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EX SS MH
RIM=430.13
IE=424.53 (12" IN E\��)
IE=424.45 (12" IN S
IE=424.43 (12" OUT
EX CB
RIM=429.87�
IE=428.12
27.02
z&- L.F. 8" PVC
SEWER 0 0.57c
EX CB
RIM=430.37
IE=427.32 (12" S)
X IE=427.22 (12" W)
_EX STORM MH
_
RIM=430.20
X ..
E=428.93 (12" IN E)
_
IE-428.92 12" IN W)
-- - - IE=428.61 (12'_WT N)
EX CB
------------
--------------W--------
-
EX
RIM=429.82
x x1 E=428.13
EX E. �'-----------
- - -
- - - - - - - - -
+
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- - - -
EX P.P. W/UG
152 11 LF 8 PVC SEWER
® 0.5%
Q OVERHE
NEW SSM
RIM }
(FIELD VERIFY) 430.18 7.5
SEWER
I.E. = Ar]�
I.E. = -4i*�
(OUT) 424.93(OUT)
IN) 425.08(lN) AND
UTILITY EASEMENT
UTILITY
NEW SSMH #2
RIM = (FIELD VERIFY)434.31
I.E. = -426.63 (OUT) 425.66(OUT)
I.E. = 425:63 IN)425.56(IN)
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SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST
N.E. 12TH ST.
i S 87 59'56" E 67.04'
- 8" WATER MAIN
a r------ Xv---- - - - -
9 ( + �'\�3 EDGE OF EXISTING -,
ASPHALT PAVEMENT9
EX W M
S 87 59'56" E 67.04'
29.99
A� EX TEL. EX WM
I J-BOX
MATCHLINE SHEET 3
C�'
N
+
+
LOT 1
+ .. X. +
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40 �6l x x x
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EX STORM MH*
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EX: CD : :: _ _ :_ -
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425 -
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SSMH :#1 .................
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NEW SS MH_#2
: :
TYPE: I: 48:" :.... .........
MH :TYPE I
RE #34-5f
48"
LD VERIFY)434..i
... .RIM=FIE
429-6f (FIELD VERIFY) 430.18 ..• .........
........:........................................
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OU ,
........................................!E= :OUT) 4Z4:93(OUT) .... ..........:....................
_..�.n�ao
I.E. +26.63-
�Iid) 25
EX SS MH. IE= A nIN) 425.08(lN) . .
. . . . . . . . ..
.
....:. .......
RIM=430.13'............ .........:.........:.........:.........:..
....:.........:...........
IE=424:53 12" IN E
.........
..................`...........
........::IE=424.45:12.IN: S�.................. :.........
:......... ......... .........
. . . . . . . . . . .
. .
..IE=....�::12`.OUT W).. ......::: :: ::: .......:: .:::::::
::::::::: :.......: :::::
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REMOVEEXISTING 1:...............:.....:..:.:....:...... .......................................................................................................................:
: . . . . . .. ...... .
. . :
STUB TO EAST AND . . . . . : .........:.........:............:.........:.........:.........:.........:.........:
INSTALL NEW 8" SEWER
:................... ..... :.................. ......:........................:........................:........................:........................:........................:........................:.........................
q...... ......... ........
..... ..... ...... ......... ......... ......... ......... .........
............................:........................:........................:........................:........................:........................:........................:........................:........................:.................................................
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......
......... ....... .........
.... ......... .........
...... ...........
......... .........
......... .........
:
- EX SS MH
216.04 RIM EL.=441.93
- X X
FND. EX M.I.C.
---------W----------------------- VISITED:
- W----..- ®4_ 9-05
�EX SS MH
RIM EL.=441.73 MON IS 1 A
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GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
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RECOMMENDED FOR APPROVAL
I
By: Date: QO
0
By: Date:
C3
By: Date: i
By: Date:cn
I
CITY OF RENTON 1D O
DEPARTMENT QE PUBLIe WORKS o
r pF Sy
AS-BUILTco
QQ
NE 12th St Sewer Extension flanCD
24661 c`O �� i
Fss S T ER G\�`� DESIGNED DATE 1 / 10/06 FILE NO. o
AL E� DRAWN o
EXPIRES 6 11 CHECKED SCALE 1 " = 201 FIELD BOOK PAGE
APPROVED _ 2
DIRECTOR OF PUBLIC WORKS SHEET 4 OF 6 1iy
7!3!n?
W 5 -3343cD3