFFECT THE USE
	CLASSIFICATION OF THE PROPERTY.

	8) THE ADDED UNITS PERMITTED BY RES. NO. 306-22 DO NOT
	REQUIRE A WAIVER TO THE SITE ACREAGE. PLEASE REMOVE
	THIS AS A WAIVER REQUEST FROM THE PLANS.

	9) RES. NO. 306-22 REQUIRES STREET-LEVEL
	THREE-DIMENSIONAL RENDERINGS FOR THE PROPOSED
	DEVELOPMENT AND ALL BUILDINGS ON ADJACENT SITES, PUBLIC
	SPACES AND STREETS TO ILLUSTRATE HOW THE NEW BUILDING
	RELATES TO THE SURROUNDING AREA. THE PROVIDED
	THREE-DIMENSIONAL RENDERINGS ONLY SHOW PROPOSED
	BUILDING AND NOT THE BUILDINGS ON ADJACENT SITES,
	PUBLIC SPACES AND STREETS SURROUNDING THE PROPOSED
	BUILDING.

	10) THE PROJECT IS REQUESTING A PARKING WAIVER TO
	PROVIDE NO PARKING SPACES FOR THE NEW UNITS (OVERALL
	50% PARKING REDUCTION). THE JUSTIFICATION STATEMENT
	LISTS REASONS TO SUPPORT THE WAIVER AS THE CURRENT
	PARKING LOT IS VACANT ON A DAY-TO-DAY BASIS AND THAT
	VITA NOVA VILLAGE ASSISTS RESIDENTS WITH TRANSPORTATION
	NEEDS, YET NO DATA WAS PROVIDED ON THE PARKING USE AND
	NO INFORMATION ON WHAT FORM THE TRANSPORTATION
	ASSISTANCE TAKES. ADDITIONALLY, THIS SITE IS LOCATED
	WITHIN A RESIDENTIAL AREA AND NOT IN CLOSE PROXIMITY TO
	MAJOR EMPLOYERS OR TRANSIT LINES. PLEASE PROVIDE BETTER
	JUSTIFICATION FOR THE PARKING WAIVER.

	11) BICYCLE PARKING IS REQUIRED AT A RATIO OF ONE SPACE
	FOR EVERY 20 AUTOMOBILE PARKING SPACES, OR FRACTION
	THEREOF, REQUIRED FOR THE USE. A TOTAL OF THREE BICYCLE
	PARKING SPACES ARE REQUIRED. THIS EQUATES TO TWO
	BICYCLE RACKS. THE TWO BICYCLE RACKS THAT ARE SHOWN
	ADJACENT TO THE NEW BUILDING DO NOT MATCH THE BICYCLE
	RACK DETAIL, NOR SO THEY SHOW ADEQUATE SPACE ADJACENT
	TO THE BUILDING OR ALONG THE WALKWAY TO THE BACK OF THE
	BUILDING. IT APPEARS THAT THE RACKS ARE ORIENTED THE
	WRONG WAY ON THE PLAN. SINCE IT DOES NOT APPEAR THAT
	THERE ARE ANY BICYCLE RACKS CURRENTLY ON THE SITE,
	STAFF SUGGESTS PUTTING ONE RACK AT THE NEW BUILDING AND
	INSTALLING THE OTHER RACK ADJACENT TO ONE OF THE
	EXISTING BUILDINGS TO PROVIDE CONVENIENT BICYCLE
	PARKING FOR MORE RESIDENTS.

	12) IS THERE AN OPPORTUNITY TO REORIENT THE WINDOWS ON
	AT LEAST ONE OF THE FLOORS TO FACING ALPHA STREET
	INSTEAD OF THE INTERIOR/NEIGHBORING LOT? THIS WOULD
	BREAK UP THE BLANK WALL ALONG ALPHA STREET.

	13) THE SITE PLAN DOES NOT MATCH THE CIVIL AND
	LANDSCAPE PLANS ON THE EAST AND WEST SIDES OF THE NEW
	BUILDING. ALL PLANS MUST BE CONSISTENT AND CODE
	COMPLIANT.

	14) THE SQUARE FOOTAGE OF THE PROPOSED BUILDING LISTED
	ON THE SITE PLAN DOES NOT MATCH THE SQUARE FOOTAGE
	LISTED ON THE ARCHITECTURAL PLAN. ALL PLANS MUST BE
	CONSISTENT AND CODE COMPLIANT.

	15) THE GRAVITY WALL AND GUIDERAIL EXCEED THE
	FENCE/WALL HEIGHT ALLOWANCE OF SIX (6) FEET WITHIN THE
	11.5-FOOT REAR SETBACK.

	16) THE GUIDERAIL MUST BE A DECORATIVE FENCE. PROVIDE A
	DETAIL SHOWING THE GUIDERAIL.

	17) THE BUILDING CROSS-SECTION SHOWS THE TOP OF THE
	SLAB AND THE GRADE SET AT THE SAME HEIGHT, YET THE
	CIVIL CROSS-SECTIONS SHOW THE FINISHED FLOOR AT LEAST
	ONE (1) FOOT LOWER THAN THE FINISHED FLOOR. THE
	ARCHITECTURAL CROSS-SECTION SHALL ACCURATELY DEPICT THE
	SITE CONDITIONS. NOTE: THIS MAY AFFECT THE HEIGHT OF
	THE STRUCTURE, SINCE IT IS MEASURED FROM THE FINISHED
	GRADE, NOT THE FINISHED FLOOR.

	18) WHILE DIMENSIONS WERE NOT PROVIDED, THE SIGN SHOWN
	ON THE FRONT OF THE BUILDING APPEARS LARGER THAN
	PERMITTED BY THE SIGN CODE.

	LANDSCAPE

	19) THE LANDSCAPE PLAN FAILS TO PROVIDE THE DISPOSITION
	OF WHAT IS LISTED AS TREE 34 ON THE SURVEY.

	20) PROVIDE HOW THE TREES PROPOSED TO REMAIN ON THE
	SITE WILL BE PROTECTED DURING CONSTRUCTION. NOTE: THE
	PALM TO BE RETAINED AT THE SOUTHWEST CORNER OF THE
	BUILDING APPEARS TO BE VERY CLOSE TO THE FOUNDATION AS
	WELL AS IN A LOCATION WHERE THE GRADE WILL BE CHANGED.

	21) THE CITY BASES ITS TREE MITIGATION ON THE CANOPY
	SIZE NOT DBH. PLEASE PROVIDE THE MITIGATION TABLE IN
	THIS FORMAT. PLEASE NOTE THAT SINCE THE OVERALL SITE IS
	DEFICIENT IN LANDSCAPE, THE MITIGATION SHALL OCCUR
	ON-SITE TO BRING THE SITE CLOSER TO CODE CONFORMITY AND
	NOT VIA PAYMENT INTO THE MITIGATION FUND. AN APPROVED
	TREE ALTERATION PERMIT IS REQUIRED PRIOR TO THE REMOVAL
	OF ANY TREES.

	22) THE LANDSCAPE PLAN SHALL SHOW THE PROPOSED WATER
	SERVICE, THE SANITARY LINE AND THE EXFILTRATION
	TRENCH/DRAINAGE LINES. THESE FEATURES SHALL NOT DISTURB
	THE EXISTING TREE ROOT SYSTEMS OR THE GROWTH POTENTIAL
	OF THE PROPOSED TREES.

	23) PROVIDE A SECTION DRAWING, TO SCALE, OF THE
	SOUTHERN PROPERTY LINE SHOWING HOW THE PROPOSED
	LANDSCAPE WILL BE INSTALLED IN RELATIONSHIP TO THE
	EXFILTRATION TRENCH, SWALE, FENCE AND GRAVITY WALL. THE
	VERTICAL AND HORIZONTAL SCALE SHALL BE THE SAME.

	24) PROVIDE THE SQUARE FOOTAGE OF THE FOOTPRINT OF THE
	BUILDING. STAFF IS UNABLE TO VERIFY THE 2,760 SQUARE
	FEET OF OPEN SPACE LISTED ON THE LANDSCAPE PLAN DATA
	TABLE. THE STAFF CALCULATION IS 3,463 SQUARE FEET OF
	OPEN SPACE. THIS DIFFERENCE AFFECTS THE REQUIRED AMOUNT
	OF LANDSCAPE.

	25) PROVIDE THE LINEAR FEET AROUND THE NEW BUILDING SO
	THAT STAFF CAN VERIFY THE AMOUNT OF FOUNDATION PLANTING
	THAT IS REQUIRED.

	26) WHILE THE PLAN IS TO JOIN THE DEVELOPMENT SITE INTO
	ONE LARGER PARCEL TO ALLOW MORE UNITS TO BE
	CONSTRUCTED, THE LANDSCAPE IS REQUIRED IF THIS IS A
	STAND-ALONE SITE. THIS INCLUDES THE EASTERN BUFFER
	LANDSCAPE AND THE 12 TREES REQUIRED BY THE NUMBER OF
	UNITS. IF THESE TREES CANNOT BE PLACED ON THE
	DEVELOPMENT SITE, THEY SHALL BE SPREAD ACROSS THE
	LARGER SITE TO ADDRESS THE EXISTING LANDSCAPE
	DEFICIENCIES.

	27) PROVIDE THE TOTAL SQUARE FOOTAGE OF THE LANDSCAPED
	AREA ON THE DEVELOPMENT SITE AND THE SQUARE FOOTAGE
	THAT WILL BE SODDED SO THAT STAFF CAN VERIFY THAT THE
	SODDED AREA IS LESS THAN 50% OF THE TOTAL LANDSCAPE
	AREA. NOTE: THE AMOUNT OF OPEN SPACE IS NOT TO BE USED
	FOR THIS CALCULATION SINCE OPEN SPACE ALSO INCLUDES
	AREAS THAT ARE NOT LANDSCAPED.

	28) THE PLANS SHOW OAK TREES WITHIN THE ALPHA STREET
	LANDSCAPE BUFFER. THERE ARE OVERHEAD LINES AT THIS
	LOCATION, WHICH DOES NOT SEEM TO COMPLY WITH THE FPL
	RIGHT TREE RIGHT PLACE STANDARD.

	29) THE LANDSCAPE CODE REQUIRES THAT AT LEAST ONE TREE
	SHALL BE PLANTED IN A REQUIRED BUFFER STRIP FOR EACH 30
	LINEAR FEET OR PORTION THEREOF. REQUIRED STREET TREES
	MAY BE CLUSTERED OR PLANTED IRREGULARLY AS DEEMED
	APPROPRIATE. CLUSTERING OF ALL REQUIRED TREES SHALL BE
	SUBJECT TO CITY APPROVAL. THE PLANS SHOW THE CLUSTERING
	OF TREES ALONG THE WESTERN PROPERTY LINE, WITH A GAP OF
	80 FEET BETWEEN TWO OF THE ORANGE GEIGER TREES. STAFF
	DOES NOT SUPPORT THE LARGE GAP AT THIS LOCATION. THE
	PROPOSED BUILDING, LOCATED FIVE (5) FEET FROM THE
	WESTERN PROPERTY LINE, WILL BE 40 FEET ABOVE THE GRADE
	OF THE NEIGHBORING ONE-STORY RESIDENTIAL STRUCTURE.
	THIS MASS NEEDS TO BE BROKEN UP BY LANDSCAPE SCREENING
	SINCE WITHOUT ADEQUATE SCREENING, THE PROPOSED BUILDING
	IS NOT IN CHARACTER WITH THE ADJACENT USE.