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<br />REMOVE WINGWALLS AND REPLACE AS "''\s, ~ ~ ,
<br />DIRECTED BY THE ENGiNEER BOTH SIDES ...~ >,>. ~.s>'
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<br />
<br />CONTRACTOR TO
<br />PROTECT STRUCTURE
<br />
<br />,
<br />,
<br />....\
<br />~
<br />+
<br />01
<br />~
<br />
<br />0.4"17E. ".
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<br />
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<br />
<br />REMOVE, MODIFY AND)
<br />REPLACE BRIDGE
<br />DETAIL 3, SHEET 1'-6
<br />
<br />
<br />7925'
<br />
<br />79~0_,
<br />
<br />
<br />7915'
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<br />,NOTE: ABUTMSNT WALLS
<br />, HIGHER' THAN 2' TO
<br />BE SLOPED AT' 3:1
<br />TO MEET FLUME
<br />WALL'
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<br />STA. 19+20
<br />, EXPANSiON JOINT
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<br />19+50
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<br />4595
<br />
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<br />/.//\
<br />\\
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<br />\
<br />/
<br />
<br />.//////.
<br />
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<br />\ \//// \
<br />\ -- \
<br />
<br />\
<br />\.
<br />\:
<br />\
<br />\
<br />
<br />EXISTING SO. FLUME WALL TO REMAIN FROM STA
<br />~OEWNTRFACTOR TO PROVIDE PLAN FOR PROTECTING
<br />LOOR SLA~'O EXISTING WALL. .
<br />PLAN SHALL Bj;.-' EPARED OR APPROVED BY A REGISTERED
<br />ENGINE~~+Ai TH\E CONTRACT1RS EXPENSE. /
<br />
<br />
<br />/? /
<br />/
<br />
<br />
<br />22+91:!::TQ 24+38.
<br />AND CONNECTING
<br />
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<br />
<br />\
<br />
<br />////'
<br />
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<br />
<br />REMOVE, MODIFY AND REPLACE
<br />BRIDGE SEE DETAIL 3, SHEET 1'-6
<br />..
<br />
<br />PROF.
<br />
<br />,/
<br />,/-
<br />
<br />REMOVE F"MCE AND GAlE
<br />AS NECESSARY AND'R€ LACE
<br />AS DIRECTED BY THE E GINEER
<br />
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<br />
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<br />
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<br />
<br />INSTALL 2-30' LENGTHS '
<br />12" PVC WITH PUSH-ON \
<br />CAPS FOR FUTURE UTILITY ,
<br />CROSSINGS ' "
<br />
<br />\~
<br />
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<br />SCALE: 1"=20'
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<br />,- 7 112' WALL TO ABUTMENT ..J
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<br />CONTRACTOR TO PROTECT
<br />ELECTRICAL SERVICES
<br />
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<br />
<br />POINT "G"
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<br />NOTE: CONTRACTOR TO SECURE TRANSITION
<br />WALLS TO EXISTING BEDROCK BY
<br />METHOD APPROVED BY ENGINEER
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<br />, REMOVE FENCE AS NECESSARY AND REPLACE \\
<br />AS DIRECTED BY THE ENGINEER
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<br />00.' WATER LINE LOCATiON TO BE DETERMINED
<br />'. ,,~ 5Y THE CONTRACTOR PRIOR TO RELOCATION
<br />X
<br />,
<br />~
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<br />- "'t,j).-\
<br />EXISTING CONCRETE FLUME TO BE REMOVEO (TYP.) os-
<br />.0>
<br />00
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<br />CONTRACTOR TO PROTECT STRUCTURE
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<br />MATCH TRANSITION WALLS TO BEOROCK
<br /><;Yf.)
<br />
<br />C9NTRACTOR TO DETERMINE LOCATION AND EXTENT
<br />",' BEDROCK AND COORDINATE WITH ENGINEER PRIOR
<br />TO CONSTRUCTION IN THIS AREA
<br />
<br />~UBY.~,?_
<br />R=250'
<br />t:. =35"04' 04"
<br />L= 153.0 l'
<br />T=78,99'
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<br />: NOTE: B,F, DE~IGNATES TOP OF BRIDGE FOUNDATION
<br />
<br />'7940
<br />
<br />HOTE: ABUTMENT WALLS HIGIIER
<br />THAN 2' TO BE SLOPED AT
<br />3:1 TO MEET FLUME WALL
<br />
<br />7940
<br />
<br />-----
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<br />
<br />3 ft, CUTOFF WALL 7935
<br />SEE' DETAIL 5, SHEET P-6
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<br />
<br />A~ 23t-.t5.71~
<br />EXPANSfON
<br />,_.- J onrr.-
<br />
<br />7930
<br />
<br />7930
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<br />~---------
<br />
<br />,"'-
<br />
<br />EXISTIIIG 6" WATER LINE LOCATION
<br />AND ELEVATION TO BE DETERMiNED
<br />BY THE CONTRACTOR PRIOR TO
<br />RELOCA TlON
<br />
<br />~--
<br />, ...-----',
<br />~.. "J-..--~ . .---,-,,
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<br />EXPANSION JOINT
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<br />
<br />STA,23.,:20
<br />EXPANSION -JOINT
<br />
<br />7920
<br />
<br />PROPOSED FLOWLINE
<br />
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<br />... ...
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<br />
<br />CITY OF OURAY, CO.
<br />DEBRIS AND FLOOD CONTROL IMPROVEMENTS
<br />PORTLAND CREEK PHASE II PLAN AND PROFILE
<br />STA. 19+17 TO STA. 24+56
<br />
<br />+.
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<br />
<br />STA. 20.,. 20
<br />EXPAIISIOK JOINT
<br />
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<br />PROFilE SCALE
<br />
<br />VERTICAL 1ft= 5;
<br />HORIZONTAL 1ft:=20'
<br />
<br />STA.22+22.70
<br />EXPANSION JOINT
<br />GRADE CHANGE
<br />EL, 7914.63
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<br />
<br />7910
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<br />DeslQned by JSW/WTF/NEB
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<br />Scole 1"=20' H, 1"=5' V
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<br />DrOwn by' KAS
<br />Checked by WSL
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<br />Dote MAR. 1984
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<br />eVISlon
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<br />,24+0(L~ .
<br />Dote By
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