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D c -. ...i .; ::i 5290 OJ ~ lD <( I;i OJ U. Z Z o ~ OJ ..J OJ 5260 4 5 . f GM~ n m S:vrvey conducfed 5/10/82 by Norfhway- Gesfalf Corporal/on, Denver. Colorado Nofe: /. EXls mg Ivve Tra r;d "r f t1 Z. C tJV.1r sl"n.1 and Derrick stone are s3t10fiJmtJi/S for plans a. Spe~1 1M fO s. 5300 ~ t ~ " '" Top of "" F/2V. 5283. l?Jprop- ~ 5280 ....... 5Z77~~ 33"Piprop 5!?!.fi1 ~.---- SO'Trans. 5270 --~---7- Ex/sfmg Grode E/ev. 5272. 6 Top of Bonk Back Edqe of Derrick Stone Top of Bonk Riprap Toe B ;:;1 t ~ " L IVon2H Top of Riprap ~ ~ os: " Top of Bank i1i t, ~: " ".,,::t; <!':~] " E/ev. 52. .5 .~ .~ ~'" ::1'<r , ~ ~ ~C:C~ '" .~ -!1 ~< <l)",~ \ . I H f . I B(!dding tria ena I '1.\", ~~.~ ~"tJ~ ~ 1::;."::';: <I)", SECTION fA\ VERT. I INCH;' 10 FEET SCALE: HORlZ. IINCH= 20 FEET B c ~ ~ " " >: '" ~ ~ " -~- Top of Bank 'i 5300 ...i ori ~ ~300 OJ 5290 > il <( I- B/keand Hik~ ffai/ 5290 OJ 5280 ~ '!: Top of'Rlprap Z 0 5280 ~ 5270 <( EJev. 5274./' > OJ ..J /5" Rlprap OJ J3m'l1. 5270 5260 5260 .J5300 vi ~ OJ >5290 o lD <( I- OJ ~ 5280 Z Z o i= 5Z70 ~ OJ ..J OJ /2' Bike and Hike Trail 5260 Top of Rlprop .J 5300 vi ::; .. i5 5Z90 lD <( I- OJ ~ 5Z80 '!: Z o ~ 5Z70 > OJ ..J OJ IS' / V: 2H Riprap ---L7~~ I -- -- -J../ &ckEdqeof I \L Derrick Slone I lOp 0;- it.-l '" Bank ""l~ ~ ~ ~~t 1;;: ~cl!. B '" .-l D I"r:l,C:l..J .t? .s i5>.l.;; (s) \,!)~~ ROCK DROP STRUCTURE STA 397 +00 Nt>te: "Tran'Siflon Rfprap i .}radfng upstream of Sfa 31/hIP3 bJ I'",fure c/Jnlracl: Grading NIII be rejl.lireo' lJpslrec;m of Sla 3'114+/id Pl7q 85 retjtlireo' f'or access: See SFCS. A 5 , ~ ~ ...* ,,0 ~~ -l!" "'J3 SCALE: I It-lCH = 20 FEET :to' 0 20' 1....,...1...,,,..1 --.-J 4 7y pe A maler/a/ 5ett' Prgf;/~e>n5h.e. 15 ''R;prqp 12' Bike and J.hke Troil ~ 3 Bike and I-hke Trail 2 Top of Derrick Sfone 1 /' Bike ond lIilm ?rail NOTE: Grout sholl b~ placed 0 m/nimum of - 5' around Low Row channel. Se-e O~Tt:N/ TAl$- Jh~~.I: ,/Exisfing 6r~e "- ~ !.ow Flow Channel /:3 Side Slope 110' 10' 60' \~5heef Pile Ofophrogms mfeJ"""eo; with 1V01Is "'; .?5'c/c, (Typ.)t'7rcrO') (8'\ EI,2726 ~ I 2/0' SECTION VERT. I INCH= 10 F'EET SCALE: HORIZ. r INCH=20 fEET Bike ond Hike Trol/ Derrick Stone " "-~EXISiinq Grode " Low Flow Channel /:3 Side SIt> "- " SECTION (C\ SCALE, VERT. I INCH:: 10 FEET HORIZ.IINCH= 20 fEET Bike and Hike Trail TOp ot Derrick Slone - ---" "yr-Exisilnq Grode " E/ev- See Sedion A '111 5.260 .4bc~nToI"$Zw;-~el?' .5}b, 377~m-39?"'5b ".5?b. ,(/frd1-#/..9V f(!~~~1~~ </ Rprdp " R?Orop TYP GROUT PLACEMENT NO SCALE 1) =t/';=G O.rJ'o, CJ '" V <Of' "(lJ!t:;&oflJ:~o~GD.O.'!/6D :...::::..,~:: ;' i!?n."'/,.' .:.:.:'.::.:...::.:':.. \ SECTION NO SCAL.E SECTION fD\ ~- .\() '" ',',c. BtedOl"ng Material NOTE.. Grout sholl be placed a minimum of 5' arouncl Lo~ Flow channel. S~e- De/e)'//r-""I.:r~~~T: Bike and Hike Trail /30' Bedding Molerial VER't IINCH= 10 FEET HORIZ. r INCH=. 20 fEET SCALE, Sibne Symbol I/rx:hr!l;ng I"{pn:>p NokL//7dt!rljpng IT /prop oISOll~d1b 1',// VOids of' C<::::lVer sTones. TYP. DERRICK STONE - PLAN NO SCALE $$ - THINK VALUE ENGINEERING - $$ 3 t 2 Designed by: J.Fl.II. Drawnby: J.L.F. Checked by: M.L.P.-$.L.L. Reviewed by: s~~ D~rd'/ ,cor p/oc.::-~T 01 ~d.9~. (Typ.) See Sn=t' 5 i Bike and Hike Trad V' Malerial .....- .....-- .....--/ I .....-- .3 .....- 'i!tf~1!f THIS DRAWING HAS BEEN REDUCED TO ONE. HALF THE ORIGINAL SCALE Revisions Descriptions 6014 5300 5290 5280 5Z70 D 5260 5300 5290 5280 5270 c 5260 5300 . 5290 5280 5270 B 5260 Date Approvod U.s. ARMY ENGINEER DISTRICT CORPS OF ENGINEERS OMAHA. NEBRASKA SOUTH PLATTE RIVER C HATFI ELD LAKE, COLORADO DOWNSTREAM CHANNEL IMPROVEMENTS STAGE I DROP STRUCTURE STA. 397+00 Scale: Date. As Shown Spec. No.: Submlltedby DAcw45-83-B- 0056 J(;JJ ntlact 0.: Chief: LEVEE ~ Section DA ^ 45 CO Dlawing Code: PC34-40E4 A MAY 1983 1 ",..,.."..._,..,.,.''''''"'.''.'' ...-."