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6014 + 3 I I I 2 1 4 5 LEGEND: rss:sJ ROel< DROP STRUCTURE E:::::::3 RI PRAP "-".-.,.,1 HIKE/8IKE TRAIL c::J ACCE':.~ ROAD f2'.221 TYPE A MATERIAL N017:5.' r-' I l0, --.. I \ _:.-...,....,......., I ~~1 " "' I I I J \ I, ' ) .... \ ,... -:::--~....-.\ \ \j \...._ I \ \ I \ \ I ~..._ \ '" \.s \ I I \ \ '\ \ \ :$'0 \ \ I \ \ \ '\ ,,\ ~', "./..........1 I I ( I \ 'I '\ \ - 1 \ I \ I I -- \\ \ \ 111 \ \ \ r-- ~\\ \ ~q \ 1\ [ \ \ \ ('~ \ bLe/{Pt ~an/( hike and f ..;:' '- ~ \ \ I \ \ " ".."\ I ___) + I C Ira! 1 ..~\ ~\ > f........... \ <... I \, '" \ I \ \ \ .... ~\\ \ \ \ \ \ I'" IAI J 1 \ \ " I I \ \ ~ \ n'C11t:/' flurface Mal KJ. /98t ) "\ \ '-..o~'\....... r....~ ( \ ,,\. \ ;ilt33"RlproP ~ /.....-......__ I .....5195-.. \,.. r.~~c:-r ) (-4- \ -) '...... tl-~5H Rlprap"'" /,;70P of leffbtih"K -"'--- 't --- /' t;:+ ~ ""G.r",.., ok.-'-'::\\ )/~JlCJ.!4 ........... saOO- (.Ron6f:.-:_.......A Topor nprop..... _-:~5e90---.., '\\,.~, c:J \~~\: i -- . ---- _ - QW- -...--:::;-- .......- ,~ ... // ....-.... ,.......; --:.. - ~-....~- -...... -:1= '"\ / " \ \0 ,__ r.........__ J " -_ 29 =-..TS -~- -= -=:-":::........... ',<,., "..,1 1 \ ) I' \ \ ,'~ ___./ '7 -~~ ----...zr.l!!O:':': ~-':r- -::. ...... ...J,~ -..r \ "'''\.r' ,,\~, "~~:;_>~~ ;W :-~&Z..~=-['!1~~.. ~:t~:~Z1 -" ,'I:f:'~~;;o,,!>~ :~~__ _~~ 'L~kM("lbtlefr"'l. -:.o,.~~-~j ,<~~-_-_-~~:,_~-o,--;/Tli\",''r~I:' '"'.'<,.....:~ ..... ......... ~-- -- i ~~POT[-~~:5.:;.-~5..r ":~ I~:~d:;;;,,~il.i: i "f. ;~;;;:;t.7:.;,;f~"::::/:1 r/~~~;"~'",: ~'::J'-'~_x D"$tm;:e~~~~~:~.;./;I'~ ._,~~;~--?~- I..}~L'" "~~~~i;~-tL~lf'~" ~ ~p~ci~ \ '- ".""",,,,drQr """"""""7' "~,-J-" "...- .: ' ." ,- - J.. ". " .'. "." ,," \~ ________,+ e 2,1.lJ1500 ~ )< ~Q JS ~~v...ed ~ t - / X I I Co;'o.7:~~;:;~ 7) 5;~;\CCeS!i ,Roadfbr+ontmctcYJ_ ~_ _ -5..a\\ \ " i'--~Xl5h;'9 9oblons-.lorm """",r: '" \ SO/V094 '~ ~-...: t-+--+--x =t--X )( '- x X <<:.. - '?:~ Wo"jO 09111 banK n):;rap 'nt~ ex/shng ~ Yord + ~ d ~ \ \~~9hf bonk hike/bike trail cK/~r/~9 F~nct!: A....J\/ "'-- gab/ons by eX/Gting sform sewer headwall < ~ '~~ )(\ Top of' ~:!!: bank EXIsf/n9 G'am(Access rrom Oxf'onl) i I -------Top of nprop. + ~ \l ~ ~"... S"d.32J7~CJO ~V) \PTSt"Q..39fP"'7..:5..:J2 (=,~) '---Salvage Yord___ )(\ RocK Drop Strucrur. =.. S.", $ht;..:'L PLAN Alignrnen+ Sef!f Pefoil A.lln/mum grading upstream or structuri!! sho/l b~ sloped or IV on IH or rIQrtt:r. ~ce.ss rood shall bt: graded by fk confrtlctar tnc/denfol fo con5t'rt/cl'/on cost: carfhwork e!;f/more on rock drop struclure 9m. 397'00 IS 7e55 yd'c~ and 736 yd' TIII.frram Sl/rvey& May 14 !i:J8Z).E~cess moterlQI shall .be 0 used befwe~n Bra. 39.8,,"(J~ p 6'10.408""50. corr;"vor~ eshmofe her-ween sfa. S9t3.,Oa'- sla. 408""50 IS /(}().tJ yd~ cut (rrtJm r;urvey!J May 10" 198Z) fVtfh oil i!!Jl.CeS5 mQfenoJ{-rrom con~fruc-f/on) 10 be placed os rill. t;.rodl/7g rar(Fvfvre) fI"i~/,BIKe paM 5ho/llJe cOn?p/efed "n 0/1 exeC/yofeel c;reQ6 ork:1' 10 I-A4 ~~/~nrofa"".O','IQ.6/~ l7fofdr/Q/ InEtil (:/r4o$, Consrrvcllon ROW/sho/I 660'$ I$ho__I?~~d Row o/so s);OWr7 017 p/C/I'lS (Fvlvn~ Con61:) 7. A,.o"oro,Y. Llm/fs of. Rtj,hl-or-HO'y',cor #,'$ COI1f-("ocr. prop~rl-J' t;orn~rs e.5l-a6ltshdd 1/7 ,c/l~k:7 wht!'r~ posSI.6/~ . ~. S - /'nd;colt:! S /7U'n"Joer of- i;10H/. ~ cTn;'~ a;" a'/;"rne.rer som,o/~ thtrre/ pl7~ (i) foor- v3/n.,9 a 915 p~t.Jnd H/<!!!lJhl- ,lQ//h'?,,9 ..2.~ //?Ches_ L z . e. - - (RoCk Crvsht>>9 Plont~ 3 + o + E 2,137. O<XJ 4 /, I, \,~ ) , (,r, \ , "-...--~ ~ ~ __ I . ......--,. , +, ...... \, (;10. 408 '40 Mofel' line eee sheer .3. - See ~l1e~f S for RocK Drop Structure 411+(JO 5 5 6. - f-- -.' ~ Sfd..389"7!J.14 c c RIPRAP PLACEMENT TONNAGE CHART RIPRAP PLACEMENT TONNAGE CHART . SCALE: 1 tHeM = 100 nn 100' . MO' 1."......1 I Volume!Foot ("v,Ift,1 SI e Total Tonnage Per Foot ITonslft.1 Toe Slooe Total Riprap Placed To feet Above River Brd. 15" flVonZHI " 6' Riprap Placed To feet Above Rock Toe n" flV"r?H' 52:95 ---. f-- Channel Offsets from t Row !l290 J ~ Station , 52:65 Offset ~ > 396+76 0 0 m 397+00 "R ~ 398+00 ~R .. 5280 ~ 399+00 8 R ~ ~ <0)+00 l ~ <KlI+OO 5' l ~ B <Kl +00 4' l 52:75 <<:13+00 3'l ~ > 404+00 0 ~ ~ <<:15+00 9' R ~ 406+00 14' R 52:70 + 111 R <Il8+00 6' R <Il8+56 4' R 5265 5295 Tonnage Per Foot 1T0nsffl.1 Volume Per Foot IC.f.lfll lOp or /erf =7 ............................ 7r.f"(lI{ onk~~ \ a 7.......................... \ 0-24 5-ta 397"(){) '\ ~a 40Ei"OO ~ _~- 6-16-67 5'10 s97;zt:.Elev. 5Z87.5 G'fa 4X"'OO V/ey; 52'86\ .--.......... "~c=:.~ff:~~,__, C::Cf rt9h_~~::nk / Be, 5Z77.0 _-\......<// / ",,' s..i \.', '_, ------- Y;dl o"nk h';,,, McI bike trOll / ,.~ 3Z <'"ir.J::/ I ~\_ \9 ~j- / Coy ~~, C) ~ '........ 5fa 4(1)100 " ---t: s-d I ~~- t ~...... Elev. 527.8.5 {;ta 40bOO;// ""'- :: ~~ ~ ~~ ,~~ ~ '~_--_m__-t- -~::!::;~____________-L1;f/;;C: :: g; tl;' ~.. ~ -,_ G'fo 40MJO /5'IQ. 40POO -------- ../' 14 -.l( I(l ~ 'il:S --.c-__~/~v. 52755 -- -- ley. 5t7~ 0 ~ -- 1'1 .J1 ~. - _ :H~~ .. I' '\n~\) "-.....-- - - _ ~,~.9.. L,J 30 ~f!r--M. \t\ Sf. 397+~ """-I< rop or rlj:"ap---- ~ ~~- I~ 1 :: tz;'~ ~ 1/ E!.~.?69.1 RIght ban" k hIke and bi!:-/!! INNI ~~~ 0' ~ r-20 -i-t~ ' _ ~-..: r. 9.1oJ J:> ~ 1i} \ 1- ~ /1M? lJeslgn channel hoffom-------... ~ '):s .~ ~ ~ Z3 _ ~ (S~{ ~ %/ IVen/OIl . trl~~ ~~ ~'h.1i1 (""'4 . ~~- l..: ~ () \J ~ ~ ~ \i ~ EXN;tinQ channel hoffom & _IV Q\1:t)~~~~"'tS~~ -l 'TypeA/nC:l/t'e"nQI/oh~ -:r1~~1;(-5265 ~ ~ .~.~~ : is.'S: ~ ~ placed In cItoaa6/ ~ Si3 ~ ~ :;)~lt:}~~~t::~,~.\ ~ bt:>flom !:s~ l.l..: f.n ~ '4i1lC::l~ ~ 1 I ihti:i Toe f-- . 543 14.00 19.43 543 16,80 22.23 543 19.60 25.03 5 43 2' <10 27.83 ," ,,>1 3063 543"'003343 30 80 36 23 '43 33603903 5.43 36. <10 41.83 5 43 39.20 44,63 543 00 47.43 80 SO 23 .28 .28 ..87 .28 1.02 .28 1.16 .28 1 31 28 1.45 28 I 60 28 174 .28 1.89 .28 2.03 28 2.18 28 32 28 I 23 .28 1.43 .28 11.64 5290 <1048 45.54 SO. 60 55.66 60, 72 65.78 1.15 .30 1.44 159 1.73 188 2.02 2.17 2.31 2.46 6() 151 1.71 1.92 2.36 ,., ' 3.15 3.41 . 10 11 " 13 33" 1 r 9 10 11 " " 14 15 Ih 11 18 . 'n' , 5285 1~ 13' 14' 15' 2.88 3.20 3.52 3.85 4.17 4.49 5.13 5.45 5.77 55.62 61.80 6798 tn6 8034 86.52 9' 70 9' 88 10506 1ll.24 5280 Tra/' an fop of riprap. EI !5i?7(P 5275 B 15" IlVon3"' h' 7' 8' ,.qn 29 09 27.65 33.04 31.60 36.99 "9 5.39 5.39 527a Chart Based on 1. 4 tons! cubic yard of rip rap. Chart Based on 1.4 tons! cubic yard of rip rap, Revisions Descriptions THIS DRAWING HAS BEEN REDUCED TO ONE. HALF THE ORIGINAL SCALE 5260 5260 409'tOO Date Approved Symbol - 396tOO 398 too 400tOO 402+00 404+00 4OS'tOO 406+00 PROFILE STA. 396 +63 TO STA 408+40 SCALE~ VERT. INCH.: S FEET HORIZ. lINCH- 100 FEET 408+00 , .514 .338 "oa j'E Chonnll 7'Ri">f(I"Mr/,,,d_S~ "r E R.O. W _ __t! R.O.W '"'1 t' Channel .,. r I !~ I I I \ Naf~: rill not comple(edWIII be occompkshed Ii? -fulure confrac.fs. -7/--- :~/./ All e.rctlvahi:m fope FinQI 9rode - --/.-.r com"o/4kd. TIIIG &a'1lr<</: j- // , I I..... I TIII(:.I:ne.,;t: t!Kcolli:rled 'S S I., for topso/I (rvfvr~C"/1frad) ~ c.----70f' alllll(el,v. IQ b" de/ermIned I>y omavnl I~ I t" ()f material ovollohle by 4xcpvofton.) tf ~ SIQpef',lllopli/cnION " !/;"I'~.ck ~ - I Z A'-! Iffl nt!5S l"Or IOpSOI ~ e ,./ ,!op of rtprap /0" ID (rufure controd.) ;f/;. I/'.o..~. Fi/lnorre!p,C/.~~dl'cr7jrP~A '/1-7<. '" ~ ~~~~.:::::~~~:__~ I Deslnn Chonnel f3oftom 7(pe A" _'&:"~t;f'eA TYP. CROSS-SECTION STA 398+03- STA. 408+76 NO SCALE f- 3.!"/ .bIKe PQfh, --~ \ " , \ !' Thlckne(;$ for .~~ fopstJl!( rufvre cMlract) Zoning of fill 0& per 6peC$. hilal 9/"ad~ u.s. ARMY ENGINEER DISTRICT CORPS OF ENGINEERS OMAHA, NEBRASKA --- -}\ : A f- A DesIgned by: .1.11... SOUTH PLATTE RIVER CHATFIELD LAKE,COLORADO DOWNSTREAM CHANNEL IMPROVEMENTS STAGE X PLANS, PROFILE AND DETAILS STA. 396+63 -STA.40e+40-SHEET I Scale: As Shown Dale: MAY 1983 DrawIng Code: Sta 3!J<# - 75 Drawn by: L &. 8 fG. J. \ ,Dr Sta 3!M>_7f1,.3eCR.o.W) Checked by: O.O.M. n ~ ~ ALIGNMENT ROCK DROP STRUCTURE STA 397~ 00 Reviewed by: SCALE: 1 INCH = 50 FEET 50' 0 50' 1.1.. 1 I I #' Spec. No.; Submllted by: DACW45-83- a-0056 ~...... vontract NO.: Chlel: E'EvEEDE"i Section nA('A 4<: CO I PC 34 40E2 . $$ - THINK VALUE ENGINEERING - $$ 3 '1>:"..'''._.''''.._'''..'''..,....." I I I 1 5 4 2 t (. ~