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ROAD EASEMENT AND
ACP WIDTH
I
Am., PRE*wCAST DRYWELI.b`.... PL A CED IN SWAL
1.0' CSTC SHOULDER (TYP. EACH SIDE)
15.0
L. & DRB. ESMT.
(TYP. EACH SIDE)
in
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WNTMETTErug
EDGE OF GRAVEL (TOP OF DITCH)
EDGE OF ASPHALT
PLAN.
11'
-PROJECTED SIDEWALK
GRADE.
4" THICK SIDEWALK, PER
& 2.0' SPOKANE CO. STANDARDS
11.0
2%-4.5%, ------- .......... .. . .............. ..... ..... .............
. . ...... . .
EXISTING ASPHALT- 4" CLASS 8 ACP, 3 TOPSOIL, MATERIAL TO BE
ArrKUVtU b T tNWNttK k I Tr.)
F 4th AVENUE WIDENING
9
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