Roadway Restoration DetailRESTORATION SURFACE
SEE RESTORATION TABLE BELOW SEE RESTORATION TABLE
2 ft. FINISH GRADE
MIN
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~ ~ RESTORATION TABLE
a ~ ~ I ~ ~ I ~ MAINTAIN SIDE
~ I ~ I ~ SLOPE AS STEEP
cow ~ ~ ~ ~ AS POSSIBLE
M z \ ~ ~ \ ~ ~ UTILITY CROSSING
~ ~ PIPE BEDDING OR
~ SAND
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PIPE
O.D.
2 TIMES PIPE DIA
CITY OF YELM
DEPT. OF PUBLIC WORKS
UTILITY CROSSING
TRENCH RESTORATION
CITY STREET ONLY
APPROVED DWpG. N10/~./
PUBLIC WORKS DIRECTOR DATE I \ 0 VV
DES. DWN. CKD. DATE
JG JG JG 1/2008
RESTORAT ON TABLE 1
SURFACE BACKFILL/ COMMENTS/
THICKNESS
TYPE COMPACTION REOMNTS. OTHER REQUIREMENTS
CRUSHED 4" CRUSHED SURFACE CRUSHED ROCK FINISH GRADE SHALL BE
SURFACE TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT
WITH EXISTING
4" MIN DEPTH CL B A
C FINISH ROADWAY TO
A.C. PAVEMENT .
.
OR MATCH EXISTING CRUSHED ROCK CONFORM TO ALL EXISTING
OVER GRAVEL BASE WHICH EVER IS GREATER COMPACT TO 95% GRADES AND CURBS
SLOPES SHALL MATCH
CONCRETE SURFACE MATCH EXISTING CRUSHED ROCK MATCH EXISTING FINISH
(DRIVEWAY/SIDEWALK) CONCRETE THICKNESS COMPACT TO 95% TEXTURE, AND GRADE.
HYDROSEED/ PLANTINGS FINISH GRADE SHALL BE
LAWN/LANDSCAPE OVER 4" MIN. TYPE A NATIVE BACKFILL SMOOTH & CONSISTANT
TOP SOIL COMPACT TO 85% WITH EXISTING GRADE
NATIVE BACKFILL MOUND BACKFILL
UNIMPROVED SUFACE N/A 2" ABOVE EXISTING
COMPACT TO 85% GRADE & SMOOTH