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<br /><[ Crest of dam,
<br />
<br />J
<br />
<br />Malimum w S, [159718
<br />-".
<br />
<br />J' Rlprap an
<br />18"beddlng__
<br />
<br />~-30'-:
<br />
<br />-Crest U5978
<br />
<br />.=----
<br />
<br />
<br />31 -"'-'--;.~ 'i~,,' <'" ,-f/:i9:i0
<br />. / "J "4' . . f
<br />. ".,....,15_~O~'-1:171/:,)../;. /. ""/"
<br />~j / ~~'l:'. j20..j" '- /-.. -:-- I -~ -);:.-VQrlO~."
<br />.- :1_0~rJ-I.-;;-+-,,;-.T"'< 'IA~ ,
<br />.,,-/_ "'-Vorlabl,,,-r ~--.",../ /,",.r.:-_~/J50.',!"'_''l''!, _J-f:1.5900 ,r
<br />T-f-~/" J-,;A'j '" t' I"" +J '-'-X .'~'" 4/ f"'"
<br />~ '@.: i Cutoff " /_ /: L I /!a{'.. \ ., y"#..;.";f~,:~~t...,.,.. -',j'RocH,1I
<br />.4,1 . 'j"'( ... I-I ' '~/t~~nC/l-'..../, '-", 1-, ,/",,/ . )'.1\'/~i-'~/'71,10r'Qbl~..~ ~ I
<br />,t-I,Orlglno groundsurfacf.. :'f---.-O{.-.7 ::'1':;' -_,-,'''20,"1-- ./ 21. .~'.(2J.-, :~YOPf.'';L'''['~''._Ii\.. -20
<br />- - -" -LL"r-Y"'-;t-..,-_C- L_ . .. .. 7" I' -. .. ~ ...
<br />"--StnppIM} os dlft(fed '''':I!.-~-t.. ..J.'::::~~,,' _~"~'...I";'~.~(!':' ' r- 150' - ' --.-:--'
<br />".-.j' Sand, grrJrtl S" To~
<br />and cobblt fill droln-"
<br />bela_ [159/0
<br />
<br />Top of active conservotlon space, If S [1,5960--"
<br />
<br />.'[mbankmf.f'It m~aSuf~mtnt PO",t (pr(J)Ir:ttd)
<br />
<br />,Top of,noclivt spact,
<br />:' If 5 [1,5908 Berm
<br />Top of dead ...!~~., '~[I,j900-'
<br />storogt, w 5 [1590J- .,'
<br />10:1~~;:-_---
<br />
<br />---;.'
<br />
<br />-'-D,sposalarta
<br />
<br />J'"
<br />
<br />~ .'A
<br />
<br />'--:20'
<br />
<br />
<br />
<br />Variable-."
<br />
<br />"
<br />,
<br />
<br />..
<br />~ E' E T
<br />
<br />".
<br />,
<br />
<br />~C'A~! 0 ~
<br />
<br />MAXIMUM SECTION
<br />
<br />~
<br />!J)
<br />
<br />EMBANKMENT EXPLANATION
<br />Clay, silt, 5f1nd a"d gfavel compacted by tamping follers ta 6-iflcfl layefS,
<br />Cloy, sllt,sand,grovel and cobbles campactedby tampmgrOlltrS ta l2-mch loytrs
<br />Miscellaneous (lay. slit, sOfld, gravt!. and cobbltS or roCk frogm~nl5 compocttJ
<br />by tamplnll rollers 10 12-IflCh layers
<br />
<br />CD
<br />
<br />S~/~c fed sand. 9 ravel and cobb ItS or roc k fraqmen 1 \ f'IOCtr1 ,,0 <'4 ,ne ,^ 'OrpC\
<br />
<br />I
<br />L' ---{ Crest of dam
<br />
<br />I I I I
<br />.. .-<-u--17.5---u-u un 17,5-----u~
<br />3 Plan/ mix asphaltic pavement : :....---+h--~nu-~'-3o'-----u-----~ :
<br />on 8 grovel base-~u-_~______ : : , ,! I,.
<br />--.,-_..I.....r-- ~ - - - ---- 28- - - - - - - - - - - -;- , "
<br />Wood guardpost with guardrail---,__~ : r----~:~-,Slope o.02'per ft..., :: /:
<br />Slope variable depending on I ' ~.--3.
<br />camber, max 2,53:!:.:1--_
<br />
<br />Embankment measurement point
<br />-ls"Maxlmum comber
<br />..Crest without comber.
<br />[I 5918
<br />
<br />
<br />
<br />. "~0~':Ji
<br />1: I '-r.w~ I .~//!f~'y
<br />3' Riprap on 18- bedding 5'
<br />
<br />Slope variable depending on
<br />comber, max_ 1.68t: I
<br />
<br />--__u_u__ -Slopes Intersect at [I, 5910-
<br />
<br />CREST
<br />
<br />DE T A I L
<br />
<br />AT MAXIMUM
<br />
<br />CA M BER
<br />
<br />Rifle Gap Dam, Sections
<br />
<br />,~ -
<br />
<br />.-~
<br />
<br />,,~ ~""'~""-''''--
<br />
<br />Strvice
<br />rood
<br />
<br />.-f1.5S6J
<br />,
<br />--2:/
<br />
<br />-
<br />-
<br />~
<br />
<br />.
<br />
<br />[{l
<br />:::'
<br />~
<br />c
<br /><;'
<br />"
<br />
<br />.
<br />
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