WSP03510 - Laserfiche WebLink

Home Browse Search

\ 71\Q. 3 4 -\- 3,223.50QX /AXlS Ofd~~ 7/0 E. ,. D 0<:, .:<'1 ., ~ :<f-E . (1 F , Match line Owg 382-0-706 EI ~-;;~-~ " . - ;. r ", '"J. + 3,223,500 X , ,. o o o. ~ m ~ I .0 '" '" <c - ;;;1 / / / / / / \ E I 4730 p~ 0;, ~.... ~IG -< 'J!r " <n " 4125 "- , .., 47/5 <n "'.- ..---. u.!? r230' I ''-' __..:....:.1 1 I.. I .~ /U4705j ~4-705 - 2~89'955 78,~~~:e/~Y~~~ -<IN ~ , 4715 ___fL1ll2..._ ---;""" r Sto 65 +89 95 / /K'L / / ------7 4715 . -_._-~--- -<1 p -<1 Qi' ;: 4760 4748 - 4742 4730 4725 I For excavation of earth dam embankment, see Dwg 382- D 735 "- , . ;...-51067+3995 ~Concrele I placed / I I praleclive cooling 10 be on exposed shale layer of - o : , ,.Symmetf/C 01 ! about 't. '" ," . "" " o :;I.ol.o'\. ;. i I I, J~ 'I,' \ ~' ~ 476U \ \ ~ . Trace of dam ,. o o o ~- --t-- 3,223,000 X ----TransitIOn excQvQtlon dimensions and elevalions UnIformly 10 agree with buttresses 17 and 19 1,584, 65000Y ~ 3,223.16000 x) I , .", - For excavation details from :;s t St~. 62 +5245 to Sta 64+77 45, ~ see Dwg 382 - D - 707 . -................,. ~ 24 25r-/ \\ ' - ,_. / "~~\ , U.~~5_~=~.=<J.D.._.__~_ -<J,E ~F _;;,r:a~e;~~~/~:bau~ 't.'s ~\--<",J!J T \ \\ ~~-~-==>,. , 7SPCS@785=5495\ 1 0 \:) '/';~" ~ \ ~ Excavation dimenSions far buttresses \ :t' .; ~ 8,10 and 14 are same as shawn far buttress '<t ~ ~ ExcavatIOn dimensIOns for buttresses Ii" 4750 1 9 and /3 are some as shown for II ~~ ----r--- 3,223,000 X I 9.0' ~C, L % ------ 4 "~ % ". '& \ I'- "-4 ~ ~" 4 ~ Symmetrrcal Excavation dimenSIOns far buttresses 19 thru 23 are some os shawn far buttress Non - overflow sectIOn 9 spaces @ 75'= 675' J~Q 12 6 37:'" '"1 225~ L le- . . :60i0. Non..overflaw, _sectl,an .~_... Excavation dimenSIOns for 7 Spes. @75 - 525,,, buttresses 6 and 7 are same TransItIOn dimenSions and /' /' elevatIons UnIformly to /' + 3,223,000 X agree wilh buttresses 4 and 6 / / / / I [xcavahan dimenSIOns for buttresses \ I thru 4 are same as shown for buttress - \ .->1 ..-For excavatIOn of earth dam embankment, see Dwg 382-0-734 c~~- \ ..Trace of dam {/ . ,EXISting ground surface \:::.~_. _-1---. {I ~ EI 4720= PLAN ,. 8. " m ~ p~ "'", EI47415 Assumed shale layer " Excavate to remove ~ shole layer ""'''-- /' L~.L:_. 78 5' I EI 4725 --~-I (Interbedded Siltstone and shale € Buttress ~ ' 750 -------- -- "'.rJ ' Existing ground surface [I ~7~05 'J: . . '.> L_ J.f I 0\"', 1 I , AXIS of dam I 1455-.--- "~..\ / I '\ CEXIStIng grOund surface .r/'I--=-=u 4748--- -- ----~--- -- -- --- /E~ . 840'.-...J 23 0' ~ Iii A x IS of dam _... I ..., [14746.../ '--215' Q-Q SECTION H-H SECTION D-D .y \ Concrete pralecllve coating 10 be placed on exposed shole layer EXisting ground surface yAXIS of dam , --i/lj.~l- .!"__\_~_(~2 I 11 /Assumed top ( of sandstone I\....-EI 4760 -76.5'---" Assumed tap of sandstane.- EI 474/5 Assumed sha Ie / layer SECTION K-K NOTES Final excavation lines may vary from those shown and Will be determined by the contracting officer All statIOns are measured along aXIs of dam i:1 / L (E14750 SECTION A-A SECTION p-p SECTION B-B r-..- 750'-- .-750' AXIS of dam EXisting ground surface. . T cr ! ~/I / , 041,p ~'.[I 4746.4:C ~ ALWAYS TllInK SAfETY !..:/ L '- f' -58.7;'--..1. 600 , -960-. (---1455' 1- """ _u -- : ",;1- ~ ,- ---- Interbedded Siltstone and shale ./[xlstlng ground surface ~'I - SECTION J-J SECTION M-M UNfTED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION FRYINGPAN -ARKANSAS PROJECT -- COLORADO [I "--A ssumed tap of sandstone ~'.,.' ,--i L J I -I ..J2l5' i... 4 SECTION G-G ~ / ~O" "' 000 . , I not shown [I 4755 .... PUEBLO DAM CONCRETE DAM AND SPILLWAY STILLING BASIN EXCAVATION --. [I 47250 SECTION C-C [I~"I'I 1-840,---1:30' SECTION F-F SECTION N-N SECTION L - L DRAWN_____.J~I'__~____ SUBM/TTEO__C.~2~ _~~A ___ :::::;~di~----:::::~:::: ~~~-_-_-_-_-~_-___-:.~ 50 I, I I I I 50 100 I I SCALE OF FEET 150 , DENVER, COL.ORADO MARCH 10,15169 382-D-705