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<br />4239 <br /> <br /> <br /> <br /> <br />HEC-2 WE <br />IR/SPlIT FLOW <br />LINE <br /> <br />HEC-2 CR ~ <br />(TIED TO T~;S1c;g:pION <br />S~~G) <br />l[~N~TATIONINO<j\'?:>' <br />OF CRE~~NTERlINE <br /> <br />100YR SPIL <br />FLOW NOT L FLOODING <br />TO MAIN CHCONNECTED <br />PROFILE ANNEL <br /> <br /> <br />r----- <br /> <br /> <br />SCS ST <br />ALONG ATlONING <br />OF CRE~~NTERlINE <br /> <br />C) <br />C) <br />C) <br />q- <br />u' <br /> <br />C) <br />C) <br />C) <br /> <br />5DO YEA <br />BOUNDARRy FLOOD <br />LINE <br /> <br />BASE FLOOD <br />ELEVATION LINE <br /> <br />w <br /> <br />, 00 YEAR <br />BOUNDARY FLOOD <br />LINES <br /> <br />+N <br /> <br />28000 <br /> <br />100 YEAR <br />BOUNDARY FLOODWAY <br />LINE <br /> <br />CREEK C <br />ENTERLINE <br /> <br />~OO YEAR FLOOD <br />OUNDARY LINE <br /> <br />HORIZONT <br />BENCHMA~~ SURVEY <br /> <br />~ <br /> <br /> <br />Second A <br />and ve. bridge d t . <br />. abutment m .. e a.ls from fi <br />Bndge width od,f,cation I eld survey <br />Deck elevat" = 30.0' pans Sept. '95 <br />Low chord '~n = 5494.2 . <br />100 year - 5492.58 <br />1 0 over road -' <br />year through b --d '970 cfs. <br />n ge = 1 80 <br />o cfs. <br /> <br /> <br />McCaslin BI . <br />EMK and MW' bndge details <br />Single drawings from <br />Deck span bn e w' . <br />L elevation ,dth = 7" <br />ow chord _ - 5488.60 <br />MWE cross ~e 5~ .58 <br />HEC-2 B' CtlO used' <br />J . ndge in <br />anuary '97 c mplete os af <br /> <br />+ <br /> <br />NOTE' D <br />OF" ETAIL FOR TH <br />HEC_~OYR FLOODPLAI~SE AREAS OUT <br />SECTIO SECTION 13158 TAKEN FROM <br />FROM NS WERE TAKE . HEC-2 <br />MORE ARIAL PHOTOGRN DIRECTLY <br />ACCURATE THANAPHY AND ARE <br />TOPO. <br /> <br />D <br /> <br />\ <br /> <br />C) <br />C) <br />C) <br />(\j <br />0' <br /> <br />Highway 36 <br />barrier ( (2.7 ft. high) <br />cross ses~.rveyed in field) concrete <br />photograpC ~on taken from ad~ed to <br />HEC-2 y and used aenal <br />. Low Point' as control . <br />In barrier = ;~ <br />65.8 <br /> <br />1 0 <br /> <br /> <br />-t <br /> <br />----------- <br /> <br />~\ <br /> <br /> <br />'-~ <br /> <br />f <br /> <br />D.~~~~ <br /> <br /><'l$"'. ,~._.. ~ "7.:;'''--' -, ,* <br />..~_ ,:!-jf <br /> <br />+ <br /> <br />+ <br /> <br />Mop bas <br />Decembe~ an '"=200' <br />McLaughlin ~al:r EAdjU~~~~wt~PhiC mappin <br />8 t' ""m~~ I mod. by o/i p~po~d b <br />,,fog "~. o~ bo~d ' 0<" 1m olru,1.1.1,';rt En".l..f."2""", 'rum <br />V.rti",' ""~. En,"~ri~, ",," I~.I I to " b,II' '\,:'.18'i"'''' P,~~t"""Pb' to'oo <br />, Com".."" o:~. S~",<'i.f.P,.~i"'" ood ,n. fO'7, ' P" d".i"". by <br />odlfiecf State pTlevations tndinJl an USGS <br />one 1988. ase on the '9~g/1~9~ark , -ROB <br />Notional <br /> <br />~ TAGGART <br />........ , ENGINEERING AS <br />~~ ~480 W. 26th Ave ~L4.TtS,INC. <br />~ (~~~&J21~J4OB <br />FAX4~-9929 <br /> <br />~~~CHMARK DESC <br />103/26 ELEVATION RIPTIONS <br />100/43A 5499.63 1988/93 NA <br />5465.88 1988/93 NA: ~= 5496.37 1929 NGVD <br />5462.62 1929 NGVD <br /> <br /> <br />1 <br /> <br />600 <br />I <br /> <br />200 <br />I <br />Scale 1" <br />CONTOUR INTE <br />RVAL 2 FT <br /> <br />200 <br />~ <br /> <br />SHEET NO. <br /> <br />I <br />200 ft <br /> <br />DESCRIPTION <br />GOD NAIL ON <br />CHISE WEST P.P AT <br />A LED SQUAR N.E. CORNER <br />T BEGIN WING ~AN.W.RL Y CORNER OF 2ND AVE. AND <br />LL OF HEAD WALL OF THE COAL CREEK DRIVE <br />BRIDGE OVER <br />COAL CREEK <br /> <br />~ <br /> <br />SHEET LAYOUT <br /> <br />DR <br />WCT <br />12 23 96 <br /> <br />DRAWN BY: <br />CHECKED BY: <br />DATE: <br />TEA PRDJ. NO. 40 <br /> <br />DMP' <br />~801voo\pe~v\ [eoO\V <br />~3~Ov\ :~ <br /> <br />c <br />c <br />c <br />o <br /> <br />c <br />c <br />c <br />C <br />U <br /> <br />L <br /> <br />