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PAY ITEM NOTES: <br />1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />EV TO CV CONVERSION FACTOR = 1.2. <br />ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 0.07 GAL/SY. <br />ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 110 LB/SY-IN. <br />¢ <br />z <br />V 0 <br />Z <br />Ow 'm <br />0 00 <br />Ow <br />w O Z <br />N Z n <br />J w <br />0 <br />< J V <br />m <br />Q C7 ¢ <br />g zm <br />Z 0 <br />O —"a <br />N z w <br />w Q Q <br />0 2 Z <br />m m o <br />z mZ <br />w ¢ <br />F- mN <br />0 01— <br />0 w m <br />a m0 <br />x Fm <br />&, O&, <br />vl <br />O• w V LU <br />V <br />m > Q V¢ <br />¢ w Z <br />2Ln 0‹ <br />0 ¢ m i <br />z V V v <br />z Z 0 <br />LLIt w <br />X J d <br />w Q 0, <br />w 2 Z_ <br />¢ 0 N Z_ <br />Z <br />M - z z <br />=w <Tt <br />um <br />2z <br />2Oz NN <br />w <br />a0 mu, <br />a_, _,z <br />M 7 vi <br />GENERAL NOTES: <br />000> 1-° F°w0 <br />L w J w z, p z m <br />w m m 2 m w m 2 <br />2ind 1— tin zz <br />Zo �z wzOO <br />zwOz in0 m0 <br />O zin¢ 2 - DN a¢ <br />} 2 t L L J w w w m <br />m w m w <br />N 0 <br />w - Z <br />1_ 0 2_, z w — w <br />¢ Jw O0 2¢ mC7 <br />OAF¢ (Dz 'nOZN-, <br />a m w w z~ w t¢ O <br />a O w 0 0 Z¢ w z a <br />z¢ow ZV 0� QO(7 <br />¢ H w m � w z Zp � m z <br />z Z 2_, X H O V N 0 <br />O w H ,n 0 <br />ZV� w.1 ¢Z0 <br />O w O N a m V p 0 0 <br />0 <br />0 H 2 O �i O¢ D a V <br />w Z m m w 0= z <br />z ink <br />Q�UD (%DFA <!-- Xz <br />inOZz 1 V 0 `nZ_ L 00 <br />din 20 Vww =w ¢m} <br />< 9 2 w 1-¢ ¢ m <br />-a00 0 �g2 z30 , <br />w <br />OwwO ¢0in ,Am z00 <br />z i m w ›Li,'„, z O¢ <br />��Om wmw Din ¢in <br />0 ¢ 2 w <br />2HwHvi 2 v~ � V_2m <br />V, m w ,, w} 2¢ <br />w0Lu m� �� 2i 0¢ <br />Z 2 w X w 2 <br />Z N w 2= m- O m 2 H 0v <br />0 ,, D 2 Z w C7 ¢ to O m <br />Z w L �i 0 0 z 2= a V 2 <br />�Z _,z. <br />¢ w� O_ vi�� <br />LUC)X¢m Nho HmILn <br />0} w 2 w m w ::;:: <br />inzJ¢ppN¢ ZDJ <br />OwOa¢ cco <br /><OD QO 0 <br />oa-Q< owo aaaaa <br />w¢U}} wp0 ��az, <br />1-0_QQ Ha< v¢iz zOVv¢i <br />c-I N M <br />19-01 FORD BROOK ESTATES STREET RECONSTRUCTIONS <br />STATEMENT OF ESTIMATED QUANTITIES <br />W'a <br />- a <br />N <br />" <br />N <br />m <br />.. 4 <br />m .. <br />N N- <br />r. <br />.. <br />- <br />N <br />2 E <br />11 2575.562 HYDRAULIC MATRIX TYPE MULCH LBS 1,040 <br />ALTA: KRYPTON STREET CUL-DE-SAC (100' DIAMETER) <br />PAGE MNDOT ESTIMATED <br />No. NOTE No DESCRIPTION UNIT QUANTITY <br />'" <br />2 . <br />N <br />.. N <br />1 <br />5 g' <br />z <br />o±±± <br />�i �i <br />o <br />ti <br />�i , <br />o <br />0 <br />0 <br />o <br />0 0 <br />c <br />MOBILIZATION <br />CLEARING TREE <br />GRUBBING TREE <br />REMOVE PIPE CULVERTS <br />REMOVE CONCRETE PAVEMENT - DRIVEWAYS <br />REMOVE BITUMINOUS PAVEMENT - DRIVEWAYS <br />REMOVE BITUMINOUS PAVEMENT -ROADWAY <br />REMOVE GRAVEL PAVEMENT - DRIVEWAYS <br />SUBGRADE EXCAVATION, REMOVE UNSUITABLE MATERIAL(EV) <br />SAWING CONCRETE PAVEMENT- FULL DEPTH <br />SAWING BITUMINOUS PAVEMENT - FULL DEPTH <br />SALVAGE AND INSTALL RETAINING WALL <br />SALVAGE AND INSTALL MAIL BOX SUPPORT <br />TEMPORARY MAIL BOX CLUSTER <br />COMMON EXCAVATION (EV) <br />SELECT GRANULAR BORROW (CV) <br />GEOTEXTILE FABRIC TYPE V <br />SUBGRADE PREPARATION <br />= <br />5 <br />L <br />� a <br />a 3 <br />AGGREGATE BASE CLASS 5 MODIFIED (CV) <br />MILL BITUMINOUS PAVEMENT (1.5") <br />BITUMINOUS MATERIAL FOR TACK COAT <br />TYPE SP 9.5 WEARING COURSE MIXTURE (SPW EA340C) (1.5") <br />TYPE SP 9.5 WEARING COURSE MIXTURE (SPW EA340C) DRIVEWAYS <br />(2.0") <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPN W B330C) (2.0") <br />15" CS PIPE CULVERT <br />15" CS PIPE APRON <br />CLEAN PIPE CULVERT <br />4" PERF. PIPE DRAIN <br />CONSTUCT DRAINAGE STRUCTURE DESIGN 48-4020 <br />FURNISH & INSTALL CASTING ASSEMBLY -STORM <br />ADJUST FRAME & RING CASTING <br />6" CONCRETE DRIVEWAY PAVEMENT <br />LANDSCAPE RESTORATION <br />TRAFFIC CONTROL <br />TREE PROTECTION FENCE <br />SILT FENCE, TYPE MS <br />STORM DRAIN INLET PROTECTION -MANHOLE <br />STORM DRAIN INLET PROTECTION -CULVERT <br />FERTILIZER TYPE 3 <br />o 0 <br />o <br />SEED MIXTURE 25-151 <br />SODDING TYPE LAWN <br />CLEARING TREE <br />GRUBBING TREE <br />REMOVE CONCRETE PAVEMENT - DRIVEWAYS <br />SUBGRADE EXCAVATION, REMOVE UNSUITABLE MATERIAL(EV) <br />COMMON EXCAVATION (EV) <br />SELECT GRANULAR BORROW (CV) <br />GEOTEXTILE FABRIC TYPE V <br />AGGREGATE BASE CLASS 5 MODIFIED (CV) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />TYPE SP 9.5 WEARING COURSE MIXTURE (SPW EA340C) (1.5") <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPN W B330C) (2.0") <br />DECIDUOUS TREE 2.5" CAL BR <br />o o <br />z <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />N N <br />11 <br />N N <br />.. <br />.. .. <br />.. .. <br />.. .. <br />.. .. <br />STATEMENT OF ESTIMATED QUANTITIES <br />