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SAWCUT EXISTING PAVEMENT <br />3" BIT. CONC. <br />SURFACE COURSE <br />6" H.E.S CEM. CONC. <br />BASE COURSE <br />8" GRAVEL BORROW <br />(M1.03.0 TYPE b) <br />GRANITE EDGING (NEW OR WIDTH <br />RESET) W /4" REVEAL VARIES <br />EXISTING ROADWAY 1' (TYP) <br />SAWCUT <br />PAVEMENT MAKEUP <br />SAME AS ABOVE <br />1' (TYP.) <br />9" <br />MEETS VERTICAL CURB SEE <br />CONSTRUTION STANDARDS <br />0 <br />CONSTRUCTION <br />CTION <br />EXISTING ISLAND <br />1' (TYP.) <br />SAWCUT <br />----- - - - - -- <br />2.5" BIT. CONC. <br />WALK SURFACE <br />EXCAVATE TO LIMIT OF EXISTING <br />BIT. CONC. & BACKFILL W /GRAVEL <br />MEETS SLOPE <br />ER C.S. <br />WIDTH VARIES <br />®2.5" BIT. CONC. <br />WALK SURFACE —� <br />1/4 IN /FT MAX.-7 <br />APPLY BITUMINOUS TACK <br />COAT ON ALL EXPOSED SURF <br />GRANITE CURB (NEW OR RESET) <br />W /6" REVEAL (TYP.) <br />3" BIT. CONC. <br />SURFACE COURSE <br />EXISTING PAVEMENT <br />r \-6" H.E.S CEM. CONC. <br />BASE COURSE <br />8" GRAVEL BORROW <br />(M1.03.0 TYPE b) <br />i <br />GREATER THAN 6' <br />RESET EXIST. CURB <br />W /6" REVEAL (TYP.) <br />BITUMINOUS <br />TACK COAT <br />CONTROLLED DENSITY <br />FILL — TYPE 2E <br />3" ELECTRIC CONDUIT <br />SCALE IN FEET <br />i j i • <br />®-1' (TYP.) <br />SAWCUT EXISTING PAVEMENT <br />3" BIT. CONC. PAVEMENT <br />TYPE 1 -1 SURFACE COURSE <br />3" BIT. CONC. PAVEMENT <br />TYPE 1 -1 BASE COURSE <br />3" DENSE GRADED CRUSHED STONE <br />FOR SUBBASE (M2.01.7) <br />8" GRAVEL BORROW <br />(M1.03.0 TYPE b) <br />18" <br />} f { y+ 1 <br />rt <br />1. *Tr F <br />A � Y <br />} <br />6" <br />3" BIT. CONC <br />SURFACE COURSE <br />I <br />STATE <br />FED. AID: PROD. NO. <br />BAR <br />Ij <br />TOTAL <br />MASS <br />NA -- <br />1999 <br />3120 <br />r <br />PROJECT FILE NO. NA <br />TYPICAL SECTIONS/ <br />DETAILS <br />• <br />J <br />WIDENING WJCEMENT CONCRETE BASE <br />SURFACE: <br />3" CLASS I BITUMINOUS CONCRETE PAVEMENT TYPE 1 -1 <br />PLACED IN TWO (2) LAYERS: 1 1/2" TOP COURSE MATERIAL <br />OVER 1 1/2" BINDER COURSE MATERIAL <br />BASE: <br />6" HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE <br />PLACED IN ONE (1) LAYER. <br />FOUNDATION: <br />8" GRAVEL BORROW (Ml.03.0 TYPE b) <br />WIDENING WITH BITUMINOUS CONCRETE BASE <br />SURFACE: <br />3" CLASS I BITUMINOUS CONCRETE PAVEMENT TYPE I -1 <br />PLACED IN TWO (2) LAYERS: 1 1/2" TOP COURSE MATERIAL <br />OVER 1 1/2" BINDER COURSE MATERIAL. <br />BASE : <br />3" CLASS I BITUMINOUS CONCRETE PAVEMENT TYPE 1 -1 BASE <br />COURSE MATERIAL PLACED IN ONE (1) LAYER. <br />FOUNDATION: <br />3" DENSE GRADED CRUSHED STONE FOR SUBBASE (M2.01.7) <br />OVER 8" GRAVEL BORROW (M1.03.0 TYPE b) <br />TRENCH CUT UNDER PAVEMENT <br />SURFACE: <br />3" CLASS I BITUMINOUS CONCRETE PAVEMENT TYPE 1 -1 <br />PLACED IN TWO (2) LAYERS: 1 1/2" TOP COURSE MATERIAL <br />OVER 1 1/2" BINDER COURSE MATERIAL. <br />BACKFILL: <br />CONTROLLED DENSITY FILL — EXCAVATABLE TYPE 2E <br />(M4.08.0) <br />SUPPORT NET <br />FILTER FABRIC <br />,— BACKFILL <br />NDISTURBED SOIL <br />POLE---,,. SUPPORT NET <br />FILTER FABRIC <br />BACKFILL <br />SECTION A <br />TOP VIEW <br />