City of West Palm Beach eGovPlus

Plan Review Details - Project E16030025

Plan Review Stops For Project E16030025

Review Stop	ENG-A			ENGINEERING FORMAL REVIEW
Rev No	1	Status	P	Date	03-23-2016		Cont ID
Sent By	Mgonzale			Date	03-23-2016	Time	Rev Time	6.00
Received By	mgonzale			Date	03-18-2016	Time	Sent To	I

Notes

2016-03-23 13:00:33	PASSED WITH PROVISOS: THE GREENE SCHOOL

	#1 PLANS APPROVED AS-NOTED;
	4" DIAMETER FOR FIRELINE SHALL BE OF DUCTILE IRON
	MATERIAL
	UG FIRELINE PERMIT IS REQUIRED THRU CONSTRUCTION
	SERVICES.
	SUBMIT CITY'S APPROVE MATERIAL LIST.
	SUBMIT STORM ELEMENTS AND STRUCTURES THAT WILL BE USED
	ON CITY ROW.

	#2 PLAN IS APPROVED "AT-RISK" - SITE PLAN IS IN
	PROGRESS.

	#3 NPDES REQUIREMENTS WILL APPLY.

	#4 ROW PERMIT IS REQUIRED FOR WORK IN BISCAYNE BLVD.
	AND ALLEYWAY.

	IMPORTANT MESSAGE: 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

	MANUEL JULIAN GONZALEZ
	ENGINEERING PROJECT COORDINATOR
	PUBLIC WORKS DEPARTMENT
	401 CLEMATIS STREET, 4TH FLOOR
	WEST PALM BEACH, FL 33401
	(MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
	MAIN PHONE: (561) 822-1200
	DIRECT: (561) 494-1085
	FAX: (561) 494-1116
	EMAIL: [email protected]
	WWW.WPB.ORG/ENGINEERING

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Review Stop	ENG-M			ENGINEERING MODIFICATION REV
Rev No	1	Status	F	Date	03-24-2016		Cont ID
Sent By	Mgonzale			Date	03-24-2016	Time	Rev Time	8.00
Received By	mgonzale			Date	03-18-2016	Time	Sent To	Z

Notes

2016-03-24 16:40:24	LISTED BELOW ARE MY COMMENTS ON THE SUBJECT CIVIL PLANS
	(SHEETS 1 - 8 OF 8) DATED 3/11/16 AND SIGNED
	AND SEALED BY RICHARD REIKENIS, P.E.
	1. EXPLAIN HOW THE SOUTH END OF THE "ALLEY" NORTH OF
	BISCAYNE BLVD WILL DRAIN AFTER THE EXISTING CATCH BASIN
	IS CONVERTED TO A MANHOLE. (SHEET 2 OF 8)
	2. ALL PROPOSED STORM PIPE WITHIN THE PUBLIC
	RIGHT-OF-WAY AND "ALLEY" SHOULD BE MINIMUM 15" RCP
	PIPE,
	INCLUDING THE PROPOSED 15 LF OF STORM PIPE BETWEEN
	STRUCTURE S-105 AND THE EXISTING CATCH BASIN IN THE
	"ALLEY". (SHEET 2 OF 8)
	3. INDICATE THE MINIMUM PERIMETER ELEVATION FOR
	CONTROLLING STORMWATER RUNOFF. (SHEETS 2, 3 OF 8;
	SECTION A
	SHEET 5 OF 8)
	4. INDICATE VERTICAL DATUM REFERENCE (SHEETS 2, 3 AND 6
	OF 8).
	5. SOUTH INVERT ELEVATION MISSING FOR STRUCTURE S-105.
	(SHEET 2 OF 8)
	6. SHOW LOCATION OF FENCE ON SECTION A. (SHEET 5 OF 8)
	7. BERM SLOPES AROUND THE YARD DRAINS MAY BE AS MUCH AS
	3:1. (SECTION A SHEET 5 OF 8)
	8. LABEL EXSS ON BISCAYNE BLVD. AS "VCP SS" INSTEAD OF
	"VCP WM". (SHEET 6 OF 8)
	9. IS A BUILDING PROPOSED OVER THE STORM PIPE BETWEEN
	THE EXISTING CB IN THE "ALLEY" NORTH OF BISCAYNE BLVD
	AND THE EXISTING CATCH BASIN IN THE SOUTHEAST PARKING
	LOT OF THE SITE?
	10. CONNECT ROOF DRAINS INTO THE DRAINAGE SYSTEM OR
	DISCHARGE ONTO PERVIOUS AREAS IF POSSIBLE.
	11. RECOMMEND OWNER DO A CONDITION ASSESSMENT OF THE
	EXISTING DRAINAGE PIPES AND DRAINAGE STRUCTURES
	THAT ARE TO REMAIN.
	WITH REGARDS,
	TRACY L. WARD, P.E.
	SENIOR STORMWATER ENGINEER
	CITY OF WEST PALM BEACH
	ENGINEERING AND PUBLIC WORKS DEPARTMENT
	401 CLEMATIS ST., 4TH FLOOR
	WEST PALM BEACH,

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Review Stop	ENG-T		ENGINEERING TRAFFIC STUDY REV
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