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RIM IM = 377.59 IIE"4 -Ci '^
IE 12" ACS N= 369.49... w C0
IE 12" ADS S =373,69
IE 12" ADS W= 369.69 ! N
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RIM-371.93 ; „ /�"
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IE 12" ADS SV7 =370,05 °"�` ; I N
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S.E. 144TH STREET SEWER PLAN AND PROFILE STA. 50+00 TO 54+00
A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
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CB TYPE 1
RI,M =371,67
/-IE 12" ACS N= 369.39 I
IE 12" ADS S= 369.:9 i
IE 12" CNC SE =369,27
CB TYPE `: I �'�. / •
�, RIM = 372.33 WOOD FENCE �\. IE 12" 'C
IE 12" ADS W 370.2 .� IE ?2" AQS i V= CNC CN •
.%` %— _ 370.25 a� IS i2" CNC CULV= 373.18 �`..
IE F2" CNC N;4= 37U.2Q,�. ((- CUV =371 <„ C Vm CNC `\ '
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CU.- IE S2° CNC •
`'CULV = 372.97!- IE 72" CNC'zARNLY
DITCH. _ _ ��.— -- _ -_ -_�- L- ..- ..._�� '�C'PSCOPE —
- __-- -___ -- --_ -K`` -- _----------------------- .. ' .— _ - -- _— ... — ...� — ~�. --
50.6.00',RT - -�__ - - - -- - -- - --
_ -- - - --
------------------------------_-
— _— •
5 -3235
-------------------- - - - - -- -----------------------
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SHALL VERIFY SIZE. i"�� 1
AND LOCATION PRIOR N FOCUNC
MON, S86'3 S.E. 144TH STREET � 0 �
T5n _ n4 "I' _..__.. u
CENTERLINE INTERSECTION
S.E. 144TH ST AND 160TH AVE IS.E. I
STAB 50 +20,00 '--
- A
CB TYPE 1 W '� c _____ ti
RIM - .,,7230 ® CO TY E 7
12' ADS N,359.25 RM-372.37
IE 75 CMP E- 318.20 N " =
IF
9-4852
IE 18" CMP W=31 6,15 ;� IE 18" CMP W -36842
NI ik. 12" CMP N= 368.87
zz � TRENCHING IN PAVED AREAS
SHALL BE REPAVED IN ACCORDANCE
WITH CITY STD. DETAIL H032
SHEET C21.
LF 12* PVC SS
GRAVEL
x x ---- --
x
---------------
777E I
R IU -374 35
_ - -- ___ -- -IE 18" CMP 11- 369.15 —3?& ,/
—
IE x to CMP E_ -- —
X -x x
X x
343 LF 12"
--- -- - - -- - .-- _...___4 f- _
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X
/T� 0 E _
x— x_
1
50+00 51+00 52+00 53+00 54{00
NOTE:
ROAD PATCH PER KING COUNTY STANDARDS BETWEEN STA 50 +22.00 AND 56 +46.00
ROAD PATCH SHALL BE PER CITY OF RENTON STANDARDS BETWEEN STA 56 +46.00 AND 57 +00.00.
SEE DETAIL SHEET C21
CHECKED FOR COMPLIANCE TO CITY STANDARDS
S-�T'A`NDARDS
C-0 " S-- 36 /3 0c�
5- 361309
CITY OF RENTON
E>EPARTMENT OF PUBLIC WORKS
S.E. 144TH STREET SEWER
PLAN AND PROFILE STA. 50 +00 TO 54 +00
CHECKED
APPROVED
DATE 8[18/11 IFU NO. LUA
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