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Plan Review Notes

Plan Review Notes For Project Z15110010
Project Number	Z15110010
Review Stop	ENG - PPRC
Sequence Number	1

Notes

Date	Text
2015-12-08 08:24:41	CITY OF WEST PALM BEACH
	PUBLIC WORKS DEPARTMENT

	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 DOWNLOADED AT
	HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/

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

	1. REGARDING THE SUBMITTED BOUNDARY AND TOPOGRAPHIC
	SURVEY:
	A. PLEASE SUBMIT A SURVEY WHICH HAS BEEN SIGNED/SEALED
	BY PROFESSIONAL SURVEYOR AND MAPPER.
	B. LEGAL DESCRIPTION IS NOT LEGIBLE. PLEASE RESUBMIT
	WITH A LEGIBLE LEGAL DESCRIPTION.
	C. PLEASE LIST THE OVERALL PARCEL ACREAGE.
	D. PLEASE CHECK THE SCALE OF THE SURVEY. SCALE BAR AND
	NOTE INDICATE 1?:40?. SHOWN DIMENSIONS ARE CLOSE TO
	1?=20?, BUT DO NOT SCALE TO THE EXACT DIMENSIONS.
	E. LOCATION MAP IS NOT LEGIBLE.
	F. LABEL PROPERTY CORNERS ON SURVEY.
	G. SHOW POC/POB ON SURVEY.
	H. PROVIDE PARENT BENCH MARK INFORMATION.
	I. NOTE 9 ON THE SURVEY REFERENCES THE CENTERLINE OF
	55TH STREET. 55TH STREET IS NOT SHOWN ON THE SURVEY.
	J. IT APPEARS THAT AN INCORRECT BEARING BASE IS LISTED
	IN NOTE 9.
	K. LABEL THE WALL AND FENCE ALONG THE WESTERN PROPERTY
	LINE.
	L. REMOVE MIAMI-DADE REFERENCE IN THE LEGEND.
	M. PROVIDE TWO ON-SITE BENCH MARKS.

	2. PLEASE REVISE THE DRIVEWAY APRONS TO MEET THE CITY?S
	ENGINEERING DESIGN STANDARDS. HTTP://WPB.ORG/ENGINEERIN
	G/ENGINEERING-SERVICES/ENGINEERING-STANDARDS/

	3. PLEASE PROVIDE AN AUTOTURN ANALYSIS DEMONSTRATING
	THE SOLID WASTE COLLECTION VEHICLE CAN ACCESS THE
	PROPOSED DUMPSTER AND COMPACTOR LOCATIONS. THE TRASH
	DUMPSTER/COMPACTORS MUST LOCATED IN AREAS EASILY
	SERVICED BY THE CITY SANITATION EQUIPMENT AND MANPOWER
	PER SECTION 74-35(A)(5) OF THE CODE OF ORDINANCES.
	PLEASE ALSO SHOW HOW THE FUEL TRUCKS WILL ACCESS AND
	LEAVE THE SITE.

	4. PLEASE REVISE THE PLANS TO INCLUDE THE CITY OF WEST
	PALM BEACH GARBAGE RECEPTACLE DETAIL. MINIMUM
	DIMENSIONAL REQUIREMENTS ARE LISTED IN SECTION
	94-444(B) OF THE CODE OF ORDINANCES. CITY STANDARD
	DETAIL GC-8 MAY BE DOWNLOADED AT HTTP://WPB.ORG/ENGINEE
	RING/ENGINEERING-SERVICES/ENGINEERING-STANDARDS/

	5. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE
	AVAILABLE AT HTTP://WWW.CO.PALM-BEACH.FL.US/NEWSROOM/08
	14/08-26-14-FLOOD_MAPS.HTM. PLEASE REVIEW THE MAPS AND
	VERIFY THAT THE NEW MAPS WILL NOT IMPACT THE PROPOSED
	PROJECT.

	6. THE EXISTING SITE HAS EXISTING DIMENSIONAL
	NON-CONFORMANCES (SECTION 94-513 OF THE CODE OF
	ORDINANCES), SOME OF WHICH WERE AUTHORIZED BY SPECIAL
	EXCEPTION #1350 ISSUED IN 1967.
	A. EXISTING DRIVEWAYS OFF OF WINDSOR ARE SEPARATED BY
	55 FEET, WHICH IS LESS THAN THE MINIMUM SEPARATION (125
	FT) REQUIRED BY CODE SECTION 94-313.
	B. TURN AROUND SPACES ARE NOT PROVIDED AT EITHER OF THE
	EXISTING DEAD-END DRIVE AISLES (CODE SECTION 94-485).
	C. EXISTING SOUTHERN ENTRANCE IS 35 FEET FROM THE
	INTERSECTION, RATHER THAN THE REQUIRED 50 FEET. (CODE
	SECTION 94-313)
	D. NONRESIDENTIAL USES WITH LESS THAN 300 REQUIRED
	PARKING SPACES ARE PERMITTED ONE ACCESS POINT ONTO EACH
	RIGHT-OF-WAY. THIS SITE CURRENTLY HAS TWO ACCESS POINTS
	OFF OF WINDSOR. (CODE SECTION 94-313)
	E. SIDEWALK WIDTH ALONG WINDSOR IS FOUR FEET INSTEAD OF
	THE CITY STANDARD WIDTH OF FIVE FEET.

	7. THE EXISTING CURB CUT ON WINDSOR AT THE ALLEY
	ENTRANCE MUST BE REMOVED AND THE SIDEWALK AND
	CURB/GUTTER CONSTRUCTED TO MATCH THE REMAINDER OF
	WINDSOR ROAD.

	8. PLEASE EXPLAIN WHY THE SITE PLAN SHOWS A PORTION OF
	THE ALLEY OUTSIDE OF THIS PARCEL AS ?ABANDONED ALLEY?.

	9. PLEASE DEMONSTRATE THAT THE PROJECT WILL PROVIDE
	ADEQUATE DRAINAGE AND STORMWATER MANAGEMENT. COMPLIANCE
	WITH CHAPTER 40E-4 WILL DEMONSTRATE COMPLIANCE WITH
	THIS PROVISION [SECTIONS 90-201, 94-35(C )(11), AND
	94-307].

	10. PLEASE REVIEW THE MINIMUM PERIMETER BERM ELEVATION
	LISTED ON SHEET C-1.0. IT IS 10 FEET BELOW THE LOWEST
	EXISTING ELEVATION ON THE PROPERTY.

	11. PLEASE PROVIDE POLLUTANT CONTROL BAFFLES IN
	STORMWATER INLETS NEAR THE PROPOSED GAS ISLANDS.

	12. PLEASE SUBMIT COUNTY APPROVAL OF THE EXISTING
	DRIVEWAY ENTRANCE ON 45TH STREET.

	13. PLEASE VERIFY COMPLIANCE WITH ADA ACCESSIBLE ROUTE
	WIDTH REQUIREMENTS IN AREAS OF SIDEWALK WHERE VENDOR
	MACHINES (I.E. REDBOX, ICE) ARE PROPOSED.

	14. PLEASE REVISE THE LANDSCAPE PLAN TO SHOW LOCATIONS
	OF ALL WATER METERS, VALVES, CLEAN-OUTS, LIGHT POLES,
	ETC. ROOT BARRIERS MAY BE REQUIRED WHERE PLANTINGS ARE
	NEAR UNDERGROUND STORMWATER, SANITARY, OR POTABLE WATER
	LINES.

	15. PLEASE SHOW THE SIGHT TRIANGLES ON THE GROUND FLOOR
	LANDSCAPING PLAN FOR THE INTERSECTIONS AND VEHICULAR
	EXITS. (SECTION 94-305E, CODE OF ORDINANCES)

	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 WILL
	BE REQUIRED FROM THE ENGINEERING DIVISION OF THE PUBLIC
	WORKS DEPARTMENT. THE ENGINEERING DEVELOPMENT APPROVAL
	APPLICATION FORMS CAN BE DOWNLOADED AT
	HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/

	2. A UNITY OF TITLE APPLICATION WILL BE REQUIRED FROM
	THE ENGINEERING DIVISION OF THE PUBLIC WORKS
	DEPARTMENT. THE APPLICATION FOR UNITY OF TITLE CAN BE
	DOWNLOADED AT
	HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/

	KELLY CRANFORD, P.E.
	CAPITAL IMPROVEMENT PLAN MANAGER
	[email protected]
	561-494-1098 (OFFICE)

	VINCE NOEL, PSM
	CITY SURVEYOR / REAL ESTATE SUPERVISOR
	[email protected]
	561-494-1096

	BRIAN COLLINS, PE
	CITY TRAFFIC ENGINEER
	[email protected]
	561-494-1040

	FERDINAND RIVERA
	PUBLIC WORKS OPERATIONS MANAGER
	[email protected]
	561-822-2076

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


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