|
<br />.
<br />N
<br />.,
<br />
<br />FLUME WALL
<br />
<br />I
<br />I-t-a:..
<br />~
<br />
<br />~[
<br />, ,
<br />,
<br />
<br />", .
<br />,.,.
<br />
<br />~'.'..~-,._' :
<br />,..:.j(
<br />4~
<br />
<br /> .
<br />, J; 491/2' ~
<br />r 6'-S' O.C. ., ..... "AN"'iJI- -
<br /> ,
<br />, , I (TYP) i
<br />, 0
<br />- -
<br />
<br />7~2"
<br />
<br />2'-6"
<br />
<br />10"
<br />
<br />3'-10"
<br />
<br />"1>":1' ~~~~
<br />. '.' b.., BACKFILL
<br />. . ~
<br />'.- .~
<br />.... r.. #4<(\)12"
<br />*6@> 12"AIJ:
<br />
<br />. . .
<br />
<br />. ..
<br />..-; ,
<br />.~.. " (
<br />. '..~~{
<br />
<br />I
<br />
<br />2"CL.
<br />
<br />ONE CU. FT. OF
<br />GRAVEL IN
<br />BUR LA P SACK
<br />
<br />....
<br />
<br />o
<br />I
<br />
<br />'. ~"H
<br />': ..... :'>J..- 4"DIA.WEEP
<br />I--~;::-"",::'..I 't. HOLES
<br />-- ~-:.-. .. X;;;
<br />.h . .
<br />'. . '
<br />,
<br />
<br />. ',"""'.
<br />
<br />#6 <ill 6"
<br />
<br />. ,
<br />
<br />CD
<br />I
<br />II')
<br />
<br />'.-. .
<br />
<br />-CD en
<br />.' t-=
<br />orz
<br />
<br />KEY 1,1/2' X 3 Y2" '.:..\1..
<br />z CLj ~~'.." .'
<br />..:. ~.,: : -:1. ~.'. :~.: .' ~...'" :.':'.r'.: .~~ \....::~::
<br />~ I ., ..' ~ '. I.. -j"" ~..' : '\.' ,J),
<br />'1' '. ~ #\-1:>. "
<br />T~CL. ~ ' 6~6
<br />6-#4 CONT.
<br />(4T. - 2B)
<br />.
<br />
<br />=0
<br />. ,
<br />-
<br />
<br />SECTION B - B
<br />NO SCALE
<br />
<br />3/S' GALVINIZED BOLT,
<br />WASHER, NUT (TYP)
<br />
<br />.f
<br />"
<br />,
<br />
<br />-
<br />,
<br />,
<br />
<br />)- 2'xS' RAILS (TYP)
<br />
<br />,
<br />,
<br />
<br />
<br />",- 2'xe' PLANKS (TYP)
<br />
<br />
<br />I' 'I I I II
<br />I I II
<br />o I I Ii' ;11
<br />Oil I
<br />
<br />
<br />'-2'X10' BEAMS (TYP)
<br />18' O.C.
<br />
<br />-2 GALVINIZEDI6d NAILS
<br />, PER JOIST (TYP)
<br />
<br />! i
<br />"
<br />I
<br />
<br />T
<br />-
<br />0, :;. : : : I : :
<br />" !: I : ~ I, : !
<br />2'x10' CROSS BRACES)
<br />(TYP) 24' O. C,
<br />
<br />SIDE ELEVATION
<br />
<br />- FOOTBRIDGE
<br />
<br />NO SCALE
<br />
<br />,
<br />
<br />EL. 7991. 97
<br />
<br />I
<br />
<br />I
<br />
<br />INV. EL. 7785.97 I
<br />~... :t. "2~CL,: :.'~ b
<br />I ro=-:-' ~ : h . .'
<br />EL. 7984.80 .. :~. I :. . ~: " .
<br />". 11
<br />'LI/ '....J :~ It 4@l12"4"4"
<br />EXPAN. JT. MAT. '. :1. 6"L.....f6"
<br />
<br />SEE SEC. B B FOR . .b I: .' ="'LII ~8"
<br />TYP. WALL REINFORCING . ~ . ~r. :'. _ -# 6 @ 12" _ I
<br />Ii>
<br />'. ".
<br />. . ..-,,' "
<br />EL 7981.97 ? ."":!. . 12
<br />
<br />" ..., :..' . .' . JL' . . 6.' .' .'. ',.
<br />. . . ..4 .... . . .
<br />, . I.' .' . . ., .o'.~ . ... "0..00.. .
<br />. ., b. .' .. . .' " ' . ...
<br />
<br />1'-4"
<br />
<br />3"CL.
<br />
<br />SECTION C - C
<br />NO SCALE
<br />
<br />,
<br />
<br />-
<br />.
<br />
<br />~
<br />
<br />1)1 , -4'x4' SUPPORTS (TYP)
<br />tlI,..~ .
<br />
<br />I-~ ,
<br />
<br />.
<br />
<br />2'xS' PLANKS
<br />(TYP)
<br />,~,'X10" JOISTS
<br />J ~Il" O.C, (TYP)
<br />
<br />...,---rr--\r! r
<br />I I I i\! I
<br />I : I I: !
<br />
<br />Lf:PP=t=O=cJ1_
<br />~/ 3_4==t=Ff =F1\!#27
<br />
<br />
<br />~ EXTEND VERTICAL REINFORCING FROM FLUME WALL'
<br />#5€>18" INSIDE FACE
<br />#Se1S" OUTSIDE FACE
<br />
<br />,
<br />;-
<br />
<br />.
<br />
<br />~.
<br />
<br />1.~o,J
<br />.
<br />o . :'fl\ '
<br />
<br />':.<O:t.' "-- 2"x 12" HEADER BOARD
<br />
<br />.:.~:~::.'
<br />Q' f{':,'
<br />" ~-
<br />V .
<br />.
<br />
<br />ABUTMENT WALLS HIGHER
<br />THAN 2' TO BE SLOPED
<br />3: 1 TO MEET FLUME
<br />WALL
<br />
<br />-
<br />
<br />-
<br />
<br />NOTE: CONTRACTOR TO CONSTRUCT SUITABLE TIMBER
<br />STAIRS TO MATCH SIDEWALK ELEVATION. RISER
<br />HEIGHT SHALL BE NO GREATER THAN S INCHES,
<br />
<br />DETAil 4 TIMBER FOOTBRIDGE
<br />
<br />NO SCALE
<br />
<br />TOP OF BE~M
<br />EL. 7966.0
<br />
<br />5'.0" I
<br />I.. ..
<br />,b '" .,..
<br />I /
<br />
<br />SEEDING WITH 4" TOPSOIL
<br />11/2
<br />'JI
<br />
<br />DOWNSTREAM FACE-
<br />
<br />2
<br />I r=:;
<br />
<br />UPSTREAM FACE
<br />-----
<br />
<br />COMPACTED BACKFILL
<br />.-s-USING EXCAVATED MATERIALL.--
<br />-r- --
<br />
<br />_____---- "-EXISTING
<br />
<br />GRADE
<br />
<br />~
<br />
<br />--
<br />
<br />DETAIL 5 TYPICAL BERM SECTION
<br />NO SCALE
<br />
<br />51
<br />
<br />~
<br />
<br />WEE~_
<br />HOLE
<br />
<br />'---
<br />1...
<br />2"
<br />
<br />.0
<br />l
<br />-or
<br />
<br />t Ii I t
<br />WEE~...... fJ!! I
<br />HOLE ........ B
<br />2"--1B b
<br />t L T -J
<br />)i ,-
<br />'- "-
<br />-
<br />
<br />~ CASCADE
<br />CREEK
<br />
<br />FLOW
<br />..
<br />
<br />RIP RAP
<br />PROTECTION
<br />31THICK
<br />
<br />DETAIL 7 - WINGWALL
<br />
<br />AND RIP RAP
<br />SCALE: I "= 10 '
<br />
<br />PROTECTION
<br />
<br />~,,\I,,\IIIII11""111
<br />~~,,\)O REGI.~"0:
<br />.;$' ..:~'('" .00.... u/:''l..
<br />f~,~:"\\ElfG l~
<br />~~!"'W~~/
<br />I ~A':'f'l~1 M
<br />~\- ~'A.iJ~
<br />~~. O.t.''::::
<br />~~. fI".::...~~
<br />~ ~.... .0. ~~
<br />~ II'3,ZO'...,.'r....~#
<br />~II N A\." ,\\\~
<br />WI/fIIl1I11I1I1",,\I~
<br />
<br />3882
<br />
<br />'-',-- ~
<br />
<br />.
<br />
<br />CITY OF OURAY. CO,
<br />ANO ,FLOOD CONTROL IMPROVEMENTS
<br />
<br />CASCADE CREEK
<br />DETAI LS
<br />
<br />DEBRIS
<br />
<br />Designed by'
<br />Drown by:
<br />
<br />owe
<br />
<br />Seale' AS NOTED
<br />Dote.: JULY. 19B5
<br />Project No. : CO - TO. D6
<br />
<br />KM
<br />
<br />Checked by' ws L
<br />
<br />INo. ReVISion Dote By
<br />I EL~1"""lo" c.o"'II:~Tlo.S 4Ms!> '5W
<br />:z. RIPI<.AP ~~DAIION 4/1}s3 j9AJ
<br />
<br />~u~
<br />
<br />SiMONS, Ii & AssociATES, iNC.
<br />fORT colliNS. CHEYENNE. dENVER. TUCSON
<br />
<br />C-4
<br />
|