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ADDITIONAL TREATMENT MAY BE
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SE 172ND STREET STA TION 31 +25. 63 TO STA TION 34+ 17. 90 e BENSON ROAD STA TION 22+50. Q4 T4 STA TION
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PER COR STD. PLAN 101 STD. PLAN 102 PER COR STD. PLAN 101
COMPACTED SUBBASE ADDITIONAL TREATMENT MAY BE
REQUIRED DEPENDING ON SOIL
SE 172ND ,STREET STA TION 34-1-17.90 TO STA TION 36+61, 79 BENSON ROAD (STA TION 23+04; 98 TO STA TION 24+25. 14>
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COMPACTED SUBBASE PER COR STD. PLAN 101
REST 172ND (
SE STREET
STA T37+ ION _ 79.81 TO STA TION 39+56.44)
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811
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(ID,MT,ND,OR,WA)
EX. 8'r SS
22' EXIS77NG LANE
3 NTs C9
0 0
EX. 100' R. 0. W. WIDTH
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W W APPROX. 22' EXISTING LANE APPROX 22' EXISTING LANE
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PER WSDOT STD. PLAN
L-20.10-03, SEE SHEET C 11 r.
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CR N ETE CURB
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COR ( )
STD. PLAN 102 PER COR STD. PLAN 101 COMPACTED SUBGRADE
ADDITIONAL TREATMENT MAY BE
REQUIRED DEPENDING ON SOIL
BENSON ROAD (STATION 21 +35.07 TO STATION 22+50.04)
H
NTS C9
R-392213
APPROVED FOR CONSTRUCTION N
SUBJECT TO ERRORS AND OMISSIONS
m
AS -BUILT
C
NO AS -BUILT INFORMATION ON THIS SHEET. BY: DATE:
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS U
AS -BUILT BY 0. R. STRONG, AND MAY INCLUDE LOCAPONS, ; LUI
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, BY: DATE:
ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED O
BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.BY: DATE:
12/10/2018. " rr
SURVEYED: -
.i.5
DESIGNED:
YIP
DRAWN:
CEN
CHECKED:
Nq. REVISION BY DATE APPR APPROVED: -
BY: DATE: L1.1
SCALE:...
DATE: Q
VERTICAL:' NAVD 1988 • q q
AS NOTED HORIZONTAL: NAD 1983/1991 E I T I 0 E AVANA RIDGE P U D 12.1
0.18
rr
FIELDBOOK:
ROAD CROSS SECTIONS
: R E N T O N PAGE:.:
ONE INCCH-{I 11♦TI 1►I DRAWING NO: Z
ASCALE 1 IX11 Vlrl Lk
IF NOT ONE INCH Planning/Building/Public works Dept. 10615 SE 172ND ST, RENTON, WA C13 :I' Q
SCALE ACCORDINGLY 4
C15008868 B15008865 B15008867 SHEET: � 3 °F•2s •
;I. Q
DRS PROJECT NO. 150.88
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