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PROVI0. --ASPHALT °ATCH, APPROX. 50
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APPROX, STA 16 +75
PROVIDE ASPHALT PATCH, APPROX. 100 S.F.
(SEE ASPHALT PAVEMENT PATCH DETAIL /SHEET 6) \
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APPROX. STA 17 +15 TO STA 19 +25 - ti LINED
PROVIDE ASPHALT PATCH, APPROX. 900 S F. (SEE
\STA 10 +35, 10' RT ASPHALT PAVEMENT PATCH DETAIL /SHEET 6) \ \�
END EXTRUDED CURB. \ \ \ �� 'A
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PLAN TO CONSTRUCTION RECORDS
HORIZ: 1" = 20' MARK MILLER 10/24/00
RH2 ENGINEERING INC. DATE
PROFILE
HORIZ: i" = 20' VERT: 1" = 10'
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E N G I N E E R S BOTHELI_OFFICE a m F
PLANNERS
SCIENTISTS EAST WENATCHEE OFFICE 16727
N6Cf94E ?t�`ti SIGNED:
DRAWING Is NOT To SCALE fON�' 06 /12/98
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IF BAR IS NOT 2 LONG EXPIRES e 2 of
P� g0 0 1 2
C. "
�y °F WAS N a City of Renton - Devil's Elbow
0.4+ �
Sewer and Roadway Improvements - Schedule A
q 2220
7i sOrsTSn6 °ti SIGNED:
1 .oNAL 08112198 ACCESS ROAD AND UTILITY PLAN.
EXPIRES 9/21 00 � '
J JOB N0. FILE - ,GINELR FEIANEO DATE SCALE PLOT OWG NO 'inEET
196.024 OE -31R 1 BNP 'DCS I JAN 04, 2001 SHOWN 1 20 1 RC3 1 4 0, 32
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