HomeMy WebLinkAboutR-269267N
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to A
EXISTING
^4 `,ON -HAVEN COCONUT MATTING GROUND
TRACK WALKFSUR ACE
EXCAVATE AND —
DISPOSE OF
EMBANKMENT PER
SOIL MATERIALS
PLAN PREPARED
BY OTHERS
APPLY UPLAND
SHRUB MIX
SEE SHT DL l—.;
NOW
CONFIRM UM11 VJRH
ROADWAY SECTION
APPROX NB405, 1224+00
TO 1227+00, 80-300' RIGHT
CIVIC DUMP SLOPE DETAIL
NTB -
NO SLOPE ROUNDING
OUTCROPPING (TYP.)
APPROX E405, 1214+00
TO 1224+00, 100-220' RIGHT
ROCK OUTCROPPING
NTS
1405 Ow' F uldem
'0 to
RELEASED FOR CON8TRUCTION
cnNRTPIIDTIMJ NOTER
I, EXPOSE EXCAVATED ROCK OUTCROPPINGS FOR VISUAL
INTEREST AND SLOPE STABILIZATION.
2. LIMIT ROCK OUTCROPPINGS TO LESS THAN 60% OF
CUT SLOPE AREA
0. NO ROCK OUTCROPPINGS IN THE CLEAR ZONE.
4, ARRANGE ROCK OUTCROPPINGS IN AN IRREGULAR DIAMOND
PATTERN, EMPHASIANG LOWER SLOPE POSITIONS WHERE
ROCK IS LIKELY TO BE COMPETENT
5. REMOVE ROCK OUTCROPPINGS THAT POSE A RISK TO FAILING.
6, FINAL SHAPE OF ROCK OUTCROPPINGS TO BE FIELD -DETERMINED
AND ACCOUNT FOR VISUAL AND GEOTECHNICAL CONSIDERATIONS.
7, PROVIDE PLANTING POCKETS ABOVE OUTCROPPINGS,AS POSSIBLE.
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NO.
ISSUE DATE
ISSUE RECORD -DESCRIPTION
I DESIGNED BY
ENTERED BY
CHECKED BY
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Washington State
Department of Transportation
1105
TO SR 169
STAGE 2 - WIDENING
AND SR 516 INTERCHANGE
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RELEASED FOR COP41MUQN -3L
B. IMCEA
PACKAGE:
- 31.
0
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NEt£ASEO FOR CON9TROCibN � M
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ROADSIDE RESTORATION DETAILS
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