City of West Palm Beach eGovPlus

Plan Review Details - Project Z20010022

Plan Review Stops For Project Z20010022

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	P	Date	02-12-2020			Cont ID
Sent By	rbrown			Date	02-12-2020	Time	20:45	Rev Time	0.00
Received By	rbrown			Date	02-12-2020	Time	20:45	Sent To

Notes

2020-02-12 20:55:52	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. FLOOD ZONE. ACCORDING TO THE ADOPTED FLOOD INSURANCE
	RATE MAPS (FIRMS), THE PROPOSED BUILDINGS ON LOTS 1, 2,
	6 AND 7 WILL BE IN FLOOD ZONE AE, WITH A BASE FLOOD
	ELEVATION OF 6 FT NAVD. THE FIRST FLOOR OF THE
	BUILDINGS AND ALL ASSOCIATED MECHANICAL EQUIPMENT
	(CHILLERS, GENERATORS ETC.) SHALL BE 24 INCHES
	(FREEBOARD) ABOVE THE BASE FLOOD ELEVATION.

	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. 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.

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

	7. 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.

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

	9. ART IN PUBLIC PLACES. IF THE HOMES ARE BUILT AS PART
	OF THE SAME PROJECT THAT PROJECT WILL BE SUBJECT TO ART
	IN PUBLIC PLACES (AIPP) ASSESSMENT. FOR ADVICE ON THE
	PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP
	ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC
	PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
	[email protected]

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

Review Stop	ENG - PPRC			ENGINEERING - PPRC
Rev No	1	Status	F	Date	02-12-2020		Cont ID
Sent By	rrossano			Date	02-12-2020	Time	Rev Time	0.00
Received By	rrossano			Date	02-12-2020	Time	Sent To

Notes

2020-02-12 10:10:52	1. 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: HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=
	~\WPB_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION
	-FULL-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC0
	2A97B1960045731D3658206F27451722716EF
	THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
	FOUND HERE: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBL
	IC-WORKS/FORMS,-PERMITS-APPLICATIONS
	2. 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. 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.
	3. 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:
	HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
	CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
	4. 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 561-494-1040 FOR FURTHER
	ASSISTANCE.
	5. PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS
	OF ALL WATER, STORMWATER, AND SANITARY AND SEWER LINES,
	INCLUDING STUBS TO EACH PROPERTY LINE FOR WATER AND
	SANITARY SEWERS, THE MAKE AND MODEL OF ALL VALVES,
	METERS, AND OTHERS 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. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
	PROFILE VIEW. DIRECTION OF FLOW SHALL BE SHOWN ON PLAN
	VIEW ON PLAN VIEW FOR ALL SANITARY AND STORM SEWERS.
	PLEASE SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
	MATERIAL. ADDITIONALLY, PLAN VIEW SHALL SHOW ALL
	EXISTING AND PROPOSED UNDERGROUND UTILITY LAYOUT,
	INCLUDING FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
	TELECOMMUNICATION FACILITIES LOCATED ON THE
	RIGHT-OF-WAY. PROVIDE PROFILE AND CLEARANCES AT ALL
	UTILITY CROSSINGS.
	6. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY
	ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
	RIGHT OF WAY.
	7. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
	DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
	DEVELOPMENT APPLICATION).
	8. 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.
	9. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
	(NAVD 88 AND NGVD 29).
	10. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG
	PROJECT FRONTAGE ON ESSEX CT. (LOTS 1 AND 5).
	11. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
	IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
	AREAS.
	12. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
	PROPOSED SANITARY LATERALS.
	13. PLEASE LABEL WATER LINES AS PRIVATE WHERE
	APPLICABLE.
	14. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE
	SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING
	PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT
	HIM AT 561-494-2262 OR [email protected]
	15. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS
	FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS.
	16. PROVIDE UTILITY EASEMENTS FOR ALL PROPOSED
	UTILITIES.
	17. PLEASE LABEL ALL METERS, CLEANOUTS, ETC. AS EXIST.
	OR PROPOSED.

	THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
	CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
	PLEASE CONTACT 561-494-2262 OR [email protected]:

	-NEED DEMAND CHART ADDED TO UTILITY PLAN.
	-?DUAL? WATER SERVICES CANNOT BE USED. EACH WATER
	SERVICE MUST HAVE ITS OWN TAP AND WATER SERVICE LINE.
	-LATERALS AND CLEANOUTS LOOK TO CLOSE TO METERBOXES ->
	SHOULD BE 10? AWAY.
	-NO BACKFLOW ASSEMBLIES ARE SHOWN AND LABELED. WAS NOT
	SURE IF THEY WERE FORGOTTEN OR IF PLAN DESIGNER
	BELIEVED THEY WERE NOT REQUIRED. DETERMINATION CAN BE
	MADE BY PUBLIC UTILITIES (FIELD CUSTOMER SERVICE) IF
	PROVIDED DETAILED INFORMATION ON PROPERTIES BEING
	BUILT.
	-METER BOXES NOT LABELED WITH SIZE AND ASSOCIATED WATER
	SERVICE STANDARD DETAIL #.
	-CONFLICT CROSSINGS OF SEWER AND WATER MAINS NOT
	LABELED WITH RESOLUTION.
	-NEED PIPE MATERIAL ADDED TO LABEL OF EXISTING AND
	PROPOSED WATER MAINS.
	-IF E-W STREET/ROAD IS NOT CITY ROW, THEN THE ENTIRE
	WATER MAIN NEEDS TO BE IN A CREATED UTILITY EASEMENT.

	FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
	CONCERNS, THANKS.
	RICK ROSSANO, PROJECT COORDINATOR - ENGINEERING
	SERVICES DEPARTMENT
	DIRECT: (561) 494-1098 [email protected]

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	02-07-2020			Cont ID
Sent By	pleduc			Date	02-07-2020	Time		Rev Time	0.00
Received By	pleduc			Date	02-07-2020	Time	11:50	Sent To

Notes

2020-02-07 12:39:19	THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
	FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
	BEACH FIRE RESCUE.

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

	THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
	PROPOSED PROJECT; HOWEVER, THE FOLLOWING COMMENTS NEED
	TO BE ADDRESSED:


	1. THERE IS NO LENGTH DIMENSION PROVIDED AT THE
	HAMMERHEAD TURNAROUND.

	THE MINIMUM LENGTH DIMENSION STANDARD IS 120'.


	2. THE BUREAU'S REVIEW OF THIS SUBMITTED PROJECT DOES
	NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.


	3. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING PLANS
	AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH THE
	REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.


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

Review Stop	L			LANDSCAPING
Rev No	1	Status	P	Date	02-07-2020			Cont ID
Sent By	rcaranci			Date	02-07-2020	Time	14:34	Rev Time	0.00
Received By	rcaranci			Date	02-07-2020	Time	14:34	Sent To

Notes

2020-02-07 14:35:21	PROPOSED SUBDIVISION WILL NOT CREATE ANY LANDSCAPE
	NONCONFORMITIES. ALL LOTS WILL HAVE TO COMPLY WITH
	MINIMUM LANDSCAPE REQUIREMENTS AT TIME OF PERMITS FOR
	CONSTRUCTION, AND TREE PROTECTION OR PERMITTING FOR
	REMOVAL OR RELOCATION.

Review Stop	PW			PUBLIC WORKS
Rev No	1	Status	P	Date	02-11-2020		Cont ID
Sent By				Date	02-11-2020	Time	Rev Time	0.00
Received By				Date	02-11-2020	Time	Sent To

Notes

2020-02-11 12:07:50	PUBLIC WORKS HAS NO OBJECTION OR COMMENTS FOR THE
	PROPOSED SUBDIVISION. FUTURE DEVELOPMENT PLAN MUST BE
	SUBMITED FOR REVIEW AND APPROVAL.

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

Review Stop	STORM			STORMWATER
Rev No	1	Status	F	Date	02-10-2020			Cont ID
Sent By	tward			Date	02-10-2020	Time	17:31	Rev Time	0.00
Received By	tward			Date	02-10-2020	Time	17:33	Sent To

Notes

2020-02-10 17:33:28	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 ENGINEERING DEVELOPMENT
	APPROVAL APPLICATION FORMS CAN BE OBTAINED FROM THE
	ENGINEERING SERVICES DEPARTMENT.

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

	1. DRAINAGE SYSTEM TO BE DESIGNED TO BE MEET SFWMD ERP
	CRITERIA FOR WATER QUALITY AND PEAK FLOW ATTENUATION.

	2. DRAINAGE FLOW SHOULD MATCH EXISTING, FLOW TOWARD S.
	FLAGLER DRIVE. DRAINAGE SYSTEM SHOULD BE PIPED ALONG S.
	FLAGLER DRIVE TO THE OUTFALL TO THE SOUTH.

	3. PART OF SITE FALLS WITHIN A SPECIAL FLOOD HAZARD
	AREA (SFHA). A MINIMUM OF 2 FEET OF FREEBOARD ABOVE THE
	BASE FLOOD ELEVATION IS REQUIRED FOR STRUCTURES ON
	PARCELS WITHIN A SFHA.

	4. INDIVIDUAL LOTS SHALL NOT SURFACE DRAIN ONTO TO
	ADJOINING LOTS OR PROPERTIES.

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

	1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION MAY
	BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
	THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
	CAN BE OBTAINED FROM THE ENGINEERING SERVICES
	DEPARTMENT.

	2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
	WITH THE ENGINEERING PERMIT APPLICATION.

	3. PROVIDE A COPY OF THE SFWMD ERP PERMIT PRIOR TO
	STARTING CONSTRUCTION.

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

Review Stop	SURVEY			SURVEYING
Rev No	1	Status	F	Date	02-10-2020			Cont ID
Sent By	vnoel			Date	02-10-2020	Time	07:47	Rev Time	0.00
Received By	vnoel			Date		Time		Sent To

Notes

2020-02-10 10:08:03	1. NO SUBDIVISION PLAT PROVIDED. HOA WILL NEED TO BE
	CREATED.
	2. THERE IS CONCERN OF DRAINAGE INTO THE SURROUNDING
	NEIGHBORHOODS AS PROPERTY IS BEING FILLED 6' +/-.
	3. SWALES ARE NOT USUALLY PERMITTED IN A UTILITY
	EASEMENT. DRAINAGE EASEMENT WILL BE REQUIRED.

Review Stop	TRAFFIC			TRAFFIC ENGINEERING
Rev No	1	Status	P	Date			Cont ID
Sent By				Date	02-12-2020	Time	Rev Time	0.00
Received By				Date		Time	Sent To

Notes

2020-02-12 09:38:07	PASSED.

	SHING TSOI
	CITY IN-HOUSE TRAFFIC CONSULTANT
	561-494-1141
	[email protected]
	(IN-HOUSE ON TUESDAYS AND WEDNESDAYS)

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	02-13-2020			Cont ID
Sent By	eschneid			Date	02-13-2020	Time	08:46	Rev Time	2.00
Received By	eschneid			Date	02-13-2020	Time	08:46	Sent To

Notes

2020-02-13 08:46:59	CASE NO. PB 1847
	ESSEX COURT MAJOR SUBDIVISION
	5200 & 5300 ESSEX COURT

	- CONTACT ERIC SCHNEIDER @ (561) 822-1446

	- PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
	WRITTEN FORMAT.

	- WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF ELEVEN
	(11) 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.

	- THE PPRC COMMENTS SHALL BE SUFFICIENTLY ADDRESSED AND
	SUBMITTED TO THE PLANNING DIVISION BY 5 PM ON FRIDAY,
	FEBRUARY 28, 2020, TO BE ELIGIBLE TO BE SCHEDULED FOR
	THE APRIL 21, 2020 PLANNING BOARD 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 APRIL 13, 2020),
	THE CASE SHALL BE 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 ($600).

	- 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) COPIES OF THE PROPOSED PLAT WERE NOT SUBMITTED WITH
	THE APPLICATION.

	2) THE PUBLIC UTILITY (FPL, FPU, AT&T AND COMCAST) AND
	CITY UTILITY SERVICE AVAILABILITY/NO OBJECTION LETTERS
	WERE NOT PROVIDED WITH THE APPLICATION.

	3) SECTION 94-44(E)(2)B OF THE ZONING AND LAND
	DEVELOPMENT REGULATIONS (ZLDR) REQUIRES THAT CONCRETE
	SIDEWALKS SHALL BE CONSTRUCTED ALONG BOTH SIDES OF ALL
	STREETS; EXCEPT, THAT IT SHALL BE WITHIN THE DISCRETION
	OF THE CITY COMMISSION, UPON SUFFICIENT CAUSE BEING
	SHOWN, TO WAIVE THE REQUIREMENT OF SIDEWALKS ON ONE
	SIDE OF THE STREET IN RESIDENTIAL AREAS. NO SIDEWALKS
	WERE PROVIDED ON THE PROPOSED PLANS.

	4) SECTION 94-44(E)(2)F OF THE ZLDR REQUIRES THAT
	STREET LIGHTS SHALL BE SO LOCATED AS TO ILLUMINATE THE
	AREA ADEQUATELY DURING HOURS OF DARKNESS. NO STREET
	LIGHTS WERE PROVIDED ON THE PROPOSED PLANS.

	5) SECTION 94-72(A)(1)D OF THE ZLDR REQUIRES THAT THE
	FLAGLER DRIVE FRONTAGE OF LOTS 4 AND 5 IS CONSIDERED
	THE FRONT PROPERTY LINE. THIS REQUIRES A 25 FOOT FRONT
	SETBACK ALONG FLAGLER DRIVE FOR THESE TWO LOTS, NOT 15
	FEET AS SHOWN. PLEASE NOTE THAT THESE ARE DOUBLE
	FRONTAGE LOTS SO A 25 FOOT SETBACK IS ALSO REQUIRED
	FROM THE TERMINUS OF THE PROPOSED NEW RIGHT-OF-WAY.

	6) AS DESIGNED, LOTS 3, 6 AND 8 ARE CORNER LOTS AND
	REQUIRE 12.5 FOOT SETBACKS FROM THE CORNER SIDE
	PROPERTY LINES IN ACCORDANCE WITH SECTION 94-72(A)(2)B
	OF THE ZLDR..

	7) THE REAR SETBACKS FOR LOTS 1, 2, 3, 6, 7 AND 8 ARE
	ALL INCORRECTLY LISTED AS 15 FEET. THE REAR SETBACKS
	FOR THESE LOTS IS 10 PERCENT OF THE LOT DEPTH IN
	ACCORDANCE WITH SECTION 94-72(A)(2)C OF THE ZLDR.

	8) THE MINIMUM SIDE SETBACK FOR ALL OF THE LOTS IS 5
	FEET (TOTAL OF 15 FEET) IN ACCORDANCE WITH SECTION
	94-72(A)(2)D OF THE ZLDR.

	9) PLEASE DO NOT INCLUDE THE SETBACK LINES ON THE PLAT.
	ADDITIONALLY, BE AWARE THAT THE CITY DOES NOT ENFORCE
	PRIVATE DEED RESTRICTIONS.

	10) THE STRIP OF LAND ON THE EAST SIDE OF FLAGLER DRIVE
	IS SHOWN AS ONE 4,319 SQUARE FOOT PARCEL. DEFINE WHAT
	IS OCCURRING WITH THIS PARCEL.

	11) SECTION 94-312(4)B OF THE ZLDR REQUIRES THAT ALL
	LOTS IN A PROPOSED RESIDENTIAL SUBDIVISION HAVE
	FRONTAGE ON AND ACCESS FROM AN EXISTING STREET MEETING
	THE REQUIREMENTS OF CHAPTER 94 OF THE ZLDR AND SECTION
	94-342(A) OF THE ZLDR REQUIRES THAT THE WIDTH OF
	STREETS IN NEW SUBDIVISIONS SHALL BE NOT LESS THAN THE
	MINIMUM WIDTHS ESTABLISHED IN ARTICLE XI OF THE ZLDR.

	A. SECTION 94-342(B) OF THE ZLDR PROVIDES AS A MINIMUM
	REQUIREMENT FOR STREETS, AVENUES AND SIDEWALKS, THE
	PLAT SHALL DEDICATE A WIDTH OF AT LEAST 50 FEET, AT
	LEAST FIVE FEET THEREOF ON EACH SIDE FOR SIDEWALKS, AND
	AT LEAST 40 FEET INTERVENING BETWEEN SIDEWALKS;
	PROVIDED, THAT IN THE EVENT THAT THE CITY COMMISSION,
	UPON RECOMMENDATION BY THE CITY PLANNING BOARD, FINDS
	THAT TRAFFIC CONDITIONS AND TRANSPORTATION REQUIREMENTS
	SO DEMAND, A GREATER WIDTH MAY BE REQUIRED; AND EXCEPT
	THAT, DEAD-END STREETS NOT EXCEEDING 1,000 FEET IN
	LENGTH AND TERMINATION IN A TURNAROUND WITH A MINIMUM
	RADIUS OF 50 FEET MAY HAVE A MINIMUM WIDTH OF 40 FEET.
	THE PROPOSED SUBDIVISION PLAN DOES NOT COMPLY WITH
	THESE REQUIREMENTS.

	B. SECTION 94-342(D) OF THE ZLDR PERMITS DEAD END
	STREETS IF THE TRACT OF LAND IS OF SUCH SIZE OR
	LOCATION TO PREVENT A LOT ARRANGEMENT DIRECTLY RELATED
	TO NORMAL STREET DESIGN. THE DEAD END STREET SHALL
	TERMINATE IN AN OPEN SPACE HAVING A MINIMUM 50 FOOT
	RADIUS. THE T TURNAROUND THAT IS PROPOSED DOES NOT HAVE
	A 50 FOOT RADIUS AND THUS DOES NOT COMPLY WITH THE
	ZLDR.

	12) THE SOUTH DIMENSION LINE FOR PROPOSED LOT 5 IS
	INCORRECT.

	13) SECTION 94-342(G) OF THE ZLDR REQUIRES THAT THE
	CHARACTER OF DEVELOPMENT IS REVIEWED SO AS TO NOT
	DEPRECIATE THE CHARACTER OF ADJOINING PROPERTY. STAFF
	HAS PERFORMED A PARCEL ANALYSIS OF THE ESSEX LANE PLAT
	PARCELS AS WELL AS THE PARCELS TO THE IMMEDIATE NORTH
	OF THE SITE ALONG PLYMOUTH ROAD. THE PROPOSED LOTS,
	WHILE MEETING THE MINIMUM SIZE REQUIREMENTS OF THE SF7
	ARE NOT OF A SIZE THAT IS IN CHARACTER WITH THE
	ADJACENT PARCELS OR CONTAINED WITHIN THE EXISTING ESSEX
	LANE PLAT. EIGHT PROPOSED LOTS WILL BECOME EVEN SMALLER
	IN ORDER TO MEET THE MINIMUM RIGHT-OF-WAY STANDARDS
	LISTED IN THE PREVIOUS COMMENTS, AND THUS LESS IN
	CHARACTER.