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PAY ITEM NOTES: <br />1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />2. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 0.07 GAL/SY. <br />3. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 110 LB/SY-IN. <br />() <br />z(') <br />W <br />z� <br />W <br />cc H <br />ozQ <br /><(z) <br />w cc 0 <br />5 cc u <br />cc owcoo <br />Z <br />JQQ <br />J w <br />aLf)� <br />Z o_Oz <br />V <br />U v) <br />zLuZ <br />JOa <br />=Zw <br />Q °C <br />z u_ <br />D J U <br />C� a U <br />a <br />zz <br />v) Z Q <br />o_a1 <br />Dzw <br />J Q L <br />5. FINISH WITH CLEAR CURING COMPOUND. <br />6. CV TO LV CONVERSION FACTOR = 1.3. <br />v) v) <br />W Q <br />:m <br />J <br />cc <br />�ZU <br />ZQO <br />H Lu <br />U <br />w 1— <br />zm <br />0 <br />Q z <br />QNa <br />>a� <br />0mz <br />Lu <br />w <br />< <br />wW< <br />oc- <br />z a0 <br />-oz <br />z <br />0< <br />Uu <br />z Qw <br />m <br />w z w <br />>-CL <br />w <br />0 m <br />z,Q� <br />uJ <br />2z <br />>Q <br />. a <br />�0_0 <br />w <br />w <br />z <br />21-04 2021 NEIGHBORHOOD OVERLAY IMPROVEMENTS <br />STATEMENT OF ESTIMATED QUANTITIES <br />ESTIMATED <br />QUANTITY <br />`� <br />N <br />r-I <br />289 <br />N <br />N <br />80 <br />84 <br />24 <br />oo <br />r-1 <br />Q <br />r-I <br />N <br />K? <br />m <br />rn <br />M <br />N <br />CI <br />al <br />M <br />20 <br />M <br />r1 <br />N <br />18 <br />N <br />% -1 <br />219 <br />240 <br />lD <br />rn <br />`� <br />00 <br />r-1 <br />102 <br />M <br />r-1 <br />870 <br />Ln <br />M <br />N <br />, <br />0 <br />ill <br />_ <br />Z <br />v) <br />J <br />a <br />w <br />u_ <br />J <br />w <br />J <br />u_ <br />J <br />(1) <br />0 <br />v) <br />v) <br />a <br />Ur <br />z <br />O <br />a <br />W <br />a <br />W <br />a <br />W <br />a <br />W <br />a <br />W <br />u_ <br />J <br />u_ <br />J <br />} <br />(/) <br />v) <br />-I0 <br />(/) <br />u_ <br />-I <br />u_ <br />-I <br />u_ <br />-Iv) <br />uL <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 />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 />CONCRETE CURB & GUTTER DESIGN B618 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />7" CONCRETE VALLEY GUTTER <br />TRAFFIC CONTROL <br />TOPSOIL (LV) <br />SODDING TYPE LAWN <br />24" SOLID LINE PAINT (EPDXY) <br />4" DOUBLE SOLID LINE PAINT (EPDXY) <br />4" SOLID LINE PAINT (EPDXY) <br />CROSSWALK PAINT (EPDXY) <br />MNDOT <br />No. <br />% -1 <br />0 <br />r-1 <br />Ni <br />0 <br />N <br />2104.502 <br />2104.503 <br />2104.503 <br />2104.503 <br />2104.504 <br />N <br />O <br />r-I <br />r-1 <br />N <br />(NI <br />2231.604 <br />2232.504 <br />2357.506 <br />0) <br />O <br />O <br />l0 <br />M <br />N <br />2503.602 <br />2503.602 <br />2504.602 <br />2506.502 <br />Ni <br />O <br />l0 <br />0 <br />L11 <br />Ni <br />M <br />O <br />r-I <br />M <br />I_f) <br />N <br />M <br />O <br />r-I <br />M <br />I_f) <br />N <br />2531.604 <br />% -1 <br />0 <br />M <br />l0 <br />Ln <br />N <br />2574.507 <br />2575.504 <br />2582.503 <br />2582.503 <br />M <br />O <br />Ni <br />CO <br />I f) <br />N <br />2582.518 <br />0 <br />W z <br />r-I <br />N <br />M <br />V1 <br />l0 <br />00 <br />Ol <br />0 <br />% -I <br />r1 <br />N <br />% -I <br />M <br />% -I <br />% -I <br />L) <br />l0 <br />% -I <br />N <br />% -I <br />00 <br />% -I <br />Ol <br />% -I <br />0% <br />N <br />-I <br />N <br />N <br />N <br />M <br />Ni <br />N <br />Lr) <br />N <br />l0 <br />N <br />W <br />0N <br />z <br />% -1 <br />% -1 <br />% -1 <br />% -1 <br />�' <br />% -1 <br />N <br />m <br />111 <br />L) <br />Ul <br />l0 <br />GENERAL NOTES: <br />CC <br />0 <br />U <br />aW <br />CC CO <br />ZJ <br />0(. <br />w2 <br />U <br />ov) <br />W <br />w a <br />cc <br />a <br />v) 0 <br />W <br />1 J <br />�a <br />�0 <br />za <br />zz <br />• cC <br />w0 <br />J uL <br />J W <br />a <br />CC <br />Oz <br />Zc <br />a v) <br />� W <br />W <br />LU <br />1- J <br />ZJ <br />CL <br />a <br />Dm <br />C� 0 <br />0- L <br />Z L1 <br />w <br />- Q <br />• W <br />z ▪ • <br />OcC <br />uJ <br />< <br />w <br />0cc <br />00 <br />U <br />a w <br />Z CC <br />a0 <br />Z" <br />w <br />z <br />OF_ <br />= J <br />cc <br />v) � <br />a(9 <br />• Z <br />w <br />ILf) <br />1= w <br />D <br />oa <br />ZLI- <br />D 0 <br />0z <br />0O <br />wa <br />0 U <br />Z <br />V U <br />za <br />x <br />v) w <br />• w <br />w <br />Oz <br />z2 <br />0 1c <br />aw <br />o� <br />J J <br />J <br />u.J a <br />2. PAVEMENT RADII AT INTERSECTIONS ARE ASSUMED TO BE 20 FT AND AT CUL-DE-SAC ENTRANCES ARE ASSUMED TO BE 50 FT UNLESS OTHERWISE NOTED. <br />2021 NEIGHBORHOOD OVERLAY IMPROVEMENTS <br />CITY PROJECT NO. 21-04 <br />CITY OF RAMSEY, MINNESOTA <br />SEQ & NOTES <br />Q1 <br />ci <br />o O <br />ci <br />LLN <br />U <br />J <br />l7 <br />O <br />