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APPROX. STA
9 +42, 6' RT
BEGIN EXTRUDED
CURB.
APPROX. STA 9 +50, 3' RT APPROX. STA 10 +87
WALL DETAILS /SHEET 6)
267.24
PLAN
HORIZ: 1° = 20'
PAVING OMITTED FROM CONTRACT
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'K HIGH WALL
HIGH WALL. (SEE BLOCK
-TEET 6)
APPROX. STA 13 +25
PROVIDE ACP PATCH, APPROX. 250 S.F. (SEE
ASPHALT PAVEMENT PATCH DETAIL /SHEET 6)
STA 13 +53, 11' RT
END TWO BLOCK HIGH WALL.
(SEE BLOCK WALL DETAILS /SHEET 6).
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APPROX. STA 11 +90 TO STA 17` -1,86
PROVIDE ASPHALT PAVEMENT EXTENSION
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RNEW LL 1 �6
NO. REVISION R3 REV[EW I DATE 1
Rk-i2 ENGINEERING. INC. `,�t(✓�
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KEN I N E E R S 6OTHELL OFFICE NNER S
NTISTS EAST WENATCHEE OFFICE 16727 ,g
MW RtorsTSty -, ti's SIGNED:
1ONAL 06/12,/98
DRAWING IS NOT TO SCALE EXPIRES 8/2/01
F BAR IS NOT 2" LONG O C 2
o WASPC Vity of Renton - Devil's Elbow
Sewer -nd Roadway Improvements - Schedule A
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of Tffi660
`0�1oNAL l 06112196 ACCESS ROAD AND UTILITY PLAN
EXPIRES 9/21/00
.IOR NO F LF ENGINEER RENEWED On IE XAII "LOT OWC NO SHEET
196.024 1 DE—P = DOS I JAN 02, 200= SHOWN 20 1 RC2 3-132
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