|
<br />. ,
<br />
<br />7.1~),~,~ 1~-'."_S)
<br />II~, fl.. it; (,1' Fi 1-'( 1.',11)01 II '[1
<br />---_._----_._-------~---,--,-------~_._- --- .- --.-----.-.--- ----"--_.~----- ._-.----.~ - --- ---,+-..--
<br />
<br />,,--. ,---. -----~-~...:.-:--,--.-.--------.------------.- --U'-~-l~--
<br />
<br />
<br />..--.. I 0/0
<br />
<br />I' TOPSOIL (MIN.) ,
<br />
<br />)
<br />
<br />, ",""-"\
<br />I
<br />
<br />STA, 7+00 TO 18+00
<br />d = 3'
<br />ELEY. A VARIES
<br />STA, 18+00 TO 23+00
<br />
<br />d VARIES
<br />ELEV. A: 6927.0
<br />
<br />-1%
<br />
<br />A
<br />
<br />3.'/
<br />
<br />I' TOPSOIL (MIN.)
<br />
<br />
<br />ELEV. VARIES
<br />
<br />ADJUST TO MATCH EXISTING DITCH
<br />DELETE DITSH AT DRIVEWAY
<br />APPROACH- STA. 23+00 TO 23+90
<br />
<br />--1% ~
<br />t
<br />I' TOPSOIL (MIN,)
<br />
<br />,
<br />
<br />ELE V. 6925.0
<br />
<br />. 3../ -y\
<br />
<br />
<br />3:/
<br />
<br />z
<br />o
<br />I-
<br />q:
<br />o
<br />,0
<br />..J
<br />W
<br />u:
<br />
<br />o
<br />q:
<br />o
<br />(t:
<br />oJ
<br />
<br />Slope rood 4 % for drainage,
<br />
<br />6" GRAVEL
<br />, SURFACING
<br />t
<br />
<br />12~
<br />"" . 4%
<br />
<br />PROFILE GRADE
<br />
<br />ROAD RELOCATION
<br />STA.1+00 TO STA. 7+00'
<br />SECTION A~A
<br />TYPICAL
<br />
<br />z
<br />o
<br />
<br />I-
<br />q:
<br />0,
<br />o
<br />..J
<br />w
<br />a::
<br />
<br />o
<br />q:
<br />o
<br />n::
<br />
<br />Gl
<br />
<br />36" RIPRAP-ST.ART AT STATION 5+50
<br />INCLUDES 8 OF BEDDING PLACED
<br />UNDER PREVIOUS CONTRACT
<br />
<br />
<br />
<br />--,
<br />
<br />'"
<br />
<br />Slope road 4% for drainage,
<br />
<br />6" GRAVEL
<br />SURFACI NG
<br />
<br />"?>..\
<br />
<br />STA.
<br />
<br />PROFILE GRADE
<br />-12~
<br />.......- -410
<br />
<br />
<br />
<br />ROAD RELOCATION
<br />7+00 TO STA. 23+00
<br />SECTION 8-8
<br />, TYPICAL
<br />
<br />z
<br />o
<br />t:t
<br />o
<br />0,
<br />..J
<br />W
<br />a::
<br />o
<br />q:
<br />'0
<br />a::
<br />
<br />Gl
<br />
<br />
<br />/----=1PROFILE GRADE,
<br />12'
<br />0.3%-- 3
<br />.~
<br />
<br />~~=1~-O ,.
<br />
<br />ROAD RELOCATION
<br />STA. 23+00 TOSTA. 26+50
<br />SECTION C-C
<br />TYPICAL
<br />
<br />__;~u "'
<br />
<br />. ..'
<br />
<br />CClIOR^DO
<br />HIGHWAY
<br />145
<br />
<br />~~-~
<br />
<br />__ ; -~2'~\ ,,~/.-
<br />~~
<br />
<br /><7'1 -:/r----c::::::::/L I' COAR Sf GRAVEL
<br />ELEVATION V^RIES / PROTECT,ON
<br />DISCONTINUE WHERE
<br />QITCH INVERT IS
<br />"",O/E6924,O
<br />
<br />------------
<br />
<br />DITCH ALONG COLORADO HIGHWAY 145
<br />CUT SECTIO fJ F - F
<br />TYPICAL
<br />
<br />'. '
<br />
<br />~(p~
<br />
<br />-+.-.......;.....- --------
<br />t
<br />I
<br />
<br />, ' ",,[ ,
<br />
<br />", , " , i'"
<br />_ .._____........c...........:.._;..__._~____'__ '--.....;.__,.....--'~_____ +~_*.___:.
<br />. ,r
<br />I
<br />
<br />,
<br />
<br />.... .
<br />
<br />l
<br />
<br />. '
<br />~_.;...~_~.:-_--:_~--.;l;___~._....:-._-..,.:; .
<br />
<br />7
<br />
<br />-
<br />
<br />,
<br />
<br />. -.:'
<br />
<br />ELEVATION
<br />
<br />6933 OR 692!ol .
<br />
<br />----"~:~____ . _L~""no" "no .. "L
<br />
<br />--- -___ --, _'_ r36" RIPRAP INCLUDES 8 BEDDING
<br />) - -___ ---_......... PL.ACED UNDER PREVIOUS
<br />---- <1: I --..........._ CONTRACT.
<br />--:---.:..... ---....
<br />, -..............-~
<br />~ ~ ,
<br />
<br />\EXISTING SEWAGE .............. 'I""
<br />
<br />PLANT EMBANKMENT
<br />
<br />
<br />surf(Jcingi match e>;isting slope.
<br />
<br />" " -. .-
<br />6 Crushedroc;k base.
<br />
<br />-J
<br />
<br />".' r'-~~,___~~~c...~-~~_E~!jting .' ~e-:ciio.n',____
<br />
<br />TYPICAL. ROAOWAY REPAIR
<br />. NOT TO SCALE
<br />
<br />SECTION
<br />
<br />1.5'MIN..~,
<br />
<br />3'
<br />
<br />
<br />
<br />, ! ,
<br />
<br />-13'~
<br />
<br />.
<br />ORIGINAL,GROUND:" .
<br />
<br />'.-,.
<br />
<br />',', -
<br />
<br />. '
<br />
<br />SECTION D-D'
<br />TYPICAL
<br />
<br />'.',
<br />
<br />. " 1 '" ,
<br />
<br />J.-"BORROWAREA.
<br />
<br />.
<br />
<br />"
<br />
<br />"
<br />
<br />. .'\ ~
<br />
<br />..' ~" w .
<br />
<br />'.
<br />
<br />" :
<br />
<br />'.,: .'.
<br />
<br />('.
<br />
<br />EL, 6925.0-", LVARIES'
<br />~, \ - ,
<br />
<br />"::.:=_::.:..:::......:..::...:_:_::,:::._===--=L_~~______
<br />I' TOPSOIL (~1IN.) -------=,
<br />
<br />
<br />'. . COLORADO
<br />.. ,HIGHWAY
<br />145 '
<br />
<br />~- i
<br />
<br />, .
<br />
<br />'.-'
<br />
<br />. , ,~ .
<br />
<br />, -~ . ;
<br />
<br />'I.
<br />
<br />I' COARSE
<br />GRAVE L
<br />PROTECTION
<br />
<br />,- ,-,,'
<br />
<br />,
<br />
<br />, :.~..
<br />
<br />--
<br />
<br />,
<br />
<br />,-
<br />
<br />DITCH ALONG COLORADO HIGHWAY 145
<br />FILL SECTION
<br />SeCTION E - E
<br />TYPJCAL
<br />
<br />','
<br />
<br />'-
<br />
<br />4:.
<br />
<br />,
<br />
<br />!.
<br />.; .
<br />
<br />'t.'.
<br />
<br />.1,'
<br />
<br />c'
<br />
<br />"
<br />
<br />,
<br />
<br />NOTE'" LOCATIONQF; SECTI ONSS HOWN
<br />ON DRAWING 71-438-1442.
<br />
<br />ORIGINAL GROUND,
<br />
<br />
<br />~~
<br />f,..l.. ~
<br />
<br />36" Riprop
<br />includes
<br />bedding
<br />
<br />I'"
<br />
<br />20~0
<br />
<br />4
<br />I
<br />
<br />"
<br />
<br />'~' '" "
<br />
<br />',,,'
<br />
<br />, E I. 6929,0
<br />
<br />
<br />. ..
<br />
<br />
<br />E/.vories from 6926 'to 6925
<br />
<br />TOPSOIL (MIN.)
<br />
<br />.'
<br />
<br />
<br />
<br />'. ',:.
<br />
<br />.' .,
<br />
<br />'. ' ~,
<br />
<br />DOLORES DIKE
<br />
<br />CONNECTING LANDFILL AND STATE HIGHWAY 145""": - SECTION G;"G- ,-:-,"'
<br />
<br />Typical):7 ;.." N01TO SCALE
<br />, .
<br />
<br />.,'
<br />
<br />',r.;.t)."
<br />w
<br />
<br />,,'
<br />
<br />e;u::zws mmx SAfETY .
<br />
<br />_.
<br />
<br />"
<br />
<br />UNiTED STA TE S
<br />DEPARTMENT OF THE INTERIO},?
<br />, 8UREAU OF RECLAMATION
<br />'DOLOReS PROJeCT-COLORADo
<br />
<br />"
<br />
<br />". j.
<br />
<br />.'
<br />
<br />" "
<br />
<br />" ,
<br />DOLORES LANDFILL
<br />. AND .
<br />, PROTECTIVEDII<E
<br />, " FILL AReA' 2-SeCTIONS ~
<br />, '-
<br />
<br />,.
<br />
<br />';':
<br />
<br />. "'J
<br />
<br />-. ~
<br />'" ", ~. ( ,,,', " ,,/' ~., "" /
<br />"\ -~q _' G.~.G. 1, n '......_ 'p. _ "~"':'-:>;l.:": ~-':)- -.--L..--/
<br />... E-:, G.'V~ l!,.... ~_.,.. --,~~ ..:..~:-_ ;!')..,F IEL 0 4. p, ROVA ........_ __ _ _ ;_ -:-____ +_ _...... _, -'c-,_ _J"__~
<br />
<br />'1 ~ .'C' 'L ~. : .- -' '. . '^ -'^ /'.f' 'r' .. -
<br />DR'W'';' . ..1:. ,TECH,"-'VAL APPR. ,VAL -- , - ,- t_J--...."~,'-_
<br />", .-~t-T--.---C--.,.-- ",. ~ .~--2---~~.....-,------
<br />.'- . -" '-', , . , J . -: - '-';;:'7- ,
<br />CHfCi<.fC.lJ~.::J,-;,:,_,:,':'_____._ APPROVED_..1f-~r:...r";' ..~_~:::':"_
<br />
<br />'T
<br />
<br />CORTEZ, 'COLORADO.
<br />
<br />;JUNE20. 1983
<br />
<br />7r-438-1445
<br />
<br />-
<br />
<br />, '
<br />
|