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<br />:. <br />I- <br />I <br />'r. <br />1':-, <br />I' <br />I <br />I <br />I <br />II <br />I <br />I <br /> <br />" <br />I <br />I ' <br />II <br />II <br />I <br />'I <br />.I~:~~;_. <br />l\l' <br />, ,..fr:_ <br /> <br />I <br />, <br />I <br />I <br />I <br />, <br />L,s.B.H. COST-ESTlr.lATE- <br />Complete Cutoff <br />(see Criteria Sheet) <br />I QUA~~~--lli~R~~~ <br />I BY THE <br />CONTRAC'I'OR <br />__u_. _._ ~~~_,f~T Cl~i ~iL-- <br /> <br />FurniShing and placing. crest <br />surfacing (4" gravel} 10,000 I c.y. 3.00, 30,000 <br />------,----- ,.. , I"" ,-- <br />11 Guideposts on crest of dam I J I ! <br />(0- 50' ctrs.) _ ___. 1,120 ea:! j_'_~.OI <br /> <br />FurniShing tbe following Bizes o:r~ I I ! <br />se1J'8r pipe & constructing toe t I i <br /> <br />drai"" Ii: I <br />8-inch dia.!8....::.~_. _ _ _ -1-~ ~ 800 . ..~.~: ~ 5. OOi. 19.000 <br />~: ::~:::: ::::::: ,- -, - :;::~ -I::::;J~:! :~:::: <br />___.________L__ no., -:~ ...1- <br />24-1nob diameter i 2,800 : l.f.!K.2Si 39,900 <br />E\lrl:11-~~iD.if Il&at~;ialB for ~he ~I -I! Ir" :- <br />tollowtag and:. I <br />u_n__ I <br />COlUltruotlD8' PT6SBUre relief we . I I <br />8" i .d. slotted wood stave pipe, I I I ; <br />encased in 24'1 sandy gravel I I' I <br />packed well 5,200 : 1.f.:4b.00 <br />Developing pressure reli~-t- ;ell-~_ -1 __._~~~8_ i hr~_. ~ :-~?! <br />24 Ccmstructing 42" i.d. reinforced T i I I <br />precast conorete pipe ill8P8, ctionl " I l <br />wells 10 ft. high 37 ea. 2J500 I 92,~00 <br />P'urnisbing the -iollD'l'ing~~lzes ~f'-- i I I <br />bitulD.inOUB ooated No. 12 gage, ! I <br />corrugated metal pipe and coo- I I <br />I8trucUog relief well drains )-1-. i <br />IBT'_diameter 2,200 ,1.f'.:W.00' 22,000 <br />42"_diollL9ter (outtall drain) 1,300 - -: i''-i.kt,2Sr 27,825 <br />- _nW T H- , <br />inl.t and '; I I <br />outfall I I <br />30 I c.y.~5.00 <br />ii, <br /> <br />.; <br />z <br /> <br />I T 1i M <br /> <br />e <br />M <br /> <br />16 <br /> <br />18 <br /> <br />" <br /> <br />22 <br /> <br />23 <br /> <br />25 <br /> <br />26 <br /> <br />27 <br /> <br />Constructing concrete <br />outlet structure for <br />drain <br /> <br />~~~'~~f-~&t~'b;~~::s~~~r r--~-----____--_n_'--l <br />~nQ:::::J~~~~~r-QUANTITY Y~~:DI <br />-~Mou~~~I~~ff_]~~L-=P~~~llmIT ~~~_~-~lL-- ~ ________. <br /> <br />D ii tt 0 1_ 30,000 'I I:, "II ",' ,. t'-)- . <br />! i I . (.:) , <br />D 1; t t :0 8,960 i . '-:-o:-~~ <br />. I CD I <br /> <br />-II <br />I I <br />--I ---t--- ~ dn - -- <br />1i <br />1 I <br />I I <br />! <br /> <br />8,960 <br /> <br />1 <br />1 <br /> <br />208,000 l' <br />13,320 <br />, - - <br /> <br />1,950 <br /> <br />TABLE 2 <br />__.n Sheet _.~ ~o~;t_ <br /> <br />D i t t ,0 19,000 <br /> -i <br /> , <br />D i t t 0 31,500 <br /> <br />I <br />1-- . <br />-1'----- <br /> <br />__________ ._1 <br />, <br /> <br />....--, <br />, <br /> <br />D 1__~.. t (Jo __..__1._~_LZ.l?q <br />D i t t 0 39,900 j__ <br /> <br />--.I <br /> <br />D i: t t _ P. <br /> <br />D i~ t t (, <br />,- <br />i <br />I , <br />D 1, t t :0 <br /> <br />L- <br />, <br /> <br />..j - <br /> <br />D...1;.t t '0 <br />D 11 t <br /> <br /> <br />b <br /> <br />i <br />D 1i t t [, <br />I <br />I <br />, <br /> <br />,- <br /> <br />I <br />208,000 -I <br />13,320 I_ <br /> <br />I <br />92,500 <br /> <br />I <br />I <br />I <br />I <br />I_ <br />I <br />'r <br />T-- <br /> <br />,I <br />, <br /> <br />-, <br />, <br /> <br />22,000 I <br />-, -1 <br />27,625 I. <br /> <br />1,950 I <br />I <br />I <br />i <br /> <br />, <br />.J.. <br /> <br />1'__'___ <br />