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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 />z <br />a <br />D <br />Ci <br />2 <br />D <br />v) <br />cL <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 />H <br />v) <br />0 <br />LU <br />z <br />Q <br />H <br />z <br />Q <br />2 <br />LV TO CV CONVERSION FACTOR = 1.30. <br />N M 4 Lri lD <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 />DC <br />0 <br />U- <br />uJ <br />CO <br />V) <br />I vi <br />Z (n <br />ON <br />Hz <br />U O <br />I -a <br />z- <br />0 °C <br />U oC <br />19-17 5751 164th Lane Drainage Improvements <br />Estimated Quantities <br />Estimated <br />Quantity <br />N <br />a1 <br />Ql <br />tD <br />00 <br />Ln <br />0 <br />lD <br />rl <br />00 <br />rl <br />00 <br />0 <br />rl <br />N <br />00 <br />0 <br />N <br />Ln <br />M <br />(n <br />J <br />U- <br />J <br />U- <br />J <br />(/) <br />v) <br />U <br />N <br />0 <br />cc <br />U <br />v) <br />Q <br />CD <br />0 <br />I— <br />0< <br />H <br />w <br />U-, <br />-I <br />_I <br />c n <br />-I <br />L <br />-IU <br />> <br />> <br />(,/) <br />E <br />0) <br />c <br />O <br />I, <br />f6 <br />N <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 />4J <br />L- <br />a) <br />U <br />N <br />E <br />Na) <br />U <br />Ln <br />rl <br />Irrigation System Repair <br />Traffic Control <br />w <br />U <br />L <br />+� <br />(/ <br />> <br />J <br />�O <br />cn <br />Oo <br />I— <br />Sodding Type Lawn <br />MnDOT <br />No. <br />0 <br />Ln <br />rl <br />N <br />0 <br />N <br />2104.503 <br />2104.503 <br />2104.504 <br />2104.504 <br />N <br />0 <br />L <br />Lri <br />0 <br />rl <br />N <br />dl <br />1 <br />L <br />N <br />rl <br />rl <br />N <br />N <br />0 <br />L <br />,-i <br />rl <br />N <br />N <br />Ct <br />0 <br />L <br />N <br />M <br />N <br />N <br />LC) <br />0 <br />L <br />I< <br />L <br />m <br />N <br />2360.509 <br />2360.509 <br />N <br />0 <br />L <br />r-I <br />O <br />Ln <br />N <br />M <br />0 <br />L <br />r-I <br />0 <br />Ln <br />N <br />2504.601 <br />rl <br />0 <br />k.O <br />M <br />tO <br />Ln <br />N <br />M <br />0 <br />L <br />M <br />N <br />Ln <br />N <br />2574.507 <br />Cr <br />0 <br />L <br />Lri <br />N <br />N <br />E • <br />0 <br />4.9 Z <br />rl <br />N <br />M <br />lD <br />N <br />00 <br />O <br />0 <br />,-I <br />N <br />M <br />Ln <br />tO <br />N <br />00 <br />C <br />Notes <br />rl <br />rl <br />rl <br />N <br />N <br />rl <br />M <br />LC. <br />