|
<br />77\4 D
<br />
<br />,~ r--. .;.:
<br />~~.1J..
<br />
<br />U4736,
<br />~_.
<br />I
<br />
<br />44~0"
<br />38'- 6"
<br />
<br />24\ -
<br />-1_1 - -18"
<br />
<br />65~ 0"
<br />
<br />"
<br />
<br />.1:, Axi~ a;' dam
<br />/fJ6-0 ~
<br />
<br />9
<br />
<br />Rows of '8" grout
<br />holes @ 10'~ crs.
<br />parallel to upstream
<br />face of plug "
<br />
<br />/
<br />Ar>-:/
<br />- 10'+- / ~~11
<br />~ ,-__x>-
<br />
<br />Br-~
<br />I
<br />-- --\
<br />. I .
<br />[14742 )
<br />I. V
<br />El.4735
<br />1 tU4728 .
<br />,
<br />1 .
<br />~ ~~"-7~. f EI. 4714
<br />
<br />AXIS of dam
<br />~
<br />
<br />_. f
<br />
<br />
<br />See Detail Z
<br />
<br />r Chamfer i 5'6"x Ia"x 6" Deep recess
<br />
<br />F '" - LI4~6" -+-5~6"L /
<br />
<br />
<br />y );oo""'~ z-~ 'c'~~I' l'~~ ~llrllf:r;!I:1 ~
<br />~;~ f"'~ ,;,~,"~::::~:,}tJ ~:: : I~:! iilllllll!: I: I II U II )
<br />IF Chamfer ._~ I t ~~ ~(j u~ Ill! I
<br />II \I~ ~r-JJl '
<br />... 11,11WiU III" ,m"
<br />1 ;1~~~1111 Metal seal r
<br />i i III: II i'II;I:1 \1 \
<br />
<br />Top of plug EI. 475000 /
<br />, r-3"9'"1/o",
<br />T
<br />!
<br />
<br />r Chamfer
<br />
<br />[I 4743
<br />
<br />
<br />\ .--- . -+-----
<br />.If Buttress 16, Sto 63+64.95
<br />
<br />+,
<br />.<:)
<br />+1
<br />+ ,
<br />'s;>
<br />
<br />,{
<br />
<br />
<br />I
<br />! I
<br />
<br />--"~
<br />.'
<br />
<br />Top of plug EI. 4750.00
<br />
<br />1
<br />
<br />EO
<br />Co
<br />.,
<br />""
<br />"'~
<br />"-"
<br />"Ci
<br />"-,,-
<br />CoCo
<br />""
<br />""
<br />~-2
<br />
<br />~~10
<br />.x>
<br />: " .A1~"" . i
<br />, /X-',
<br />f I '
<br />. . ~. '1-" .
<br />, A1' 6 :
<br />'LX- . A10 "
<br />. 'vx-'. gg . ~ 1
<br />. ""X-'~A~~~/f:.1oP 4680
<br />
<br />.~ Y'
<br />/ .
<br />~ - /
<br />'~~,
<br />lJ)- t\l I
<br />-!~ -%
<br />
<br />--
<br />
<br />/6-
<br />I
<br />
<br />'1 Face of Cr J
<br />
<br />'>
<br />
<br />, .
<br />. 'EI. 4105 . "[/4fiJT .
<br />
<br />j [I, ~688
<br />
<br />+'--,
<br />
<br />34~3" ~~
<br />
<br />.
<br />
<br />/
<br />,
<br />
<br />. Trace of downstream
<br />toe of plug
<br />
<br />~r----~r
<br />
<br />7:6" I-- CJ
<br />
<br />24"~
<br />
<br />Upstream foce~ '1.," Chamfer
<br />
<br />of plug , ~~I 112" Chamfer
<br />
<br />_ ContractIOn
<br />JOin t
<br />Top of plug
<br />[J. 4750.00
<br />SECTION FF
<br />
<br />)--
<br />
<br />i \
<br />
<br />Downslreom face
<br />of plug
<br />
<br />'F Chamfer
<br />
<br />If 6'-3" Dio sloirwell
<br />
<br />5" / O. Metal or plastic type form
<br />left in place below top of Tee
<br />
<br />H 469300
<br />
<br />PARTIAL SECTION C-C
<br />
<br />(' Face of Cr J-i5
<br />\
<br />
<br />Upstream face
<br />of plug
<br />
<br />IF Chamfers 'C
<br />
<br />
<br />1
<br />" /'
<br />" ,( r > ~ ;:
<br />15'-0" -2'-3"-2'-3"-145;"":
<br />/;'" ,-12"-\ ';,.'" t IF Chamfers
<br />
<br />I' :' .'"/( ~/z''- ,"'", -( /,
<br />{y' " / '5' I. '"", {" 1- .( . '.. I
<br />~~-h-'-j~/~';:I'~"'~ r~t
<br />
<br />/ / ~ / 0 ' \..0 0" ~". . .;
<br />pvc Woterstop Contraction JOint plane)
<br />
<br />29CO"
<br />
<br />
<br />,I
<br />'<:)
<br />,I
<br />""
<br />,-
<br />
<br />~
<br />
<br />
<br />High block "',
<br />I
<br />Metal seal f
<br />
<br />Cr j or C J
<br />
<br />j
<br />I ,
<br />~I:r
<br />
<br />Metal seal'
<br />
<br />
<br />,-'
<br />
<br />
<br />If 5" 010
<br />drain
<br />
<br />\
<br />
<br />f
<br />..
<br />
<br />I"'"
<br />,
<br />I -~
<br />I
<br />
<br />If 6~3" 010
<br />stairwell
<br />
<br />.(
<br />Ii
<br />
<br />Me tal seal
<br />
<br />Metal seal
<br />If 5" DiD. formed drain
<br />
<br />....."'.....1 ~....!
<br />~ &
<br />. - I
<br />Y
<br />\ >"-
<br />"Metal seal
<br />
<br />U 4700
<br />
<br />30~
<br />
<br />
<br />Assumed line
<br />of excavatIOn
<br />
<br />/
<br />( .,,0
<br />""~,,/
<br />"
<br />"
<br />
<br />
<br />2" GrDut pipe or
<br />3" Drain pipe
<br />
<br />
<br />Er-
<br />r
<br />
<br />
<br />5" Tee
<br />
<br />3"X F Premolded
<br />expansion joint
<br />filler
<br />
<br />L ow block
<br />
<br />,
<br />" Bend out
<br />
<br />"
<br />
<br />I. If . Gwllery
<br />
<br />,~..~
<br />
<br />~:-O"~
<br />1-24 -21 - ;
<br />
<br />" '1' I" ,," .
<br />2 Std cop '~ .'3x3 x2 Tee wilh
<br />
<br />2" Nipple wrapped wilh poper~"'"';' :f csk plug
<br />to prev. ent bonding wilh . ...... .' .' _.'7~. '. .'. ,12,,- 90' Str t Ib
<br />concrete ~~,. , ee e ow
<br />/ I.", 'cI'-2 Pipe
<br />Plug dUring construction'" II II \'" ." .
<br />2" Std coupling !I,::!! N ',.-3 Dram pipe
<br />
<br />2"Grout pipe for .I.I!I' ~',.,'.."
<br />'A" haler J '5
<br />
<br />...,f,- c;0
<br />ii.
<br />i?"/20!
<br />
<br />SECTION
<br />
<br />E-E
<br />
<br />
<br />If Buttress 16, 5 to. 63 +64. 95
<br />, U 4750
<br />
<br />Trace of Cr J-
<br />
<br />If Buttress 16, Sto 63+64.95 "
<br />
<br />'. f Ei 4693.00
<br />
<br />36~0" /'
<br />5" Formed drain U 4694.5!
<br />
<br />,.
<br />""
<br />
<br />METAL SEAL INSTALLATION DETAIL
<br />
<br />LOCATION OF "B" HOLES
<br />
<br />Ei 4750
<br />,.
<br />
<br />SECTION D-D
<br />
<br />NOTES
<br />
<br />,,-Assumed excavatIOn
<br />line ____,_--.
<br />
<br />2" Std pipe extended In
<br />rock to be colked WltfI
<br />lead wool ar grouted
<br />
<br />-------.._-~--
<br />
<br />,. U 4740
<br />
<br />Trace of Cr J
<br />
<br />PIPE DETAIL AT
<br />CONTRACTION JOINT
<br />
<br />-<lH
<br />
<br />t U 4720
<br />
<br />U 4720
<br />f
<br />
<br />-1
<br />/
<br />/
<br />
<br />
<br />""\.'",
<br />
<br />Fmol excavation may differ from the assumed lines of excovotion
<br />shown,
<br />Actual locotion of "B" grout holes Will be determined by the
<br />contracting officer
<br />Diameters of ''a''grout holes sholl be approximately Ii"
<br />"B" grout holes sholl be drilled and grouted after completion of
<br />the excavation and prior to placing of concrete.
<br />"A" holes and drainage holes ore not to be drilled under Ihls contract
<br />
<br />"
<br />""
<br />
<br />!
<br />--L_
<br />
<br />""" '.!
<br />~ /
<br />')/
<br />
<br />/
<br />
<br />/"Proflle of
<br />/ "B" grout holes
<br />
<br />z" Std coupling or
<br />s wage pipe -end
<br />
<br />Top of lift or
<br />top of rock
<br />
<br />io!
<br />V
<br />
<br />-!~:.
<br />
<br />REFERENCE DRAWING
<br />
<br />\
<br />\
<br />
<br />DETAIL Y
<br />
<br />.
<br />\
<br />
<br />/
<br />/
<br />/
<br />/
<br />
<br />\
<br />"I'
<br />,~
<br />
<br />7'
<br />
<br />Metal seal
<br />
<br />\'-IO'~ (Vertlcol
<br />in sump area)
<br />~~
<br />}f~,"
<br />
<br />CONCRE TE PL UG IN RIVER GORGE
<br />PLAN, SECTiONS AND FOUNDATION GALLERY-_
<br />
<br />. _ 382 - 0 - 708
<br />
<br />~~/
<br />
<br />t
<br />I
<br />
<br />/' Fiber Dr rubber
<br />washers
<br />
<br />l-2r-lr~~-t-:t~
<br />I If" , i
<br />I 1 I I
<br />, I I
<br />1
<br />1
<br />1
<br />
<br />FOUNDA TION
<br />
<br />GAILL ERY
<br />
<br />If Ruttress 16, StD. 63 e64 95
<br />
<br />Profile of '8"
<br />grout holes
<br />
<br />/
<br />/
<br />
<br />\
<br />I~'''''; Y \
<br />L ~
<br />
<br />Metal seal
<br />
<br />DETAIL Z
<br />
<br />I
<br />1
<br />1
<br />
<br />
<br />1 ! II
<br />
<br />No 16 gage, I
<br />capper \' I" '" 1 j j
<br />Plotes l-i~"2""ef c -1;;-rIBoI"
<br />4 2 1- _ I ~~
<br />~ -&Ql. t '"'
<br />-T --- .- f-- t
<br />,< "
<br />Remove P veri bs
<br />SECTION H-H
<br />
<br />-"JH
<br />
<br />
<br />, I" ~. #5 Remf bar
<br />f-+ _ ~,.
<br />I" 2 '11' " 12" PVC Waters top
<br />1/2" >,1,'
<br />j BraCing, I :/.1'=; <- Form logging \
<br />
<br />J~;~~1 J}.J
<br />
<br />SECTION A-A
<br />
<br />Cr J Sto
<br />64 +02.45
<br />
<br />C
<br />. (-
<br />, '0..
<br />
<br />-<lD . / Cr J Sto
<br />.' 63+27.45
<br />
<br />10- Dromage pipe connections
<br />
<br />
<br />SECTION B-B
<br />
<br />Plug dram pipe
<br />durmg construction
<br />
<br />3" Dram pipe
<br />
<br />~
<br />
<br />If 5 tairwell
<br />- -6"
<br />(I'
<br />
<br />:1~ 24"Mln
<br />c,~
<br />;~. OLf; ---o....~ Y G
<br />
<br />. '0
<br />i- 6 " mi n.
<br />
<br />ol(J.
<br />
<br />INtTIAL - USING BLOCKOUT
<br />
<br />/'
<br />HIGH BLOClK
<br />Wire, warterstop and #5 remf bar.
<br />securely; together @ 12"crV
<br />
<br />
<br />. t:" PVC Waters top
<br />Contraction jomt If ssplll 'IT
<br />flange IS used (Optlomol) " ~
<br />. J~
<br />/ ~ ",--
<br />ContractIOn JOInt If blackout j;/ "" '-
<br />is used 'y / J1". ~
<br />
<br />~it5 Reinf bar "
<br />
<br />l'
<br />
<br />,
<br />L;.J
<br />o 0
<br />
<br />#5 Remf bar
<br />
<br />12"PVC Waters top l
<br />
<br />Form logging, ~
<br />r--1 .:.__IJ..i'~.~._.!t.:_~...Il
<br />
<br />Et> ALWAYS nllnK SAfETV
<br />
<br />UNITED STATES
<br />DEPAR TMEN r OF THE INTERIOR
<br />BUREAU OF RECLAMATION
<br />FR YINGPAN - ARKANSAS PROJECT-COLORADO
<br />
<br />Fan holes as directed
<br />
<br />; Dramoge pipe
<br />connections,
<br />see Detail
<br />
<br />Hole grou I pipe
<br />connections
<br />Fan holes os dlrec ted
<br />8,Drainage pipe connections
<br />~JD ( 7- 'A" Hole graut pipe
<br />connpclions
<br />
<br />'+--/
<br />" '
<br />
<br />)~~
<br />J.l '_
<br />/6- - "
<br />c..~/ 24"Mm
<br />
<br />'50~
<br />
<br />Dram pipe 5 sped
<br />@12"Mmos
<br />shown
<br />
<br />Go-
<br />y
<br />Floor of
<br />stairwell
<br />
<br />1"
<br />
<br />PUEBLO DAM
<br />CONCRETE PLUG IN iTtVER GORGE
<br />FOUNDATION TREATMENT AND CONTRACTION JOINT
<br />DETAILS
<br />
<br />C.;;z ~~
<br />
<br />SUBMI TTeD
<br />
<br />LOW BLOCK
<br />,-<
<br />
<br />a-Drainage pipe conneclions-,,-,___,
<br />FOUNDATION GROUTING AND DRAINAGE
<br />PIPES LOCA T10N
<br />
<br />SECTION G-G
<br />
<br />INITIAL-USING SPLIT FLANGE (Optional)
<br />
<br />FINAL
<br />
<br />DRAINAGE PIPE CONNECTION
<br />DETAIL AT STAIRWELL
<br />
<br />PVC WATERSTOP INSTALLATION DETAILS
<br />
<br />TR4GEO R c_ M. RECOMMENDED /771.([1. ~_ _ _ __
<br />CHECKEOC::i! ('IMG-._ APPROVED _ ~-,-J. ~ _ _ __
<br />CH'!!:"', OA,... """'NeH
<br />382 0- 710
<br />
<br />MARCH la, 1969
<br />
<br />DENVER, COLORADO,
<br />
|