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OTES ON SHEET 10
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N 17-8149-�
......................................
90
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E !29746&-&-L- 1297460.40*'
1?EM0VEEXIfST1NG_MH AND
REPLACE WITH NEW 54"MH
RIM= 67--4 7- 68-32 -
80
1E * 12" SE 59-30 60.27...
...............
NOTE.
1E 12fr NW 59L40 60.37
THE CONTRACTOR ENCOUNTERED A 6" GAS
EX* SSMH 5318-138 (BRICK)�
MAIN THAT CROSSED APPROX. 4 INCHES ABOVE
N 178059.53
N 1 78�
MAIN_ DO
THE EXISTING 8" CONCRETE SEWER M
9
E 1297721.77
12 ,
TO THE DIAMETER OF THE PIPE -BURSTING HEAD
RIM= 40.45
R I M=
70
>
OF THE NEW 12"
USED FOR ..................
....... .. ... .....
... IE -12?' E 32.8- (EXISTING)
I E 1 2
...............
cn
HDPE SEWER MAIN, NEW 12" PVC SEWER MAIN
IE 10" SW = 32.9 (EXISTING)
I E 1 0
E
WAS INSTALLED FROM THE EXISTING
DOWNSTREAM SEWER MANHOLE PAST THE
1E 12'f NW =!33.70 33.65
1E 12
\E
0
EXISITING 6" GAS MAIN VIA OPENCUT TO
0
PREVENT DAMAGE TO THE GAS MAIN
60
........
........................
.... .
.....
EX ROAD
gBOVE
71 t SEWER
TRANSITION COUPLING 12"HDPE TO 12-PVC
50
....................
.......... 4.0. .
30
30 ............. ......
...................................................
AS -BUILT DECEMBER 12,2012
* AS -BUILT INFORMATION PROVIDED BY
RAM SURVEYING & MAPPING, LLC
SIDE SEWER CONNECTIONS ARE
SHOWN IN THEIR AS -BUILT LOCATIONS
BASED ON POST -INSTALLATION VIDEO INSPECTION.
< NO. REVISION
SURVEYED:
PACE
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
— — — — — — - �Du Mm C
APPR APPROVED:
BY DATE I LH
5-361512
SCALE:
VERTICAL: NAVD 1988
1 "=20' HORIZONTAL: NAD 1983/1991 al CITY 0 F
RENTON
ONE -INCH
I AT FILL Plan ning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
APR 2012
EARLINGTON SEWER REPLACEMENT PAGFIELDBOOK:E,
DRAWING NO:
Phase II S-2
SHEET: OF:
2 10
SI-131611 ll!51 IT2