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H <br />z <br />0 <br />uJ <br />1r <br />2 <br />w <br />00 <br />-J <br />J <br />a <br />Ln <br />N <br />F- <br />L1 <br />Lu <br />O J <br />za <br />2O <br />Lu 2 <br />uJ <br />N M 4 Lfi lD <br />EV TO CV CONVERSION FACTOR = 1.25. <br />ESTIMATED QUANTITY BASED ON APPLIC, <br />ESTIMATED QUANTITY BASED ON APPLIC, <br />5 <br />O <br />1r <br />Lu <br />U <br />0 <br />z <br />1- <br />N <br />uJ <br />0 <br />LU <br />0- <br />2 <br />Q <br />z <br />a <br />2 <br />LV TO CV CONVERSION FACTOR = 1.30. <br />GENERAL NOTES: <br />1. THE LOCATION OF EXISTING UNDERGROI <br />ANY OR ALL EXISTING UTILITIES ARE SHO' <br />UTILITIES BEFORE COMMENCING WORK. <br />OCCASIONED BY HIS FAILURE TO EXACTLY <br />2. THE CONTRACTOR SHALL DETERMINE TH <br />CONSTRUCTION LIMITS BEFORE COMMEI <br />IRRIGATION SYSTEMS. <br />19-17 5751 164th Lane Drainage Improvements <br />Estimated Quantities <br />Estimated <br />Quantity <br />c-I <br />24 <br />cn <br />cn <br />46 <br />Oa <br />VI <br />50 <br />c-I <br />chi <br />18 <br />CO <br />10 <br />N <br />84 <br />v 1 <br />c 1 <br />20 <br />45 <br />314 <br />- <br />i <br />J <br />J <br />J <br />N <br />Ln <br />0 <br />1 <br />0 <br />0 <br />N <br />J <br />a <br />O <br />O <br />w <br />J <br />J <br />J <br />J <br />(„) <br />Ln <br />E <br />0J <br />C <br />o <br />N <br />— <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 />N <br />E <br />U1 <br />LL <br />a--, <br />Ln <br />> <br />J <br />O <br />Ln <br />Q <br />F- <br />Sodding Type Lawn <br />MnDOT <br />No. <br />2021.501 <br />2104.503 <br />2104.503 <br />2104.504 <br />2104.504 <br />2105.507 <br />2112.519 <br />2211.507 <br />2232.504 <br />2357.506 <br />2360.509 <br />2360.509 <br />2501.502 <br />M <br />0 <br />Lfl <br />c-1 <br />0 <br />Lfl <br />N <br />c-1 <br />0 <br />lD <br />0] <br />Lfl <br />N <br />c I <br />0 <br />LSD <br />M <br />(ID <br />Lfl <br />N <br />2573.503 <br />2574.507 <br />2575.504 <br />0 <br />4, Z <br />ci <br />N <br />M <br />Lfl <br />lD <br />I� <br />00 <br />Cn <br />0 <br />c-I <br />c-I <br />c-I <br />N <br />c-I <br />m <br />c-I <br />c-I <br />Lfl <br />c-I <br />LD <br />c-I <br />I- <br />c-I <br />00 <br />c-I <br />Ql <br />c-I <br />Notes <br />c-I <br />c-I <br />c-1 <br />N <br />N <br />c-I <br />M <br />Cr <br />Cr <br />Lfl <br />CD <br />