City of West Palm Beach eGovPlus

Plan Review Details - Project E13020033

Plan Review Stops For Project E13020033

Review Stop	ENG-A			ENGINEERING FORMAL REVIEW
Rev No	1	Status	F	Date	05-28-2013		Cont ID
Sent By	mgonzale			Date	05-28-2013	Time	Rev Time	20.00
Received By	mgonzale			Date	05-28-2013	Time	Sent To

Notes

2013-05-28 12:09:32	COMMENTS:
	#1 UPDATE PLAN SHOWING THE CONNECTION TO SEWER AT
	MALVERNE RD. AS AGREED.
	#2 UPDATE DRAINAGE PLAN TO REFLECT CHANGES AS PER
	DICUSSION WITH FDOT AND CITY OF WPB. NO NEW STRUCTURES
	REQUIRED.
	#3 A PERMIT FOR DRIVEWAY(S) OFF SOUTHERN BLVD WILL BE
	REQUIRED FROM FDOT.
	#4 DRIVEWAY OFF MALVERNE WILL REQUIRE A CONCRETE APRON
	AS PER CITY OF WPB STANDARD.
	#5 NO ROOF OVER CITY PICK?UP DUMPSTER AREA. NO FLOOR
	DRAINS WILL BE ALLOWED IN OPEN DUSMPER AREAS,
	#5 FIRELINE TIE?IN WILL REQUIRE A SIZE ON SIZE TEE, NOT
	A DIRECT TAP. NOTE ON PLAN "6"X6" CUT?IN TEE"
	MANUEL JULIAN GONZALEZ
	ENGINEERING PROJECT COORDINATOR
	ENGINEERING SERVICES AND 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
	MOBILE: (561) 644?7301
	EMAIL: [email protected]
	WWW.WPB.ORG/ENGINEERING

Review Stop	ENG-D			ENGINEERING DEFICIENCY REVIEW
Rev No	1	Status	F	Date	05-29-2013		Cont ID
Sent By	Mgonzale			Date	05-29-2013	Time	Rev Time	4.00
Received By	mgonzale			Date	05-29-2013	Time	Sent To	I

Notes

2013-05-29 13:19:34	COMMENTS:

	I REVIEWED THE SUBJECT PLANS (S&S 4/19/13) AND DRAINAGE
	CALCULATIONS (REVISED APRIL 2013) AND OFFER THE
	FOLLOWING COMMENTS:
	1. PLAN SHEET 4 OF 12 CALLS OUT HDPE PIPE BUT
	EXFILTRATION DETAIL AND TYPICAL SECTION A-A ON SHEET 5
	OF 12 SHOW RCP OR SLOTTED RCP PIPE.
	2. ON PLAN SHEET 4 OF 12, DRAINAGE STRUCTURE A7 IS
	LISTED AS TYPE "C" W/ C.I. WHAT IS C.I.?
	3. STRUCTURE A6 SHOULD HAVE A WEIR STRUCTURE FOR
	CONTROL TO KEEP STORMWATER RUNOFF FROM MALVERNE (VIA
	STRUCTURE A7) BACKFEEDING INTO THE ONSITE SYSTEM.
	CONTROL MAY NEED TO BE HIGHER THAN 14.3 IN CASE
	MALVERNE IS REGRADED.
	4. FOR EXISTING DISCHARGE RATE, THE RAINFALL INTENSITY
	SHOULD BE AT THE MINIMUM TIME OF CONCENTRATION, NOT THE
	TOTAL DAILY RAINFALL FOR THE DESIGN STORM. THE 1987
	FDOT DRAINAGE MANUAL CONTAINS
	INTENSITY-DURATION-FREQUENCY CURVES.
	5. DRAINAGE CALCULATIONS SHOW MINIMUM EXFILTRATION
	TRENCH LENGTH OF 65 LINEAR FEET. PLAN SHEET 4 OF 12
	CALLS OUT ONLY 60 LINEAR FEET OF EXFILTRATION TRENCH
	(35' + 25').
	6. 2:1 SLOPE IN DETENTION AREA (SECTION A-A ON SHEET 5
	OF 12) MAY BE DIFFICULT TO MAINTAIN.
	7. SWPPP SHEET 8 OF 12:
	A. SILT FENCE AROUND STRUCTURES IN PAVEMENT IS NOT
	EFFECTIVE. CONSIDER WRAPPING THE GRATES.
	B. GUTTER BUDDIES OR OTHER BMP MAY BE REQUIRED FOR
	INLETS ON SOUTHERN BLVD AND DIXIE HWY.
	8. SIDEWALK EASEMENT AT DRIVEWAY SOUTH OF THE DRIVETHRU
	WILL BE NEEDED (THIS MAY ALREADY HAVE BEEN PROVIDED).
	9. FDOT PERMIT WILL BE NEEDED FOR THE WORK ON SOUTHERN
	BLVD AND DIXIE HWY.

	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, FL 33401
	PHONE: 561-494-1120
	FAX: 561-494-1116
	CELL 561-351-0510
	[email protected]

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