Laserfiche WebLink
ESTIMATED <br />COST EXTENSION <br />UNIT COST <br />8" under pavement, 6" under driveways. <br />N <br />c-1 <br />I I <br />L <br />O <br />U <br />f0 <br />O <br />U <br />> <br />of. ;, U <br />W L <br />No <br />O <br />Z LP) Ln W <br />O O O Ln O O M Ln O <br />Q O O O N O 00 .� M 00 <br />O O O O O O c-1 4 N O <br />co 0 o co N d- N N 0o <br />0 0 o m 0 Ln c., ,r Ln <br />,I- <br />,-,- O O N N oo % -I <br />5,90 <br />,, , -1 rl c-I c-1 r-1 <br />CV to LV cony. factor = 1.3. <br />MnDOT seed mix 25-151 plus fertilizer. <br />O O <br />O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br />CT, NI 660000080000000000 <br />O O Ln Ln O SiLn Ln O O O O O O O O <br />O N? O O m 0 0 O Ln 0 f 00 0 Ln 76, <br />m <br />Lri <br />i, <br />~ CD M <br />O <br />Z c-I Ln Ln 0 00 O Ln <br />a N N Cp O Ln l0 <br />Ln m <br />a <br />in• t/} in -V, in- tn- -M. in. t/- tn- <br />M <br />00 <br />4 <br />01 <br />00 <br />0 00 <br />M 4 <br />Ln c-1 <br />c-1 r-1 <br />N <br />O O O O O � N <br />Ln <br />O O O O O Ol O <br />rl <br />Lu <br />IA E~ cn Q Q Q LL N} Q Z Z Q Q L- >- Q>-= <br />w w w w w U 2 U 0 O O w w w cn w U UQ <br />N <br />i V <br />O u <br />c <br />O a <br />a, cu m <br />ea t3 <br />u. <br />W H Q W <br />CD <br />O iCe CD <br />a <br />DESCRIPTION <br />MNDOT No. <br />MOBILIZATION <br />SALVAGE & RE -INSTALL MAILBOX SUPPORT <br />GRUBBING <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />COMMON EXCAVATION <br />SUBGRADE PREPARATION <br />AGGREGATE BASE CLASS 5 MODIFIED (CV) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />0 <br />Ni <br />U <br />M <br />w <br />00 <br />D <br />I- <br />X_ <br />2 <br />w <br />cn <br />00 <br />D <br />0 <br />U <br />(9 <br />Z <br />00 <br />Q <br />w <br />z <br />0 <br />z <br />Ln <br />Ni <br />, -1 <br />d <br />N <br />W <br />d <br />>- <br />- <br />ADJUST VALVE BOX <br />ADJUST FRAME AND RING CASTING <br />CONCRETE CURB & GUTTER DESIGN B618 <br />7" CONCRETE VALLEY GUTTER <br />STORM DRAIN INLET PROTECTION <br />TURF ESTABLISHMENT <br />c-1 N N N m N co N 00 Ol Ol N N m N N. c-I <br />0 0 0 0 0 0 r-I O O O 0 0 0 0 0 0 0 0 <br />Ln Ln Ln Ln Ln CD Ln Ln Ln Ln Ln CD Ln Ln CD Ln Ln Ln <br />,-I4 4 4 4 Ln N c-1 I� O O 4 C0 , -I r-1 M Ln <br />N 0 0 0 0 0 -1 r-I Ln 00 CD O O m M I� N <br />0 r-1 r-I c-I c-I c-I N m M M Ln Ln Ln Ln Ln Ln Ln <br />N N N N N N N N N N N N N N N N N N <br />Estimated Construction Cost <br />Ln 00 <br />d <br />oO10 Ni .1 ,t <br />Lr L6 <br />ri <br />> Use $140,000 <br />Estimated Project Cost <br />Sheet 2 of 6 <br />c-1 N m Ln CD <br />O ,-1 N M Ln CD I-- 00 <br />rl , -I , -1 r-1 r-1 r-1 , -1 , -1 , -1 <br />