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~00 iii-, <br />I (3 ~ .~ c h <br /> <br />2 2 e .~ ~- h <br /> <br />3E 60~ 15 each <br /> <br />~ f~ 606 <br /> <br />37 605 19713 lin tt <br />~8 S.~eci~l ~9~95 ~b <br /> <br />39 <br /> <br />CIIy-Madi.:--,on Avenue <br /> <br />n:-_;r'-Dertc, r'ated ASTH-303~. SE, F: 35. or' <br />· -- E 931 <br /> <br /> 12" cend~t. Type E',. 706.02 <br /> <br />manhole reconstructed to grade, as per' <br /> <br />manhole reconstructed to gr'ade <br /> <br />Z. uvaho,.ua County 3-C catch b,~sin <br />r'econstr'uc~ed to grade, as per' plan <br /> <br />cafch ha_~ir, adiusted to ,=r'ade <br />manhole adjusted to gr'ade, es ~er' plan <br />Cuv~hm=a County ~-'C catch basin <br /> <br />6" sba] low pipe underdr'ain <br /> <br />mi'~ce'] taneous <br /> <br />TOTAL DRAINAGE <br /> <br />&0 305 <br />&l 310 <br />&2 ~02 <br />~3 <br />&~ ~07 <br />a5 &52 <br />~6 609 <br /> <br />~7 <br /> <br />180g~ s~ vd <br />3755 cu yd <br />3909 cu vd <br />2~3 cu yd <br />8796 ga'l <br />1666 sq yd <br />19268 tin ft <br /> <br />PAVEMENT <br /> <br />9" coRer'ere base , <br />subbase, Type I, grading A, as per' plan"' <br />asphalt concr'ete~ AC-20 <br />asphalt concrete, AC-20 <br />tack coat <br /> <br />8" plain concrete pavement~ as per' plan <br />cur'b. Type 6, as per' plan <br /> <br />TOTAL PAVENENT <br /> <br />TRAFFIC CONTRC, t <br /> <br />uS 61~ 2.6g mi le temc,..grar'v center' line. C:ta~s Il. 621 <br /> <br /> <br />