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817 467 ? ?13
NOV 25 '98 09:14AM WIER & ASSOCIATES P.1i4
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WIER & ASSOCIATES, INC. V
ENGINEERING SURVEYING LAND PLANNING V--e—
4300 BELTWAY PLACE, SUITE 1 30 ARLINGTON, TX 760 - 1097
METRO (81 7)467 -77110 METRO FAX (81 7) 467-771 3 ��z
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Please deliver to the attention of
Name Company Area Code/Number
Martin Ledford
972 -304 -3570
Robert Bibby
Rebcon
Garreth Campbell
City of Coppell
FROM: Ulvs Lane DATE: November 25, 1998
TOTAL # OF PAGES 4 W&A # 94093
[WLUDNIG THIS COVER SHEET]
❑ ORIGINAL WILL FOLLOW VIA: ® ORIGINAL WILL NOT FOLLOW
❑ Regular Mail
❑ Hand Delivery
❑ Overnight
ADDITIONAL MESSAGE:
IF THIS TRANSMISSION IS INCOMPLETE OR UNREADABLE
PLEASE CALL METRO 8171467 -7700 AS SOON AS POSSIBLE
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NOV 25 '98 09 :11AM WIER & ASSOCIATES P.2
MEMORANDUM
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TO: Martin Ledford
FROM: Ulys Lane
DATE: 11 -25 -98
PROJECT: Denton Tap Road; Coppell, Texas
W&A #: 94093
Martin we need the size and spacing of the bottom mat of steel. Also is the top mat
horizontal steel #5 bars at five inch spacing. Please review this detail and provide
comments A.S.A.P. The contractor is trying to tie steel and pour the west bridge over
the deck early next week. We need to confirm these details.
END OF MEMO
4300 Beltway Place, Suite 130 Arlington, Texas 76010 metro (817) 467 -7700
NOV 25 '98 09 :11RM WIER & ASSOCIATES
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MEMORANDUM
P.3
TO: Robert Bibby
FROM: Ulys Lane
DATE: 11 -25 -98
PROJECT: Denton Tap Bridge; Coppell, Texas
W &A #: 94093
We prepared the attached CAD drawing showing the connected bridge median details.
We have not confirmed the bottom mat reinforcing steel size and spacing from Martin
Ledford who is out of town during the Thanksgiving Holiday. We will confirm the bottom
mat reinforcing steel and provide a final detail early next week.
END OF MEMO
Copy to: Martin Ledford
Garreth Campbell
4300 Beltway Place, Suite 130 Arlington, Texas 76010 metro (817) 467 -7700
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GUARD RAIL. S
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41 - 7'
4 '-7'
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35' -10' F/F
1' -0'
1/2' t +0.82 • PAVESTONE
LEVEL UP r 3. 115 O 10' C/C
SAND OR
GROUT 0.02 0 .02% 1 1
�-- CONST. JOINT i
I tk5 BAR O 5' C/C x 4' - 4' .,
BOTH MATS CENTER AT JOINT
i { BOTTOM 6TEFL MAT
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3' -1 1/2'
I 10' -O'
WEST BR 1 D(E BEAMS
8 WEST OR DBE GELD ALIGNMENT
TO CURRE CENTER MEDIAN DETAIL
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DENTON CREEK BRIDGE
SCALE 1/2' =1
-6' CURB
PRECAST DECK ---�
+ DENOTES VERTICAL RELATIONSHIP
TO CONTROL SET ALONG OUTSIDE
CURB LINE OF BRIDGE.
NOTE f
I. CONTRACTOR SHALL PROVIDE
TEMPORARY GUARD RAIL SYSTEM
TO PROTECT TRAFFIC ALONG EAST
SIDE OF NEST BRIDGE DURING
CONSTRUCTION
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MOVE EAST BRIDGE gJ
BEAMS @ 2.33' TO WEST
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