2021.0604.ST0062 Permit Issue Pckg 11.30.2021MINIMUM 0.25' CLASS 'B' A.C.P.
(COMPACTED DEPTH) OR EXISTING
PLUS 0.08', WHICHEVER IS GREATER
APPLIED IN MAXIMUM 0.17' LIFTS —
a:::.:: o: :.::'.:::a:.::':.:.Q.:.
0.67 GRAVEL BASE �... a
COMPACTED TO 95%
OF MAXIMUM DENSITY 0.17' CRUSHED
PER. 2-03.3(14)D SURFACING
TOP COURSE
1' MIN'.
TYP.
MINIMUM 0.75' CEMENT CONC. PVMT
OR MATCH EXISTING PLUS 0.08',
WHICHEVER IS GREATER. I
0.67' GRAVEL BASE
COMPACTED TO 95%
OF MAXIMUM DENSITY
PER. 2-03.3(14)D —
1' MINA.
TYP.
NOTES:
a:
a
L0.17' CRUSHED
SURFACING
TOP COURSE
1. ALL MATERIALS, WORKMANSHIP, AND INSTALL—
ATION SHALL BE IN CONFORMANCE WITH THE
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
AND MUNICIPAL CONSTRUCTION AS AMENDED BY
CITY OF YELM STANDARDS.
SAW CUT EXISTING PAVEMENT.
EMULSIFIED ASPHALT GRADE
CSS-1 TACK SHALL BE APPLIED
TO EDGES OF EXISTING PAVEMENT.
ALL JOINTS SHALL BE SEALED
USING PAVING ASPHALT AR4000W.
EXISTING
FLEXIBLE
PAVEMENT
TRENCH BACKFILL
COMPACTED PER.
2-03.3(14)C METHOD B
TRANSVERSE CONSTRUCTION JOINT.
SEE STANDARD PLAN A-1
SAW CUT EXISTING PAVEMENT.
EXISTING
RIGID
PAVEMENT
TRENCH BACKFILL
COMPACTED PER.
2-03.3(14)C METHOD C
CITY OF YELM
DEPT. OF PUBLIC WORKS
TRENCH -PAVEMENT
RESTORATION DETAIL
APPROVED
PUBLIC WORKS DIRECTOR
DES. DWN.
S-C S-c
DWG. N0.
DATE 1 2 -10
CKD. DATE
S-C 10/3/94