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r <br />m <br />i0 <br />J <br />L. <br />LI <br />w <br />2 <br />N— <br />Z_ <br />0 <br />W <br />DC <br />Q <br />2 <br />W <br />00 <br />J <br />J <br />Q <br />2 <br />N <br />in <br />I— <br />LIJ2 <br />J <br />O J <br />zQ <br />u 2 W <br />H W <br />> cc <br />Q <br />0_ c-I <br />2. EV TO CV CONVERSION FACTOR = 1.25. <br />3. ESTIMATED QUANTITY BASED ON APPLICATION RATE <br />4. ESTIMATED QUANTITY BASED ON APPLICATION RATE <br />0 <br />w <br />cC <br />N— <br />N <br />O <br />U <br />J <br />J <br />Q <br />W <br />0 <br />J <br />U <br />Z_ <br />J <br />J <br />Q <br />2 <br />N <br />i <br />H <br />Z <br />Q <br />D <br />d <br />D <br />V) <br />a <br />2 <br />J <br />Ln <br />Q <br />m <br />0 <br />z <br />Q <br />w <br />C7 <br />Q <br />z <br />C7 <br />(n <br />} <br />z <br />Q <br />N <br />W <br />I— <br />D <br />O <br />ce <br />N <br />w <br />U <br />U <br />a <br />z <br />Q <br />li <br />H <br />W <br />0 <br />w <br />a <br />6. LV TO CV CONVERSION FACTOR = 1.30. <br />7. ESTIMATED QUANTITY BASED ON 100 LB/ACRE. <br />8. ESTIMATED QUANTITY BASED ON 120 LB/ACRE. <br />9. ESTIMATED QUANTITY BASED ON 4000 LB/ACRE. <br />GENERAL NOTES: <br />— Ioc <br />J O <br />D U <br />Q <br />0 cc <br />Z I— <br />D Z <br />O O <br />cC U <br />cc 2 <br />W I— <br />Z Z> <br />D <br />C7 O <br />Z_ 2 <br />N— N <br />N W <br />X <br />w Q <br />LL N <br />O w <br />Z~ <br />O J <br />Q J <br />U z <br />O <br />J <br />W (n <br />I X <br />I— w <br />c-1 <br />COMMENCING WORK. HE AGREES TO BE FULLY RESP <br />TO EXACTLY LOCATE AND PRESERVE ANY AND ALL Uf <br />2. THE CONTRACTOR SHALL DETERMINE THE EXACT LO1 <br />LIMITS BEFORE COMMENCING WORK. THE CONTRAC <br />3. PERMANENT SIGN REMOVAL AND INSTALLATION IS 1 <br />20-08 9591 Inverness Lane Drainage Improvements <br />Estimated Quantities <br />Estimated <br />Quantity <br />ci <br />c-I <br />N <br />N <br />88 <br />N <br />al <br />105 <br />N <br />220 <br />c-I <br />15 <br />20 <br />N <br />00 <br />c�-I <br />N <br />N <br />30 <br />364 <br />c-I <br />CY) <br />O> <br />c-I <br />c I <br />DI <br />O� <br />c 1 <br />15 <br />180 <br />30 <br />m <br />0.26 <br />0 <br />O <br />c-I <br />- <br />W <br />aOw <br />L <br />Lu <br />J <br />J <br />J <br />(n <br />n <br />U <br />N— <br />0 <br />U <br />nQ <br />J <br />Z <br />Z <br />O <br />w <br />J <br />J <br />J <br />WJ <br />J <br />( <br />J <br />J <br />J <br />U <br />m <br />m <br />W <br />U <br />m <br />E <br />41 <br />C <br />O <br />(0 <br />N <br />— <br />0 <br />2 <br />Clearing & Grubbing Tree <br />Remove Bituminous Flume <br />Remove Pipe Apron <br />Sawing Bituminous Pavement <br />Remove Concrete Curb & Gutter <br />Remove Sewer Pipe (Storm) <br />Remove Bituminous Pavement <br />Geotextile Fabric Type IV <br />Common Excavation (EV) <br />Subgrade Preparatin <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 />18" CS Pipe Apron <br />Safety Grate for 18" CS Apron <br />18" RC Pipe Sewer Design 3006 <br />18" HDPE Pipe Sewer <br />Irrigation System Repair <br />F&I Casting Assembly (Storm) <br />Construct Drainage Structure Design 48-4020 <br />Random RipRap Class III <br />Concrete Curb & Gutter Design B618 <br />Traffic Control <br />Silt Fence <br />> <br />J <br />0 <br />Q" <br />0 <br />H <br />Fertilizer Type III <br />Seed Mixture 25-151 <br />Hydroseeding <br />Hydraulic Mulch Matrix <br />MnDOT <br />No. <br />2021.501 <br />2101.524 <br />2104.502 <br />2104.502 <br />2104.503 <br />2104.503 <br />2104.503 <br />2104.504 <br />2105.504 <br />2105.507 <br />2112.519 <br />O <br />Lf) <br />c-I <br />c-I <br />N <br />N <br />2232.504 <br />2357.506 <br />2360.509 <br />2360.509 <br />2501.502 <br />2501.602 <br />0 <br />Lf) <br />ffi <br />O <br />Lf) <br />N <br />2503.503 <br />O <br />l0 <br />4 <br />O <br />Lf) <br />N <br />2506.502 <br />2506.503 <br />O <br />Lf) <br />c-1 <br />c-1 <br />Lf) <br />N <br />O <br />Lf) <br />c-I <br />rn <br />L) <br />Ni <br />O <br />LO <br />rri <br />l0 <br />Lf) <br />Ni <br />O <br />Lf) <br />rr <br />N. <br />Lf) <br />Ni <br />2574.507 <br />2574.508 <br />2575.502 <br />O <br />Lf) <br />Lf) <br />N- <br />Lf) <br />N <br />O <br />1.11 <br />Ln <br />N <br />Lf) <br />N <br />0 <br />Nic-I <br />M <br />Ln <br />l0 <br />N <br />00 <br />Ol <br />O� <br />c-I <br />c-I <br />c-I <br />ci <br />ci <br />co <br />N <br />00 <br />c-1 on <br />ON <br />N <br />N <br />Ni <br />N <br />N <br />N <br />N <br />ONO <br />N cn <br />OM <br />M <br />ff) <br />Notes <br />c-I <br />c-I <br />c-I <br />c-I <br />N <br />N <br />c-I <br />M <br />Lfl <br />m <br />N- <br />00 <br />on <br />