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18-03 2018 OVERLAY IMPROVEMENTS <br />STATEMENT OF ESTIMATED QUANTITIES <br />ESTIMATED <br />QUANTITY <br />-±\ <br />5 <br />1,325 <br />® <br />1,932 <br />j <br />6 <br />170 <br />4,423 <br />/ <br />6 <br />5 <br />5 <br />5 <br />120 <br />100 <br />q- <br />3§ <br />UNIT <br />LS <br />SF <br />} <br />EA <br />LF <br />CY <br />} <br />} <br />} <br />GAL <br />TON <br />EA <br />EA <br />EA <br />SF <br />LF <br />SF <br />LS <br />CY <br />} <br />DESCRIPTION <br />MOBILIZATION <br />REMOVE CONCRETE PAVEMENT <br />REMOVE BITUMINOUS PAVEMENT <br />REMOVE CASTING <br />SAWING BITUMINOUS PAVEMENT <br />AGGREGATE BASE CLASS 5 MODIFIED (CV) <br />BITUMINOUS PATCH <br />EDGE MILL BITUMINOUS PAVEMENT 7' X (0" - 2") <br />MILL BITUMINOUS PAVEMENT <br />BITUMINOUS MATERIAL FOR TACK COAT <br />TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340C) (2.0") <br />CASTING ASSEMBLY <br />INSTALL CASTING <br />RESET CATCH BASIN / MANHOLE CASTING <br />6" CONCRETE WALK <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />TRUNCATED DOMES <br />TRAFFIC CONTROL <br />COMMON TOPSOIL BORROW (LV) <br />SODDING TYPE LAWN <br />MNDOT <br />No. <br />2021.501 <br />2104.503 <br />2104.505 <br />2104.509 <br />2104.513 <br />2211.503 <br />2231.604 <br />2232.501 <br />2232.501 <br />j <br />N <br />2360.501 <br />2506.516 <br />2506.521 <br />2506.602 <br />2521.501 <br />2531.501 <br />2531.618 <br />2563.601 <br />2574.525 <br />\ <br />\ <br />k- <br />z <br />- <br />- <br />rq <br />- <br />- <br />- <br />m <br />_ <br />_ <br />= <br />m <br />r1 <br />PAGE <br />No. <br />r1 <br />^ <br />j$ <br />r1 <br />/ <br />r1 <br />/ <br />Q$ <br />N <br />N <br />20 - 22 <br />\ <br />j <br />r1 <br />^ <br />j <br />r1 <br />^ <br />j <br />r1 <br />^ <br />j$$ <br />r1 <br />/ <br />r1 <br />/ <br />r1 <br />? <br />Q <br />r1 <br />/ <br />$ <br />r1 <br />1 <br />$$ <br />r1 <br />/ <br />GENERAL NOTES: <br />PAY ITEM NOTES: <br />»c2W0 <br /><oz=z <br />D®= <br />M&5$g <br /><e>/>>7 0 Q <br />CCLU D <br />o 1- -J <br />Z LU <br /><>Ca< <br />- <>- <br />zwEcz <br />)< <br />i)w 0 w <br />)G§§\ <br />/%/§ <br />E=k<zc <br />§2Uj <br />zC0< <br />D ZUE <br />0w <br />z� 0=o <br />7777� <br />0<0z» <br />cO cc e2/ <br />oz9°w <br />§ 0 --I <br />2W<=W <br />(xCC <br />v<Lu <br />UJ< 1- <br />0 zLu <br />zoc m <br />ozL1<o <br />pme� <br /><-w z <br />• ecg§ <br />geF_ <br />t<�E <br />Uj < 0 U <br />&§&*/\ <br />1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />2. EV TO CV CONVERSION FACTOR = 1.2. <br />3. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 0.07 GAL/SY. <br />4. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 110 LB/SY-IN. <br />zz <br />< <br />LU <br />\< <br />S § <br />\z \ <br />ZD <br />/\ <br />§\ <br />0< <br />LU <br />5< <br />w <br />CC0 <br />\§ <br />Sz <br /><2 <br />§— <br />z <br />z2 <br />< C§ <br />V) <br />I-§/ <br />D<< <br />©Zw <br />j/2 <br />ƒ§§ <br />\ 0m <br />STATEMENT OF ESTIMATED QUANTITIES <br />55, <br />