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<br />A <br /> <br />I <br /> <br />o <br /> <br />-.. <br /> <br />- <br /> <br />~ <br />Ci <br /> <br />9 <br /> <br />B <br /> <br />I <br /> <br />I D <br /> <br />ri2 (AT <br />f-EB <br /> <br />I <br /> <br />G <br /> <br />I <br /> <br />E <br /> <br />c <br /> <br />F <br /> <br />EXISTING DAM) <br /> <br />ELEV. A ~I. <br /> <br />DIM. ~w .Ti----~O~--U--1 <br /> <br /> <br /> <br /> <br /> <br />--~~ <br /> <br />-- <br /> <br />" <br /> <br />-+' /~ <br />ELEV. B ~ <br />, <br />I <br />I <br />I <br /> <br />ELEV C ~ <br /> <br />_..J <br /> <br />I <br /> <br />H <br /> <br />, <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />NOTES: <br /> <br />N <br /> <br />\ <br /> <br />K <br /> <br />L <br /> <br />M <br /> <br />J <br /> <br />o <br /> <br />I <br /> <br />4354 <br /> <br />1. SEE DRAWING NO. 11 FOR SIGNAL ROCK PLACEMENT. <br />2. BOATCHUTE NO. 1 ENTRANCE CREST EQUALS EXISTING SPILLWAY CREST. <br /> <br />- <br /> 0.5'l <br />8 ~O .__t <br /> I <br /> Co r-.. <br /> n <br />-- <br /> <br />-~--~-l- <br />I <br />----- ~ " <br /> <br />N <br /> <br />7 <br /> <br />- <br /> <br />- <br /> <br />4 <br /> <br />- <br /> <br />3 <br /> <br />- <br /> <br />2 <br /> <br />- <br /> <br />'., <br /> <br />APPROVED: <br /> <br />A <br /> <br />I <br /> <br />SLOPE-- - <br /> <br />\ <br /> <br />\' ELEV. F j <br />\ (FLAT) <br />, <br /> <br />T <br /> <br /> <br />~ ELEV. D <br /> <br />\ <br />\-. ELEV. G j <br />\ (FLA T) <br />, <br /> <br />-L- <br />0.5J <br /> <br />-- <br />I <br />/ <br />/ <br />I <br />/ <br />-(\------,-- ---------------------_.--- <br /> <br />\ "'- ELEV. E <br />\ ~-- ELEV. D <br /> <br />-I <br />\ <br />\ <br />\ <br /> <br />LIMITS OF /\ <br /> <br />SMOOTH TROWELED <br />CONCRETE AT <br />BOATCHUTE No. 1 <br /> <br />"'-- ELEV. C <br /> <br />, <br />/ <br />L ELEV. F7 <br />(FLA T) <br /> <br />SLOPE - -- <br /> <br />!~ ELEV. B <br /> <br />~ l <br />~ <br /> <br />-~=-- <br />~ <br /> <br />- <br /> <br />\ <br />I <br />1_ <br /> <br />'-. - LIMIT OF SMOOTH <br />TRowELED CONCRETE <br /> <br />LEL~A <br /> <br />BOATCHUTE - PLAN ~EW <br /> <br />SCALE: 1" = 5'-0" <br /> <br />BOA TCHUTE DESIGN PARAMETERS <br /> ELEVA TIONS DIMENSIONS <br />BOA TCHUTE D. <br /> A B C E F G H J <br /># 1 90.5 90..0 89.5 89.0 88.0 86.65 85.9 19.0 0.5 <br /># 2 88.0 86.5 86.0 85.5 84.5 84.15 83.4 26.0 1.5 <br /># 3 85.0 84.0 83.5 83.0 82.0 81.65 80.9 21.0 1.0 <br /># 4 83.0 82.0 81.5 81.0 80.0 80.15 79.4 16.0 1.0 <br /># 5 81.0 80.0 79.5 79.0 78.0 78.15 77.4 16.0 1.0 <br /># 6 79.0 78.0 77.5 77.0 76.0 76.15 75.4 16.0 1.0 <br /># 7 77.0 76.0 75.5 75.0 74.0 .. .. .. 1.0 <br />· DESIGN ELEVATION <br />.. BOATCHUTE No. 7 IS WEIR CREST ONLY. 12" MIN. WIDE. <br />. <br /> <br />I <br /> <br /> <br />----.._-----~ <br /> <br />I L1MIT_OC_TROWELE'--C~NCRETE_ .---~-- _~~n ---- .~. ---1 <br /> <br /> <br /> <br />I DIM. H 10' I 10' ! <br />ENTRANCE CRESTyELEV. A" . T._n~~--_- ~ <br /> <br />y ~ ~ :;;;f.('~ - -=_:- .~ - _~'-'- - \~EV F 1 ~lEV G <br />~ ELEV. C --j'*\fAX'~ ElEV B a:orJ'C;(.')r>uOfJC)'C) >~ l:- -1' <br />ElEV E ..fi;fil!lfJfi~i _ ;~~~~::N~CS'€C~6~. ~5~INO w . -- ~- / '". 0 - <br /> <br />BOA TCHUTE - SECTION EB <br /> <br />SCALE: 1" = 5'-0" <br /> <br />I LINE IS 2 INCHES <br />A T FULL SIZE <br />(If' NOT 2"-SCAU: ACCORDINGLY) <br /> <br />REVISIONS <br /> <br />6 <br /> -.. <br /> ~ <br /> 0 <br />- <br /> I <br />" <br />5 <br /> <br />1 BC Brown and Caldwell <br />Consultants <br />~~ Den.Yer, Colorado <br />- SUBMITTED: ./ JJ:.l' , ~ ~ <br />',: '.'P~CT r~ <br />APPROVED: DI. I./, <br />""OWN .,." t~ <br /> <br />ZONE REV. <br /> <br />lJESCRIPTION <br /> <br />DATE: 4;/'/"'1.- <br />DATE: <;"/51<97 <br /> <br />FILE <br />DRAWN <br />DESIGNED <br />CHECKED <br />CHECKED <br /> <br />5993 <br />KG/TDB <br />RAF <br />WPR/RAF <br /> <br />M <br /> <br />AS--bUIL T <br /> <br />DATE: <br /> <br />B <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />F <br /> <br />G <br /> <br />c <br /> <br />o <br /> <br />E <br /> <br />I <br /> <br />f- 30' -1 <br /> <br />I, ELEV. A" I <br />I 8' <br />~~~t~s CoRJS0E~~RBANK [ELEVi' B 41 <br />ONL Y BOA TCHUTES ~ ELEV. C /. ELEV. A I <br />2 THROUGH 5 AND 7 ELEV. B c~ : <br /> <br />, ~ ~ " <br />~, (LEFT) - Ot:5tj.,;..,:::,., <0. "B'~;'"'' rD" ...~t~~~=fCjC)"~-- '.. /(R;;-;;: I <br /> <br />~ \.. )~ESIGN ~LEVATION <br /> <br /> <br /> <br />BOATCHUTE TO BE GROUTED RIPRAP TOPPED WITH <br />CONCRETE, WITH SMOOTH TROWEL SURFACE. CONCRETE <br />SHALL BE A MINIMUM OF 2" THICK OVER ROCKS. <br />GROUT SHALL HAVE MINIMUM 2'-0 DEPTH OF <br />PENETRATION INTO DERRICK STONE. <br /> <br />BOA TCHUTE ENTRANCE CREST - TYPICAL SECTION EB <br /> <br />SCALE: 1" = 5'-0. <br />(LOOKING DOWNSTREAM) , <br /> <br />BY DA TE APP. <br /> <br />SK r ,3- 92 RAF <br /> <br />UNION AVENUE BOA TCHUTE <br /> <br />BOA TCHUTE DETAILS <br /> <br />H <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />N <br /> <br />I <br /> <br />I <br /> <br />M <br /> <br />K <br /> <br />L <br /> <br />J <br /> <br /> 1 <br /> 3-<-92/SK r <br />5/5993-002 <br /> DRAWING NUMBER <br />5 - <br /> SHEET NUMBER <br />0 I p <br /> <br />\ <br /> <br />10 <br /> <br />- <br /> <br />9 <br /> <br />I- <br /> <br />8 <br /> <br />- <br /> <br />7 <br /> <br />- <br /> <br />6 <br /> <br />I-- <br /> <br />5 <br /> <br />- <br /> <br />4 <br /> <br />- <br /> <br />3 <br /> <br />- <br /> <br />2 <br /> <br />- <br /> <br />~ <br />