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Plan Review Notes

Plan Review Notes For Project Z15110014
Project Number	Z15110014
Review Stop	ENG - PPRC
Sequence Number	1

Notes

Date	Text
2015-12-08 10:26:30	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. PLEASE SUBMIT ESTIMATES FOR THE PEAK POTABLE WATER
	DEMAND, SANITARY SEWER FLOW, AND SOLID WASTE COLLECTION
	YARDAGE.

	2. PLEASE SUBMIT ONE FULL SIZED, SIGNED AND SEALED
	SURVEY.

	3. A TRAFFIC STUDY WILL BE REQUIRED FOR THIS PROJECT
	SHOWING HOW THE PROPOSED DEVELOPMENT WILL AFFECT THE
	TRAFFIC VOLUME AND SURROUNDING LOCAL ROADWAYS. RESULTS
	SHOULD JUSTIFY THE PROPOSED TWO-WAY TRAFFIC ON 2ND
	STREET, WHICH IS CURRENTLY ONE-WAY WEST BOUND. INCLUDE
	TRAFFIC ACCIDENT DATA FOR AFFECTED STREET CORRIDORS.
	ESTIMATE INCREASED OR DECREASED POTENTIAL. SAFETY
	IMPROVEMENTS SHALL BE RECOMMENDED WHERE NECESSARY.
	EVALUATE THE IMPACT ON THE TRINITY/DIXIE INTERSECTION
	DURING PEAK HOURS DURING SEASON. (STAFF HAS FREQUENTLY
	OBSERVED TRAFFIC BACKING UP ON DIXIE PASS THE
	INTERSECTION OF TRINITY.) PLEASE SCHEDULE A MEETING
	WITH THE CITY TRAFFIC ENGINEER (BRIAN COLLINS) TO
	DETERMINE THE SCOPE OF THE REQUIRED STUDY.

	4. PLEASE SUBMIT A PROPOSED STRIPING PLAN FOR 2ND
	STREET SHOWING LANES WITH A MINIMUM WIDTH OF 10 FEET.
	WE SUGGEST MEETING WITH THE CITY?S TRAFFIC ENGINEER
	PRIOR TO FINALIZING THE DESIGN OF IMPROVEMENTS WITHIN
	THE 2ND STREET RIGHT-OF-WAY.

	5. PLEASE VERIFY THE 50 FT RIGHT-OF-WAY WIDTH SHOWN ON
	SHEET A0.01A. THE DEMOLITION PLAN, SHEET A1.01 SHOWS A
	30 FT RIGHT-OF-WAY.

	6. WILL ON-STREET PARKING BE PROVIDED? IF NOT, WHAT
	MITIGATION IS PROPOSED FOR THE LOSS OF PARKING SPACES?

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

	8. THE PROPOSED TWO 96-GALLON TRASH BINS DO NOT APPEAR
	TO BE LARGE ENOUGH TO SERVICE THE PROPOSED 20 HOTEL
	ROOMS AND RESTAURANT. FOOD WASTE MUST BE COLLECTED ON A
	DAILY BASIS. PLEASE RE-EXAMINE THE TRASH GENERATION
	VOLUME FOR THIS PROJECT AND CONSIDER USING A DUMPSTER.

	9. 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.

	10. 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/

	11. 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.

	12. 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].

	13. 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.

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

	15. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE
	NON-STANDARD ELEMENTS (TREES AND TREE GRATES; PAVERS,
	ETC.) PROPOSED WITHIN CITY RIGHT-OF-WAY.

	16. THE AVAILABLE WATER PRESSURE IN THIS PORTION OF THE
	CITY MAY NOT BE ACCEPTABLE AT ELEVATIONS HIGHER THAN
	THE 2ND FLOOR. WE RECOMMEND A LONG-TERM PRESSURE STUDY
	BE PERFORMED PRIOR TO FINALIZATION OF THE UTILITY
	DESIGN.

	17. PLEASE SHOW THE LOCATIONS OF ROOF DRAINS AND
	INDICATE WHERE THE DISCHARGE WILL BE DIRECTED. RUNOFF
	VELOCITY AND VOLUME SHOULD NOT EXCEED EXISTING
	CONDITIONS.

	18. THE GRAVITY SEWER WITHIN THE ALLEY IS NOT IN GOOD
	CONDITION AND WILL EVENTUALLY BE REMOVED. PLEASE MEET
	WITH CITY ENGINEERING STAFF TO DISCUSS ALTERNATIVE
	SEWER CONNECTION LOCATION(S).

	19. 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.

	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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