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<br />~-.----.:All'i'llFIlX".' ... 'T'-
<br />~#ST EL., 4448.~,'~MAx--:-i!i.-,i3-3x'.':in:- ,.' '1MlSS0VRI RIVER BASIN PROJECT
<br />\ MAX.W.-S,;uEi. 4442-CAP.'i,385~OOO -A.F,; NARROWS VNIT - COLORADO
<br />ITU::R.W.S.-Et.~ --430S-CAP....427,OOO -A.F.~
<br />~~.-=l!~,.S~_ ',~E~;~43~i: CAli. "'_~2Jo.~O,~ '~A"F.l C::~~~ D~48
<br />~IGATIgN ST.qR~E .. --.;3~?_5Jog{} _A.F',j "
<br />~FLCX?~_~_~9R~~ .' .3~9,~~~ _A.F.! RECONNAISSANCE ESTIMATE
<br />: -- I
<br />l.rAil~.---_.__c:.HECKED I U.Sc~m~ie~~~~~~M'\TE ir~~t~f~ ~~ ~~~~~T;~~t
<br />I ~ i I T E M r-~~~:::~gel~~~~~~~~E;t ~:A::e1) I~!an~~~
<br />! @ I AMOUNT] maJu~~~~M1~~Lt AMOUNT - fWIT UN~~~~ -- -
<br />r'-it;i;e~~;;-~~~.-~are of river ; LumP ~+~~S.r~~] ~~:~~--+I- ~-1--t t C:T+ C~:O ~~~.
<br />\ II during _const_~~,c:ion_______ ..,-'__-.' '--_._--+~. j ---.f. l.. ..,-----.--,.. ,
<br />~-~-l~~"~-=-~~~-~~,_,foun~~~~-:~ . lmnp Sum: l.~:L"L.S.; 100,000 Dr t t! 0 100.,000.
<br />i 3 I' EXcavation, c~~~.. stripping -._-,.._~-~,~._--~
<br />i i borrow pits 430,000 c.y.; .30: 129,0.0.0.
<br />1- ,,~----,--------:- ---
<br />4 i ExcavatiOF' common, dam found.
<br />! 5 I Excavation, earthfi11, in borro~
<br />pits and transportation to dam
<br />, ,embankment 4,90.0.,0.00. C.Y.;. .401,960,U90 !
<br />\--,_ _~L---. -__ _
<br />: 6 ! Excavation, sand and gravel, in
<br />: : borrOW pits and transportation
<br />\ : to' dam embankment 3,60.0.,0.00. c.y.. .45'1,620.,0.00.
<br />~.__-!- - -.-------
<br />) 7 !Earthfill in dam embankment
<br />
<br />I' -, ..-----O--~'--------
<br />i 8 i Sand and gravel fill in embankm:Ht<3,5o.O,OOo.
<br />~--~--~,.._--..,,-~. .
<br />j 9 :,Furnishing and placing
<br />i 1 upstream slope of dam
<br />I i (GOlden, ColoradO)
<br />ii 10 Ii FurniShing an~ .PlaC~'ng bed-ding
<br />, ,under riprap on dam embankment
<br />i 11 j Tapsoil for s~~'di;--~o~~-~~eata
<br />! I slope
<br />! 12 i seeding --.- -,.-.- -,----------.--.-
<br />, '.
<br />
<br />-
<br />
<br />"""'................., .....UJj....-...
<br />
<br />350.,0.0.0. ! c.Y.:
<br />
<br />.55
<br />
<br />192,500
<br />
<br />::t,9CO,OOO ! c.y.:
<br />
<br />.14
<br />
<br />546,0.'00.
<br />
<br />, c.y.',
<br />
<br />.13
<br />
<br />455,00.0.
<br />
<br />riprap 00.
<br />embankment.
<br />260.,00.0.
<br />
<br />13 ~Water far seeded area
<br />I
<br />114 i Crest surtaci~ (3" bit~~~~'-
<br />: surfacing on 8" crushed rock)
<br />15 T~ard ~;~~;;n cr~-~~f d~~-~
<br />
<br />i c.y. 6.001,560,000
<br />
<br />130,0.0.0 'c.y. 3.00.
<br />
<br />390,.000
<br />
<br />_..__.,_ ~____,.~~e~ _-"!____t;'! __~
<br />'~I':iii,WAY .
<br />:.M~. GAP. .-.~31706
<br />
<br />C.F.S.
<br />
<br />I~ -
<br />:Q4r~_
<br />i-9:U~LET, WORKS
<br />~CAP. _. C.F..S..
<br />
<br />._AT, W.~-.,*i:~
<br />
<br />. -.../
<br />
<br />8'2,000 lc.y..
<br />..._ __ _ ____-4.,_,.. .
<br />
<br />.50~ .4.1,000
<br />
<br />D i- t ti 0 129,000
<br /> I
<br />D i- t tl 0 192,500
<br /> I
<br /> ,
<br /> i
<br />D i t t; 0 1,960,000,
<br />D i t t.' 0 1,620,0.00
<br />D i t tlo 546,000.
<br />D i t t 0 455,000
<br /> i
<br />D i t t .0 1,560,000
<br />D ;. t t;o 390,0.00
<br />D i t .t \0 _~!g~f!j
<br /> I ._..Ln
<br /> i , 5,QDO:
<br />D t t. iO
<br />D t t 10_ 16,'800
<br />D t t !o 65,000~
<br />D t t io 10.8,000
<br /> I
<br />
<br />
<br />
<br />250,000 ! s.y. .02.
<br />- i .
<br />5'~.~~_~~~3:~__~.'~O.. _
<br />
<br />5,00.0
<br />
<br />16,800.
<br />
<br />13 ,000
<br />27,00.0.
<br />
<br />l.f. 5.0.0.
<br />
<br />65,000
<br />
<br />l.f~ 4.00~ 108,00.0
<br />
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