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MA ■ <br />I <br />71]It IQ1il'E OF QuAJT1foE BITUMINOUS' _CONTRACT'NO. 1..: <br />CACPAWT . <br />This project is to be executed under the Standard'Specifications for Road and Bridge Constructio►'i of, the <br />State -Highway Corrisnission oft Wisconsin. -Edition of 1463 and. Special Provisions asattached to ,proposals. <br />Statr.o.r7 - Stat ion <br />Net <br />LengthT <br />PREP. OF' <br />FOUNDATION <br />FOR BIZ. PAVING <br />p O 2 qa <br />Gravel Or <br />Crushed Bituminous <br />Stone Base Base • Concrete <br />Course Patching Pavement <br />Sec <br />Item No.. <br />40702 <br />21102 <br />30402 30801 40701 <br />No. <br />TON <br />Unit <br />! <br />L.S. <br />TON S �Y. TON <br />1U <br />-6+80 - 45+60 <br />1U <br />-6+80 -45+60 <br />5238.3 <br />1 <br />30 30 2570 <br />,. <br />13 <br />ti. <br />Total <br />Total <br />5238.3 <br />1 <br />30 30--7 2570 <br />Station - Station <br />Bituminous <br />Material <br />For Surface <br />Course <br />Adjusting <br />Manhole <br />Covers <br />_. <br />Sec. <br />o. <br />Item No. I <br />40702 <br />61182 <br />Unit <br />TON <br />EACH <br />! <br />�. <br />1U <br />-6+80 - 45+60 <br />150 <br />i <br />on- ar ati <br />N t cr n <br />13 <br />Total <br />150 <br />13 <br />GEMERAAIL M07ES <br />1.. The 1. 3/4" bituminous concrete pavement shall consist of surface course. <br />2. When the quantities of the items of base or surface course are measured for payment by the ton <br />or cubic yard, the depth or thickness will depend on the distribution of the material.as directed <br />by the engineer. <br />3,, Intersections are to be paved back to the radius points. <br />STAAMDAAAORD ®IETAAIIIL DRAA011NGS <br />7-4.1.5 Construction Barricade <br />I <br />i <br />Sheet 3 of :3 <br />ES T(IMMAATE OF QUAA1 THTIEa <br />FOR <br />MAIN AND :SPRINGDALE STREETS <br />VILLAGE OF MT.. HORE 13 <br />U:S,H. 18 & 151 [DANE COUNTY <br />I.D. 1201-1-79 <br />PROJECT T 017-2(48) <br />