City of West Palm Beach eGovPlus

Plan Review Notes

Plan Review Notes For Project Z16020016
Project Number	Z16020016
Review Stop	ENG - PPRC
Sequence Number	3

Notes

Date	Text
2018-02-13 11:50:34	CITY OF WEST PALM BEACH
	ENGINEERING SERVICES DEPARTMENT
	DATE: 02/13/2018
	PROJECT: INDIGO HOTEL
	ADDRESS: 3RD ST & W RAILROAD AVE
	STATUS: FAILED

	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. FOLLOWING COMMENTS NEED TO BE
	ADDRESSED PRIOR TO SITE PLAN APPROVAL:

	1. 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. SHOW PROJECTED DEMANDS ON THE UTILITY PLAN
	SHEET;

	2. 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;

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

	4. CONSIDER RELOCATING THE BACKFLOW PREVENTERS TO BE
	LOCATED AS CLOSED TO THE RIGHT-OF-WAY AS POSSIBLE.
	ANOTHER OPTION IS TO ENCASE THE PIPE UP TO THE BACKFLOW
	PREVENTERS WHICH WILL NEED TO BE APPROVED BY CUSTOMER
	SERVICE;

	5. ADVISORY: GENERALLY VAULTS FOR DOMESTIC METERS
	RANGES UP TO 20 LF. ROTATE THE VAULT 90 DEGREES TO
	OBTAIN THE NECESSARY SPACE FOR THE VAULT WHICH WILL
	CONFLICT WITH PROPOSED TREE GRATE;

	6. ON THE SE CORNER OF THE PROPERTY THERE IS A CURB
	RAMP PERPENDICULAR TO 3RD STREET WITH NO PROPOSED CURB
	RAMP ON THE SOUTH SIDE OF 3RD STREET. PLEASE COORDINATE
	WITH CITY TRANSPORTATION ENGINEER, ERIK FERGUSON ON THE
	LOCATION OF THE PROPOSED CURB RAMP/CROSSWALK;

	7. ON THE NE CORNER OF THE PROPERTY THE CURB RAMP DOES
	NOT ALIGN WITH THE NORTH CURB RAMP ON 4TH STREET. THE
	CURB RAMP ALSO CONFLICTS WITH THE PROPOSED STORM INLET.
	PLEASE REDESIGN TO AVOID CONFLICT;

	8. SHOW PROPERTY LINE ON THE PLANS;

	9. ADD A NORTH ARROW ON THE LOCATION MAP;

	10. PLANNING AND GRADING PLANS WERE NOT SUBMITTED
	DURING THIS PLAN REVIEW;

	11. A ROAD WIDTHS TO THE PLANS FROM RIGHT-OF-WAY TO
	RIGHT-OF-WAY;

	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:

	1. 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/FORMS,-
	PERMITS-APPLICATIONS

	2. 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/FORMS,-PERMITS-APPLICATIONS

	3. 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;

	4. 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. SHOW HYDRANT FLOW TEST DATA RESULT ON THE
	PLANS;

	5. FIRE HYDRANT TEST CAN BE REQUESTED AT (561)804-4700;

	6. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE
	WITHIN 100 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN
	AN EASEMENT WITHIN THE PROPERTY;

	7. 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;

	8. IN THE FINAL PLANS, MUST PROVIDE UTILITY CONFLICT
	TABLE (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, PROVIDE ALL UTILITY
	CROSSING INFORMATION;

	9. 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;

	10. PAVEMENT RESTORATION FOR OPEN CUT/TRENCH FOR
	UTILITY CONNECTION WORKS WILL NEED TO BE IN ACCORDANCE
	WITH 2016 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;

	11. SHOW ON THE FINAL PLANS SIZE AND MATERIAL OF ALL
	EXISTING UTILITIES ON 3RD STREET, 4TH STREET AND WEST
	RAILROAD AVE 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;

	12. 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: HT
	TP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLICA
	TIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL

	SOFIA QUINONES-BENEJAM, EI
	PROJECT ENGINEER
	CITY OF WEST PALM BEACH
	401 CLEMATIS STREET, 4TH FLOOR
	WEST PALM BEACH, FL 33402
	(MAILING ADDRESS: PO BOX 3366)
	P: 561.494.1108
	C: 561.459.6518
	F: 561.494.1116
	EMAIL: [email protected]


	Print