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<br /> <br />210' <br />(~) <br /> <br /> <br />\ <br />5305 \ <br />\ <br />\ <br />5300 \ <br />\ <br /> <br />I <br />I <br />I <br /> <br />) <br />I <br />I. <br />I <br />I <br />I <br />I <br /> <br />\-- EXISTING GRADE <br /> <br />",I <br /> <br />----1JO <br /> <br />5295 <br /> <br />\ <br />\ :", <br />\ ~ ~ <br />TOP OF' BANI< ~ ~ <br />\ STA-iO+41 '1 ::. <br />~I'" <br />\ -~+""\' ., "~""! <br /> <br /> <br /> <br />I / PROPOSED GRADE <br /> <br />I~, <br />L24. <br /> <br />0=3000 cis <br />A=43O sq It <br />P=132 fl <br />R=3.25 fl <br />11/=130 fl <br />v=6,98 It/see <br /> <br />f) "')90 <br /> <br /> <br /> <br />5285 <br /> <br />'--,77' <br /> <br />TYPICAL RIFFLE CROSS SECTION <br /> <br />NTS <br /> <br />0+00 <br /> <br />0+50 <br /> <br />1,50 <br /> <br />2..00 <br /> <br />1 +00 <br /> <br />CROSS SECTION 64+00 <br />UPSTREAM FACE OF BRIDGE <br /> <br />5295 <br /> <br />"T <br />I <br /> <br />--1-- ~ i ! <br /> <br />, - - -+- iTOP O~ BANK <br />I I - - '-- STA=J+560 <br />I -, --..... <br /> <br />" <br />~- -- --i.. <br /> <br />'" <br />r- N <br />+ ' <br />N '" <br />'" <br /><:> '" <br />w '" <br />, ~ ~ <br />T -~ _lo,! -- <br />.... <br /> <br />, ", I <br />/ . <br />/, <br />4X'STlN~GRAOE: <br /> <br />I <br />5290 ~__ -;. <br /> <br />---1.- -~ <br />I <br /> <br /> <br />-I- <br /> <br />I , <br /> I <br />5285 I T --_.~ - .- -t-- ~- --f- - <br />r- '-- <br />J 1 PRO~OSEO QRAOE----- <br /> L-31:-1 <br />5280 I -. . <br />0+00 0+50 1+00 1+50 2+00 2+50 3+00 <br /> CROSS SECTION 67+00 <br /> <br />L <br /> <br />3+50 <br /> <br />4+00 <br /> <br />4+50 <br /> <br />5285'-- -, - - j. <br /> <br />.,. t <br /> <br />5305 <br /> <br />5300 <br /> <br />5295 <br /> <br />5290 <br /> <br />5285 <br /> <br />2..50 <br /> <br />5295 <br /> <br />5290 <br /> <br />I <br />5290 t-. <br /> <br />5285 <br /> <br />I <br />5285 <br /> <br />5280 <br /> <br />5280 <br /> <br />0+00 <br /> <br />S30S \ <br />. \ <br />\ <br />\ <br />\ <br />\ <br />\--- EXISTING (;PAD[, <br /> <br />5300 <br /> <br />5ZgS <br /> <br />::'290 <br /> <br />5285 <br /> <br />---;--l- <br /> <br />;:BANKFULL WS EL=5285,O <br /> <br />.. ~ / ---;- J; <br /> <br />/ <br />'......... 1/ <br />'- ..../ <br />i <br /> <br />5280 <br /> <br />0+00 <br /> <br />0+50 <br /> <br />1+00 <br /> <br /> <br />TIE TQ EXISTING <br />STABLt CHA~NEL <br /> <br />..---' . <br /> <br />1 +50 <br /> <br />2+00 <br /> <br />2+50 <br /> <br />CROSS SECTION 73+50 <br /> <br />3+00 <br /> <br /> <br />\ <br />\ <br />\ <br />\ <br />\ <br /> <br />TOP OF BAN. <br />STA-O+4~ <br /> <br />0+00 <br /> <br />0+50 <br /> <br />~j <br />, <br />-"., <br />0" <br />wOO <br />3'" <br />~~ <br />~c:: <br /> <br />j <br />I <br />I <br />I <br />- 1 <br />I <br />I <br />I <br />/ <br />I <br /> <br />5295 <br /> <br />530S <br /> <br />5300 <br /> <br />5290 <br /> <br />PROPOSED 'GRADE 5285 <br /> <br />1_-77' <br /> <br />'+00 <br /> <br />1+50 <br /> <br />2+50 <br /> <br />2 tOO <br /> <br />CROSS SECTION 64+43 <br />DOWNSTREAM FACE 'OF BRIDGE <br /> <br />...... <br />I .......... <br />"-. <br />'- <br /> <br />0+50 <br /> <br />1+00 <br /> <br />5285 <br /> <br />5280 <br /> <br />,>0 <br />1'2 <br />INO <br />I 0;;; l _ <br /><:>'" <br /><( " <br />I..J <br />.... W , <br /> <br />~- _.~- <br /> <br /> <br /> <br />- <br /> <br />---- <br />'--- <br /> <br />! j I <br />PROPOS~O GRADE---1 <br /> <br />1 +50 <br /> <br />2+50 <br /> <br />3+50 <br /> <br />3+00 <br /> <br />2+00 <br /> <br />CROSS SECTION 71 +00 <br /> <br />.. -. --+- <br /> <br />------ <br />r <br />I <br />I <br /> <br />.I <br /> <br />4180 <br /> <br />__...liliiii <br /> <br /> <br />0=3000 cis <br />A=432 sq fl <br />p= 133 It <br />R=326 It <br />W-130 It <br />V=6,95 It/see <br /> <br />TYPICAL POOL CROSS SECTION <br /> <br />NfS <br /> <br />'-l.... <br /> <br />Ir- <br />I / <br />1/ <br />l- - ! - ~. <br />/' ; , <br />I <br />'/ I ' <br />Y-EX'STINd GRADE <br /> <br />,/ I <br />~ <br /> <br />5285 <br /> <br />T <br /> <br />5290 <br /> <br />t <br /> <br />. J 5280 <br /> <br />I; <br /> <br />4-t 00 <br /> <br />4+50 <br /> <br />5+00 <br /> <br />HORIZONTAl SCALE: ,. = 50' <br />VERTICAL SCALE: 1. '" 5' <br /> <br />DATE, <br /> <br />REVISIONS: <br /> <br />By: <br /> <br />1110: <br /> <br />'I <br /> <br />OJ <br /> <br />.1 <br />" <br /> <br />CHANNEL CROSS SECTIONS <br />NORTH FORK RIVER <br />IMPROVEMENT PROJECT <br /> <br />II <br /> <br />BY <br /> <br />CRANE ASSOCIATES <br /> <br />HOTCHKISS <br /> <br /> <br />or <br /> <br />demo.d"9 <br />DATE: Jun, 1999 <br /> <br />t <br />