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a, ALIGNMENTS 'B' AND 'D' ARE IDENTICAL
n IN THIS AREA (EXCEPT STATION NUMBERS)
+
L
A' STA. 2 +44.46, 9.00' RT. o
B STA. 15 +41.45, 9:20' RT.
'C' STA. 22 +32.23, 22.13' RT.
'D' STA. 32 +41.31, 9.76' LT. M 'B' STA. 13 +49.95, 23.58'' RT.
- 12" TEE (FL), 2 - 12" G.V. (FLxMJ) ¢ D' STA. 3'4 +34.21, 8.28' RT.
1 - 12° SLEEVE, 1 - 12' VERT. CROSS (MJ)
2 - 12° PLUGS (MJ), TOP PLUG W /2° TAP AND MJ PLUG 1n 3 - 10" TEE (FLxMJ
1 - TEMP 12" PLUG W /2' TAP & BLOW -OFF ASSY. ( )
BLOCK BLOCK
g' STA: 14 +73:26. 23.58' RT
'B' STA. 14 +95.39, 1.44' RT 80 2 LF 10"
N 'D' STA. 33 +07.01, 23.58' LT.
rn 'D' STA. 32 +84.88, 1.44' LT. D.I. - CL 52 29.6 LF 10"
w Lo, - 10° 45' -
z ,�, - 1 - 10" 45 _ __ D.I. - CL 52 � 'B' STA. 12 +43.94, 9.80' RT.
J + ', BEND MJ BEND (MJ) 1 D.I. - LF 1 2 1 - 10" 45'
( ) BLOCK . - CL. 52 - -
_ BLOC -
/ R
BEND
- -. -- -- ._.... _ ... . .... .. ... .. _. _. .. 19
BLOCK
a n
D.I. 51 "
CL0
_O., S 0 -- - - -- -- -- --- - -...\ EXISTING GROUND.
z 0g1'3 -
a / LF - -
PROPOSED GROUND
31 .3
x D.I. - CL- 52- -.
F
B' STA: 12 +69.70, 5.00' :RT_
216.3 LF 10"
1 - 10 "x6" TEE (MJxFL) D.I. - CL. 52
-- - -- ..271 LF 10° 6" G.V. (FLxMJ
15 : -:. _ __ _.____ _ - - -- - - - -' -- 5-1/4" 1 M V.O. F.H. ASSY. \ -
14..5 LF 12" D I - CL 52 -
(MJ)
_ - � BLOCK - - - - �
�TO 1071 uE CROSS - �F
- B' S 12+16.68_12.49' RT. O
` 2 - 10 71 PLUGS MJ 'B' STA. 13 +49.95, 5!00' RTl , Ip \
P PLUG, W 2" TAP AND MJI.PLUG 'D' STA.134 +21.34, 16.141' RT. 1 10 45' LC \
BLOCK MP. 10" PLUG W 2" TAP & -OFF ASSY. 1. 10" 90'1 BEND MJ D (MJ) S 'B1 STA. 10 +04.00, 10.00' RT:
/ B' STA. 13 +59.95, 23.98' LT. BLOCK (' ) B'BLOCK' �1q9 'TALBOT' ISTA. 118 +39.95, 400 RT.
- - -- - -- -- -- -- -- _ _ .__. _._
, _ � 1' - 12 "x1 "0° WET T,SPPING`TEE- (MJxFL) - - ' 170
D -STA. 34 +05.85, -31�J8 �R'F
ALLOW ENOUGH ROOM FOR FUTURE CONNECTION SSMH',:NO. 4, 48 "' ! - 'B' STA_ 12 +15.98, 1.70' RT. - 1 - 10" TAPPING VALVE : - (FLxMJ)
THROUGH 12 °x10" REDUCER MJxFL & 10" 1, G.V. FLxMJ 10' MIN. RIM
E. = 18fi 24 SSMRIM N= 38,34 4 \ \ 1 -(10" SLEE`JE (MJ) J
( ) (FLxMJ) \ \ 1 - BLOCK VERT. CROSS MJ
E. - 176':04
BLOCK SEE CONNECTION d
'B' _._- . DETAIL, -SH, 30)_ _
- STA. 11 +49.36 � �3q8
�1
SSMH:'' NO. 2, 48" <F
RIM = 173.03 BAV. I
0 1
I.E. = 166.03
��.... ._. I 16
15 +00 - 14 +00 13 +00 -12 +00 .
PROFILE — ALIGNMENT H r EXIST. 12"
SCALE: 1" = zo' (H.), 1" = s <v -)
\� -, WATER
.d. ALIGNMENTS 'B' AND 'C' ARE IDENTICAL
'B' STA. 17 +28.49, 23.58' RT IN THIS AREA (EXCEPT STATION NUMBERS) N
'C' STA. 24 +04.81, 8.28' LT. oD cv
1 - 12" TEE (FL) +
3 - 12" G.V. (FLxMJ)
BLOCK a
EXISTING GROUND
PROPOSED GROUND \
i
'B' STA. 18 +08.72, 5.00' RT.
1 - 12 "x6" TEE (FL)
1 - 12" UNIV. FLG. ADAPTER
1 - 6" G.V. (FLxMJ)
a I 1 - 5-1/4" M. V.O.
F.H. ASSY.
ISO I _ 1 - 12" VERT. CROSS
( (FUMIJxMJxMJ)
3 - 12" PLUGS (MJ)
TOP PLUG W /2" TAP
& 2" PLUG (MJ)
i
2 - BLOCKS
z
ni .. 170 ... -_ .. - - -.1_- 5 -1/_4_ M.V.O_ F:H. ASSY....... __._.. .__ __..__ .__.
ii-
'BLOCK 16 +00 z
'A' STA 80 . 2 +19.03, 2.50' LT.
'B'I STA 15 +55. 14.671 LT.
r' 'C' STA! 22 +19.42 10 57j LT.
a
m, o, D,' STA 1 32 +18 OS 3 971 LT.
- SSMH NO 11 1 48"
__80.2_LF 12 °_
H in
in
D.I. - CL. 52
'B' STA. 15 +83.45, 2.21' RT.
-
'C' STA. 22 +55.88, 2.21` RT.
-
1 - 12° 45' BEND (MJ)
_
BLOCK
L II
ExclrxES 1004
STMP xor Iwo " En o rzo
'B' STA. 17 +28.49, 5.00' RT.
123.3 LF 10" D.I. - CL. 52
'C' STA. 23 +92.34, 16.41' LT. J
D.I. - CL 52
1 - 12" 90' -BEND (MJ)
. . _ .. _. -.._ . . -; __., -• __ _ .
BLOCK
'B' STA. 17 +18.49, 24.00' LT.
'C'
X60.5
STA. 23 +76.45, 32.00' LT.
CF 8„ g _
SSMH N0. 12, 48°
RIM = 195.76
I.E. = 186.64
PVC
S--o.
B' STA. 16 +05.20 23:59' - -RT
N
'C' STA. 22 +77.63, 23.59' RT.
1 - 12" 45.v
+
220 LF 12" +
- - OCK' D.I. - CL 52
BLOCK
F -'
'B' STA. 15 +61.74, 10.20' RT. c.
'C' STA. 22 +39.18, 11.89' RT.
1 - 12 "x6" TEE (MJxFL)
1 6" G.V. (FLxMJ)
RIM 181188
I.E. = 17141.88
'7 +00
PROFILE — ALIGNMENT 'B'
SCALE: 1" __..20 (H-), 1" 5'. ..(V )..._ .... . -.. -.. _.... ..... _. -__ .-
5 _ X11 01
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11 726 AUBURN 1 WAY IN
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RECOMMENDED'
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FOIR APPR VAL
BY 2
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OFF yf 1325 II 1 I
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ExclrxES 1004
STMP xor Iwo " En o rzo
kLEY— MORROW— POBLETE, INC.
11 726 AUBURN 1 WAY IN
AUBURN! WASHINGTON 98002
(253) 333 - 22001= FAX (253) 333-2206,
ENGINEERING - SURVEYING
LAND PLANNI,NG,.
aked
cru uucn YOQ 12 2,
mm!
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