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Plan Review Notes

Plan Review Notes For Project Z15120017
Project Number	Z15120017
Review Stop	ENG - PPRC
Sequence Number	2

Notes

Date	Text
2016-05-11 08:19:12	CITY OF WEST PALM BEACH
	ENGINEERING DEPARTMENT

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

	1. PLEASE SUBMIT ESTIMATES FOR THE SOLID WASTE
	COLLECTION YARDAGE.

	2. AS PREVIOUSLY REQUESTED, PROVIDE AN AUTOTURN
	ANALYSIS DEMONSTRATING THE SOLID WASTE COLLECTION
	VEHICLE CAN ACCESS THE PROPOSED DUMPSTER / COMPACTOR
	LOCATIONS AT THE NORTHEAST CORNER OF THE PROPERTY AND
	WITHIN THE PARKING GARAGE. 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. IF A
	ROLL-OFF COMPACTOR IS PROPOSED, PLEASE PROVIDE A LETTER
	FROM THE PRIVATE PROVIDER VERIFYING THAT THEY CAN
	PROVIDE SERVICE WITH THE CONFIGURATION SHOWN ON THE
	PLANS.

	3. DETAILS SHEETS WILL NEED TO UTILIZE STANDARD CITY OF
	WEST PALM BEACH DETAILS, WHICH MAY BE DOWNLOADED AT
	HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/

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

	5. EXISTING UTILITY SERVICE LINES, IF NOT UTILIZED BY
	THE SITE REDEVELOPMENT, ARE TO BE REMOVED BACK TO THE
	MAIN. (SECTION 2.23 OF THE CITY RIGHT OF WAY
	CONSTRUCTION STANDARDS MANUAL) PLEASE ADD THE
	APPROPRIATE NOTES TO THE CONSTRUCTION PLAN.

	6. AS MENTIONED IN OUR ORIGINAL COMMENTS, PLEASE
	RELOCATE THE PROPOSED MASTER METER ADJACENT TO PUBLIC
	RIGHT-OF-WAY. ON-SITE SUB-METERS WILL REQUIRE APPROVAL
	FROM CITY UTILITIES CUSTOMER SERVICE DIVISION.

	7. AS MENTIONED IN OUR ORIGINAL COMMENTS, PER SECTION
	2.21.2 OF THE CITY RIGHT OF WAY STANDARDS MANUAL,
	PROJECTS WHICH DISTURB 40% OR MORE OF A ROADWAY (LINEAR
	FOOTAGE) PER BLOCK WILL BE REQUIRED TO MILL AND
	RESURFACE THE ENTIRE BLOCK. PLEASE INCLUDE MILLING AND
	RESURFACING OF THE HAMPTON ROAD ON THE CONSTRUCTION
	PLANS.

	8. PLEASE REVISE THE DRIVEWAY APRONS ON THE ALLEY TO
	MEET THE CITY?S ENGINEERING DESIGN STANDARDS. AN
	EXCEPTION TO THE STANDARD MAY BE REQUESTED. HTTP://WPB.
	ORG/ENGINEERING/ENGINEERING-SERVICES/ENGINEERING-STANDA
	RDS/

	9. PLEASE ELIMINATE THE EASTERN DRIVEWAY ON HAMPTON.
	THE PROPOSED ENTRANCE IS DOES NOT MEET THE MINIMUM
	DISTANCES LISTED IN SECTION 94-313(2) OF THE CITY?S
	CODE OF ORDINANCES.

	10. PLEASE RE-EVALUATE THE PARKING CIRCULATION PLAN.
	THE SOUTHEASTERN RETAIL PARKING APPEARS TO UTILIZE
	HAMPTON AVENUE AS PART OF THE INTERNAL CIRCULATION
	PLAN.

	11. PLEASE CHECK THE RESIDENTIAL PARKING TOTALS. IN THE
	PARKING GARAGE, THE PLANS SHOW 269 PARKING SPOTS ON
	LEVEL 1 AND 288 SPOTS ON LEVEL 2 (557 SPOTS). SOME OF
	THESE SPOTS WILL NEED TO BE ELIMINATED TO COMPLY WITH
	CODE OF ORDINANCES SECTION 94-111, WHICH REQUIRED A
	MINIMUM 3 FT BACK UP AREA AT THE TERMINUS OF ANY
	DEAD-END DRIVE AISLE PLUS THE EQUIVALENT OF ONE PARKING
	SPACE AS A DEDICATE PULL-IN AREA FOR TURNING AROUND.
	THE PARKING CALCULATIONS SHOW THAT 625 SPACES WILL BE
	PROVIDED IN THE GARAGE.

	12. THE PLAN ALSO SHOWS 24 SURFACE PARKING SPOTS ON
	SOUTH DIXIE. HAVE THESE SPOTS BEEN APPROVED BY FDOT?

	13. PLEASE ADD STREET NAMES TO ALL PLANS.

	14. PLEASE PROVIDE UTILITY CROSSING INFORMATION.

	15. PLEASE PROVIDE FIRE HYDRANT FLOW TEST DATA FROM
	EXISTING FIRE HYDRANT ON S DIXIE HWY.

	16. PLEASE LABEL UTILITY PIPE SIZE AND MATERIAL.

	17. PLEASE MOVE THE PROPOSED DDCV, REDUCER ASSEMBLY,
	AND METER VAULT CLOSER TO THE POINT OF
	CONNECTION/ROADWAY R/W.

	18. PLEASE PROVIDE ENGINEERING/MEP CALCULATION FOR THE
	PROPOSED 8? WM SIZING ON HAMPTON ROAD.

	19. PLEASE PROVIDE PROFILE OF THE PROPOSED 8" WM FROM
	THE TAP/POINT OF CONNECTION ON S DIXIE @ HAMPTON ROAD
	TO THE METER VAULT. PLEASE CALL OUT THE POINT OF
	SERVICE (WATER).

	20. PLEASE SHOW THE EXISTING 6" WM ON HAMPTON ROAD. IT
	IS THE CITY'S PREFERENCE NOT TO HAVE PARALLEL WATER
	MAINS AND WILL BE REVIEWING THE NEED FOR MAINTAINING
	(2) ACTIVE MAINS ON HAMPTON ROAD.

	21. PLEASE LABEL THE SIZE AND MATERIAL OF EXISTING
	WATER MAIN AND WATER SERVICE CONNECTIONS ON S DIXIE
	HWY. RECORD INFORMATION INDICATES THAT THE EXISTING
	WATER MAIN ON S DIXIE IS 8" CIP.

	22. PLEASE PROVIDE ENGINEERING/MEP CALCULATION FOR THE
	PROPOSED 8? GRAVITY MAIN SIZING ON HAMPTON ROAD.

	23. PLEASE CALL OUT THE POINT OF SERVICE (SEWER). CCTV
	RECORD (VIDEO AND TV LOG) OF THE PROPOSED SAN SEWER
	MAIN WITHIN THE ROADWAY R/W WILL BE REQUIRED AS PART OF
	THE PROJECT CLOSE-OUT SUBMITTAL.

	GENERAL COMMENTS

	1. 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.

	2. FDOT APPROVAL WILL BE REQUIRED FOR THE DRAINAGE AND
	DRIVEWAY CONNECTIONS OFF OF DIXIE.

	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. SOLID WASTE YARDAGE WILL NEED TO BE VERIFIED AS PART
	OF THE FINAL DESIGN TO VERIFY THAT THE DESIGN INCLUDES
	APPROPRIATE NUMBER AND SIZE OF TRASH BINS.

	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

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

	LAURA LE, PE
	PUBLIC UTILITIES ENGINEER
	561-494-1093
	[email protected]

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