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PAY ITEM NOTES: <br />1. REMOVAL LIMITS SHALL BE MARKED IN T <br />EV TO CV CONVERSION FACTOR = 1.25. <br />ESTIMATED QUANTITY BASED ON APPLIC. <br />ESTIMATED QUANTITY BASED ON APPLIC, <br />a <br />w <br />0 <br />D <br />J <br />U <br />z <br />Q <br />v) <br />>- <br />- <br />z <br />a <br />D <br />o <br />2 <br />D <br />v) <br />0_ <br />2 <br />D <br />J <br />r <br />5 <br />0 <br />w <br />U <br />U <br />Q <br />z <br />Q <br />1— <br />V) <br />0 <br />0- <br />L9 <br />z <br />z <br />Q <br />1— <br />z <br />Q <br />2 <br />LV TO CV CONVERSION FACTOR = 1.30. <br />N M 4 Lri l0 <br />GENERAL NOTES: <br />1. THE LOCATION OF EXISTING UNDERGROI <br />ANY OR ALL EXISTING UTILITIES ARE SHOE <br />UTILITIES BEFORE COMMENCING WORK. <br />OCCASIONED BY HIS FAILURE TO EXACTL` <br />2. THE CONTRACTOR SHALL DETERMINE TH <br />W <br />2 <br />2 <br />0 <br />U <br />w <br />cc <br />0 <br />u_ <br />I_I_I <br />m <br />I vi <br />J <br />1-12 <br />z v) <br />0,>,-) <br />1=z <br />U O <br />I-Q <br />z- <br />0 °C <br />U IC <br />19-17 5751 164th Lane Drainage Improvements <br />Estimated Quantities <br />Estimated <br />Quantity <br />d' <br />N <br />01 <br />Ql <br />tO <br />00 <br />V) <br />0 <br />t0 <br />rl <br />00 <br />rl <br />00 <br />O <br />rl <br />N <br />d' <br />00 <br />r_ir_i0 <br />N <br />Ln <br />d' <br />M <br />� <br />v) <br />-I <br />U- <br />-I <br />U- <br />-IV) <br />V) <br />U <br />cn <br />CI <br />CC <br />v) <br />Q <br />(� <br />O <br />O< <br />Li <br />W <br />u- <br />-I <br />N <br />_I <br />v) <br />-I <br />L> <br />-I0 <br />> <br />N <br />E <br />CD <br />4, <br />C <br />O <br />I, <br />CZ, <br />Ni— <br />— <br />_0 <br />o <br />2 <br />Remove Pipe Culvert <br />Sawing Bituminous Pavement <br />Remove Bituminous Pavement (Driveway) <br />Remove Bituminous Pavement (Street) <br />Common Excavation (EV) <br />Subgrade Preparation <br />Aggregate Base (CV); Class 5 Modified <br />Mill Bituminous Surface (2.0") <br />Bituminous Material for Tack Coat <br />Type SP 9.5 Wearing Course Mixture (1.5") <br />Type SP 12.5 Non Wearing Course Mixture (2.0") <br />15" CS Pipe Apron <br />15" CS Pipe Culvert <br />Irrigation System Repair <br />Traffic Control <br />a) <br />U <br />C <br />N <br />Li_ <br />+, <br />cn <br />> <br />J <br />= <br />O <br />Q <br />O <br />1- <br />Sodding Type Lawn <br />MnDOT <br />No. <br />-1 <br />O <br />u1 <br />rl <br />N <br />0 <br />N <br />m <br />O <br />Ln <br />4 <br />O <br />rl <br />N <br />m <br />0 <br />Ln <br />4 <br />O <br />rl <br />N <br />2104.504 <br />2104.504 <br />N <br />O <br />Ln <br />IA <br />0 <br />rl <br />N <br />O <br />rI <br />Ln <br />N <br />rl <br />rl <br />N <br />N <br />0 <br />Ln <br />rl <br />rl <br />N <br />N <br />2232.504 <br />LO <br />O <br />Ln <br />I< <br />I..n <br />M <br />N <br />2360.509 <br />2360.509 <br />N <br />O <br />Ln <br />rl <br />0 <br />V) <br />N <br />CO <br />O <br />Ln <br />rl <br />0 <br />I_f) <br />N <br />rl <br />O <br />t0 <br />4 <br />O <br />Ln <br />N <br />rl <br />O <br />tO <br />M <br />t0 <br />Ln <br />Ni <br />M <br />O <br />Ln <br />M <br />N <br />Ln <br />Ni <br />2574.507 <br />d' <br />O <br />Ln <br />Lri <br />N <br />Ni <br />E • <br />O <br />4.9 2 <br />rl <br />N <br />M <br />I.!') <br />lO <br />N <br />00 <br />cm <br />0 <br />1 <br />N <br />M <br />LC)N <br />00 <br />al <br />Notes <br />rl <br />rl <br />rl <br />N <br />N <br />rl <br />M <br />d' <br />d' <br />Ln <br />lO <br />