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NEW -48" MH
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11-159, 20.61T 10+92, - 16.71 T =
MH fl2 STA 5.;Zr-c,- : MH _ #11 STA= 10 ivra°? 1s'c'r
NEW 48" MH NEW 48 EXTRA SHALLOW MH
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....RIM
=.. x27243 - - .. ... .....
RIM- _ �?�� 265.11
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OVER- - L /NE
EXSTHVG -
- 290
2-65.68 SE
IE 8" SE = 268:86 26a51
RIM: _ ''ter 262.23
(
1E 8" NW = :�1 6132 265.78
1E 8" -IE = :'68;-18- 26a 61
, _ �,
,E S" ,1, - 258.68
NOTE_• STORM DRAINAGE PIPES ARE 280
-
- _ ................
NW
f lE 8" NW =- zn5&46 {EXST) 258.68
NOT SHOWN IN THE PROFILE
-
(,E--X-
$� ?ter ST
!E SE - ) 5--8-.-68
IT SHALL BE THE CONTRACTORS
RESPONSIBIL TY TO PROTECT ANDIOR
:178
REPAIR- ANY DAMAGE- TO THE 270 _
4r?9--LF. pF. 4.15
8'P VC X36
... ....... ....... .. - . ...... .
270
STORM SYSTEM THA T MA Y OCCUR:
193
AS A RESULT OF WORK PERFORMED
IN ASSOCIATION WITH THIS PROJECT.!0
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LF OF B,PVC 2.639
260
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250
AS -BUILT
NEIL CABBAGE, P.L
S.
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r (CITY O�
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80TH AVENUE SOUTH
NOV. 2000
AS CONSTRUCTED INFORMATION PROVIDED APRIL
17, 2002 BY
oMG
RENTON
SEWER EXTENSION
°^^ JDH
HENRY W. COATES OF COATES SURVEY /NG SERVICE
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^ *�
DATUM
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Planning /Building /Public Works Dept.
NO.
REVISION
BY
DATE
APPR
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SOUTH LANGSTON RD AT S 132ND ST
7 X10
SCANNED SEP 13 2002
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