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<br /> <br /> <br />3:1 <br /> <br />3:1 <br /> <br />^Ol <br />~I <br />'" <br />" <br />(f) <br /> <br />n2'-9 1(2" 4-#6 VERT. <br /> <br />8" L I ~G ,~ 12" <br />#7 I!! 8" <br />I <br /> <br /> <br /> <br />BNRR <br /> <br /> <br />;iG \~ 1211 <br />j:t6 ~ 12" <br /> <br />1 :R; 6"X3 1/2"X5/16" <br />ITH 1 /2"x6"! <br />OPENING \ HEADED STUD <br />WIDTH \~f-fJRS' 24" <br /> <br />STA. 40+09.71 t BNRR <br /> <br />EXISTING DIKE <br /> <br />'^ <br />c-.: <br /> <br />STOP LOG RECESS DETAIL <br /> <br />NO SCALE <br /> <br />.. <br />'" <br /> <br />NEW DIKE EXTENSION <br /> <br />..... <br /> <br />S=13 "! <br /> <br />S=13',! <br />.. <br /> <br />t( <br /> <br />EXIST. ACCESS RAMP <br />& DIKE <br /> <br />6" <br /> <br />11"- <br /> <br />17 '-3" <br />58.82 MIN, ELEV. <br /> <br /> <br />ST <br /> <br />PLAN <br /> <br />SCf\LE: 1 "=20' <br /> <br /> <br />EXIST. <br />BALLAST <br /> <br />TI MBER <br />CUTOFF <br />INSTALLED <br />BY JACKING <br /> <br />I- <br /> <br />61-0" <br /> <br /> <br />INSTALL TIMBER CUTOFF FROM EXIST. GROUND <br />SUBGRADE TO TOP OF RAIL BY JACKING <br />SEE SECT. B <br /> <br />57.02 TOP OF RAIL (EXIST.) <br /> <br />FINISHED GROUND <br />ALONG STRUCTURE <br /> <br />SECTION <br /> <br /> <br />SCALE: 1/4"=1' -0" <br /> <br />~ <br /> <br /> <br />II <br />/il~ I <br />I <br /> <br />Q 0 <br />J V <br />~b <br /> <br />I I I <br /> <br />~ 0 ~ ;,'7 m.'1 ~f <br />y ~ '\) <br /> <br />BACKFILL~ <br /> <br />00 <br />= <br />~ <br /> <br />" <br /> <br />SECTION <br /> <br />C <br />8 <br /> <br />/O~ <br /> <br />SCALE: 1/2"=)'-0" <br /> <br />~.. <br /> <br />;2-/1 = 90/ rq; <br />/ S-/f <br /> <br />I' <br />Ir; <br />c/4" <br /> <br />~, <br /> <br />o <br /> <br />------ <br />----- <br />------ <br /> <br />1-- <br />J[ <br /> <br />18'-3" CLEAR <br /> <br />-- <br />------ <br />~ <br />----- <br />----- <br /> <br />-.... <br /> <br />STOP LOG STORAGE DETAIL <br /> <br />----- <br /> <br />4~ <br /> <br />2 '-0" <br /> <br />SCALE: 1/4"=1 '-0" <br /> <br />12' " <br /> <br />EXCAVATION IS NOT PERMITTED CLOSER THAN 8' TO THE CENTERLINE OF TRACK <br />CONTRACTOR SK4LL SUBM IT A SHEET PILE PLAN TO Bt,RR C/o KEN JENN I SON <br />1331 17TH S1. <br />P.O. BOX 17150 <br />DENVER 0 80217, <br /> <br />t R.R. <br /> <br />c <br />'- <br /> <br />>< <br /> <br />4t- <br /> <br />-4 <br />J X~ <br />~ <br />PLAN <br /> <br />y <br />SWMETR I CAL ABOUT t <br /> <br />N <br />:-.- 0 <br /> <br />" <br /> <br />, ":l <br />-1,' <br />\ <br /> <br />12'-0" <br /> <br />28'-8 3/4" <br /> <br /> <br />ELEV. 59.32 <br /> <br />'0 <br />I <br />0-. <br /> <br />2.02 <br /> <br />FINISH GROUND LINE <br /> <br /> <br />ELEV, 50.32 <br /> <br />/ EX I S1. GROUND LI NE <br /> <br />ELEV. 46.50 <br /> <br />~ <br />I <br /> <br />ELEV. 45.00 <br /> <br />::-. <br /> <br />SECTION <br /> <br />A <br />8 <br /> <br />SCALE: 1/4"=1'-0" \ <br /> <br />0() <br />\0 <br /> <br />6" <br /> <br />'-1 r ELEV. 59.32 <br /> <br />Q <br />,(l <br /> <br /> <br />~'"" <br /> <br />3/8" CABLE SLING WITH SLIP H:lOKS <br />(BY OWNER) <br /> <br />8-1/2"0 BOLTS W/NUTS, WASHERS, <br />STAINLESS COUNTERSINK EACH SIDE <br /> <br />" W' <br /> <br />" <br />" <br /> <br />ELV.52.02 -;\,~ <br />MA CH TOP OF EXIST. RAIL <br />\ <br />E . :;0.00 <br /> <br />4-2"XI0" BOLTED TOGETHER (ALTERNATE <br />5/8"x6" SCREW TYPE EYE BOLTS, STAINLESS GRAIN) <br />(2 EA) 1.0. TOP OF EYE, FLUSH WITH SURFACE <br /> <br /> <br />STOP LOG DETAIL <br /> <br />(~~ <br /> <br />NO SCALE <br /> <br />8 <br /> <br />~ <br /> <br />ELEV. 59.30 <br /> <br />ELEV. 58. 8 <br />0, <br /> <br />LAG BOLT <br />FASTENERS <br /> <br /> <br />EL. 52.02 <br /> <br />TIMBER-CUT & SHIM TO FIT <br />TOP OF RAI L <br /> <br />EL. 51.37 !CTOP OF EXIST <br />TIE- VERIFY) <br />TIMBER JACKED UNDER RAIL <br /> <br />4- <br /> <br />#6@ 12" f-fJRIZ. <br />EA. FACE <br /> <br />'0 <br /> <br /> <br />#6 @ 12" <br /> <br />2" <br />CL. <br /> <br /> <br />\ <br /> <br /> \ <br /> I <br />" '~ ~ <br />\1- <br /> 1\ <br /> \ I <br /> \ \ <br /> <br />~ <br />I <br /> <br />o <br />f- <br /> <br />!l6 ,1 12" <br />EA. WAY, <br />EA. FACE <br /> <br />en <br />I <br /> <br />~- <br /> <br />en <br />I <br /> <br />'0 <br />., <br />0-. <br /> <br />- <br />N <br /> <br />(f) <br />UJ <br /> <br />I <br /> <br /> <br />-...... <br /> <br />~ <br />> <br /> <br /> <br />TOWN OF WIGGINS <br />MORGAN COUNTY COLORADO <br /> <br />~ <br />I <br />;.. <br /> <br />"'"' <br /> <br />~ <br />I <br /> <br />N ..../ <br />...... "- <br />~ '..... <br /> <br />~ jI <br />;'x <br /> <br />--' <br /> <br />S <br /> <br />SECTION <br /> <br />SCALE: 1/2"=1 '-0" <br /> <br />8 <br /> <br />SCALE <br /> <br />AS SHOWN <br /> <br />A ProfessIonal Corporation <br /> <br />THIS DRAWING IS <br />THE PROPERTY 01= <br />AAtX. AND IS NOT <br />TO BE AEPROOUCED, <br />MODIFIED OR uSED <br />FOR ANY OTHER <br />PROJECT OR ExTEN. <br />SION OF THIS PRO. <br />JECT EXCEPT BY <br />AGREEMENT WITH <br />SAID COMPANY <br /> <br />DATE DEC., 1987 <br />PROJECT NO 86136,00 <br /> <br />PROJECT II L <br />KIOWA CREEK FLOOD <br />PROTECTION IMPR VEMENTS <br /> <br />1\=tIX <br /> <br />DRAWN <br />CHECKED <br />APPROVED <br /> <br />J,T. <br />J.D,A. <br />L.J,B. <br /> <br />MISCELLANEOUS DETA IL SHEET <br /> <br />Engineers ArchItects Planners <br /> <br />(l!.'.~"" L.()I(J',Hj(, <br />LJldt.1J Jl,nlllvn CulQrdc\( <br />8I\1l-"'rl\..1' 'I';',(JI1W't; <br />P'O.,t Ut:lf <br /> <br />3848 <br /> <br />/ '5 <br />/ L <br />o <br />j <br /> <br />I <br /> <br />,l <br /> <br />I <br /> <br />I <br />I <br />I <br />J <br />I <br /> <br />"8 @ 8" <br /> <br />I <br />. <br /> <br />I <br /> <br />I <br /> <br /> <br />{ <br /> <br />