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C� <br />20' <br />4' I 16' <br />TYPE A <br />CUBE B GUTTER <br />4"A.0 <br />63 <br />50' <br />I <br />16' <br />30' <br />e 1106' <br />IZI _aJ II <br />50' R.O.W. <br />TYPICAL SECTION <br />TOTAL <br />h <br />'V- <br />COST <br />C, <br />DESCRIPTION <br />I QUANTITY <br />COSTI <br />PER <br />(UNIT <br />ITEM <br />II ROADWAY <br />AI <br />STREET <br />I <br />Curb S Cutter Type "A" <br />I <br />including Cl. 2 ARgr. <br />2 <br />L.F. <br />IL.F.I <br />$10.20 I <br />2n. 40 <br />i2 <br />I4" Asphalt Concrete Pavement <br />I LS <br />S 0.96 I <br />26.38 <br />3 <br />l S" Aggregate Base Cla%q 2 <br />I 28 <br />IL.F.I <br />S 0.54 I <br />15.12 <br />4 <br />10" Aggregate Subbase Cla.. 2 <br />i <br />28 <br />IL. F. <br />S 0.61 I <br />L7.08 <br />I5 <br />I3'_' A.C. Bike Path <br />I <br />S' <br />IL.F. <br />$ 0.91 I <br />1.18 <br />I6 <br />IRoadway Excavation or Embankment <br />50 <br />IS. F. <br />$0.1632 <br />8.16 <br />17 <br />IFinlche,l Grading 5 <br />I <br />8ublrade Prepparation <br />I 50 <br />F. <br />M.O714 <br />3.57 <br />Site of <br />18 <br />(Strp <br />Weeds, Debris, Eta <br />I <br />50 <br />,F.I <br />SO.lfi)^_ I <br />R.16 <br />19 <br />IConerete Handicap Ramp (8 L.F.) <br />10.0008 <br />IEA 15102.00 <br />I <br />0.08 I <br />* Based on Twin Dolphin Drive Blot <br />(6-28-19) <br />TOTAL <br />h <br />'V- <br />