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—BEGIN CONSTRUCTION
THIS PORTION
STA. 2+00
STA. 2+00 TO 4+25±
CONSTR. CEM. CONC. RETAINING WALL (SEE DETAIL SHT. 8 )
EX. EDGE OF ASPHALT
CONSTRUCT CEM. CONC. CURB >: GUTTER
M, r CONSTRUCT CEM. CONC. SIDEWALK - 4.5' WIDE
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EX. EDGE AS PH. CONIC. PVMT.
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RETAIN EX. 6' CEM.CONC. SIDEWALK
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HOME
STA. 2t00 TO 3+10 CONSTRUCT CEM. CONC.
RETAIN EX. CEM. CONIC CURB GUTTER
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SIDEWALK - 5 5 WIDE CONSTRUCT
CEM. CONC. CURB # GUTTER
STA. 2+00 TO 2+45 STEP ROCKERY / p�G���Q�
TO BE CONSTRUCTED PER DETAIL SHT 13
STA. 2+ 70 TO 3+ 10 MATCH EX.
ROCKERY- 2 MAN ROCK, 3 PT. BEARING.00
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DRIVEWAYS -THIS SHT.
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WIDTH
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PLAN VIEW
SCALE: I11 = 401
THIS PORTION TO BE COMPLETED IN CON-
JUNCTION WITH WASH. STATE DEPT. OF
HIGHWAYS PROJECT SR 900 _
FOR NEW GRADES
S E E S HT 1 of 1,
DESIGN (GRADE. CHANGE.
3— 2 ES-7 I
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PROFILE VIEW
SCALE: Horiz. I" = 401
Vert. III = 101
2+00 34-00
4400
5+00
8" Catic P(PE
NO.
_EQUATION
6+35.91 BK. _
0+00 AHD.
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REVISION
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EQUATION
6+0 0
FOR INTERSECTION
DETAIL SEE SHEETS
9 � 10
STA 0 ` 18 RT 50
8" C'oNC.
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�DNAL
SCHEDULE I�,>�
CITY OF RENTON
ENGINEERING DEPARTMENT
EDMONDS AVENUE N. E.
STREET IMPROVEMENT
SUNSET BLVD. N.E. TO N.E. 27 H— ST
DESIGNED--_S2_E r ___— DATE----.----.— FILE
DRAWN- -G E C_ -- A 207- 211
SCALE__AS SHOWN-.— FIELD BOOK PAGE._.__—
CHECKED___T �-Gc. 2-2
1
BY 1 APPR. DATE APPROVE D—____� _ � % +.� SHEET—_ 2___OF 32
A S3YCITY ENGINEER v
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