TEXAS EASTERN TRANSMISSION CORPORATION - VOL J, PAGE 350h ! j .......
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CROSSING
NO.
ROAD
CROSSING
SURFACE
CASING
FOOTAGE
SPEC'S
APPROXIUTE LOCATICK
1
STATE 185
BLACKTOP
236'
B
1.2 MI. NORTH'ti-ESTERLY FROM SEADRIFT
2
COUNTY
SHELL
80'
A
0.5 MI. SOUTHERLY FROM JUNCTION STATE HWY 238
3
COUNTY
SHELL
101'
A
1.7 MI. SOUTHEASTERLY FROM JUNCTION STATE HWY 238
4
STATE 1289
BLACKTOP
112'
B
2.5 MI. SOUTHEASTERLY FROM JUNCTION STATE HWY 238
5
STATE 316
BLACKTOP
196'
B
3.3 MI, SOUTHEASTERLY FROM JUNCTION STATE H'1NY 238
6
COUNTY
SHELL
63'
A
1.6 MI. NORTHWESTERLY FROM JUNCTION STATE H'uNY 316
7
STATE 172
BLACKTOP
125'
B
2.8 MI. NORTHERLY FROM OLIVIA
8
COUNTY
BLACKTOP
75'
A
1.9 MI. NORTHERLY FROM STATE HIVY 159
9
COUNTY
SHELL
91'
A
1.2 MI. EASThRLY FROM STATE Hiff 172
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PROPOSED PIPELINE
((r� PROPOSED HIGHWAY -CROSSING-
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- PROPOSED COUNTY ROAD CROISING
PIPE, SPECIFICATIONS
IIAII 3011 O.D. x 37511 W. T , 118.65 , 5 L X52
IBII 3011 O.D. x 4691 W.T., 147.84, 5LX52
CASING 36" O.D. STEEL PIPE r
TEXAS
EASTERN TRANSMISSION CORPORATION
ENGINEERING DEPARTMENT - SHREVEPORT, LOUISIANA
PROPOSED ROAD CROSSINGS
Z
.CALHOUN COUNTY TEXAS
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> 30" Mc ALLEN - VIDOR LINE
W
DRAWN BY S. EH. DATE APPROVED BY DATE
CHECKED BY
DATE
APPROVED BY
DATE
APPROVED BY.J/,8
DATE j -,S - S�j
DATE
APPROVED BY --------
�4�`� b - �CHIE ENGINEER
W
°
APPROVED BY
W0. 4382
SCALE ifs = 2 Miles
TD -8-8208
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SHEET I OF I