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<br /> <br />117574 <br /> <br />'C: <br /> <br />,-~ '" 1" <br /> <br /><~ ~ /~rz <br />~ " f ,IV <br />+'''',,-J} <br /> <br />6619.4 ~ <br /> <br /> <br /> <br /> <br /> <br />COLO. <br /> <br />82 <br /> <br />MYERS DROP <br />STRUCTURE <br /> <br /> <br />'""Y~Y~'y~ 1 t (~ \~y \- <br />\.:~ I 1 ~ <br />'""^"\, )tt . <br />" "~' ~ W/X DROP, ^ <br />:.--_+-- STRUCTURE <br /> <br />6620 <br />~v '< ,,-v '" >I'~ <br /> <br />SCALE: <br />/" = 50' <br /> <br /> <br />\- <br /> <br /> <br />663 <br />0.9 <br /> <br />^ <br /> <br />^ ^ ^ ^ <br />^ ,/',-- <br /> <br />'" <br /> <br />. . . <br /> <br />/C -{ y <br />A <br />J <br /> <br />" <br /> <br />FORI( <br /> <br />cC===' <br /> <br />r \- '\ <br />\~ f- <br /> <br />. <br /> <br />ROARING <br /> <br />Ii>/vc Ii> <br /> <br />- <br /> <br />"-\)<, "",",_A <br /> <br />. <br /> <br />66/0 <br /> <br />. . . <br /> <br /> <br />66/0 <br /> <br />LEGEND <br /> <br />. <br /> <br />ARi <br />sg~g~~E:l, <br /> <br />~ <br /> <br />~ 8:XILDER DROP STRUCTURE <br />~EDGEOFTREES <br /> <br />-----EDGEOF W4TER <br /> <br />, <br /> <br />, <br />. <br /> <br />~ <br /> <br />", <br /> <br />~ <br /> <br />,Y) <br /> <br />. <br /> <br /> <br />75' <br /> <br />~ ./rv y v <br />v " Y " <br /> <br />,,/' <br /> <br />/'... P...."-.-' <br /> <br />~ <br /> <br /> <br />'"1- <br /> <br />~ J'. ~ "\ <br /> <br />F-__^ ^ ~ <br /> <br />-~'- <br />-- <br />-- <br /> <br />1~~-~ \ <br />). ~~, ^'.-,' A <br />'~ ' , , <br />\ ~ ,", <br />, '\ '~,~\ <br />"", '--\ <br />'- '--~ <br />~ ",--t~':v'.-- '\. <br />~..,--- '\." <br />,- '; <br />\--- 'v "' <br /> <br /> <br />, . <br /> <br />~... '( ~ ... <br />""V' .j <br />.J J <br />, -./ ^ ^",^, ^ <br />'""Y-V v: '>> ~ /';-- ~ .1 <br /> <br />JY <br />rY <br />, <br /> <br />t <br />J <br /> <br />'- <br />+ <br />< ,- <br /> <br />~ --.f', ) <br />r <br />J/ <br />~ <br />J <br />)" <br /> <br />... <br />" . " <br /> <br />, <br /> <br />, , <br /> <br />J'V <br /> <br />_-/ ,~. V VV-',<--y~~ . <br />...f . . '-. \-- <br />~ , <br />, y-" <br />~ ~~ <br />-4 \.-_\ <br />.. \"" <br /> <br />" <br /> <br />-.i <br /> <br />./ <br /> <br />./ <br /> <br />. <br /> <br /><.f'Vy- , <br /> <br /> <br /> <br />./ <br /> <br />./ <br /> <br />( <br />1 ./ <br />f <br />, <br />./ <br /> <br />, <br /> <br />! <br /> <br />-< <br /> <br />. , <br /> <br />, <br />. <br /> <br />"'v~ <br />V'" <br /> <br />. <br />. <br /> <br />y-y 't <br /> <br />~ <br /> <br />-f <br /> <br /> <br />. <br />.' <br /> <br />~ <br />., <br /> <br />STRUCTURE SHALL EXTEND 10 'MINIMUM <br />INTO EXISTING STREAMBANK, OR AS <br />DIRECTED BY ENGINEER <br />10' <br /> <br /> <br /> <br />TIE ENDS OF DROP STRUCTURES <br />INTO EXISTING HIGHWAY EMBANKMENT?. <br /> <br />..,...... <br /> <br />:, <br /> <br /> <br />TYPICAL KEY DETAIL <br />NO SCALE <br /> <br />fo\O <br />~i <br />I <br /> <br />~ <br /> <br /> <br />. <br />. <br />. <br /> <br />'-, <br /> <br />"1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />lJROR. STRI./Crl/R!: CRffATES. A $C.QPING alFa!: <br />rRANSIT/ONIN WAtER SURFACES, NOTE ABSENCE <br />: '01:': VERT/C4L DROP MC/E) CONDIT70NS "," , <br /> <br />TYPiCAL' WA TEIi': SIlR.FACEJ:J.t/RINIJ. <br />NORMAL FLOW CONDITIONS <br /> <br />, SCAIT: <br />HORIZON'TiU L" ~ .50', <br />li:l!ll.nCAL r'" 5' <br /> <br /> <br /> <br />OLD HIGHWAY <br />, 0J ~2 EMBANKMENT <br /> <br />PROFILE ALONG CREST: OEWIX DROP STRUCTURE <br />. <br /> <br />'6620 <br /> <br />'\, <br />,\ <br /> <br />70' <br /> <br />1>0" <br /> <br />7$ <br /> <br /> <br />PROFILE ALONG CREST: OFMYERS DROP STRUCTURE...... ,..:'.. , <br />, :IIGHWAY. 82 BYPASS <br />EMBANKMEN'T ' <br /> <br />~ l- <br />I.- v- <br /> <br /> <br />, ' <br />... " .... ................................ ........................ .......................... ..,...... ..., w.... . . .......... ... ..... ........ <br /> <br />0.00 <br /> <br />5.00 <br /> <br />0.00 <br /> <br />3.00 <br /> <br />1.00 <br /> <br />2.00 <br /> <br />4.00 <br /> <br />1.00 <br /> <br />6883 <br /> <br />CONS~ION M>TKS: <br /> <br />l~ ALL BOULDKRS USED FOR CONSTRUCTION OF DIlOP STmlCTlJRES SIIALL BE <br />3' DlAMKTER MINIMlM. LARGIm BOULDKRS (4' TO 5' DIAMETER) AI'.K <br />IlKOUIRlID WIIIillK SPECIFIED ON 'l'IIIl PLANS OR AS nIL'ECTED BY <br />INSPECTOR. <br /> <br />~~ <br />'-5~ <br />~~ <br />C)~ <br />~~ <br />~~ <br />~ ~. <br />~W <br />........f::: <br />k~ <br />~8 <br />lJ::~ <br />~~ <br />s:Q:: <br />Q:<l:l <br />~~ <br />Q::L5 <br /> <br />~ <br />2 <br />~ <br />~ P:: <br />~~~ <br />V)~9.. <br />9.."'J::C) <br />~ ~ <br />~ S!) <br />~ ~ <br />~ ~ <br />~ <br /> <br />3. BOULDKRS SHALL BE NESTED TOGETHER AND/OR SET INTO 'l'IIIl S'I"RKAMBED <br />AS NECESSARY TO ACHIEVE 'l'IIIl SPECIFIED CREST ELEVATIONS. <br />BOULDKRS SHALL BK FITTKD TOGETHER TO MAXIMIZE 'l'IIIl BULK DENSITY <br />OF 'l'IIIl STRlA;"IUHK AND SHALL BK APPROVED BY 'l'IIIl INSPECTOR. <br /> <br />h. <br />~~ <br />:s:~ <br />Q:'-J <br />~a: <br />gs;::: <br />l(~ <br />I--::: <br />~~ <br />~~ <br />o::~ <br />Sl:Qj <br />~~ <br />V) <br /> <br />~ <br />2 <br /> <br />2. ADEQUATE FLOW OF IRRIGATION WATER SIIALL BK MAINTAIt.lm IN ALL <br />AH&alill IRRIGATION DITCIlES TInlOUGIIOUT CONSTRUCTION OF DIlOP <br />SnaA..lJRKS. <br /> <br />4. EQUIl'MKNT USED TO CONSTRUCT DIlOP STRUCTURES SHALL BK OPERATED <br />~ 'l'IIIl UPSTREAM SIDK OF 'l'IIIl STRUCTURES WllKNEVHR POSSIBLE, TO <br />MINIMIZK STRIlAMIlED DISTURBANCE. <br /> <br />5. CONTRACTOR SIIALL OBTAIN ALL PKLMISSION AND/OR PEllMITS TO GAIN <br />ACCESS ON PllIVATE/PUBLIC PIlOPERTY AS ""KCESS~Y FOR CONSTRUCTION. <br /> <br />6. SKK SKPAllATK PLAN PRKPAHED BY DIVISION OF WILDLIFE FOR DETAILS <br />OF IlKVl!GKTATION AND NON-STRUCTURAL STRIlAMIlANK PROTECTION <br />MKASUllES. <br /> <br />7. <br /> <br />SKK SHEKTS 2 TInlOUGll 6 FOR WATER <br />FLOODPLAIN INF00lATION. <br /> <br />SURFACE <br /> <br />PIlOFILES <br /> <br />AND <br /> <br />~ (; <br />:::::;: ~ <br />~ - <br />2 ~ <br />"" ~ <br /> <br />...... <br />CO <br />N <br />'9 <br />CO <br />-0 <br />"<t <br />CO') <br />... ~ 0 <br />V) 0", CO') <br />>~ <br />Q) Q) Q) <br />+' ~ 8' <Xl <br />O~5m <br />.- -g~ ('; <br />VOC<Xl <br />O~g 0 <br />V) '" U U <br />V) ~ 2 <br /><( 3l V; 41 <br />"~8 E <br />~ ~u J? <br />W{Jw..........."t: <br />-00>",41 <br />c ~ > <br />"- Q) -- <br />,-:!::C(/) <br />O :J C <br />"'0 <br />c_ <br />=00.. ()) <br />.- U 00 <br />-D LO <br />o ~ <br />a: co <br />o <br />a.: <br /> <br />. <br />v <br />C <br /> <br />- <br /> <br />~ <br />~ <br /> <br />ESTIMATED BOULDER QUANT/TY IN PLACE <br />WIX DROP STRUCTURE = /,200 CUBIC YARDS <br />MYERS DROP STRUCTURE = /,000 CUBIC YARDS <br /> <br />:>:. <br />t:; <br />"- <br />[j <br />c 'i <br />Q '" <br />~ ~ '5 <br />u .z Cl <br />~ <br />~ ~ <br />2 5 <br />~ ~ ~ <br />~ "" A <br />"l <br />& <br />~ <br />~ <br />~ <br />fil <br />eJ <br />~ <br />~ <br />..., <br /> <br />~ ~ <br />l 0- <br />U ~ <br /> <br />~ <br /> <br />~ c c <br />> Q> ~ <br />j ~ q i <br /> <br /> <br />" <br /> <br />c <br />~! <br /> <br />C) <br />~" <br />J cO') <br /> <br />. ~ <br />l <br />, ';' <br /> <br />~ ; <br />,,) 0 <br /> <br />1 , <br />, , <br />/ \ II <br />~ \I) <br />." <br />'.1:;. <br /> <br />.... ~ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />6615 <br />,.... .. <br /> <br />6610 <br />... . ., ...... <br /> <br />6.<;05, ........, <br /> <br /> <br />2.00 <br /> <br />4.00 <br /> <br />5.00 <br /> <br />3.00 <br /> <br />Fi Ie / / I <br /> <br />.. <br />o <br />z <br />> <br />< <br />Z <br />w <br />Z <br />~ <br />w <br />I <br />.. <br />o <br />z <br />< <br />~ <br />w <br />w <br />z <br /><5 <br />z <br />w <br />w <br />I <br />.. <br />~ <br />o <br />~ <br />~ <br />o <br />'" <br />o <br />w <br />~:r <br />~w <br />",w <br />ii:;!: <br />z'" <br />=>:5 <br />Ow <br />ZI <br />~.. <br /><~ <br />zO <br /><5.. <br />~~ <br />wZ <br />~~8 <br />~~~ <br />tE~ <br />Ol-ir <br />u~'" <br />8~ <br />s~ <br />I"- <br />!;;!I;l <br />~.. <br /><is <br />OI <br />Z" <br /><j; <br />Z <br />w~ <br />150> <br />I~ <br />j;?ii: <br />"'> <br />~: <br /><0 <br />~~ <br />:<0 <br />~~ <br />1"0 <br /><~ <br />Zill <br />~5 <br />~~ <br />",0 <br />,"0 <br />O~ <br />z=> <br />< <br />",ci <br />~~ <br />'"" <br /><l:.r <br />~i5 <br />~~ <br />