HomeMy WebLinkAboutWWP2700145.6n
CAUTION: High Pressure
Line at this Location
DATUM
N 0. S.
o
w
4 /
0
N
o 0
(� z N w
4- W
rn
Co a
O U
Lu
a
U '
o
2
_co 6"S
rIj
MH 19
6" S
0
w
C-, w
0 Ln
N
z +
a
a
U
a
f
O
7//
O
z
w
W
-15` 6„S
i
L 6.5'
6`S
6"S
w I
ob
w
w
�
H
O
0)
N
M
p6a
�
r
W
703
~
(/6. 4/ J
624
(/9.44)
In
ro
O
z
w
Iw-
6/9
W
In
(20. /a)
I-
(D
�D
00
+
In
4-
6`S
6" S
6`S
T
T
ALLEY 1 �g" N O T M{ 18 O P E N
6` S 6" S
0
O
U) w
w
W ~
w
I- cD
N L
OD +
In
708 /( /7.8/
-- —4 —
490 wo 12T-ff
Z
(/,a�
ld)
O
O
Z
w
�
5/9
1,1
(/69z)
(603
OIL MAT ROADWAY
w
F-
(18.40')
O
+
IRREGULAR WIDTH
Io
w0
�
o
wz
OCC)
c\j
O
Z
w
Q
co
+w
co
6" S r 6" S 6" S 66 " S `S
T /
\-"B" LINE 1 M-I 17-,/T ALLEY NOT OPEN \-11B11 LINEI 8
6`S 6 S 6'' S 6" S 6"S 6"S 6"S
6 0 60, O
U) ( 0
row w U)i 0 �w co
0
+ w w a w
cD E- w w F- o w
Ir- U w U
~ 506 ~
O+ � w 5.5`�� O w (/8. 70
061j6�) +- 00 F- 00
~
00 5/6 14-0
+� r/3./41 In -
co \mil/ o_
0
503
(20.58')
WIw
so w C LINE 1 �e1�pv1( �vH 70
�t si i� �� t — + — a9
B & C LINES �,� 15 L�,
PLAN "C" LINE
SCALE- I " = 40'
6" S
RAYMOND
SENECA
M-i 19
6``S 1
(/8. 96 )
6" S
6"S
6"S
0
0
w
w
w
1--
U-1
1--
4-
r�
4-
N
W 14 OIL MAT ROADWAY
IRREGULAR WIDTH
W 16
STA. "B" 12+43
STA. "B" 2177.60 M1 18 EXISTING PROFILE NH 17
STA."B" 5+59.65 STA, g 8+42.35
STA. "C'' 0+00
OLYMPIC PIPELINE
APPROX. LOCATION. ( 400` - 8" CONC. PIPE S = O.4
. PIPE S - 0.2 2 % 28 2� - 8" CONC. PIPE S = 0.4 2%
280 ' - 8" CONCO
INV. 7.26 INV. 7.87\—INV. 7.87'
DATUM
N.O.S.
INV. 9.02 �--)
If BLINE
STA.''C'' 0+00 =
STA."B" 8 +42.35
20`—
14 - 8" CONC. PIPE S = 0.37
10`
INV. 9.02
SENECA
W 15
STA. "C" 1 + 45
EXISTING PROFILE
i
I
1 270 ` - 8" CONC. PIPE S = 0.45 %
-
INV. 9.14' INV 9.6g- / INV. 9.77'
01—
PROFILE
SCALE-. HORIZ. 11�= 40'
VERT. II' = 10'
itC11 LINE
INV 10.89-
M-I 14
STA. "C" 4-i 19.65
INV. 10.76
15'
— 20'
R N
v
n
*NOTE*
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
S - ) q5
EARLINGTON GARDENS
SANITARY SEWER PROJECT
B 11 C 11 LINES
R.E. JENSEN NOV. 15, 1972
G. NISHIMURA
AS SHOWN
B.A.P.
63x.,t�e 5 7