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PAY ITEM NOTES: <br />1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />2. EV TO CV CONVERSION FACTOR = 1.25. <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 />6. FINISH WITH CLEAR CURING COMPOUND. <br />7. 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PAVEMENT RADII AT INTERSECTIONS ARE ASSUMED 20 FEET AND AT CUL-DE-SAC ENTRANCES ARE ASSUMED TO BE 50 FEET UNLESS OTHERWISE NOTED. <br />21-12 2021 ADDITIONAL PAVEMENT OVERLAY IMPROVEMENTS <br />STATEMENT OF ESTIMATED QUANTITIES <br />0 >- <br />W , <br />CQ Z <br />a <br />p/''�-�J% <br />W V <br />a --I cO <br />( M O <br />M O' <br />,rI <br />(Y) Ln <br />,, <br />:9 00 <br />4D <br />c 7 -I <br />Ml <br />. `� <br />N M <br />.O iir--9-' <br />LNtfN <br />N <br />�JJ) <br />( Q1 .-I <br />Lc -I <br />�--I 7 <br />OlG_ <br />j , <br />H <br />Z <br />D <br />V1 Q <br />J w <br />W w <br />J J <br />w <br />J (n <br />, i,, <br />(n , <br />(n N <br />Q Z <br />6fi) <br />Q Q <br />W W <br />Q Q <br />W W <br />Q, <br />W (n <br />w w <br />J J <br />w Cn <br />(n J <br />Ln i, <br />J U (n <br />DESCRIPTION <br />MOBILIZATION <br />REMOVE CASTING <br />REMOVE CONCRETE CURB AND GUTTER <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />SAWING CONCRETE PAVEMENT (FULL DEPTH) <br />REMOVE BITUMINOUS PAVEMENT <br />REMOVE CONCRETE WALK <br />AGGREGATE BASE CLASS 5 MODIFIED (CV) <br />BITUMINOUS PATCH <br />MILL BITUMINOUS SURFACE (2.0") <br />BITUMINOUS MATERIAL FOR TACK COAT <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 2.0" <br />GROUT CATCH BASIN <br />RESET CATCH BASIN <br />ADJUST VALVE BOX <br />ADJUST FRAME AND RING CASTING <br />CASTING ASSEMBLY <br />6" CONCRETE WALK <br />CONCRETE CURB & GUTTER DESIGN B618 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />TRUNCATED DOMES <br />LANDSCAPE RESTORATION <br />TRAFFIC CONTROL <br />TOPSOIL (LV) <br />SODDING TYPE LAWN <br />n <br />O <br />0 O <br />Z Z <br />C <br />-I N <br />O O <br />`n Ln <br />4 <br />N 0 <br />O 'il <br />M M <br />O O <br />Ln Ln <br />4 4 <br />0 0 <br />'il T.:, <br />M 8" <br />O O <br />Ln Ln <br />4 <br />0 0 <br />.NI cN <br />8 8 <br />O O <br />Ln LC, <br />4 .--I <br />0 r-I <br />cN <br />8 8 <br />O O <br />LSD LC) <br />.--I Ni <br />M Cn <br />N N <br />l0 00 <br />O O <br />� � <br />O <br />Ln ( <br />N M <br />N N <br />O O <br />m (.0 <br />(6 M <br />O O <br />N NLn <br />N N <br />O O <br />IDLn <br />l0 <br />O O <br />Nn N <br />N 8 <br />O O <br />Ln Ln <br />—I <br />O N <br />Nn N <br />M M <br />O O <br />Ln Ln <br />c-I a --I <br />cn (n <br />LNn (if,' <br />00 8 <br />rI O <br />tip �o <br />--I O <br />M (9 <br />N N <br />8 8 <br />O O <br />�o Ln <br />(Y7 4 <br />l0 I9 <br />N N <br />8 <br />O <br />Lnc-I <br />Ln <br />n <br />N <br />W• <br />O <br />c-I N <br />M <br />n 0 <br />N 00 <br />OO <br />crNl <br />Mi--74 <br />nI (D <br />cNI 00 <br />cO-1 O <br />rN <br />YNl gI <br />NI—z <br />W <br />Oc-I <br />Z <br />.--I a --I <br />r-I r-I <br />c-I N <br />CO rI <br />m (9 <br />(D <br />(0 9 <br />Ln I9 <br />2021 ADDITIONAL PAVEMENT OVERLAY IMPROVEMENTS <br />CITY PROJECT NO. 21-12 <br />CITY OF RAMSEY, MINNESOTA <br />STATEMENT OF ESTIMATED QUANTITIES <br />N <br />rn <br />o � <br />LLN <br />LL <br />LL <br />LL <br />❑ <br />❑ <br />❑ <br />REMOVE PED RAMPS W1 AND W2, UPDATE QUANTITIES <br />