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PAY ITEM NOTES: <br />1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY <br />EV TO CV CONVERSION FACTOR = 1.25. <br />ESTIMATED QUANTITY BASED ON APPLICATION RATE <br />4. ESTIMATED QUANTITY BASED ON APPLICATION RATE <br />0 Q <br />cm <br />Io <br />0< cC <br />U W U U <br />J <br />c7 < < <br />Q zQ ca ca <br />UJ L O O <br />�cn 0 <br />J >- <br />Uz 11 Z Z <br />z a oc 0 0 <br />Jvi o0 0 0 <br />a� V) V) <br />LULU <br />v) 0 U- ca m <br />>- c z >- >- <br />� v I— I— <br />I—(f) &j I I <br /><L w < < <br />D U z D D <br />� a C/ 0 <br />2Q o 0 <br />ooc > 1— i— <br />v) 1 U < < <br />O _ w O 2 2 <br />,o 1 1 <br />J tZ ▪ J W W <br />I.li vO IN 00 <br />9. ESTIMATED QUANTITY BASED ON 4000 LB/ACRE. <br />GENERAL NOTES: <br />1. THE LOCATION OF EXISTING UNDERGROUND UTILITI <br />EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR 5. <br />COMMENCING WORK. HE AGREES TO BE FULLY RESP <br />TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UP <br />2. THE CONTRACTOR SHALL DETERMINE THE EXACT LO1 <br />LIMITS BEFORE COMMENCING WORK. THE CONTRAC <br />PERMANENT SIGN REMOVAL AND INSTALLATION IS 1 <br />cr.) <br />20-08 9591 Inverness Lane Drainage Improvements <br />Estimated Quantities <br />Estimated <br />Quantity <br />r1 <br />rl <br />N <br />N <br />00 <br />00 <br />N <br />a1Ln <br />al <br />O <br />LID <br />N <br />O <br />N <br />�n <br />O <br />N <br />N <br />00 <br />�, <br />N <br />N <br />O <br />M <br />M <br />r1 <br />M <br />O1 <br />O <br />h <br />rlr_i <br />Ln <br />O <br />00 <br />O <br />M <br />Ln <br />M <br />N <br />O <br />O <br />O <br />v) <br />J <br />w<< <br />CC <br />W <br />W <br />L <br />J <br />U <br />J <br />U>->->- <br />J <br />V) <br />V) <br />U <br />I- <br />CI <br />U <br />(/) <br />-I Q <br />z <br />O <br />z<< <br />O <br />W <br />W <br />u <br />J <br />u <br />J <br />V)< <br />J <br />W <br />u>- <br />J <br />U <br />J <br />V) <br />J <br />J <br />U <br />m <br />J <br />m <br />J <br />W <br />°C <br />U <br />m <br />J <br />E <br />w <br />4-+ <br />Mobilization <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 />c <br />O <br />Q <br />Q <br />a) <br />0_ <br />E_ <br />U <br />00 <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 />J <br />=O <br />Q <br />0 <br />H <br />Fertilizer Type III <br />Seed Mixture 25-151 <br />Hyd roseed i ng <br />Hydraulic Mulch Matrix <br />MnDOT <br />No. <br />% -I <br />o <br />Ln <br />. <br />r-1 <br />N <br />0 <br />N <br />2101.524 <br />2104.502 <br />2104.502 <br />m <br />o <br />Ln <br />. <br />4 <br />0 <br />rl <br />N <br />2104.503 <br />2104.503 <br />2104.504 <br />2105.504 <br />N <br />0 <br />L n <br />. <br />�n <br />0 <br />rl <br />N <br />C <br />rl <br />L( . <br />N <br />rl <br />rl <br />N <br />N <br />0 <br />L( . <br />r1 <br />rl <br />N <br />N <br />2232.504 <br />LO <br />0 <br />Ln <br />. <br />IN <br />Ln <br />M <br />N <br />2360.509 <br />2360.509 <br />2501.502 <br />N <br />O <br />LO <br />. <br />r1 <br />0 <br />Ili <br />N <br />2503.503 <br />M <br />0 <br />Ln <br />. <br />M <br />0 <br />Ln <br />N <br />rl <br />0 <br />LO <br />. <br />4 <br />0 <br />Ln <br />N <br />2506.502 <br />2506.503 <br />N <br />0 <br />Ln <br />. <br />rl <br />rl <br />Ln <br />N <br />M <br />0 <br />L( . <br />rl <br />M <br />Ili <br />N <br />r1 <br />0 <br />LO <br />. <br />M <br />LO <br />L.r) <br />N <br />M <br />0 <br />L.r) <br />. <br />M <br />N <br />Ln <br />N <br />2574.507 <br />2574.508 <br />N <br />0 <br />L( . <br />�n <br />N <br />Ln <br />N <br />Ln <br />0 <br />L( . <br />�n <br />N <br />Ln <br />N <br />2575.508 <br />E O <br />cu t <br />r-I <br />N <br />M <br />r <br />Ln <br />LO <br />N <br />00 <br />O1 <br />0 <br />r1 <br />rl <br />N <br />r1 <br />M <br />r1 <br />rl <br />Ln <br />rl <br />LO <br />r1 <br />N <br />r1 <br />00 <br />r1 <br />al <br />r1 <br />0 <br />N <br />Ni <br />N <br />N <br />M <br />N <br />N <br />Ln <br />(-Ni <br />LID <br />N <br />N <br />00 <br />N <br />C <br />N <br />0 <br />M <br />M <br />N <br />M <br />Notes <br />r1 <br />rl <br />r1 <br />r1 <br />N <br />N <br />r1 <br />M <br />Ln <br />M <br />N <br />00 <br />Ol <br />