City of West Palm Beach eGovPlus

Plan Review Details - Project E09110010

Plan Review Stops For Project E09110010

Review Stop	ENG-A			ENGINEERING FORMAL REVIEW
Rev No	2	Status	P	Date	12-09-2009			Cont ID
Sent By	mgonzale			Date	02-03-2010	Time	11:37	Rev Time	36.00
Received By	mgonzale			Date	12-15-2009	Time		Sent To

Notes

***NONE***

Review Stop	ENG-A			ENGINEERING FORMAL REVIEW
Rev No	1	Status	F	Date	11-13-2009			Cont ID
Sent By	mgonzale			Date	11-13-2009	Time	06:36	Rev Time	36.00
Received By	mgonzale			Date	11-13-2009	Time	06:35	Sent To

Notes

2009-11-13 06:36:19
	NOV 12, 2009 KELLY FREEMAN REVIEWED - NO COMMENTS

	NOV. 13, 2009 ESD MANNY GONZALEZ, STILL REVIEWING

	NOV. 23, 2009 MJG / JEFF RENAULT
	MJG
	1) RIGHT TURN LANE SIGN AND TRAFFIC PATTERN TO BE
	APPLIED WITH PBC TRAFFIC AS BELVEDERE IS PBC ROADWAY
	2) IMPROVEMENTS IN ROW AND OFF-SITE DESIGN PLAN NEEDED
	FOR REVIEW.
	3) PROVIDE CONDUITS FOR IRRIGATION IN THE ROW FROM SITE
	TO PLANTERS 3" MIN. SDR-26
	4) HC RAMP COMING FROM SIDEWALK WILL REQUIRE A LANDING
	AREA.
	5) DRIVEWAY MUST BE PER FDOT INDEX 515 PAGE 2 OF 6 TO
	ACHIEVE THE 2% CROSS-SLOPE UNTO BELVEDERE.
	6) DUMPSTER MUST BE 12'-6" MIN. DEPTH.
	7) SITE NEXT TO TACO BELL REVIEW IS SUBJECT TO THE TACO
	BELL LEASE PROPERTY. IMPROVEMENT TO ADJACENT PROPERTIES
	REQUIRE SEPARATE PERMITS.
	8) ENG COST ESTIMATE IS ACCURATE HOWEVER IF DRAINAGE
	ELEMENTS CHANGE THEN IT MUST BE REVISED. SUBMIT CHECK
	FOR 5.5% OF THE IMPROVEMENTS ON THIS DOCUMENT.

	JR
	1) SHT C-2 , CB - 4 , PLAN SHOWS GRATE ELEV OF 17.2 AND
	17.5 ?
	2) SHT C-2 , DRAINAGE SCHEDULE , CALL FOR 1 PRB FOR
	CB-1 ;
	2 PRB FOR CB-2 ; 2 PRB FOR CB-3 AND 1 PRB FOR CB-4
	3) SHT C-2 , DRAINAGE SCHEDULE , WHY ARE EXFILTRATION
	PIPE
	INVERTS SO LOW (11.5) ? WILL 12.5 WORK ?
	4) SHT C-6 , EXFILTRATION TRENCH DETAIL - WHY IS EXFIL
	TRENCH SO DEEP ? CONSIDER A TRENCH THAT IS 4' DEEP X 5'
	WIDE WITH
	PERFORATED PIPE INVERT =
	12.5 , 12" OF WASHED ROCK ABOVE THE PIPE AND THE REST
	OF THE ROCK BELOW.
	- INSTALL FABRIC ON ALL SIDES OF TRENCH WITH 2' OVERLAP
	ON TOP.
	- FOR EACH CB ADD A 12" DIA WEEP HOLE . UNDER WEEP HOLE
	INSTALL HARDWARE
	CLOTH (SS) ON 2'X2'X6" OF
	WASHED ROCK WRAPED ALL AROUND WITH FABRIC
	5) IT IS NOT NECESSARY TO RETAIN THE 100 YR - 3 DAY
	STORM
	RUNOFF ON SITE. WHAT THE CITY IS LOOKING FOR ARE CALCS
	FOR WATER QUALITY (
	GREATER OF 1" OVER
	ENTIRE SITE OR 2.5 X % IMPERVIOUS) AND CALCS SHOWING
	THAT THE POST DEVELOPMENT RUNOFF DOES NOT EXCEED THE
	PRE DEVELOPMENT
	RUNOFF.

	SHOULD YOU HAVE ANY QUESTIONS , PLEASE CONTACT ME.

Review Stop	ENG-D			ENGINEERING DEFICIENCY REVIEW
Rev No	1	Status	F	Date	11-23-2009			Cont ID
Sent By				Date	11-23-2009	Time		Rev Time	2.00
Received By	mgonzale			Date	11-23-2009	Time	15:31	Sent To

Notes

***NONE***

Review Stop	ENG-F			ENGINEERING FINAL DRAWING REV
Rev No	1	Status	P	Date	05-26-2010		Cont ID
Sent By	mgonzale			Date	05-26-2010	Time	Rev Time	4.00
Received By	mgonzale			Date	05-26-2010	Time	Sent To

Notes

***NONE***

Review Stop	ENG-M			ENGINEERING MODIFICATION REV
Rev No	1	Status	P	Date	06-01-2010			Cont ID
Sent By	mgonzale			Date	06-01-2010	Time	14:00	Rev Time	48.00
Received By	mgonzale			Date	06-01-2010	Time	13:59	Sent To

Notes

2010-06-01 13:59:54	PRECONSTRUCTION AND FIELDS CONDITIONS WHERE RESOLVED
	THROUGH SITE VISITS AND COORDINATION WITH OTHER
	DEPARTMENTS.

Review Stop	ENG-P			ENGINEERING PLANNING REVIEW
Rev No	2	Status	P	Date	11-12-2009		Cont ID
Sent By	mgonzale			Date	11-12-2009	Time	Rev Time	4.00
Received By	mgonzale			Date	11-12-2009	Time	Sent To

Notes

2010-06-01 13:58:22	KELLY FREEMAN REVIEW THE PLAN FOR PLANING COMMENTS AND
	HE APPROVED.