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ALIGNMENTS 'B' AND 'D' ARE IDENi1CAL
W � � � � n IN THIS AREA (EXCEPT STATION NUMBERS)
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0 �� � 5 � � _ 'A' STA. 2 +44.46, 9.00' RT. o
I � F 'B' STA. 15 +41.45, 9.20' RT. I�
I..LI '�. STA. LL +3L.L3, L2 iJ t. —
J �, �+� 'D' STA. 32 +41.31, 9.76' LT.T M
� 1 — 10" TEE (Fl) _ 'B' STA. 13+49.95, 23.58' RT.
W W � 3 — 10" G.V. (FLxMJ) F 'D' STA. 34+34.21, 8.28' RT_
W BLOCK rn 1 — 10" TEE (FL)
� � ^ 3 — 10" G.V. (FLxMJ)
� 'B' STA. 14 +73.26, 23.58' RT. /°� BLOCK
—
�= 'D' STA. 33 +07.01. 23.58' LT. _ 80.2 LF 10"
� Qa N B' STA. 14 +95.39, 1.44' RT.
may' � 'D' STA. 32 +84.88, 1.44' LT. - 10" 45' D.I. - CL 52 29.6 LF 10'
I a Z ,' � 1 - 10" 45 BEND (MJ) 123.3 LF 10" - D.1. — CL 52 'B' STA_ 12 +43.94, 9.80' RT.
BLOCK _ 1 - 10° 45'
W � � � BEND (MJ) D.I. - CL 52 BEND (MJ) __ - ,sa
,-� v � BLOC BLOCK
O � � rn � "
— -� — —
� � - - - ----- - - - - -- — � \ F10"
- - _ _ 35.1 L
G•. � ¢ — — / ,i u n 734.> �F 9 � E.1. - CL. 52
- _
W �a � _ - � _ VC Sao -0813 \ EXISTING GROUND
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- � .� \ � PROPOSED GROUND
� � a 31.3_ LF 10" - _ -__ -
/ D.i. - CL.52
� _ ___
� Qa z � -- - - 'B' STA. 12 +69.70, 5.00" RT_ � 216.3 LF 10°
1 - 10'x6° TEE (MJxFL) D.I. - CL 52
� � - 1 - 6° G.V. (FUdAJ)� \ '.
W 47.9 LF 10° -- - - - - - - � -- � - � __ 1 - 5 -1 /4° M_V.O_ F.H. ASSY_ \
� �i 14.5 LF 10" D.I. - CL. 52
W � D.I. - CL 52 BLOCK.... fijO �
� 'B' STA. 13 +49.95, 5.00' RT. 'B' STA. 12 +16.68, 1249' RT �'c 9° �
.� p \
� o 'D' STA. 34+21.34, 16.41' RT_ 1 - 10' 45' !'C \
` _ BEND (MJ) S� 'B' STA. 10 +04.00, 10 00' RT.
y rn•- BLOCK " 90' BEND (MJ) _ 0 9g- \ \_. _ _, 0' RT.
o� 'B' STA. z3 +59.95 23.98' LT. B STA. 12+15.98, 1.70' RT. 4 \ \ - _ 1 - -7 i "z1010�TAPP NGNVALVE -� - - - -- _� ,70
o.- BLOCK 7 TALBOT STA. 118 +39.95, 4 0
/� s._ D' STA.- 4 +0585 31:98' RT. (MJzFL)
SSMH N0. 4, 48" (FLxMJ)
3 SSMH NO. 3, 48' \ 1 10 SLEEVE (MJ)
[� ¢ RIM - 195.10 � \
Z' °- - I.E. - 186.24 RIM = 783 -�' \ 1 - 10" VERT. CROSS (MJ)
'.[� ��.. �a I.E = 176.04' � \ BLOCK (SEE CONNECTION
�o -. - ..._..... -._ _ _. -..... _ _.. _. -.. _ .... -_ B' STA. 11 +49.36 1348 - -__ -- __.� ..._.___DETAIL SHT_ -30)- - d -I - -- - - - - - --
'v � c SSMH NO. 2, 48° � �F
m � ,., � � '"' `° o o RIM = 173.03 8 pV ;
m � = I
\E a, � � � � m � m I.E. = 166.03 C S� \ \ \ _
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€ DN i5 +00 -. -14 +OG - _ _. - -_. 53 +00 _. -. - _t2 +00 -. _ -.... _. _ _.... -�
g� EXIST. 12"
PROFILE — ALIGNMENT 'B' _ WATER
SCALE: 1" = 20' (F+.). 1" _ „' C`J.) \� __
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1 - B.O.V. ASSY.
_._... - -_ - - -- - -,so
i � 'B' STA. 10 +14.61
.d. ALJGNMENTS 'B' AND 'C ARE IDENTICAL o 'TALBOY STA. 118 ±49.84, 14.61' RT.
� "' � �'� 'B' STA. 17 +28.49, 23.58' RT. � IN THIS AREA (EXCEPT STATION NUMBERS) N I SSMH NO. 1, 48" '
li � �� 'C' STA. 24 +04.81, 8.28' LT. � RIM — .159:03
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�� � "� 1 10" TEE (FL) c+o � I E ,= 150 62 (EXIST.) °' •��-
�-. -" 3 - 10' G.V. (FLxMJ) _ -_.. _- - -..__ ---- - - - - -. - - -- __. _.. -- -- _....- - -- - - -- -- ..... - - - -- .- . >....
BLOCK
EXISTING GROUND � v~i u~i
� q � q ra PROPOSED GROUND 80.2 LF 10 °_ f -- _ -- - - - - _- ... �,
_ _
�� — \. \ __ _ - _ _ \ - 'C S1A- �10 °54586END ...._ -__._ - -.
� � � ,� � � D.I. CL 52 -- - - ,o +oo
B' STA_ 15 +83.45, 221' RT. „ +oo
7' RT. ',
— (MJ1 ; i
BLOCK � �����
� B' STA. 17 +28.49:, 5.00' RT.
a
a -. 'C STA. 23 +92.34, 16.41' LT.
- BUCK_ 123.3. LF 10° \ � --
'B' STA. 18 +08.72, 5.00' RT. _ - �- - - - -- -- � D.I. - CL 52 ° _ � -.
0 1 .= 10 "x6" TEE. �.-. � ___ -- -_ _:- _
l�
1- UNIV. FLG. ADAPTEP 'B' STA. 17 +18.49, 24.00' LT. 16 I
1 - 6" G V. rFLxMJ) 'C' STA. 23 +76.45, 32.00' LT. � 5 (F
m \I 1 - 5 -1 /4" M.V.O. SSMH N0. 12, 48" _... 8" p�C
a F.H. ASSY. RIM = 195.76 SaO,p >3
( 1 - 10' VERT. CROSS I.E. = 186.64 3 p __
,ao I {FLxMJxMJxMJ) .B' STA. 16 +05:20, 23.59'- RT. rn
3 - 1G" PLUGS (MJ) 'C' STA. 22 +77.63, 23.59' RT. -- - _ Miw
TOP PLUG W /2" TAP _ __._ 1 - 10" 45' _.. '"- +�
& 2" PLUG (MJ) BEND (MJ) 22.0 LF 10" �_
2 - BLOCKS - - - -- BLOCK - D.I. - CL 52 r-
'.. 'B' STA. 15 +61.74, 10.20' RT. � �
' 'C STA. 22 +39.18, 11.89' RT. -
z
1 - 10 "x6" TEE (MJxFL)
N 1 - 6" G.V. (FLxMJ) _ - a
�i �0 1 - 5 -1 /4" M.V_O.- _F.H._ASSY_ � r
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BLOCK ,s +oo z
'A' STA. 2 +19.03, 2.50' LT_ �
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DALEY- MORROW- POBLETE, INC.
726 AUBURN WAY N.
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'B' STA. 15 +55.60, 14.67' LT. c�
'C' STA. 22 +19.42, 0.57' LT. __ Q
'D' STA. 32 +16;os, 3sT LT.
RECOMMENDED
��-
e� pE WAS �
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AUBURN, WASHINGTON 98002
�, HONE: (253) 333 -2200; FAX: (253) 333 -2206
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ENGINEERING- SURVEYING
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SSMH No. 11, 4s' � FOR APPR VAL
- - - � RIM - ,181.88 Z �O-ZO -oZ
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SGPROFILE 2�ALHGNMENTS B'\
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EXPIRCS 9 JAN 2004
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