NL Cypress-CS120228
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George Marshall - RE: Northlake - Cypress Waters - Saintsbury
From: <brad.moss@kimley-horn.com>
To: <gmarshall@coppelltx.gov>
Date: 2/28/2012 6:57 PM
Subject: RE: Northlake - Cypress Waters - Saintsbury
CC:<ASAMANIEGO@coppelltx.gov>, <kevin.hoppers@kimley-horn.com>,
<jonathon.s...
Attachments: ExhibitNEW .pdf
George-
Attached is our revised Traffic Signal Pole exhibit to reflect your comments and some of your suggestions. The
deepening of the foundation base to go under the shallow utilities has not been studied yet structurally, but I
think that might be the better solution to avoid conflicts.
Please review the exhibit and call me if you have any questions. We can get started on the structural design
verification for the pole foundations and then provide you with a final plan.
Thanks!
®
Bradley Moss, PE , LEED AP
(TX, OK, NC)
12700 Park Central Drive
Dallas, Texas 75251
Ph: 972-770-1300 Fax: 972-239-3820
brad.moss@kimley-horn.com
From: George Marshall [mailto:gmarshall@coppelltx.gov]
Sent: Thursday, February 23, 2012 3:47 PM
To: Moss, Brad
Cc: Albert Samaniego
Subject: Northlake - Cypress Waters - Saintsbury
Brad,
I took a quick look at the foundation plan. There seemed to be some missing info like type & size of conduits.
What type of conduit do you expect the contractor to install over the existing? Will they fill this void between
the outside of the ex conduit to the inside of the new conduit? Lack of dimensions. How about showing the
other conduits in relation to the cube? are there any beneath and if so, how much clearance? What is the WL?
If it means a water line then wouldn't it be too shallow?
file://C:\Documents and Settings\radloo\Local Settings\Temp\XPgrpwise\4F4D2386City_of...3/8/2012
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Also, you can probably fit all three foundations on one sheet.
Thank You, George
George Marshall, PE
City of Coppell
Engineering
972-304-3562
file://C:\Documents and Settings\radloo\Local Settings\Temp\XPgrpwise\4F4D2386City_of...3/8/2012
CONC. POLE BASE
2-4" VERIZON PVC PIPE
TOP=515.8±
1" AT&T PVC PIPE EX GROUND
6'-0"
1" VERIZON PVC
4"
PIPE
2-4" VERIZON PVC
P-2
PIPE
15" SANITARY SEWER
VERTICAL BARS & SPIRAL AS SHOWN FOR FDN. TYPE 36
TOP=511.7±
(MODIFY FOR 6' FOUNDATION DEPTH)
P-2
P-3
6' x 6' x 6' FOUNDATION
CITY 12"
CONC. POLE BASE
WATER MAIN
1/2" FIBER CABLE
TOP=520.3±
1 1/2" IRRIGATION PIPE
2-4" AT&T PVC
TOP=520.1±
P-1
TOP=517.4±
6'-0"
EX GROUND
2-4" AT&T
4"
PVC PIPE
2-4" AT&T
PVC PIPE
1 1/2"
IRRIGATION PIPE
4" AT&T
STEEL PIPE
TOP=516.2±
VERTICAL BARS & SPIRAL AS SHOWN FOR FDN. TYPE 36
10 1 1/2" AT&T
12" CITY WATER LINE
(MODIFY FOR 6' FOUNDATION DEPTH)
ABOVENET CABLE
TOP= 512.2±
1/2" FIBER CABLES
TOP=516.5±
(COMPANY
P-1
CONC. POLE BASE
UNKNOWN)
6' x 6' x 6' FOUNDATION
1/2" FIBER CABLE
10-1 1/2" AT&T &
TOP=518.6±
1 1/2" IRRIGATION
PIPE
2-4" PVC AT&T
ABOVENET PVC PIPE
TOP=519.0±
TOP=517.5±
6'-0"
EX GROUND
4" AT&T
STEEL PIPE
4"
P-4
P-5
4" AT&T
10 1 1/2" AT&T
VERTICAL BARS & SPIRAL AS SHOWN FOR FDN. TYPE 36
STEEL PIPE
ABOVENET CABLE
(MODIFY FOR 6' FOUNDATION DEPTH)
TOP=516.0±
TOP=516.0±
NOTES:
P-5
1)UTILITY INFORMATION SHOWN IS BASED ON MARIO SINACOLA FIELD
SURVEY DATED 02/14/2012, INFORMATION FROM SUBCONTRACTOR
6' x 6' x 6' FOUNDATION
DATED 02/28/2012, AND RECORD DRAWINGS.
2)CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL UTILITY
LOCATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION.
3)CONTRACTOR TO COORDINATE FOUNDATION CONSTRUCTION
WITH FRANCHISE UTILITY OWNERS, AND PROVIDE A CONDUIT SLEEVE
1
1 TIMES THE SIZE OF THE EXISTING PIPE/CABLE. THE SLEEVE SHALL BE PVC
2
PIPE WITH EMPTY VOID SPACE BETWEEN OUTER EDGE OF UTILITY AND INNER
EDGE OF PVC SLEEVE.
EX