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THESE DRAWINGS
ARE REFERENCED
TO THE TEXAS STATE
PLANE
3
COORDINATES, S.C.
ZONE AND
ARE BASED ON THE FOLL❑
ING
Q
Li
CITY OF LAPORTE
MONUMENTS,
W
PSM #39 L
Lil
A
N=682,121.21
o
E=3,250,441,85
ri
Lli
ELEV,= 18.96 (1978
ADJ.)
LA
Ld
o
N=682,100.73
J
Lli
z
E=324620.648U978
N
V
ST +00
¢
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EL�Y.
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F-
WAREHOUSE
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EURECAT
BLDG.
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~
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60.55
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6`l D
GUY POLE
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ion of 8'Ca „„n =
io.9a
RNER CABLE
y
T.B.M.
NAIL
I4NATURAL
AQX S
P.
POLE C 2 i>
EL
4(,SD
ABLER
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4
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. 18.30
R. RPOLE
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-
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NG
1
95
G
. .
7
48' CM P IC 13 9 48' CM
IL 13.94
FL 13.50
_ _
12.99
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FL 13.60
W 13.22'11
W 13 63
�W 112 73
W 13 05
19.
1
-
-
-
- i
16 - 4'x2'
TWO. PLUG
LOW VALVE i
.00 -
-
-
- 17.50
- -
-
- 1
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- ROAD STA.W.0+.50
- -
+
-
4' GATE a
�,
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STA,W.0+60
.
NAIL
. 17.91.
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ATE VALVE
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----
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4PRPPQSED
8x8x4
1
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IRON ROD
MONITOR WELL
1510
1
.10
•1
.50
PROPOSED 15.
3 CONCRETE
8' POTABLE
RED.
TEE
WOOD
STA.N.15+26:10
9.30
STA.N.15+02,80
STA.W.0+97,00
MONITOR WELL
8' POTABLE
SPOIL
(REMOVE
WATER LINE
STA-W. 94+00
ELA 14 94
'
STA.N.11+62.25.
STA,W,1+05
WATER LINE
AS REQ'D.>
•'AREA
6793
N.9129.
-
STA.W. 94+00'
E. 3249593.98
%/ DA 4 "C-4co /2.30
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•
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- - -
--- ��-
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PRQPOSED 8' P.V.C.
WATER LINE, C-900
EL 8.00'
T
t
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IAvv RD C. NICHOLS, JR. P j 1
1„J
ley:
�
Np
E`FQR'CONSTR_.GTION
DATE
6/B/95
APPBY
H.C.N.
No.
R6v9m0m
DATE
AWZY
r
ter-ERENce oRawlNc�s cuENT�
NOBEL
FOR COMPLETE LISTING
FROM STA. N. 34+00' TO N. 21+00' LOCATIC?N: LAPORTE, TEXAS
FROM STA. N. 10+00' TO S. 2+00' DRAWN BY, DATE CML/BTAUC.= DATE PROD. ENG.- DATE
M. CLARK 5/29/95 D. NEWMAN 6/7/95
A
•��•-
STUBBS OVERBECK & ASSOCIATES INC
ENQINEERS - CONSULTANTS - ARCHTECTS
HOUSTON-- CORPUS CHRIST] - FREEPORT - BEAUMONT - SULPHUR, LA.
cu�Nr NUMBERREF-CHEM/AKZO
a�cK
He
PLC
S.O.A. JOB' NO.
1551 G4
H5104CV2
'
' ISSUE'FOR CITY APPROVAL/CONSTRUCTION
��c
6/26/95
H.C.N.
R V A FUTURE SERVICE LINE FOR EURECAT
SMc
8/8/95
H.C.N.
H5104CV4
POTABLE WATER LINE - 1995l
PLAN & PROFILE' CONTINUE
FROM STA. N. 21.+00' TO N. 10+00'
CH OPED OY
DESIGN, BY:
6/6/95
MECH./PIPING=
PRO.1, tM aRS
6/7/95
DRAWING NO. ReV,
H5104CV3 2
ELEC./INSTR, CUENT APP.,
D. HORNBERGER
6/7/95
m
0
0
IH.
CULVEP,T I8' RCP
STA,N.6+20.30
STA•E.1+53.40
FL 12,66
16.55
+
`D
z
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>
NOTE:
d
�
w
U
THE DRAWINGS ARE RE ERENCED T❑ THE TEXAS STA E PLANE
ARE BASED ON THE FULL WING
F/ 8' STEE
d'
COORDINATES, S.C. ZONE ND
STA N.6+15 IE
O
CITY OF LAPORTE MONUM NTS!
STA E.1+25.00
r
LPSM #39-
OL, STA.E.1+40. 1197
- 16.67 -
.5 +
6.57
16.54____
N=682,121.21
C L. STA.E.1+28• -
- -
U`
E=3,250,441.85
ELEV.= 18.96 (1978 ADJ.)
S CH PAD III xl
7.6W SQ.
0 17.551
N
om
zz
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0 0
6
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LPSM #41 SUB TATION 1 17."
N=682,100.73 `r I BM STA N.5+61.03
E=3,246,998.48 11.75' STA E.0+40.89
W ELEV.= 20.64 (19781 ADJ•) ELE . 17.11
CUL ERT 18' RCP N.6 8190.55
U) STA N.6+20.36 I 324 776.15
LTA 09 16.00 1 17.72
W
J AKZO g 6.95
E GE OF PVMT. 16,99 p MT
GUY POLE PVMT 1 17.10
_ i v of �,nc = il. $ E GE OF PVMT!r' 17.02
+ �D I STA.E.0+20 p MT
FL NA URAL GAS Zr!'.s,A'A /,�v 16.98
U BU L PEN LOOKING EAST z
1- W. 12,75 MA KER NATURAL GAS P/LD ¢ I STA•N.6+15 40 L
Q FENC STA•N.8+07 15.69 STA.E.0+08.49 F NCE
GATE
CONC. G +M + + + + + + +
R.O.W. DRIVE + + + + + + + + + 15.48
+ + + + + + A
P LE F/W VALVE
6+1
PHONE CABLE / STA. •0+01.61 STA•E.8 STA •N,6+15.20
17,19 TA.W.0+86.85 STA.W.0+85.7 STA.N•7+88 STA, .0+03.50
FLE.127 ISIGN 11.97 FL11.18 - - --
W.12.6 1 .95
-ROAD - p
4" GATES I q� /� 48' MP !6/y1 �L n6?o.,v= r1.3.i
o VALVE
EL •M N �IL91 7 3i,o ➢RI ELT + -� 13.80 12 16. 0
_ Rip,
1 X53 1 68 + N wry 13. 8
4_ R.D.W.
1 .63_- - '-=___--- 8x8x4 16.8 .9
-- -''• 6J3 • RED. TEE 13.85 C� Al
tc i of+ B3J"
R.O.W. 1 .50
17.38 MONITOR WELL 2" BLOW OFF 'aP r eAs,r/6 ll_� r a_
PROPOSED MONITOR WELL 16.92 STA.N.7+76.75 VALVE
STA.N•9+36.92 STA.W.1+09.02 %OF cv r�vE 11,3D
8" POTABLE STA.W.1+06.23 8" GATE
WATER LINE VALVE
STA.W. 94+0
ASPHALT
PARKING AREA
0
0 0
p o �+ 0
0 0 + %D Z
0 0 + Z Q
z
o Z ¢ ¢ N
NO. REVISX>M
0 ISSUE FOR CONSTRUCTION
1 ISSUE FOR CITY APPROVAL/0
2 SHOWED EXIST. U/G LINES
SOA-D -
DATE APPZY I NO.
i 8 95 H.C•N•
i 6/95 H.C.N.
a�
EXIST. ti
ETHYLENE -_
LINE----*,o
STA.E,2+00
NOTE
AKZO PLANT ELEV'S.
ARE 3.87' HIGHER THAN R.R. TP.A KS
CITY'OF LAPORTE ELEV'S.
SHOWN
STA.E,1+00 ! -__
,,..�
STA.N•3+08.74
STA.E.0+40,89
N. 677.939.00
E. 3249787.35
STA.N.2+90
STA,E.0+40.89
CONCRETE CONCRETE
DRIVE DRIVE
VENTS W/GATE RA•W•
�• -GAT 17.12 FENCE 15.90
FENCE 15.9 1 .10 48' RCP NATURAL GAS N
• P.POLE 1 .63 12.70 t9.88
7 E 10.18
LE.11.24 6' RCP I�E,11.18 ILE.10.6 6' RCP 9.90 ROAD - -
W.11.08 Wjl.4' BAY PARK - - -
W•11.18 17.89 - 17_88 - - STA•W•0±61
117.77 - - - -
46' CMP 36' CMP 'F'
1.5 t12.38 _. -Q1.78 MARKER N. RAIL N. RAI ETHYLENE P/L
I�11.4 16.50 (D 18.08 18.10
R.O,W.
4- + + + + PHONE CABLE
16.30 16,17
"II 17.13 VENTS** 15.77
-P ONE LI[3HT CONCRETE LIGH
POLE
MARKER PG E OUTFALL
STA.N. 2+90' w
U
STA. W. 0+60' z
w
w
PARKING &
OFFICE AREA
�. +
0o +
0 0
0 0 +
----- o 0 + o Eli
CD ++ o+ N Z Q F¢--
-d M Z N N
Z
1 N
PLAN _
V \
DOUBLE BACK
FLOW PREVENTERS
SEE Ltc46L �)t'SclL,PT,D /176715 t 6n�✓Df/
2,4"0 GATE VALVES
WATER 2,4" GATE
METER WATER METER VALVES
N. 678264.47
2" INSULATION E. 3249737.93678252.48
ABOVE GROUND & - -- N. 3249738.4
E. 3249738.46
GROUND -r --
STA•E.0+00
StA.W.1
J STA.W.2
EXIST. 4" o
i N. 678249.72
NATURAL GAS N. 678264.20 iD E. 3249732.58
LINEE. 3249731.94
2
DBL. BACK FLOW
- - - - - - - PREVENTERS
65 L.F. - 4" WATER LINE ENCASED IN A
8" WELDED STEEL PIPE W/ 0.322" WALL CASING 2 WIDE GATES
PLACE.
PIPE BORED & JACKED IN
AIL
HAViARD C. NICHOLS, JR.
SECTION
Al. cn
ui
J
�'Ac1r`
DATE APP.BYLNiAWNG
REFERENCE DRAVVINC38
FOR COMPLETE LIS77NO
H5104CV3 STA, N. 21+00' TO N• 10+00,
AV _ UILI
O
CLIENT: REF - C H E M /A K Z O N O B E L STUBBS, OVERBECK & ASSOCIATES, INC. CLIENT NUMBER M
* c�
LOCATION= LAPORTE, TEXAS ' 'ENN394SEPS - CONSULTANTS - AROWE-CTS s.o.A. JOB NO.
HOUSTON - CORPUS CHRISTI - FREEPORT - BEAUMONT - SULPHUR, LA. 155104 p
DRAWN BY, DATE CML/STRUC.z DATE PROJ. ENO.= DATE
M. CLARK 5-30-95 D. NEWMAN 6/7/95 POTABLE WATER LINE -1995 SCALE= 1"=40'-0"
CHECKED BY MECH./PIPINCa' PROD. MOiR.= J.L. COPELAND 6/6/95 H.C. NICHOLS 6/7/95 PLAN & PROFILE TO R.R. TRACKS DRA%MNQ NO
DESK3I14 BYl ELEC./INSTR., CLIENT APP.t FROM STA. N. 10 + 0 0' TO STA. S . 2 + 0 0' G`
D. HORNBERGER 6/7/95 H5104CV4 2
6
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-_
W/L GHT
BOX
+
8`
GAS LINE
I
P.POLE
P.POLE GUY P.P
x E
18.03
P.POLE
24' CMP
P.POLE
CABLE
P.POLE
JUN
TION' P.POLE
ASPHALT
FL 15,42
L15.24
STA,N46+58.
I[16,61
t t
•
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t t
18.23
•
,
O
MARKER
BOX
O
DRIVE
FL15.42
L15.19 -
" �� EVER
18.
8
t t t t
f tO t t t
t t t t t
t t I t t
t t t t 16,79
t O t t t
t t t t { 16.59
•
t t t
t t T
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i[15.63
IC 15.55
t
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F-
XjST. rn
T20.26
I
IIII
18.63
x
TELEPHONE 16,41
16.22
t CABLE
18.32'
3
I
GRAVEL
STA,38+90
VACANT I 21
1
20.63x- 20.0
1
1 1
20.07 19
I illlllll
111
III I
3'-7o'r 4 CasrAc. T
2' ENTER LrN��
DR.
PRIVATE - _
-
- -- Nf - I--'
-
- - 19.85
-
BAY PARK 19.60
19.31
-4
PROPERTY 7b� 2
84
-
STA.W.0+60
- - -
- -
- - -
t
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- -
- -19.50
R4662 I
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in
v
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(U 21.3
15,
I (III II I
6' SEWER o
a
LINE
4
15.81
CoCC,
LIGHT POLESTA,N38
6 18.71 e
X
V
a
p,%(,
17.75' 18.39
15.22
I
5.85
II III II
M
rn
DR 16 36
8 60 15.6 9
3180 LEFT
N NC.
`V
CDR.
15.79
_
6.13
682282,44 = - = 28
- --
3a49-
--
3- _ _ _- _ _
---- - ---
_
__ - - -
i 24 =
- - -
- - -
---L'�
----
-
-1� --_
0-- L - J-
-
t`�
1,
= =- - -
16.
- - - - - -
`%
_ 188
------jjjjjj
------1
4 --- -I851_-
---- -----
17,71 I
17,73
LE E
LINE
12x8 8'I GATE
1
1EI.95 t
8
Oi
2' GAS 19.21
18.36
(
STA,WT 947 O00'
R.� W. (U
I. TEE V LVE
15.37 .15.63
1�.49
I rE ai t
Ten
So"
i
{
LINE
I
CULVERTS 24' RCP
2' G TE Noaru a cased
/Al_V
I I
PROPOS
8' POTABLE
D
ULVERTS 24' RCP T.B.M.
G
NAIL
S VALVE STA, N3
+78 STA. N37+41
U
I
HEADWALL FOR FOURI
I t
WATER
LINE
TA.N40+59.30
S
A.N38+40 ( STA.38+
❑ 21.50' LEFT STA.38+00 2.90'
LEFT
RDP PIPES
STA.N45+45.00 STA.N45
2
I I
20 I I t
STA.W. 94+00'
4' LEFT IL ELE
19.41 3
.80 LEFT FL 15.64
1
F 15.39
L
T,B.M,
-NAIL p
M
19.85
15.85' LEFTF 15.70' LFT
� I
IRON
ROD
16.10 STA.N4
+23
ELEV
19,35 � '
pEA 12' I
W/5' APRON
STAN.
4411,019'
24' LEFT
I
BLE WATER
I
STA.W.
98,889'
I[ 16,21.
_
S A,N46+60 I
T,B.M. XF HEADWALL
I I
t
EL.
17.42'
17.? 5
ELEV. 20.28'
( I
N.
Lo
PH❑NEI /
182030.55
E.
249465.16
17.86 15.99
20.841CABLFI-/
STA.W.2+00
31
I 31 E
XON PIPE LINE
50'
N❑TE•
W
w I
�J3 cou1.. BAY
"10"
THESE DRAWINGS ARE REFERENCED
TO THE TEXAS STATE
PLANE
CBSL CORP.
PKNG. & BLDG.
�/ ❑ CJ D E D
AREA w
ORT CORRIDOR
w
cn
h I¢
ARRIS COUNTY
COORDINATES, S.C, ZONE AND
ARE BASED ON THE FOLLOWING
3
<1
F- f= 3
Xl¢ Xld
SURVEY 9180
SHT. 11 OF 13
CITY OF LAPORTE MONUMENTS:
Ld
z
z
17�
FAIRMONT PKWY.
w ti w
I I
LPSM #39
R.O.W. 250'
._ J_
N=682,121.21
E=3,250,441.85
I
I
w
ELEV.= 18,96 (1978 ADJ.
_
LPSM #41:
U
17.91 I
16.11
20.71
N=682,100.73
E=3,246,998.48
F-.
STA.W.3+00
11FtJ %2E 4jm?07J7 _ k"vin
nrT LoueTEv, 6) "Noa741 n6
AI7 LW6� �
W-IN49t12� --IRON ROD
ELEV.= 20.64 (1978 ADJ.
:NV. FL.' N. 4659,097'
W. 323.511'
GAS EL. 17.94
N. 682268.35
+ ( E. 3249229.75
t
t\ �u CULVERT T.B.M. X❑ TO CULVERT o
0
0
0
X13 O I[ 15.76o ELEV. 18.20 +
+
o
0
0
0
0
0
0
wlc � In
d
rn
n
r +
+
+
+
+
+
c`•)
('�l
cw
M
Z
Z
Z Z
Z
Z
Z
SHOP
�'
to
v,
rn
v, rn
rn
rn
rn
rn
ti
NOTE,
PLAN
1, ALL PIPE CASINGS TO
BE SCH. 40 STEEL PIPE.
xiaZ 42.asinve; Zxwwn.rL R % a "
2. VENT AND SEAL EACH
END ❑F CASING. I
N.
M -
Z
F..
STA.W.4+00
-
5. U, L11VIC-SLHL ASSEM13LT BY IHUNULKLML
0
0
0
0
o
p
0
0
-- o
CORPORATION .OR EQUAL. o
+
+
+
�_+
+
+
+
+
.
4. ALL THRUST BLOCKS TO -BE PER CITY ❑F LAPORTE STD. WATER MAIN DETAILS,
`t
't
`�
d
M
co+
�+
& PLACED AT ALL VERT. & HORIZ. TURNS & AT ALL VALVES (MIN.) rn
z
__ a o b ._ -z
F-
+ + +
EL. 22.00'
!n
to
N
In
to
rn
(n
(n
rn
rj M M N
Slo D
d�
o
~
EL. 20.OD'
24'0 RCP
w
to
tr
.�
w
CULVERT
EL. 18. 0
C3
(BEYOND)
GAS
LINE z
a
CULVERT
:1
`
EL. 16.00'
(BEYOND) '
f
.1
o
h
_
o
>_
- -
GAS LINE
- T
CULVERT
EL. 14.00'
- - -
_
(BEYOND)
---
__
_ _
--"
_
2
Q
--_-__
L. 12.
1 40'
PLOTTED
FROM
10'-0 • MIN.
0.00'
FIELD
PROBING
PROPOSED 8' P.V.C.
WATER LINE,
C-900
S.S.
po
1
L
EL. 8.00'
PLOTTED FROM
45 L.F. - 8' WATER LINE ENCASED IN A
yr4�" '-`ti
•'
EL. 6.0 '
110 L.F. - 8' WATER LINE
EXIST, DWG'S.
3 r �Nf'ASED IN A
0
12' WELDED STEEL PIPE W/ 0.375' WALL CASING
PIPE BORED & JACKED IN PLACE.
•f�
�. :�
......„.„„.t ,
HAWAkD C NICHOLS Jlt
ENCASED IN A 12' WELDED
situ rlrt W i U-10.
WALL CASING PIPE BORED
& JACKED IN PLACE
. �
JO. 1191EV!113K JB
0 ISSUE FOR CONSTRUCTION
I ISSUE FOR CITY APPROVAL/CONSTRUCTION
2 REVISED WATER LINE ROUTING
3 REV,`W/L ROUTING TO MAINTAIN 2' MIN. COVER
'175 L.F. - 8'�l PTP�5' WALL
12' WELDED PLACE.
CASING PIPE BORED & JACKED IN
n.
DATE APP NC. FIEVISKX49
.)/8/95 H.C.N.
i/26/95 H.C.N.
;/28/951 H.C:N
3/13/951 H.C.N
7
45 ED IN A lfi
OSPIPE
75' WALLL.F. - 8 WATER LINE ENCAS
OIL
LONGITUDINAL CROSS SECTION
C
PIPE BORED &JACKEDN PLACE.n
I �"�;+`��CE',• „?-�'
rsnL
REFERENCE DRAWINOS CLIENTS CLIENT NUMBER
FOR COMPLETE LtsnNG REF- C H E M /A K Z 0 NOBLE STUBBS, OVERBECK & ASSOCIATES, INC. * Q
LOCATION, A ENGINEERS -_ CONSULTANTS - ARCHITECTS S.OA .SOB NO.
H5104CV2 FROM STA. N. 34+00' TO N. 21+00' ENGINEERS TEXAS s� HOUSTON - CORPUS CHRIS11 - FREEPORT - BEAUMONT`- SULPHUR. LA. o
155104
H5104CV3 FROM STA. N. 21+00' TO N. 10+00' DRAWN BY: DATE CML/STRUC! DATE PROD. ENCL. DATE _ 1
H5104CV4 FROM STA. N. 10+00' TO S. 2+00' M. (LARK 5-25-95 D. NEWMAN 6/7/95 POTABLE WATER LINE - 1995
CHECKED BY MECHJPIPINC+O.1 Mom' PLAN & PROFILE
FROM TIE -- I N�
J.L. COPELAND 6/5/95 H.C. NICHOLS 6/7/95 DRAWIP' NC7 ,. [v
DEsK3N BY; ELEcJINSTR.t CLIENT APP.: F R O M STA . N. 4?+ 0 O T 0 STA. N. 3 4+ O O
D. HORNBERGER 6/7/95 H 5 r� 4 C V 1 3 �'
o a
4'_ 6" MIN.
_I
_
Z
2
j Tat
li
• d y f M
PLAN
a wQ
(USE /y�HANICAL JOINT FITTINGSI
0
LL
N
90° (114) BEND
(USE MECHANICAL JOINT FITTINGS)
22i2 OR 450 (,) HORIZONTAL BEND
(USE MECHANICAL JOINT FITTINGS)
E,:CP VrAY
Q
0
TEE
JusFMECHANICAL JOINT FITTINGS)
CR__
( USE MECHANICAL JOINT FITTINGS)
TYPICAL THRUS BL
NO SALE
tw PACTEO
3GCKFILL _....
W YE
--------- -----
- _ (USE_MECHANICAt JOINT F/TTlN6'SI_ __
450 ('M VERTICAL_ BEND
(USE MECHANICAL ✓0llV; FITTINGS)
In
�EcroN 'n-A
ryII
(USE MECHANICAL JOIN TfITTINGS) SECTION OO o0 n_O
(USE MECHANICAL JOINT f7TTlNGSI
BLOCKING FOR GATE VALVES
E, 8 LARGE
I
i
I
i 5FT VALE IN
CF'MENr �,%,CUT
COMPACTEE _ ,---PRECAST CvIaCREtE PAD
EA-KFILL '.� =•1 • 4 WATER MA/h
I
3" THRU 6" VALVES 1'-3" S0._--�
8" THRU 14" VALVES 1'-6"SO.
BLOCKING_ VALVES
.4" 8 SMALLER
(USE,NECHA1VXAL ✓DINT FITTINGS)
BLOW OFF DETAIL
(USE MECHAN'..
cAL ✓"o,". T FI TT/NGS )
i 1
VALVE BOX J
T-A-0-PIECE SCREW TYPE
i
NATURAL GROUND f.
U W y
NATURAL 8AC`KFILL
2
_o 6"MIN. • 6"I4IK
.. -,;ATER MAIN
6" FULL WRAP tl -
BANK SAND BEDDING " '1
BEDDING CROSS SECTION 1
U'l L
I
A�,Smu
:g
.� CITY of. LA P RTEP
.-STANDaRD WATER MAIN DETAILS:
IO
NC. SCALE: NONE SHEET '`
/4
APP40� E D' DATE : // 0 8e OF _...