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Roadway Restoration DetailRESTORATION SURFACE SEE RESTORATION TABLE BELOW SEE RESTORATION TABLE 2 ft. FINISH GRADE MIN ~ ~ / \ ~ I \ ~ I \ j I % I % ~ o \ ~~/ \ ~~j BACKFILL SEE ~ ~ RESTORATION TABLE a ~ ~ I ~ ~ I ~ MAINTAIN SIDE ~ I ~ I ~ SLOPE AS STEEP cow ~ ~ ~ ~ AS POSSIBLE M z \ ~ ~ \ ~ ~ UTILITY CROSSING ~ ~ PIPE BEDDING OR ~ SAND i i i ~~ i i i 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