|
<br />\
<br />
<br />?1\q. 3
<br />
<br />4
<br />
<br />-\-
<br />
<br />3,223.50QX
<br />
<br />Match line Owg 382-0-706
<br />
<br />) ~ r~.r,
<br />'v
<br />
<br />+ 3,223,500 X
<br />,
<br />>
<br />o
<br />o
<br />0_
<br />~
<br />m
<br />~
<br />
<br />
<br />710 E.
<br />---
<br />
<br />>
<br />DO'"
<br />--~l .,
<br />~
<br />
<br />~E -r1 F
<br />
<br />,
<br />
<br />[I ~-;;~-~
<br />
<br />For excavatIOn of earth
<br />dam embankment, see
<br />Owg 382- 0 735
<br />
<br />47/5
<br />
<br /><n
<br />"-
<br />..,
<br /><n
<br />N._
<br />
<br />';? r-230' I
<br />''-' _..:....:.1
<br />
<br />1 -1-' ~ [I 4705 \
<br />
<br />~.,. , Assumed limits of
<br />-2789' . ,shale layer~
<br />--+ " - 5578 ------ ~ ..<:;iN
<br />
<br />4715 ___fL1ll2..._
<br />
<br /> " ./
<br /> / \
<br /> /
<br /> /
<br /> /
<br /> p~
<br /> 0;,
<br />----;'" \
<br />-/
<br />
<br />
<br />,
<br />-0-1.()
<br />'" N
<br /><c -
<br />
<br />"'I
<br />
<br />[I 4730
<br />
<br />"
<br />"
<br />,
<br />
<br />4725
<br />
<br />/.
<br />/K'L
<br />/
<br />/
<br />------7 4715
<br />- --,--~---
<br />-<1 P -<1 Qi' ;,-
<br />
<br />4760
<br />4748
<br />- 4742
<br />4730
<br />4725
<br />
<br />/
<br />
<br />~~
<br />
<br />~IG
<br />'J!r
<br />
<br />-<
<br />
<br />~
<br />o
<br />:
<br />
<br />m
<br />~
<br />.
<br />
<br />4760
<br />4748
<br />\4742
<br />
<br />
<br />)4730
<br />(
<br />I
<br />
<br />
<br />"~
<br />,
<br />.
<br />
<br />;...-Sta 67+3995
<br />
<br />Sta 65 +89 95
<br />
<br />~Cancrele
<br />I placed
<br />/
<br />1
<br />I
<br />
<br />proleclive cooling 10 be
<br />on exposed shale layer
<br />
<br />
<br />Assumed IlmIfs of
<br />shole layer
<br />
<br />'"
<br />,"
<br />.
<br />
<br />""
<br />"
<br />
<br />, ,-Symmetf/c 01
<br />! about <[
<br />
<br />a
<br />~ ~rv
<br />;.
<br />
<br />i
<br />, II
<br />J~ I,'
<br />\ ~'
<br />~
<br />
<br />4l6U
<br />
<br />~
<br />.
<br />
<br />Sta 62 +52 45-~
<br />
<br />1,584, 65000Y ~
<br />3,223.16000 X)
<br />I TT
<br />, ,,-'
<br />~ ~
<br />- For excavation details from 5i t 12 '",'0
<br />Sta 62 + 52 45 to Sta 64 + 7 745, I - 3925' - :is 55
<br />see Owg 382 - 0 - 707 - ~ ' - 24, 25' f.- ....1' ~ 24 25~
<br />
<br />\~ (" '//
<br />"-'R- ~\ [14750 - / -<JD ~JE -<JF -Symmetf/col about <['s ~ -<IN
<br />\ I, - - --- . ---Spillway SectIon - \.::---
<br />, \\ ~~------=----=:==. > 7 Spes @785=5495"
<br />1 0 iQ '9%9 ~ ~> Excavation dimenSIOns for buttresses \
<br />:t' .; 6'9 8,10 and 14 ore some os shown for buttress
<br />. m
<br />~_ ExcavatIon dimensIOns for buttresses
<br />4750 1 9 and /3 are some as shown for II ~t'>
<br />----r--- 3,223,000 X
<br />1
<br />
<br />/AxIS afd~~
<br />
<br />9,0'
<br />
<br />\
<br />\
<br />
<br />~"'
<br />
<br />L % ------
<br />4
<br />
<br />'( % 6' '&
<br />\ I'- "-4 ~
<br />~. 4
<br />~ Symmetrrcal
<br />
<br />Excovatlan dimenSIOns for buttresses 19
<br />thru 23 ore some os shown for buttress
<br />
<br />Non - overflow sectIOn
<br />9 spaces @ 7';'= 675'
<br />
<br />1.{Q
<br />
<br />
<br />12
<br />
<br />6
<br />375' 1
<br />225'1o:/C
<br />L le- , -
<br />
<br />:6'of;' Non.-overflaw, _sectl,an .~_____ ,
<br />
<br />Excovatlon dimenSIOns for 7 Spes, @75-525, / '
<br />buttresses 6 and 7 ore some TransItion dimenSIOns and '--.Jxcovahon dimenSIOns for buttresses \
<br />/' ./ /' + elevatIons Uniformly to I tbru ~re some os shown for buttre~s
<br />
<br />3,223,000 X agree with buttresses 4 and 6 17..>-
<br />"'..
<br />
<br />---1
<br />
<br />---For excavatIOn of earth
<br />dam embankment, see
<br />Owg 382-0 - 734
<br />
<br />Trace of dam
<br />
<br />>
<br />o
<br />o
<br />o
<br />~-
<br />
<br />---t- 3,223,000 X
<br />
<br />-----TronslflOn excQvatlon dimensions
<br />and elevatiOns uOIformly to agree
<br />With buttresses 17 and 19
<br />
<br />>
<br />8_
<br />
<br />[~~-
<br />
<br />\ -Trace of dam
<br />{/ , -[xlstlng ground surface
<br />\::.___ ___L__,
<br />
<br />~ I ~" / Excavate to remove
<br />EI 4720:': ~ shole layer
<br />
<br />"""--- /'
<br />
<br />PLAN
<br />
<br />.
<br />m
<br />~
<br />
<br />of spillway
<br />stillIng baSin [I 4730 _
<br />
<br />EI 47415
<br />
<br />Assumed shale
<br />layer
<br />
<br />
<br />
<br />L~--=--785'
<br />
<br />I
<br />EI 4725
<br />
<br />--~-I
<br />
<br />'Interbedded Siltstone
<br />and shale
<br />
<br />
<br />Concrete protecllve coatIng to be
<br />placed on exposed shole layer
<br />
<br />EXisting ground
<br />surface
<br />
<br />
<br />yAXIS of dam I
<br />
<br />____/. Y-l .!'_--\-- (~2 I
<br />il/ --- -- ------~
<br />4 I
<br />
<br />/ ~ I ,/' Assumed top
<br />( of sandstone
<br />
<br />EI4755----.71 l\.....f/4760
<br />- 58, o'----J... - 76 5'----ol
<br />
<br />Assumed top
<br />of sandstone--
<br />
<br />
<br />EXisting ground
<br />surface
<br />
<br />fl :;:jJ705 ,I
<br />L_ ,J jl
<br />0\'"
<br />
<br />1:1
<br />
<br />A x IS of
<br />dam ---_ I
<br />....,
<br />
<br />f14746-"
<br />
<br />:""'215'
<br />
<br />I
<br />I ,
<br />AXIS Oif doam;_1 I 1455 -----
<br />_. ._\ SECTION D-D
<br />
<br />
<br />--~~~~~~~~~~~~-----
<br />
<br />/,f~
<br />
<br />, 840,---J 23 0'
<br />
<br />~
<br />
<br />Q-Q
<br />
<br />SECTION
<br />
<br />H-H
<br />
<br />--,"-
<br />
<br />
<br />SECTION
<br />
<br />K-K
<br />
<br />NOTES
<br />Final excavation lines may vary from those shown and Will be
<br />determined by the contractIng officer
<br />All statIOns ore measured along aXIs of dom
<br />
<br />
<br />i:1
<br />/ L
<br />
<br />(f/4750
<br />
<br />--. 60,0'
<br />
<br />Assumed sha,le." ~' ," I ~ ' ~, /- Exc av, a,t,e to remove
<br />layer-. ,1- -I h I I
<br />/ fl 47415 - ~_ __-'---- f14720:': ''-... s 0 e: oyer
<br />
<br />--~--~ , ",-- {'
<br />--655' J"
<br />
<br />i SECTION P-P
<br />AXIS of
<br />dam
<br />
<br />I -/ \-tfTrace of spillway
<br />
<br />r=-~ - ~I~~~~/:I
<br />
<br />, E xcavote to remove
<br />" ~ I shale layer
<br />/ l
<br />
<br />SECTION
<br />
<br />A-A
<br />
<br />SECTION
<br />
<br />B-B
<br />
<br />r-- -- 750'--
<br />
<br />--750'
<br />
<br />EXistIng ground
<br />surface - _
<br />
<br />T c"-
<br />
<br />! ~/I
<br />
<br />/
<br />
<br />~I 4746,4CC
<br />
<br />~ ALWAYS TllInK SAfETY
<br />
<br />
<br />Interbedded Siltstone
<br />ond shale
<br />
<br />
<br />"ExlstIng ground
<br />surface
<br />
<br />SECTION J-J
<br />
<br />SECTION
<br />
<br />M-M
<br />
<br />UNfTED STATES
<br />DEPARTMENT OF THE INTERIOR
<br />BUREAU OF RECLAMATION
<br />FRYINGPAN -ARKANSAS PROJECT -- COLORADO
<br />
<br />47250
<br />
<br />fl 47415
<br />
<br />Assumed sha Ie /
<br />layer
<br />
<br />
<br />fl
<br />
<br />-580'
<br />
<br />'-----A ssumed top
<br />of sandstone
<br />
<br />~"'.' ,--i
<br />L J I
<br />-I
<br />.J2l5' i... 4
<br />SECTION G-G
<br />
<br />t~ I ~oce of dam
<br />, , I not shown
<br />fl 4755 ---'
<br />
<br />PUEBLO DAM
<br />CONCRETE DAM AND SPILLWAY STILLING BASIN
<br />EXCAVATION
<br />
<br />!..:/
<br />L60'O'----l==58 7~'---..I, '
<br />I -960--
<br />
<br />
<br />f---l455 ,
<br />
<br />SECTION C-C
<br />
<br />fl~
<br />
<br />L--840,----I:30'
<br />SECTION F-F
<br />
<br />SECTION L - L
<br />
<br />DR A WN__ _ __.J~I,--~____
<br />
<br />SUBM/TTED_J.!~~2~ _~a~ ___
<br />
<br />SECTION
<br />
<br />N-N
<br />
<br />50
<br />I I
<br />
<br />I I I
<br />
<br />50
<br />I
<br />SCALE OF FEET
<br />
<br />100
<br />1
<br />
<br />150
<br />1
<br />
<br />:::::;~di~----:::::~::::: ~~~---------.:-------:.~
<br />
<br />DENVER, COLORADO MARCH 10,1"69
<br />
<br />382-D-705
<br />
|