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-, .' ~ . ,4 A I 10 --, - ;:;: o 9 - . - fA\ \..5..) T o ix:1 r<) 8 - . 7 - 6 --, ;:;: o - 5 4 - 3 . - 2 - APPROVED: . A I , . .., ."" B I c I 0 I E I F - ( H,\ (AT EXISTING DAM) "--8J ::::: (B '\ \.5.1 - . ELEV. A ~ DIM. H 10' - - r 0.5) i /" ELEV. B f---/ I I I I ELEV. C ~ ' f J " SLOPE -- '\ ELEV. F \ \ (FLAT) I' - r-- / / I / I -~:::--- - - - - - -~,- - - -- - - - -- - ---- - - - - - - - -- - - --~ - -- --- \ ""- ELEV. E \ !~- ELEV. D 1'",,- '-- ELEV. D -- -I I \ \ LIMITS OF /\ SMOOTH TROWELED CONCRETE AT BOATCHUTE No. 1 0.5J 1'- ELEV. C I L ELEV. F -; (FLA T) I SLOPE -- ~ I. ELEV. B \ I I - I. -~ - ---- '- LIMIT OF SMOOTH TROWELED CONCRETE I '.. <LEV.' BOATCHUTE - PLAN ~EW SCALE: 1. = 5'-0. LIMIT OF TROWELED CONCRETE ENTRANCE CREST DIM. H 10' ---- - BOATCHUTE - SECTION ffi SCALE: 1. = 5'-0" ,. LINE IS 2 INCHES AT FULL SIZE (IF NOT 2' -SCALE ACCORDINGLY) ZONE REV. A~ DATE: d I/. 1,-(., DA TE:sl5-.Ml FILE DRAWN DESIGNED CHECKED CHECKED . 5993 KG/TOB RAF WPR/RAF DATE: , B I o I I I c E F I I G H 10' -J I I 10' I -.-----,------- -! I REVISIONS DESCRIPTION AS-BUILT G I H , I I J K L M . I NOTES: N I o I p 1. SEE DRAWING NO. 11 FOR SIGNAL ROCK PLACEMENT. 2. BOATCHUTE NO. 1 ENTRANCE CREST EQUALS EXISTING SPILLWAY CREST. BOA TCHUTE DESIGN PARAMETERS BOA TCHUTE ELEVATIONS C D* E F DIMENSIONS G H J ,- ELEV. G \ -------.----- ~ ~ \ (FLAT) " A B . # 1 # 2 # 3 # 4 # 5 # 6 # 7 90.5 90.0 89.5 89.0 88.0 86.65 85.9 88.0 86.5 86.0 85.5 84,5 84.15 83.4 85.0 84.0 83.5 83.0 82,0 81.65 80.9 83.0 82.0 81.5 81.0 80.0 80.15 79.4 81.0 80.0 79.5 79.0 78.0 78.15 77.4 79.0 78.0 77.5 77.0 76.0 76.15 75.4 77.0 76.0 75.5 75.0 74.0" .. 19.0. 0.5 26.0 1.5 21.0 1.0 16.0 1.0 16.0 1.0 16.0 1.0 .. 1. 0 * DESIGN ELEVATION .. BOATCHUTE No. 7 IS WEIR CREST ONLY. 12" MIN. WIDE. f--------~--------------- ___3g._______.__________ - - ------1 IrELEV, A I RAISED CREST FOR ' r- ELEV. B 1 ,. 8' I ACCESS ON WEST BANK. r----- ------ ONL Y BOA TCHUTES -\ !r \- ELEV. C r- ELEV. A 2 THROUGH 5 lAND 7 I ~ I II ELEV. B -''-, I I _i'j I . ~I r-ELEV. D - \'ELEV C \ ~ ------'----------, 01 \ I I \ I' '", liD _ -" J_, ELEV. E \ \ \.1 ' -- _ or I ()f\r\'N -inl '. ~,i \: \ ~ I.-?~'.!/~r~,,- ____ - _j _ ~ '- (LE~~-)~--/C)?:) ~~)/~'i:~ _-~~~~. .,;(::'.f~1(~)()-C~)',~jl,~<~I;~ r ~,----------~v'- '-... -DESIGN ELEVATION - / . qt - BOATCHUTE TO BE GROUTED RIPRAP TOPPED WITH CONCRETE, WITH SMOOTH TROWEL SURFACE. CONCRETE SHALL BE A MINIMUM OF 2" THICK OVER ROCKS. GROUT SHALL HAVE MINIMUM 2'-0 DEPTH OF PENETRATION INTO DERRICK STONE. BOATCHUTE ENTRANCE CREST - TYPICAL SECllON EB SCALE: 1" = 5'-0" (LOOKING DOWNSTREAM) BY DA TE APP. 1 [BJr7D Brown and Caldwell , LID Consultants ~ ~ Den,yer,' Colorado , ' - , / /r / SUBMITTED:.~" ~~ . P . CT . " APPROVED: M, . BROWN , I::-r-- ELEV. A OL ____ ----~, - - - _ _ _ ~ --:Ll. _ .'~\- E~LEV. F _ ~ELEV. G ---- ' / ~ '.- - . , .-- - - -- - ---". - \0~',"""r' .':."1 - ELEV c:;~F1.::A.<?~~ ELEV sO... :'<0..::'-' ':. ::n. ."'.'c:CPl' ,"'-:.'r":")..:~';"n:'. - ; "r - 1_ "',' -, ~.~ .. - 3 . ~:;;\;;;:?;<:,' . 'r :O"! ")~r-)",.':/ ~:(.'J:'r-\ ----~ 1 ELEV. E J ~:It:!tin::~[."?J ELEV. 0 --/ ~-- ''-...j _/ \'-./ i\ - \,~j \_--) 0 0--- ____ :<~);;SS~- SLURRY TRENCH, SEE TYPICAL \. ',,>::- EMBANKMENT SECTION, DWG. NO. 10 SKT 3-92 RAF I I I J K L M UNION AVENUE BOA TCHUTE BOA TCHUTE DETAILS N I J-+-92/:KT 5/5993-002 DRAWING NUMBER 5 SHEET NUMBER o I p 6014 10 - 9 - 8 7 6 5 - 4 I--- 3 I--- 2 I-- 1 -