City of West Palm Beach eGovPlus

Plan Review Notes

Plan Review Notes For Project Z17030019
Project Number	Z17030019
Review Stop	ENG - PPRC
Sequence Number	1

Notes

Date	Text
2017-04-07 14:11:59	CITY OF WEST PALM BEACH
	ENGINEERING SERVICES DEPARTMENT

	DATE: 04/10/2017

	Z17030019: 335 27TH ST. - DR. ALICE MOORE APARTMENTS
	(ISPR NO. 17-01)

	THIS IS AN INITIAL 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.

	NO CIVIL ENGINEERING PLANS WERE SUBMITTED IN THE
	INITIAL SITE PLAN PACKAGE INDICATING STORMWATER CONTROL
	AND PLANS FOR WATER AND SEWER SERVICES/CONNECTIONS FOR
	THE PROPOSED DEVELOPMENT. FOLLOWING COMMENTS NEED TO BE
	ADDRESSED PRIOR TO SITE PLAN APPROVAL:

	1. A TRAFFIC IMPACT STATEMENT WILL BE REQUIRED TO
	DEMONSTRATE THAT THE PROPOSED DEVELOPMENT WOULD NOT
	IMPACT THE TRAFFIC PATTERN IN THE VICINITY OF THE
	DEVELOPMENT ADVERSELY. PLEASE CONTACT UYEN DANG, CITY'S
	TRANSPORTATION ENGINEER AT (561) 494-1087;

	2. SURVEY AND SITE PLAN HAVE LOT DIMENSIONS THAT ARE
	NOT CONSISTENT. PLEASE REVISE SITE PLAN TO CORRECT
	DISCREPANCIES DURING NEXT REVIEW/RE-SUBMITTAL. PARKING
	SHOWN ON THE 27TH ST. CANNOT BE PRIVATE. ONLY PUBLIC
	PARKING WITH METER WILL BE ALLOWED ON CITY'S
	RIGHT-OF-WAY. PLEASE CONTACT UYEN DANG, CITY'S
	TRANSPORTATION ENGINEER AT (561) 494-1087 FOR APPROVAL;

	3. PLEASE SHOW ON THE PLANS, IN THE NEXT REVIEW LEVEL,
	HOW WILL THE SITE/BUILDING BE SERVED FOR WATER, SEWER
	AND FIRE PROTECTION. SHOW ALL EXISTING UTILITIES WITHIN
	THE VICINITY OF THE PROPOSED SITE AS WELL AS PROPOSED
	UTILITIES TO SERVE THE DEVELOPMENT (LABEL SIZE AND
	MATERIAL OF ALL PIPES AND CONDUITS ETC.);

	4. SUBMIT ESTIMATES FOR WATER AND FIRE DEMAND, BOTH
	AVERAGE AND PEAK FLOW WITH PEAKING FACTOR. ALSO SUBMIT
	ESTIMATES OF SANITARY SEWER FLOW FOR THE PROPOSED
	DEVELOPMENT;

	5. 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;

	6. ON THE LANDSCAPING PLAN, WHEN SUBMITTED IN THE NEXT
	REVIEW PHASE, 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. ALSO
	CLEARLY INDICATE ALL EXISTING AND PROPOSED EASEMENTS ON
	THE LANDSCAPE PLAN;

	7. PLEASE ALSO SHOW ON THE LANDSCAPE PLAN, WHEN
	SUBMITTED IN THE NEXT REVIEW PHASE, SHOW THE SIGHT
	TRIANGLES FOR THE ALL VEHICULAR EXITS FROM THE SITE.
	(SECTION 94-305E, CODE OF ORDINANCES);

	8. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE
	NON-STANDARD ELEMENTS (TREES AND TREE GRATES; PAVERS,
	ETC.) PROPOSED WITHIN POINSETTIA AVENUE AND 27TH STREET
	RIGHT-OF-WAYS;

	9. SHOW ON THE SITE PLANS ADA ACCESSIBLE RAMPS ON THE
	SIDEWALK AT EACH ENTRANCE AND EXIT /DRIVEWAY APPROACH;

	10. PLEASE SUBMIT ESTIMATES FOR THE SOLID WASTE
	COLLECTION YARDAGE AT THE CONCEPTUAL STAGE. AS PART OF
	THE FINAL DESIGN, THIS SOLID WASTE ESTIMATE WILL NEED
	TO BE VERIFIED TO VALIDATE APPROPRIATE NUMBER AND SIZE
	OF DUMPSTERS/GARBAGE RECEPTACLES. PLEASE SHOW ON THE
	PLAN IF A COMPACTOR IS
	PROPOSED TO REDUCE THE YARDAGE OF WASTE THAT WILL NEED
	TO BE COLLECTED;

	11. 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. A 'TRASH ROOM' IS SHOWN ON THE SUBMITTED
	SITE PLAN WHICH IS INSIDE THE BUILDING ENCLOSURE;

	12. IF ROLL OUT TYPE DUMPSTER IS PROPOSED, PLEASE NOTE
	ON THE PLANS THAT: "OWNER IS RESPONSIBLE TO ROLL OUT
	THE DUMPSTER OUTSIDE THE ENCLOSURE TO THE OPEN SPACE
	PRIOR TO CITY'S SANITATION CREW PICK UP GARBAGE".
	CITY'S FRONT LOADING SANITATION/GARBAGE TRUCKS NEED AT
	LEAST 25-FEET VERTICAL CLEARANCE FOR TIPPING THE
	GARBAGE RECEPTACLES/BINS OVER IT;

	13. FOR SANITATION/GARBAGE COLLECTION CONTACT THE
	CITY'S PUBLIC WORKS DEPARTMENT. FINAL APPROVED SITE
	PLANS NEED TO SHOW PROPOSED SANITATION COLLECTION PLANS
	AND DETAILS; AND WILL NEED APPROVAL FROM PETER BIENIEK,
	PUBLIC WORKS DIRECTOR. IF A SEPARATE ON-SITE LOCATION
	IS CHOSEN FOR STANDARD DUMPSTER, PLEASE INCLUDE THE
	CITY OF WEST PALM BEACH STANDARD DETAIL FOR THE
	DUMPSTER ENCLOSURE ON THE PLANS. MINIMUM DIMENSIONAL
	(E.G. THE GATE WIDTH MUST BE A MINIMUM OF 12.5 FEET)
	REQUIREMENTS FOR THE ENCLOSURE ARE LISTED IN CODE OF
	ORDINANCES, SECTION 94-444(B) OF THE CODE OF
	ORDINANCES. CITY STANDARD DETAIL GC-8 MAY BE DOWNLOADED
	AT:

	HTTP://WPB.ORG/ENGINEERING/ENGINEERING-SERVICES/ENGINEE
	RING-STANDARDS/

	14. PLEASE PROVIDE AN AUTOTURN ANALYSIS DEMONSTRATING
	THE SOLID WASTE COLLECTION VEHICLE CAN ACCESS AND
	MANEUVER WITHIN THE PROPOSED DEVELOPMENT.
	AFTER THE SITE PLAN IS APPROVED, IN THE NEXT PHASE, THE
	FOLLOWING GENERAL COMMENTS MUST BE ADDRESSED PRIOR TO
	ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
	BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL:

	15. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION
	WILL BE REQUIRED FROM THE ENGINEERING SERVICES
	DEPARTMENT. THE ENGINEERING DEVELOPMENT APPROVAL
	APPLICATION FORMS CAN BE DOWNLOADED FROM THE FOLLOWING
	WEBSITE LINK:

	HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
	MS,-PERMITS-APPLICATIONS

	16. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
	CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
	WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
	WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
	FOLLOWING LINK:

	HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
	MS,-PERMITS-APPLICATIONS

	17. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL
	APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND
	SANITARY SEWER CALCULATION (IN DETAIL I.E. AVERAGE AND
	PEAK WITH PEAKING FACTOR). SUBMIT CALCULATIONS TO
	VALIDATE METER SIZE SELECTION. SHOW THESE CALCULATIONS
	ON THE UTILITY PLAN SHEET AS WELL;

	18. SHOW ON THE FINAL PLANS WHERE ARE THE PROPOSED
	WATER AND SANITARY SEWER LINES ARE CONNECTED TO
	EXISTING WATER AND SEWER MAINS ON THE PRESIDENTIAL WAY;

	19. SHOW THE NEAREST FIRE HYDRANT TO THIS SITE ON THE
	FINAL UTILITY PLAN. FIRE HYDRANT FLOW TEST DATA FROM
	EXISTING FIRE HYDRANT WILL BE REQUIRED PART OF THE PLAN
	SUBMITTAL;

	20. PLEASE INCLUDE THE LATEST VERSION OF THE APPLICABLE
	CITY OF WEST PALM BEACH STANDARD UTILITY DETAILS TO THE
	DETAIL SHEET/S DURING SUBMISSION OF THE FINAL
	ENGINEERING PLANS. CONTACT THE ENGINEERING SERVICES
	DEPARTMENT FOR THE LATEST REVISED DETAILS IN CAD
	FORMAT. CITY'S STANDARD DETAILS (IN PDF FILE FORMAT)
	CAN BE DOWNLOADED FROM THE FOLLOWING SITE:

	HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
	MS,-PERMITS-APPLICATIONS

	21. PLACEMENT OF THE ANY PROPOSED METER, BACKFLOW
	PREVENTER, DCDA ETC. SHALL BE INSTALLED PER THE CITY'S
	STANDARD DETAILS. WATER METER SHOULD BE WITHIN THE
	RIGHT-OF-WAY OR INSIDE AN 'UTILITY EASEMENT' JUST
	INSIDE THE PROPERTY NEAR THE RIGHT-OF-WAY AND
	ACCESSIBLE;

	22. IN THE FINAL PLANS, SHOW CONFLICT INFORMATION
	(BOTTOM AND TOP OF CROSSING PIPES) AT THE CONFLICT
	POINTS OF ALL WATER, STORM AND SANITARY SEWER PIPES AS
	WELL AS OTHER FRANCHISE UTILITIES. EXISTING UTILITIES
	WITHIN THE PROPOSED SANITARY SEWER LATERAL ARE TO BE
	VERIFIED VIA SOFTDIGS AND PROVIDE ALL UTILITY CROSSING
	INFORMATION;

	23. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE
	EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION
	POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE
	LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;

	24. PAVEMENT RESTORATION FOR OPEN CUT/TRENCH FOR
	UTILITY CONNECTION WORKS WILL NEED TO BE IN ACCORDANCE
	WITH CITY STANDARD DETAIL GC-9. THE ROAD SHALL BE
	MILLED/RESURFACED FOR FULL LANE WIDTH OF THE TRAVEL
	LANE(S) ENCROACHED BY THE TRENCH AREA, INCLUDING A
	TRANSITION AREA OF 50 FEET ON EACH SIDE OF THE TRENCH.
	PLEASE SHOW ON THE FINAL PLANS THE EXTENT OF THE
	MILLING AND RESURFACING;

	25. SHOW ON THE FINAL PLANS SIZE AND MATERIAL OF ALL
	EXISTING UTILITIES ON POINSETTIA AVENUE AND 27TH STREET
	INCLUDING BUT NOT LIMITED TO WATER, SEWER, GAS,
	UNDERGROUND ELECTRIC CONDUITS ETC. PLEASE IDENTIFY THE
	SOURCE OF THE AS-BUILT INFORMATION UTILIZED FOR THE
	POTABLE WATER, SANITARY SEWER, AND STORM SEWER DESIGN;

	26. FOR THE FINAL WATER AND SEWER PLANS, INCLUDE A NOTE
	THAT: AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM
	BEACH CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
	MAKING KNOWN THAT "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

	27. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE
	WITHIN 150 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN
	AN EASEMENT WITHIN THE PROPERTY. LANDSCAPE PLAN SHALL
	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.


	MOSTAQUE KHAN, P.E.
	LAND DEVELOPMENT ENGINEER
	[email protected]
	561-494-1124 (OFFICE)

	Print