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59 <br />90' R.O.W. ROADWAY <br />r <br />Bo' <br />I <br />2 2B' IB' 25' <br />22' 1 <br />14 <br />I_ I I <br />I <br />F <br />TYPE"4"CURBI I TYPE"B"CURB <br />L <br />]' <br />x <br />Z,G GMERR ,' PER <br />1yi8GUT <br />�4 <br />i= <br />B Cl, z <br />O <br />TYP o6,p 151 Z <br />D <br />f] <br />k <br />O <br />-1 <br />TYPICAL SECTION <br />- <br />ra <br />I <br />PER <br />1�� <br />DESCRIPTION QUANTITY <br />(COST <br />UNIT COST UNIT <br />TOTAL <br />if} <br />I <br />-ROADWAY <br />Al <br />STREET <br />1I <br />CURB 5 CUTTER TYPE "A" INCL. ACGR. 2 LF i <br />510.20 S20.40 <br />.I <br />CURB S GUTTER TYPE "B" INCL. ACGR, 2 LF I <br />9.18 18.36 <br />4 ry <br />7 <br />41/2" ASPIL".T CONCRF.TF PAVEMENT 44 SF I <br />0.96 42.24 1 <br />I �dNa <br />.. <br />14 <br />15" AGGREGATE BASE CL 2 1 44 ISF 1 <br />0.91 40.26 I <br />15 <br />31/2"A.C. BIKE PATH 1 8 1 <br />0.91 1 7.28 1 <br />ISF <br />6 <br />7 1/2" CONC. SIGCWALK 4 SF <br />2.04 8.16 <br />Iml <br />7 <br />ROADWAY EKCAVpTION AND/OR EMB. 90 ISF <br />0.1632 1 14,68 IB <br />FINISH GRADING 6 5.8. PREPARATION 90 ISF <br />n,0714 6.429 <br />STRIP SITE OF WEEDS, DEBRISETC. 90 ISF 150.16)2 <br />$14.68 <br />