City of West Palm Beach eGovPlus

Plan Review Details - Project Z22090019

Plan Review Stops For Project Z22090019

Review Stop	AIPP			ART IN PUBLIC PLACES
Rev No	2	Status	F	Date	07-11-2023			Cont ID
Sent By	swelter			Date	07-11-2023	Time	16:02	Rev Time	0.00
Received By	swelter			Date	07-11-2023	Time	17:03	Sent To

Notes

2023-07-11 16:05:55	DEVELOPMENT OVER $500,000 IS SUBJECT TO THE PUBLIC ART
	REQUIREMENT.
	PLEASE CONTACT SYBILLE WELTER AT [email protected] TO
	REVIEW THE REQUIREMENTS.

Review Stop	AIPP			ART IN PUBLIC PLACES
Rev No	1	Status	F	Date	10-11-2022			Cont ID
Sent By	swelter			Date	10-11-2022	Time	13:59	Rev Time	0.00
Received By	swelter			Date	10-11-2022	Time	14:20	Sent To

Notes

2022-10-11 14:00:53	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.

	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 ALL THE SITE PLANS.

	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 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	22:48	Rev Time	0.00
Received By	rbrown			Date	07-12-2023	Time	22:48	Sent To

Notes

2023-07-12 22:49:04	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. DEMOLITION OF THE EXISTING BUILDINGS. AN ASBESTOS
	SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT
	REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH
	COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963,
	OR BY EMAIL: [email protected]

	3. 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.

	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 SECTION
	R302 OF FLORIDA BUILDING CODE (RESIDENTIAL).

	6. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
	AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
	WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
	FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
	GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
	OTHER FIRE SUPPRESSION SYSTEMS, GREASE INTERCEPTORS,
	SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.

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

	10. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
	TO ART LIFE ASSESSMENT UNDER THE CITY OF WEST PALM
	BEACH ART IN PUBLIC PLACES (AIPP) PROGRAM. FOR ADVICE
	ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP
	ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC
	PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
	[email protected]

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	P	Date	10-12-2022			Cont ID
Sent By	rbrown			Date	10-12-2022	Time	21:35	Rev Time	0.00
Received By	rbrown			Date	10-12-2022	Time	21:34	Sent To

Notes

2022-10-12 21:41:36	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. DEMOLITION OF THE EXISTING BUILDINGS. AN ASBESTOS
	SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT
	REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH
	COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963,
	OR BY EMAIL: [email protected]

	3. 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.

	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 SECTION
	R302 OF FLORIDA BUILDING CODE (RESIDENTIAL).

	6. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
	AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
	WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
	FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
	GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
	OTHER FIRE SUPPRESSION SYSTEMS, GREASE INTERCEPTORS,
	SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.

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

	8. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
	AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
	INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
	CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
	NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
	THAT MAY AFFECT THE USE OF THEIR PROPERTY.

	9. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
	WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
	HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION
	OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING,
	CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT
	(561) 805 6659, OR BY EMAIL: [email protected]

	10. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
	TO ART LIFE ASSESSMENT UNDER THE CITY OF WEST PALM
	BEACH ART IN PUBLIC PLACES (AIPP) PROGRAM. FOR ADVICE
	ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP
	ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC
	PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
	[email protected]

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

Review Stop	ENG - PPRC			ENGINEERING - PPRC
Rev No	2	Status	F	Date	07-12-2023			Cont ID
Sent By	lquinone			Date	07-12-2023	Time	16:55	Rev Time	0.00
Received By	lquinone			Date	07-12-2023	Time	16:55	Sent To

Notes

2023-07-12 16:55:58	COMMENTS FROM LINDA QUINONES-CINTRON, PROJECT
	COORDINATOR, ENGINEERING SERVICES AT [email protected]
	PLEASE PROVIDE RESPONSE LETTER WITH THE RESUBMITTAL.

	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 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 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 FIRE FLOW TEST DATA.
	O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
	STORMWATER INFRASTRUCTURE 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.

Review Stop	ENG - PPRC			ENGINEERING - PPRC
Rev No	1	Status	F	Date	09-26-2022		Cont ID
Sent By	rrossano			Date	09-26-2022	Time	Rev Time
Received By	rrossano			Date	09-26-2022	Time	Sent To

Notes

2022-09-26 13:31:36	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 INCLUDING PIPE SIZE AND MATERIAL LOCATED IN
	THE RIGHT-OF-WAY.
	O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
	AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD
	DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS. PLEASE
	INCLUDE FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
	TELECOMMUNICATION FACILITIES INCLUDING PIPE SIZE AND
	MATERIAL LOCATED IN THE RIGHT-OF-WAY.
	O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY
	TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT
	APPLICATION). PROVIDE CALCULATIONS ON PLANS OF EXISTING
	AND PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE,
	MAXIMUM AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS
	SHALL BE PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008
	FOR WATER.
	O PROVIDE FIRE FLOW TEST DATA.
	O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
	STORMWATER INFRASTRUCTURE 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, 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 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	16:07	Sent To

Notes

2023-07-07 16:07:45	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.

	ANY 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. THERE ARE INDICATIONS OF A FIRE LINE FOR A PROPOSED
	FIRE SPRINKLER SYSTEM FOR THESE TOWNHOMES.

	FOR ANY LIFE SAFETY ENGINEERED SYSTEM, I.E FIRE
	SPRINKLER AND FIRE ALARM, ENSURE THEY COMPLY WITH THE
	REQUIREMENTS APPLICABLE NFPA CODE AND 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(IF APPLICABLE) 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. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
	DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.

	13. 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	09-29-2022			Cont ID
Sent By	pleduc			Date	09-29-2022	Time	14:40	Rev Time	0.00
Received By	pleduc			Date	09-29-2022	Time	14:32	Sent To

Notes

2022-09-29 14:39:20	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.

	ANY 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. THERE ARE INDICATIONS OF A FIRE LINE FOR A PROPOSED
	FIRE SPRINKLER SYSTEM FOR THESE TOWNHOMES.

	FOR ANY LIFE SAFETY ENGINEERED SYSTEM, I.E FIRE
	SPRINKLER AND FIRE ALARM, ENSURE THEY COMPLY WITH THE
	REQUIREMENTS APPLICABLE NFPA CODE AND 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(IF APPLICABLE) 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. 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.

	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	07-12-2023			Cont ID
Sent By	avolcy			Date	07-12-2023	Time	17:58	Rev Time	0.00
Received By	avolcy			Date	07-12-2023	Time	17:58	Sent To

Notes

2023-07-12 18:00:26	LANDSCAPE PLAN REVIEW
	________________________________________

	DATE OF REVIEW: 07.122023
	PRJECT NUMBER: Z22090019
	________________________________________

	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	10-06-2022			Cont ID
Sent By	rcaranci			Date	10-06-2022	Time	14:26	Rev Time	0.00
Received By	rcaranci			Date	10-06-2022	Time	14:26	Sent To

Notes

2022-10-06 14:27:12	FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
	561-822-1462
	PROJECT: NOTTINGHAM TOWNHOMES Z22090019
	OCTOBER 6, 2022
	I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
	PROVIDE THE FOLLOWING COMMENTS:

	1. THE SCALE OF THE LANDSCAPE PLAN NEEDS TO BE
	1???=20???IN ORDER TO PROVIDE THE DETAIL NEEDED.

	2. LOT LINES MUST BE CLEARLY SHOWN ON THE LANDSCAPE
	PLAN.

	3. PROVIDE A SEPARATE TREE DISPOSITION PLAN BASED ON
	THE TREE SURVEY. INCLUDE EXISTING TREES IN THE CITY
	RIGHT OF WAY. EXISTING TREES SHOULD BE REMOVED FROM THE
	LANDSCAPE PLAN UNLESS THEY ARE TO REMAIN.

	4. IF EACH UNIT IS TO BE A FEE SIMPLE SINGLE FAMILY
	LOT, THE LANDSCAPE REQUIREMENTS MUST BE SHOWN FOR EACH
	LOT PER SECTION 94-442(C)(2)A. BASED ON THE
	NON-BUILDING OPEN SPACE AREA OF EACH LOT.

	5. FOR EACH LOT, PALM SUBSTITUTION CANNOT EXCEED 35% OF
	THE REQUIRED TREES.

	6. THE TREE REQUIREMENTS CHART NEEDS TO BE REVISED TO
	SHOW CALCULATIONS FOR THE COMMON AREAS INCLUDING
	LANDSCAPE BUFFERS. THIS AREA ALSO NEEDS TO BE DEFINED
	AS TO OWNERSHIP AND MAINTENANCE THAT WILL BE THE
	RESPONSIBILITY OF THE PROPERTY OWNER???S ASSOCIATION
	REQUIRED TO BE FORMED.

	7. A 10 FOOT LANDSCAPE BUFFER IS SHOWN ON THE
	NOTTINGHAM PROPERTY LINE AND 5 FOOT LANDSCAPE BUFFERS
	ALONG THE OTHER PROPERTY LINES. MAKE SURE THIS IS
	REFLECTED CORRECTLY ON THE CHART.

	8. SEWER LINES ARE NOT CLEARLY LABELED WHERE THEY
	CONNECT ACROSS THE FRONT YARDS. THE PLACEMENT OF THE
	SEWER LINES IS TOO CLOSE TO TREES IN THE FRONT OF SOME
	LOTS REQUIRING ROOT BARRIER THAT CUTS OFF MOST OF THE
	POSSIBLE ROOT ZONE AREA. LINES MUST BE ADJUSTED TO
	AVOID CONFLICTS WITH APPROVED TREES.

	9. WATER AND FIRE LINES SHOW THE SAME ISSUES OF
	CONFLICTS WITH TREES IN SOME LOCATIONS. IF THE CIVIL
	ENGINEER COORDINATES WITH THE LANDSCAPE ARCHITECT,
	CONFLICTS CAN BE RESOLVED TO PROVIDE A SUSTAINABLE
	DESIGN.

	10. PROVIDE INFORMATION ON THE IRRIGATION SYSTEMS FOR
	EACH LOT AND THE COMMON AREA PARCELS. INDICATE IF EACH
	UNIT WILL HAVE A SEPARATE SYSTEM OR IF IT WILL BE ONE
	COMMON SYSTEM.
	11. PROVIDE LOCATIONS AND SCREENING FOR ALL ABOVE
	GROUND UTILITY VALVES, BACKFLOW PREVENTERS, AND
	IRRIGATION BACKFLOWS.

	12. PROVIDE THE FLORIDA FRIENDLY REQUIREMENTS AND
	POINTS FOR EACH LOT AND THE COMMON AREA PARCEL
	SEPARATELY. 25 POINTS ARE REQUIRED FOR SINGLE FAMILY
	LOTS.

	13. STAFF SUGGESTS THAT THE SHADE TREES FOR THE
	SIDEWALK BE PROVIDED ON THE COMMON AREA ADJACENT TO THE
	SIDEWALK AND NOT IN THE PARKWAY AS IT IS TOO NARROW TO
	SUPPORT A SHADE TREE. THE SILVER BUTTONWOOD TREES ARE
	OF A SIZE THAT MAY INTERFERE WITH STREET AND SIDEWALK
	TRAFFIC.
	14. SHOW THE LOCATIONS OF OFFSITE TREE CANOPY WITHIN 10
	FEET OF THE PROPERTY LINE AND COORDINATE LOCATIONS OF
	PROPOSED TREES TO AVOID CONFLICT.

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

	2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
	RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
	RIGHT OF WAY LANDSCAPING AND IRRIGATION APPROVED WITH
	THIS PETITION.

	3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
	RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
	WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
	SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.

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

Notes

***NONE***

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

Notes

***NONE***

Review Stop	PU			PUBLIC UTILITIES
Rev No	2	Status	F	Date	07-13-2023			Cont ID
Sent By	relizond			Date	07-13-2023	Time	12:48	Rev Time	0.00
Received By	relizond			Date	07-13-2023	Time	12:41	Sent To

Notes

2023-07-13 12:48:22	-DENOTE MATERIAL FOR ALL EXISTING UTILITIES
	-SHOW ALL EXISITING UTILITIES WITHIN PROJECT SCOPE
	-SHOW ALL LATERALS/SERVICES WITHIN PROJECT SCOPE
	-SHOW ALL VALVES AND APPURTENANCES FOR EXISTING AND
	PROPOSED UTILITIES LEGIBLY
	-LABEL ALL EXISTING DRY UTILTIES
	-FITTINGS NOT PERMITTED BETWEEN METER AND BACKFLOW PER
	STANDARD DETAILS
	-CALL OUT ALL MEANS OF CONNECTION
	-CALL OUT SIZE AND MATERIAL FOR ALL PROPOSED UTILTIES
	-VALVES SHOWN WITHOUT SERVICES
	-PROVIDE 5 FOOT RADIAL CLEARANCE FOR METER BOXES AND
	CLEANOUTS
	-LATERALS/SERVICES NOT TO BE USED REQUIRE REMOVAL UP TO
	THE MAIN
	-DENOTE CITY'S POINTS OF SERVICE
	-PROVIDE PROFILES FOR ALL CONNECTIONS FROM POINT OF
	CONNECTION TO THE POINT OF SERVICE
	-PROVIDE DEMAND CALCULATIONS IN ORDER TO ENSURE
	EXISTING PIPES CAN PROVIDE SUFFICIENT FLOW
	-DATUM CONVERSION MISSING
	SPECIFY DOWNSTREAM LIFTSTATION THAT SERVES THE PROJECT
	AREA
	-PROVIDE CROSSING INFORMATION FOR ALL UTILITIES
	-LATERALS LARGER THAN 6" WILL REQUIRE CONNECTION VIA
	MANHOLE, AS WELL AS A CLEANOUT OF CORRESPONDING SIZE AT
	R/W
	-SAMPLE POINTS REQUIRED
	-FDOH PERMITS REQUIRED
	-BLOW-UP DETAIL NEEDED FOR ALL CONNECTION

Review Stop	PU			PUBLIC UTILITIES
Rev No	1	Status	F	Date				Cont ID
Sent By				Date		Time		Rev Time	0.00
Received By	mtechnow			Date	10-13-2022	Time	11:12	Sent To

Notes

2022-10-13 11:24:11	-PLANS APPROVED ON A CONCEPTUAL LEVEL.
	-PLEASE REFERENCE THE SUBMITTAL CHECKLIST (PROVIDED BY
	RICK ROSSANO) FOR PLAN SUBMITTAL GUIDELINES IN ORDER TO
	PROCEED.

	MICHAEL TECHNOW [email protected]

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	11:20	Rev Time	0.00
Received By	mhurley			Date		Time		Sent To

Notes

2023-07-06 11:20:14	PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
	-LABEL FIRELINE BACKFLOW ASSEMBLIES WITH SIZE AND TYPE.
	-DID NOT SEE FDC. SHOW AND LABEL IF NEEDED OR REQUIRED.
	-LABEL WATER METERS WITH SIZE. IF SIZE IS 3 INCH OR
	LARGER, ADD ABOVE-GROUND TO LABEL.
	-NEAR NORTHEAST AREA OF PROPERTY, A FIRELINE PIPE MAY
	HAVE LOCATION CONFLICT WITH A STORMWATER STRUCTURE.
	-AT CALLOUT FOR EXISTING FIRE HYDRANT, ADD FIRE HYDRANT
	SYMBOL ON PLANS.
	-ADD WATER AND SEWER DEMAND CALCULATIONS TO SHEET C2.2
	-LABEL DOMESTIC BACKFLOW ASSEMBLIES WITH SIZE AND TYPE.
	-WILL IRRIGATION WATER RUN OFF THE DOMESTIC METERED
	WATER SERVICES?
	-SHOW UTILITIES FROM CIVIL PLANS ON LANDSCAPING PLANS
	AND ENSURE PLANTS AND UTILITIES ARE SUFFICIENTLY
	DISTANCED FROM EACH OTHER.
	-VERIFY PRIVATE FIRE SYSTEM WILL NOT HAVE ANY ADDED
	CHEMICALS OR AUXILIARY WATER SOURCES SUCH AS WELLS.
	-IF THERE WILL BE ANY OUTSIDE TRANSFORMER PADS, SHOW
	AND LABEL ON PLANS.
	RESPECTFULLY,
	MARK HURLEY [email protected]

Review Stop	PU-CS			PUBLIC UTILITIES CUSTOMER SRVC
Rev No	1	Status	F	Date	10-11-2022			Cont ID
Sent By	mhurley			Date	10-11-2022	Time	08:02	Rev Time	0.00
Received By	mhurley			Date		Time		Sent To

Notes

2022-10-11 08:02:49	PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:

	-CONSIDER ADDING GATE VALVE AT SOUTH SIDE OF PLUMBING
	HELP WITH TROUBLESHOOTING LEAKS AND MAINTENANCE.

	-LARGE METERS AND FIRELINE BACKFLOWS NEED TO BE OUTSIDE
	OF FENCES, GATES, OR WALLS AND ACCESSIBLE FROM RIGHT OF
	WAY. TREES SHOULD NOT BLOCK TRUCK CRANES FROM ACCESSING
	LARGE METERS.

	-PLUMBING SHOWN GOING THROUGH POSSIBLE POOL.

	-ARE ANY FDC NEEDED OR REQUIRED? IF SO, SHOW AND LABEL
	ON PLANS.

	-LABEL ON PLANS WHAT IS HAPPENING TO DO NOT PARK SIGNS
	NEAR NORTHEAST AREA OF PROPERTY.

	-ADD WATER AND SEWER DEMAND CALCS ON WATER AND
	WASTEWATER PLAN.

	-LARGE DOMESTIC BACKFLOW AND FIRELINE BACKFLOW STANDARD
	DETAILS MISSING. PLEASE ADD TO ENGINEERING PLAN SET.

	-HAVE GATES ON SOUTH PROPERTY LINE OPEN INWARD INSTEAD
	OF OUTWARD INTO CITY PROPERTY.

	-SURVEY SHOWS WOOD POWER POLES ON PROPERTY AND HISTORIC
	PICTURES SHOW OVERHEAD UTILITIES. WHAT IS HAPPENING TO
	THEM? ALSO ARE THERE ANY EXISTING UTILITY EASEMENTS FOR
	THOSE?

	-SHOW REMOVAL OF EXISTING SEWER LATERALS AND CLEANOUTS
	NEAR NORTH PROPERTY LINE AND RIGHT OF WAY ON WASTEWATER
	PLAN.

	-LABEL ADJACENT PROPERTY ADDRESSES TO THE SOUTH, EAST,
	AND WEST.

	-BACKFLOW ASSEMBLIES MAY NOT BE LOCATED IN SIDEWALKS
	BLOCKING PEDESTRIAN TRAFFIC.

	-LANDSCAPING PLAN DOES NOT SHOW PLANTS AND UTILITIES
	APPROPRIATELY DISTANCED FROM EACH OTHER.

	RESPECTFULLY,

	MARK HURLEY [email protected]

Review Stop	PW		PUBLIC WORKS
Rev No	2	Status	Date				Cont ID
Sent By			Date		Time		Rev Time	0.00
Received By	jbjoseph		Date	07-06-2023	Time	13:04	Sent To

Notes

2023-07-06 13:05:06	PLEASE PROVIDE THE FOLLOWING:
	1. LOCATION OF THE DUMPSTER ENCLOSURE
	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
	3. 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.
	4. PLEASE PROVIDE AN AUTOTURN PLAN.?? TRAVEL PATHS
	SHOULD BEGIN OUTSIDE THE SITE ILLUSTRATING THE TURN
	ONTO THE PRIMARY ENTRY ROAD/DRIVE, MANEUVERING AROUND
	THE SITE, AND COMPLETED WITH AN ILLUSTRATION
	DEMONSTRATING EXITING THE SITE.
	PATHS MUST ILLUSTRATE THE FULL VEHICLE SWEPT PATH
	(INCLUDING WHEEL TRACKS AND OUT-TO-OUT VEHICLE OVERHANG
	SWEEP) AND MUST INDICATE A CLEAR, UNOBSTRUCTED TRAVEL
	AROUND THE SITE WITHOUT IMPACT/COLLISIONS TO BUILDINGS,
	CURBS, LANDSCAPING, PARKING SPACES, VEHICLES, ETC???

	AUTOTURN EXHIBIT WITH DYNAMIC ENVELOPE AND THE
	VEHICLE'S WHEEL PATH IDENTIFIED WITH DIFFERENT COLORS
	FOR THE SANITATION SERVICE, FRONT LOADER TRUCK WITH THE
	FOLLOWING SPECS:
	- DUAL AXLES
	- TRUCK LENGTH: 35 FT
	- TIRE PATH WIDTH: 8FT
	- DYNAMIC ENVELOPE WIDTH: 11 FT
	- TURNING RADIUS:
	- SAE TURNING RADIUS: 325FT
	- CURB TO CURB DIAMETER: 74 FT
	- WALL TO WAII DIAMETER: 86 3FT

	5. DESIGNATED LOCATION FOR THE BULK ITEM PICK UP AND
	RECYCLING CONTAINERS.
	6. IN CASE OF PROPOSING ADDITION OF ANY NEW CAN(S) IN
	THE CITY'S RIGHT OF WAY, THE LOCATION AND QUANTITY OF
	THE CAN(S) SHALL BE REVIEWED AND APPROVED BY THE PUBLIC
	WORKS DEPARTMENT AND THE CAN(S) SHALL BE TYPE, SIZE,
	AND COLOR APPROVED BY PUBLIC WORKS DEPARTMENT. THE
	BUILDING MAINTENANCE IS RESPONSIBLE TO MAINTAIN AND
	SERVICE THE CAN(S).
	7. ALL THE PARKING STALL PAINTING SHALL COMPLY WITH
	THE CITY MUNICIPAL CODE SECTION 94-485 AND FLORIDA
	STATUTES 553.5041
	8. ALL STRIPING AND SIGNAGE SHALL COMPLY WITH THE
	LATEST REVISION OF CITY OF WEST PALM BEACH STANDARD
	DETAILS AND MEET THE MUTCD LATEST EDITION
	9. ALL PAVEMENT MARKING, SIGNAGE, AND SIDEWALK DAMAGED
	DURING CONSTRUCTION SHALL BE RESTORED.

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

Review Stop	PW			PUBLIC WORKS
Rev No	1	Status	F	Date	10-06-2022		Cont ID
Sent By				Date	10-06-2022	Time	Rev Time
Received By				Date	10-06-2022	Time	Sent To

Notes

2022-10-06 08:26:23	PLEASE PROVIDE THE FOLLOWINGS:
	1- LOS (LEVEL OF SERVICE ANALYSIS) TO REFLECT THE SOLID
	WASTE VOLUME PRODUCED ALONG WITH THE SIZE, TYPE AND
	QUANTITY OF THE CONTAINER (I.E. DUMPSTER/COMPACTOR)
	THAT WILL BE UTILIZED FOR THE SANITATION SERVICE.
	2- DETAILS FOR SANITATION SERVICE (I.E. SOLID WASTE
	CONTAINER(S) TYPE, COLLECTION LOCATION, ETC.). FOR A
	FREESTANDING SITE DUMPSTER ENCLOSURE, THE ENCLOSURE
	SHALL COMPLY WITH THE LATEST REVISION OF CITY OF WEST
	PALM BEACH GENERAL CONSTRUCTION-GARBAGE ENCLOSURE
	STANDARD, GC-7. (LINK TO THE LATEST REVISION OF THE
	GC-7 DOCUMENT: HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDO
	CUMENT/3690/637629060422100000)
	3- AUTOTURN EXHIBIT WITH DYNAMIC ENVELOPE AND THE
	VEHICLE???S WHEEL PATH IDENTIFIED WITH DIFFERENT COLORS
	FOR THE SANITATION SERVICE, FRONT LOADER TRUCK WITH THE
	FOLLOWING SPECS:
	- DUAL AXLES
	- TRUCK LENGTH: 35 FT
	- TRUCK WIDTH: 11 FT
	- TURNING RADIUS:
	- SAE TURNING RADIUS: 32.5 FT
	- CURB-TO-CURB DIAMETER: 74 FT
	- WALL-TO-WALL DIAMETER: 86.3 FT
	4- DESIGNATED LOCATION FOR THE BULK ITEM PICK UP AND
	RECYCLING CONTAINERS
	5- 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	08:05	Rev Time	0.00
Received By	tward			Date	07-13-2023	Time	08:11	Sent To

Notes

2023-07-13 08:06:38	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. PROVIDE CROSS SECTIONS FROM THE CENTERLINE OF THE
	RIGHT OF WAY AND FROM PROPERTY LINES TO THE FACE OF THE
	BUILDING AT EACH PROPERTY LINE. SHOW GRADE BREAKS, FLOW
	ARROWS, ETC. LABEL AND DIMENSION SURFACE FEATURES (CURB
	AND GUTTER, SIDEWALK, BUILDING, LANDSCAPE STRIPS,
	ETC.). PROVIDE DIMENSIONS FROM PROPERTY LINE TO EDGE OF
	PAVEMENT, BACK OF CURB, BACK OF SIDEWALK, FACE OF
	BUILDING.

	2. PROVIDE CROSS SECTION AT EACH DRIVEWAY. SHOW GRADE
	BREAKS, FLOW ARROWS, ETC. LABEL AND DIMENSION SURFACE
	FEATURES (CURB AND GUTTER, SIDEWALK, BUILDING,
	LANDSCAPE STRIPS, ETC.). PROVIDE DIMENSIONS FROM R/W TO
	EDGE OF PAVEMENT, BACK OF GUTTER, BACK OF SIDEWALK,
	FACE OF BUILDING. LABEL THE RIGHT OF WAY.

	3. PROVIDE A CROSS SECTION FOR THE DRIVEWAY AISLE
	BETWEEN THE BUILDINGS. LABEL TYPICAL CROSS SLOPES. WAS
	AN INVERTED CROWN CROSS SECTION CONSIDERED TO MOVE THE
	DRAINAGE STRUCTURES FURTHER AWAY FROM THE GARAGE
	ENTRANCES AND TO REDUCE THE NUMBER OF DRAINAGE
	STRUCTURES?

	4. THERE APPEARS TO BE AN EAST WEST SLOPE ALONG THE
	DRIVE AISLE (BETWEEN THE BUILDINGS) IN EXCESS OF 2
	PERCENT. THE CROSS SLOPE OF ANY PEDESTRIAN PATHS IN THE
	NORTH SOUTH DIRECTION WITHIN THIS AREA WILL NEED TO BE
	CHECKED TO SEE THAT IT DOES NOT EXCEED 2%.

	5. CREATE SWALES ALONG THE BACK OF SIDEWALK TO PREVENT
	DIRECT RUNOFF ONTO THE SIDEWALK.

	6. CREATE SWALES ALONG THE PROPERTY LINES TO PREVENT
	RUNOFF FROM FLOWING ONTO ADJACENT PROPERTIES.

	7. LABEL EXISTING UTILITIES (SIZE, MATERIAL) WITH THE
	RIGHT OF WAY.

	8. THE HEALTH DEPARTMENT DOES NOT ALLOW CONFLICT
	STRUCTURES BETWEEN WATER MAINS AND DRAINAGE STRUCTURES.
	ADJUST THE ALIGNMENT OF THE PROPOSED FIRE LINE TO AVOID
	DRAINAGE STRUCTURE S-107.

	9. CONSIDER THE USE OF PERVIOUS PAVERS TO REDUCE THE
	AMOUNT OF STORMWATER RUNOFF.

	10. SHOW THE UTILITIES ON THE LANDSCAPE PLANS.
	COORDINATE PLACEMENT OF TREES TO AVOID UTILITIES.

	11. SHOW MILL AND RESURFACING LIMITS WITHIN THE RIGHT
	OF WAY FOR THE PAVEMENT TRENCH CUTS.

	12. THE CURBING AROUND THE BULBOUTS ON EITHER END OF
	THE ON-STREET PARKING APPEAR TO BE FURTHER THAN THE
	EXISTING TYPE F CURB AND GUTTER.

	13. SHOW THE EXISTING CURB AND GUTTER AT THE WEST AND
	EAST END OF THE DEVELOPMENT AND HOW THE PROPOSED CURB
	AND GUTTER WILL TIE IN.

	14. PROVIDE DROP CURB AT THE NORTH SIDE OF THE ON
	STREET PARKING SPACES OR TYPE F CURB AND GUTTER AT THE
	BACK OF THE ON STREET PARKING SPACES. DESIGN THE SLOPE
	OF THE GUTTER TO FLOW TO EXISTING DRAINAGE STRUCTURES.

	15. DRIVEWAY APRONS TO BE CONCRETE WITHIN THE RIGHT OF
	WAY.

	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. THE TRENCH DRAINS ALL
	APPEAR TO BE INTERCONNECTED SO THE DRAINAGE STRUCTURE
	WITH THE LOWEST RIM ELEVATION WILL DRIVE THE VALUE OF
	H2 IN THE EXFILTRATION TRENCH EQUATION.

	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	STORM			STORMWATER
Rev No	1	Status	F	Date	10-13-2022			Cont ID
Sent By	tward			Date	10-13-2022	Time	00:01	Rev Time	0.00
Received By	tward			Date	10-13-2022	Time	00:02	Sent To

Notes

2022-10-13 00:01:50	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. INCORPORATE THE IMPROVEMENTS MADE TO NOTTINGHAM
	BLVD. THE R/W MAY NEED TO BE RE-SURVEYED TO SHOW THE
	TYPE F CURB AND GUTTER AND NARROWED ASPHALT PAVEMENT.
	UTILITY AS-BUILT DRAWINGS MAY BE AVAILABLE TO DETERMINE
	IF THE PROPOSED SEWER MAIN CAN CROSS THE NEW WATER
	MAIN.

	2. PROVIDE CROSS SECTIONS FOR EACH OF THE DRIVEWAYS.
	EXTEND FROM THE CENTERLINE OF NOTTINGHAM TO 5 FEET PAST
	THE HIGH POINT OF THE DRIVEWAY. LABEL THE R/W NAME, R/W
	LINE, DISTANCES FROM THE R/W TO BACK OF CURB, TO FRONT
	AND BACK OF SIDEWALK, TO CENTERLINE, TO HIGH POINT OF
	DRIVEWAY, ETC. SHOW GENERAL SURFACE SLOPES.

	3, PROVIDE CROSS SECTIONS AT EACH OF THE OTHER THREE
	PROPERTY LINES. DEMONSTRATE THAT THE SURFACE RUNOFF
	WILL NOT FLOW ONTO THE ADJACENT PROPERTY.

	4. WHAT IS THE PURPOSE OF THE TRENCH DRAINS? THEY
	APPEAR TO BE LOCATED AT THE HIGH POINT OF THE
	DRIVEWAYS.

	5. IF TOWNHOUSE UNITS ARE INDIVIDUALLY OWNED
	PROPERTIES, THERE WILL NEED TO BE A HOMEOWNERS
	ASSOCIATION FORMED TO BE RESPONSIBLE FOR MAINTAINING
	THE STORMWATER MANAGEMENT SYSTEM. DRAINAGE EASEMENTS OF
	SUFFICIENT WIDTH WILL BE NEEDED OVER THE DRAINAGE
	SYSTEM TO ALLOW THE EXFILTRATION TRENCHES TO BE
	REPLACED IN THE FUTURE WHEN THEY NO LONGER ARE
	FUNCTIONING AS DESIGNED.

	6. LABEL ALL UTILITIES (SIZE, MATERIAL).

	THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
	ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
	BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.

	1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
	CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH
	THE ENGINEERING PERMIT SUBMITTAL.

	2. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF
	CONSTRUCTION.

	3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE
	ENGINEERING PERMIT SUBMITTAL.


	TRACY WARD, PE
	SENIOR STORMWATER ENGINEER
	ENGINEERING SERVICES DEPARTMENT
	561-494-1120 (O)
	[email protected]

Review Stop	SURVEY			SURVEYING
Rev No	2	Status	F	Date	07-11-2023			Cont ID
Sent By	vnoel			Date	07-11-2023	Time	07:00	Rev Time	0.00
Received By	vnoel			Date		Time		Sent To

Notes

2023-07-11 07:02:53	1. NOT ALL CORNERS ARE IDENTIFIED AS FOUND OR SET.
	2. PROVIDE PARENT BENCHMARK DESCRIPTION.
	3. ADD CONVERSION TO NGVD-29.
	4. ON-SITE WATER AND SEWER TO BE PRIVATE.
	5. RE-PLAT WILL BE REQUIRED.

Review Stop	SURVEY			SURVEYING
Rev No	1	Status	F	Date	10-11-2022			Cont ID
Sent By	vnoel			Date	10-11-2022	Time	12:48	Rev Time
Received By	vnoel			Date		Time		Sent To

Notes

2022-10-11 12:59:32	1. NOT ALL CORNERS SHOWN AS FOUND OR SET.
	2. LABEL ADJOINING LOTS/PROPERTY ON ALL SIDES.
	3. ARE TOWNHOMES TO BE FEE SIMPLE? IF SO, ADDITIONAL
	REVIEW WILL BE NEEDED AFTER LOT LINES, ROADWAY
	FRONTAGE, ETC. ARE DELINEATED.
	4. REPLAT WILL BE REQUIRED.
	5. ON-SITE WATER AND SEWER WILL BE PRIVATE.

Review Stop	TRAFFIC			TRAFFIC ENGINEERING
Rev No	2	Status	F	Date	07-17-2023		Cont ID
Sent By				Date	07-17-2023	Time	Rev Time	0.00
Received By				Date	07-17-2023	Time	Sent To

Notes

2023-07-17 19:42:36	1) PROVIDE A TRANSPORTATION SPECIFIC SITE PLAN (E.G.
	HORIZONTAL CONTROL/SIGNAGE & PAVEMENT MARKINGS) FOR THE
	GROUND FLOOR. PLEASE SHOWCASE ALL 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
	2) IN THE TRANSPORTATION SPECIFIC 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 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
	4) INSTALL STOP SIGNS AND CORRESPONDING PAVEMENT
	MARKINGS AT EACH DRIVEWAY EXIT LANE
	5) 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	10-13-2022		Cont ID
Sent By				Date	10-13-2022	Time	Rev Time
Received By				Date	10-13-2022	Time	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	07-11-2023			Cont ID
Sent By	avolcy			Date	07-11-2023	Time	16:26	Rev Time	0.00
Received By	avolcy			Date	07-11-2023	Time	17:26	Sent To

Notes

2023-07-12 17:50:38	ZONING PLAN REVIEW
	________________________________________

	DATE OF REVIEW: 07.11.2023
	PROJECT NUMBER Z22090019
	________________________________________

	REVIEW STATUS: FAILED
	________________________________________

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

	1. PROVIDE THE TOTAL LOT WIDTH AND DEPTH ON SITE DATA
	TABLE.

	2. PROVIDE BICYCLE PARKING SPACES PER THE CITYS ZLDR
	SECTION 94-485(Q).

	2.1 UPDATE SITE DATA TABLE TO INCLUDE THE REQUIRED AND
	PROVIDED BICYCLE PARKING SPACES.

	2.2 BICYLE PARKING DETAILS SHALL BE PROVIDED. INCLUDE
	ELEVATIONS AND STANDARDS.

	3. PER FIGURE XV-2 OF THE CITYS ZLDRS, GENERAL PARKING
	DIMENSIONS FOR STANDARD PARKING STALLS ARE 8FT6 X 22FT.
	OFF-STREET PARKING IS SHOWN ON PLANS MEASURING 8FT X
	20FT. UPDATE ALL PLANS TO REFLECT THE CORRECT
	DIMENSIONS.

	4. DEMONSTRATE LOCATION OF PUBLIC ART ON SITE PLAN AND
	LANDSCAPE PLANS.

	5. THE NUMBER OF ACCESS POINTS TO STREETS IS LIMITED TO
	ONE PER SECTION 94-312(A), FOR RESIDENTIAL DEVELOPMENTS
	OF 3 TO 75 UNITS.

	6. SUBMIT A SUBDIVISION (MAJOR - PLAT/REPLAT)
	APPLICATION.

	7. UPDATE TITLE BLOCK TO REMOVE "TOWNHOUSES" AND
	INCLUDE "APARTMENTS."

	________________________________________

	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	10-06-2022			Cont ID
Sent By	kdefranc			Date	10-06-2022	Time	10:28	Rev Time	0.00
Received By	kdefranc			Date	10-06-2022	Time	10:27	Sent To

Notes

2022-10-06 10:28:24	10/6/22 - FAILED


	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.
	E. PLEASE NOTE THAT YOU ARE PERMITTED ONE (1)
	RESUBMITTAL AT NO ADDITIONAL COST. A RESUBMITTAL FEE OF
	20% OF THE ORIGINAL APPLICATION FEE WILL BE ASSESSED
	AFTER THE FIRST RESUBMITTAL.

	REQUIRED MATERIALS MUST BE PROVIDED:
	F. PLEASE PROVIDE LETTERS FROM PUBLIC UTILITIES (AT&T
	TELECOMMUNICATION, FLORIDA PUBLIC UTILITIES, FLORIDA
	POWER & LIGHT COMPANY, COMCAST CABLE COMMUNICATIONS,
	CITY OF WEST PALM BEACH UTILITIES) CONFIRMING THAT THE
	PROPOSED PROJECT DOES NOT ENCROACH INTO THEIR EASEMENTS
	OR OTHERWISE INTERFERE WITH THE PROVISIONS OF THEIR
	SERVICES.
	G. PLEASE PROVIDE A TRAFFIC CONCURRENCY/PERFORMANCE
	STANDARD REVIEW (TPS) LETTER FROM THE PALM BEACH COUNTY
	TRAFFIC DIVISION FOR THE SUBJECT PROJECT.
	H. PLEASE SUBMIT A SUBDIVISION (MAJOR - PLAT/REPLAT)
	APPLICATION.
	I. PLEASE PROVIDE REVISED PLANS ADDRESSING THE REVIEW
	COMMENTS BELOW.
	J. PLEASE PROVIDE/INDICATE/DEMONSTRATE CONSISTENT
	INFORMATION ON ALL THE DIFFERENT PLANS AND REQUIRED
	MATERIALS WITHIN THE APPLICATION PACKET RESUBMITTAL.

	PLANS REVIEW COMMENTS MUST BE ADDRESSED:
	1. PLEASE CLARIFY AND CONFIRM IF THE PROPOSED UNITS ARE
	FEE SIMPLE INDIVIDUALLY OWNED OR NOT ON THE REVISED
	PLANS AND MATERIALS, ACCORDINGLY.
	2. IN ACCORDANCE WITH THE CITY???S ZONING AND LAND
	DEVELOPMENT REGULATIONS (ZLDR) SUBSECTION 94-309(G)(3),
	PLEASE IDENTIFY/INDICATE THE PERCENTAGE OF THE PROPOSED
	LOTS AREAS THAT WILL BE CONVEYED TO THE OWNER IN FEE
	SIMPLE TITLE IN THE ???SITE DATA??? SECTION ON SP-1
	SHEET 1 OF 2.
	3. IN ACCORDANCE WITH THE ZLDR SUBSECTION 94-309(G)(3),
	PLEASE IDENTIFY/INDICATE THE PERCENTAGE OF THE PROPOSED
	GROUND FLOOR BUILDING AREAS THAT WILL BE CONVEYED TO
	THE OWNER IN FEE SIMPLE TITLE IN THE ???SITE DATA???
	SECTION ON SP-1 SHEET 1 OF 2.
	4. PLEASE IDENTIFY/INDICATE/DEMONSTRATE/DELINEATE THE
	PROPOSED LOT LINES, LOT WIDTH DIMENSIONS, AND LOT DEPTH
	DIMENSIONS FOR THE INDIVIDUAL UNITS ON THE PLANS,
	ACCORDINGLY. THEREFORE, IDENTIFY/INDICATE/DEMONSTRATE
	THE PROPOSED UNITS??? SETBACK DIMENSIONS FROM THE
	PROPOSED LOT LINES IN THE PLANS, ACCORDINGLY.
	5. IN ACCORDANCE WITH THE ZLDR SUBSECTION 94-309(C),
	PLEASE REVISE THE PLANS TO
	IDENTIFY/INDICATE/DEMONSTRATE ALL PROPOSED LOTS
	ACCESSIBLE VIA PUBLIC RIGHTS-OF-WAY, PUBLIC STREETS,
	PRIVATE STREETS, OR EASEMENTS APPROVED BY THE CITY.
	6. PLEASE COORDINATE WITH THE CITY???S ENGINEERING
	SERVICES DEPARTMENT AND REFER TO THE ZLDR SECTION
	94-342 FOR THE GENERAL DESIGN STANDARDS FOR STREETS,
	EASEMENTS, ETC.
	7. PLEASE IDENTIFY/INDICATE THE PROPOSED MAXIMUM NUMBER
	OF STORIES IN THE ???SITE DATA??? SECTION ON SP-1 SHEET
	1 OF 2.
	8. PLEASE CORRECT THE ???SITE DATA??? SECTION ON SP-1
	SHEET 1 OF 2 BY INDICATING THE MAXIMUM ALLOWED DENSITY
	AS 20.26 DWELLING UNITS PER ACRE.
	9. PLEASE CORRECT THE ???SITE DATA??? SECTION ON SP-1
	SHEET 1 OF 2 BY INDICATING MF20 - TOWNHOUSES PER ZLDR
	SUBSECTION 94-309(G) INSTEAD OF ???NC??? NEXT TO
	???DEVELOPMENT STANDARDS???.
	10. PLEASE CORRECT THE ???SITE DATA??? SECTION ON SP-1
	SHEET 1 OF 2 BY INDICATING THE MINIMUM REQUIRED
	BUILDING SEPARATION DISTANCE AS 20 FEET.
	11. PLEASE CORRECT THE ???SITE DATA??? SECTION ON SP-1
	SHEET 1 OF 2 BY INDICATING CONSISTENT INFORMATION
	REGARDING THE PROPOSED BUILDING SEPARATION DISTANCES.
	12. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE PROPOSED
	STRUCTURAL INTRUSION SETBACK DIMENSIONS ON SP-1 SHEET 1
	OF 2 TO DEMONSTRATE COMPLIANCE WITH THE ZLDR SUBSECTION
	94-305(B)(2).
	13. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE PROPOSED
	MECHANICAL EQUIPMENT SETBACK DIMENSIONS ON SP-1 SHEET 1
	OF 2 TO DEMONSTRATE COMPLIANCE WITH THE ZLDR SUBSECTION
	94-305(B)(4).
	14. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE DRIVEWAYS
	AND CURB CUTS ADJACENT TO AND ACROSS FROM THE SUBJECT
	PROPERTY ON THE PLANS, ACCORDINGLY.
	15. THE PROPOSED DRIVEWAYS FOR THE INDIVIDUAL UNITS ARE
	NOT MEETING THE MINIMUM DEPTH REQUIREMENT PER THE ZLDR
	SECTION 94-485. THEREFORE, PLEASE REVISE THE PLANS,
	ACCORDINGLY.
	16. IN ACCORDANCE WITH THE PROPOSED NUMBER OF BEDROOMS
	PER UNIT IDENTIFIED/INDICATED/DEMONSTRATED ON SHEET #
	A-301 AND THE ZLDR SECTION 94-486, PLEASE CONFIRM THE
	PROPOSED NUMBER OF BEDROOMS PER UNIT AND REVISE THE
	PARKING CALCULATIONS (IN THE ???SITE DATA??? SECTION ON
	SP-1 SHEET 1 OF 2) AND THE PLANS, ACCORDINGLY.
	17. IN ACCORDANCE WITH THE ZLDR SECTION 94-486, PLEASE
	IDENTIFY/INDICATE/DEMONSTRATE THE REQUIRED AND PROPOSED
	NUMBER OF GUEST PARKING SPACES IN THE PARKING
	CALCULATIONS (IN THE ???SITE DATA??? SECTION ON SP-1
	SHEET 1 OF 2) AND THE PLANS, ACCORDINGLY.
	18. PLEASE COORDINATE WITH THE CITY???S ENGINEERING
	SERVICES, PUBLIC WORKS, AND PARKING ADMINISTRATION
	DEPARTMENTS FOR THE PROPOSED ON-STREET PARKING,
	CONSIDERING THE FACT THAT NOTTINGHAM BOULEVARD IS
	CURRENTLY BEING IMPROVED.
	19. IN ACCORDANCE WITH THE ZLDR SUBSECTION 94-485(Q),
	PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE REQUIRED AND
	PROPOSED NUMBER OF BICYCLE PARKING SPACES IN THE
	PARKING CALCULATIONS (IN THE ???SITE DATA??? SECTION ON
	SP-1 SHEET 1 OF 2) AND THE PLANS, ACCORDINGLY.
	20. PLEASE PROVIDE THE STANDARD CITY DETAILS FOR
	BICYCLE PARKING ON SP-2 SHEET 2 OF 2.
	21. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE MISSING
	???2???X2??? CONCRETE STEPPING STONE PAVERS??? ON
	SHEETS C2.1 AND C2.2 OF 8 AS IDENTIFIED ON SP-1 SHEET 1
	OF 2.
	22. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE PROPERTY
	LINES AND THE PROPOSED ILLUMINATION INTENSITY TO THE
	PROPERTY LINES ON SHEET L0 TO DEMONSTRATE COMPLIANCE
	WITH THE ZLDR SUBSECTION 94-309(A).


	KEVIE DEFRANC
	PLANNER - PLANNING DIVISION
	[email protected]
	561-822-1449