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A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
60' KING COUNTI'
RIGHT OF WAY
PID #7229800085 PID #7229800090 [DID #7229800095
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STA. 318 +60.00 'N
N: 176385.5
E: 1323113.57
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WYE. SEE DETAIL I LV I
KING COUNTY RIGHT OF WAY SHEET SS -07 1 � 1
N: 176209.87 - -�- 1 1 N: 77;1968.12
E: 1323110.84 E: 1323116.66
---- - - - - -- __ -- --------------------- —_ —__— _- --
N: 176208.60 N: 17x971.45
a E: 1323116.87
E: 1323110.93
3 315 +00 __ N 011535" W 38.46.-)-- ----- - -._._
N 01'15'35 W 123.04 __ _ N 02'43'40 E 72.29' _
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- -- ----
o L 1.27' N: 176047.14 N: 176043.66 L='.'4'
Y R= 500.00' E: 1323114.42 E: 1323114.37 R= 50.00'
A= 0'08'43" 4- 3'49'57"
-- - -- - -- ---- -- -- - - - --- -- --- - - - -- --
- - ------------------
L =3.48'
R= 50.00'
2 "0 HDPE S.S.F.M. EDGE OF EXISTING PATH A= 3'59'14"
PID #1323059095
168TH AVE SE (UNIMPROVED)
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PID #7229800080
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A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
60' KING COUNTI'
RIGHT OF WAY
PID #7229800085 PID #7229800090 [DID #7229800095
1 � ,
S.S.C.O. #2° ; Z I i
STA. 318 +60.00 'N
N: 176385.5
E: 1323113.57
DOUBLE SWEEPING r-
WYE. SEE DETAIL I LV I
KING COUNTY RIGHT OF WAY SHEET SS -07 1 � 1
N: 176209.87 - -�- 1 1 N: 77;1968.12
E: 1323110.84 E: 1323116.66
---- - - - - -- __ -- --------------------- —_ —__— _- --
N: 176208.60 N: 17x971.45
a E: 1323116.87
E: 1323110.93
3 315 +00 __ N 011535" W 38.46.-)-- ----- - -._._
N 01'15'35 W 123.04 __ _ N 02'43'40 E 72.29' _
—+ -- H— � --F
77- �_._. —.
- -- ----
o L 1.27' N: 176047.14 N: 176043.66 L='.'4'
Y R= 500.00' E: 1323114.42 E: 1323114.37 R= 50.00'
A= 0'08'43" 4- 3'49'57"
-- - -- - -- ---- -- -- - - - --- -- --- - - - -- --
- - ------------------
L =3.48'
R= 50.00'
2 "0 HDPE S.S.F.M. EDGE OF EXISTING PATH A= 3'59'14"
PID #1323059095
168TH AVE SE (UNIMPROVED)
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110.
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SCALE: 1 ° =20' HORIZ.
1 " =5' vERT.
CONTOUR INTERVAL = 2'
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20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
me T roIHr
NOT TO SCALE
5- 361635
917,10-1 W44040-4 a In,
1; ter- . -
10-20' Noal= `.l../ , it CITY OF ISD SEWER EXTENSION — P3 RENTON (MAYWOOD MIDDLE SCHOOL)
_oNE N N DATUM
ATI . Ec+LF I Planning /Building /Public Works Dept. PLAN AND PROFILE
IF NOT ONE INN
" a NNa" STA. 316 +00.00 TO STA. 320 +00.00
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