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W <br />H <br />O <br />Z <br />1. EV TO CV CONVERSION FACTOR = 1.2. <br />2. SEED MIXTURE 33-261 APPLICATION RATE OF 35 LB/ACRE. <br />cc <br />V <br />Z <br />cc 0 <br />V 1- <br />Q N <br />Li <br />CO 0 <br />o 1- <br />N <br />0 <br />w <br />CC <br />Z <br />0 <br />1- <br />V <br />J <br />d <br />a <br />m <br />a <br />Z <br />cc <br />0 <br />H <br />V <br />J <br />d <br />d <br />d <br />> <br />H <br />Q <br />w <br />w <br />H Q <br />w 2 <br />N = <br />1- J <br />cC D c <br />Ll <br />m 4 <br />5. MANHOLE CORING AND GROUTING IS INCIDENTAL TO PAY ITEM. <br />Q I Q J w <br />Z J W W> I <br />— O m J <br />D w p 1 <br />Z O Z m p <br />Z O Q <br />O N N <br />W W O w V cc <br />V <br />CC J <br />Q J V O CC <br />Q Q < W <br />W <br />V) w m Z <br />O w_ _ D <br />l=Q� a <br />D w cC <br />Y _ V 0 <br />Q Z O _ Q <br />Z 2 > <br />cC <br />D Z W Z <br />O<I- a <br />CCCC W Zv)w <br />cC Q D 0LU � <br />W O J Z Q W <br />Q Q < Wm <br />pzcn�Qa <br />0cnOV <br />VJZ <br />v~)Z ~Q�Q W <br />wJoOQV <br />Z Z W > O <br />LJ0000 ZJ <br />O> V cn Q> <br />Q W W CC I- <br />Z W H= O Q <br />Q <br />Q = m O <br />V_ 7 N1— <br />(Z <br />O XO m Z O <br />LELcj <br />cc i- d D <br />w 0_w cn N J <br />I-Q Q w d' u <br />l0 <br />E <br />CO <br />STATEMENT OF ESTIMATED QUANTITIES <br />19-06 RTC 9TH POND LINING IMPROVEMENTS <br />ESTIMATED <br />QUANTITY <br />c-I <br />c-I <br />260 <br />64 <br />7 <br />INW <br />945 <br />c-I <br />c-1 <br />638 <br />IN <br />IN <br />26 <br />IN <br />20 <br />n <br />135 <br />N <br />0.14 <br />0.14 <br />2,464 <br />0.64 <br />H <br />z <br />V) <br />J <br />V) <br />J <br />L.L <br />J <br />LL <br />J <br />< <br />W <br />< <br />W <br />> <br />U <br />> <br />V) <br />> <br />V) <br />> <br />U <br />< <br />W <br />< <br />W <br />LL <br />J <br />< <br />W <br />> <br />U <br />< <br />W <br />m <br />J <br />m <br />J <br />z <br />0 <br />UJ <br />CC <br />U <br />Q <br />> <br />V) <br />UJ <br />CC <br />U <br />< <br />ITEM DESCRIPTION <br />MOBILIZATION <br />CLEARING & GRUBBING <br />REMOVE SEWER PIPE (4" DRAINTILE) <br />SALVAGE & INSTALL PIPE STORM SEWER <br />SALVAGE & INSTALL PIPE APRON <br />SALVAGE & INSTALL CASTING <br />COMMON EXCAVATION (EV) <br />GEOMEMBRANE SYSTEM (GEOSYNTHETIC CLAY LINER) <br />GEOTEXTILE FABRIC TYPE IV <br />GRANULAR EMBANKMENT (CV) <br />15" RC PIPE APRON <br />TRASH GUARD FOR 15" RC PIPE APRON <br />15" RC PIPE SEWER, DESIGN 3006 CLASS III <br />CONNECT TO EXISTING STORM SEWER <br />RANDOM RIP RAP CLASS III <br />STORM DRAIN INLET PROTECTION <br />FERTILIZER TYPE 3 <br />SEED MIXTURE 33-261 <br />MULCH MATERIAL TYPE 1 <br />DISK ANCHORING <br />EROSION CONTROL BLANKET CATEGORY 3 <br />SEEDING <br />M N DOT <br />NO. <br />2021.501 <br />c-I <br />c-I <br />Vl <br />T I <br />O <br />c-I <br />N <br />2104.501 <br />2104.521 <br />2104.523 <br />2104.523 <br />c-I <br />0 <br />Vl <br />LP <br />O <br />c-I <br />N <br />2105.604 <br />2105.604 <br />2105.607 <br />Ln <br />c-I <br />Vl <br />T I <br />0 <br />LP <br />N <br />2501.602 <br />c-I <br />c-I <br />Vl <br />m <br />0 <br />LP <br />N <br />2503.602 <br />c-I <br />0 <br />Vl <br />Ti <br />T--I <br />Vl <br />N <br />2573.53 <br />2574.508 <br />2575.502 <br />c-I <br />c-I <br />Vl <br />Vl <br />I� <br />Vl <br />N <br />2575.519 <br />2575.523 <br />2575.605 <br />Ill <br />Oc-I <br />Z <br />c-I <br />LP <br />m <br />N <br />7 <br />C 0 <br />1— Z <br />-1 <br />N <br />m <br />, <br />Vl <br />lO <br />� <br />IOl <br />00 <br />O <br />c-I <br />c-I <br />c-I <br />N <br />c-I <br />m <br />c-I <br />7 <br />c-I <br />Vl <br />c-I <br />lO <br />c-I <br />I. <br />c-I <br />CO <br />c-I <br />co) <br />c-I <br />0 <br />N <br />c-I <br />N <br />N <br />N <br />z <br />LU <br />LU <br />LU <br />> l0 <br />0 a <br />z � o <br />Cz <br />z <br />Z w <br />z 2 <br />z o <br />a <br />= V <br />H <br />