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EXIST. d WATER LINE (W.L.)
2-- — W $Nf-- --2
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BLOCK 1141
W-
0
P1�PO5ED ! W. L, TO
0_ I
I.R. S.E.
NER LK.114Z
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ALTERNATE "A"
(NOT USED)
\ BASSED WIRE FENCE
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W. V, W� TO B►DG,
LL J
ENLARGED VIEW
NO SCALE
BLOCK 1142
PROPOSED 6
SANITARY c,
J
BENCHMARK:
�-
1978 Adjustment, NGS Elevation 16.921, Brass cap with punchmark.
LPFM No. 34
(�
N
Texas State Plains Coordinate, South Central Zone
f"
Ctl
N. 682, 555. 66, E. 3, 258, 950. 76
NOTE.
v
General: '
Contractor will maintain roadside ditches to
ai original or better condition throughout
Ca
At the intersection of Fairmont Parkway and 16th Street, 11.1 feet
construction of this project.
W
LU
9Street,
west of end of pavement of 16th Street, 53.3 feet from stop sign
Ld
d_
at intersection of westbound lane of Fairmont Parkway and 16th
to
(1
and 62.1 feet from RCP underneath 16th Street.
ILI
M, H. :#2
T. B. M.
R.R. SPIKE IN
P. P.) EL. IG. 9 7'
NOTE:
SEE SITE PLAN SHEET 2
FOR ADD-n8N4NZ 1NFORM�TION.
r—z- 8' EXXON PIPELINES
FND I.R. N.E. CORNER
13LK. IA -FND 3/4 I.R.
CSHELL) Cts.21Ivy-
_
PROPOSED 12' SANITARY SE%v
-Ln 1 �- FND. 2' PIPE
�---PROPOSED M.H.#I
�.
d:
W
-CAI
B
C
I
�
�
y
T WEST ROADWAY
D LET H(PowsL� RV.)
0
A=0.41' B= 1.524c C=0.4G L�
z
1.5�c�s 5,t7c�s 1.56c�s
DRAINAGE
MAC'
FND 5/g l R.
ROAD ROW 77��,
TYP. ROAD WIDTH = IS'
o-Z41 CULVERTS
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L.,
Tio, F;bcv. :1:.r:..::r,;r,;,n is Valid for 1 Year
C •.
"iLni,,,'[:[ NO OPJEC1ION
iN A t ,If � I; Q (1 %10 14H �11
)HE ADO'JE SIGNATURE 001)
FOR ONE I;I YEAR ONIY
NOTE*
TH15 DETAIL 15 TYPICAL. FOR
SEWER LINE INS IALLAMON.
L
_INE
= III-(
5'-6 (TYP.)
E PROPEK
i" W, ONLY)
-- COMPACTED
NATIVE MA'1'E-RIAL
PEO.R+)'MIN.
COMPACTED
BANK SAND
TION
SOUTH PROPERTY LINE
TOP OF PIPE (8 EXXON) a
o t. DITCH (EAST) �
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Q
Q
+
I` N.G. (EAsT)
L
it
I
I I
NORTH PRO
DITCH (WEST)
o
#
N
KT`f LINE
16+I, S't'
—
N.G. (VEST)
7
ReY• NY
41 6 G ��
o,
as
2 OPEN CUT 16+ti ST.
� SACK CL WITH I.5
SACK CEMENT
to STABIL)ZED SgND.
_ --_ Z-8', EXXON
—
�'i h'1 R - -- - --- — - - -- 1.5' MIN.
��
GO EAST 12d - e SAW. SW
ft I.i9' B E -gyp
(PVC SDR35)
S. 29' /NC3rE�Z40
EXCAVATE INSTALL
PIPELI NEDPEERSONNELER I
50 EXXON
R.O.W,
T to � p.0W.
EAST
1
I.
e 0.5y
ebe�
9." • -
..
ER WITHIN EX@
ON OF EXXON,
ICALLL EXXON
I
1
25
20
, `4GO
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0 N
a-
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----Tfs=fN-7z
. @ 0.33 j,
RNATE "N'
USED)
0
SAN. SWR. e 0, 33
AL7ERNATE
,
&' SAN. S
- ALT
, (NO
(WE5-F) i' 4
--- - --- _ 8
G" SERVICE CON
12" STUB - (GOINGT S
A T.
„�i�
- i2 5
o,2% (P
`0
10
ECTION
?+oo
N- SWR.
ERNATE "B')
- -
460
(AL
- 12 SAN. SWR.
RNATE ,•B„)
2qo
S
5
TO
O
H-5
9+00 8+00
7 4-00 6 +00 5 •r 00
STIVER ENGINEERING INC.
Hu 1309-A PEDEN STREET
HOUSTON, TEXAS 77006
(713) 526-U78
I
4t00
Drawn: HRH i 3� 5-6,80REVISED EL, OF i ' LINE @ EXIST M.H.
s•3• REVISED'TO SNOW ALTERNATE 12 U
Approved: I 2-5.5 GENERAL. REVISION
No. Date Revision
FSIe:01
G'+• (JCS
iTuv
Scale
so 0 50 100
S 1 t i 1 1 1 1 1 Horiz. lu = 50t
�j����0 5 10 Vert. I" = S'
r;
Project No. 6812
0 8 .J SERVICE CORPORATION
TRUCK TERMINAL WATER, SANITARY SEWER, 8 STORM p
DRA I NAOE Sheet I Of 8
HLOCK 1142, L-A PORTS, TEXAS
a Date: 8 -13 - 87 Rev.