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<br /> <br />" <br />~, ' <br />'/, <br /> <br />( <br />" <br /> <br />i <br />(' <br /> <br />i <br /> <br />.> <br /> <br />,~ ' <br />';i <br /> <br />~~; <br /> <br />" <br />i; <br />" <br /> <br />N <br />~ <br />~ <br />if <br />~ <br />~ <br />I:J <br />~ <br /> <br />:~i <br /> <br />" <br />" <br /> <br />Ii <br /> <br />~ <br />i <br />;> <br />1i <br />9- <br />;:\ <br />~ <br />~ <br />~ <br />" <br />" <br /> <br />'~, <br /> <br />r ' <br /> <br />'/ <br /> <br />J <br /> <br />':> <br />:'\(:)' <br />Ql< <br />+ <br /> <br />., - <br />f-",(:)~, . <br />~" . <br /> <br />- <br /> <br />~oo>\ <br />:'\~ "'0': <br />,':> 'b <br />~ ~ <br />o <br /> <br />~ <br /> <br />~oo>\ <br /> <br />:,\0 "'<.5' <br />,':> ~ <br />~ '60 <br /> <br />- <br /> <br />- <br /> <br />-- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />. .. ~ <br />,. <br /> <br />)( <br /> <br />x <br /> <br />x <br /> <br />~s <br />01 ,Jv <br />S .~\>' <br />~"". <br /> <br />- <br /> <br />'l. <br />,:>'l.' <br />'01. <br />+ <br /> <br />l<~ <br />+'0 <br /> <br />J'~~ <br />'----" Q)t>.':>- <br />-:, -I' { <br />,:>" <br />+'Ot>. <br /> <br />./ <br /> <br />- <br /> <br />'" <br /> <br />* <br /> <br />4289 <br /> <br />(GN) <br />Id convergence <br />UrMd 19~80 maghetic <br />an , (MN) <br />declination , <br /> <br />I <br /> <br />"N <br /> <br />G\ -/ <br />0"58' ~ <br />~ <br /> <br />~ . <br />HIGHWAY 82 <br />~~ " <br />~ <br />EMMA--.J':':::~T <br />BASA ,. <br />- 9 <br />SHEET RAILROAD'" , <br />NDEX <br /> <br />v <br /> <br />NTROL: The <br />HORIZONTAL CO . at7 System <br />BASIS OF Plane Coord In I Project <br />Colorado State Lambert confarmt)a The fallowing <br />t I Zon e . I fee . <br />Cen ra /92 Internat,on? ere used: <br />(NAD 83 'Stations W ES <br />GS Triangulat,on COORDINA T <br />US ORDER (Unadjusted) <br />NAME 31 <br />1 561 634. <br />2',559,613.16 <br /> <br />1 662,540.50 <br />2',601,231.51 <br /> <br />R87W S12 <br />T8S TR88 AP4 <br />TR62 <br /> <br />B <br /> <br />BROWN <br /> <br />B <br /> <br />, ts shown <br />All coordinates pain been adjusted to <br />on the ~aps d~at~~ elevati.on e <br />local P/OJ:cdnd average. latt~~t factors <br />65?0 '5~e951 ", , The a?Jus m d latitude <br />3921 . b ve elevat,on an <br />used for a 0 <br />are: , 0 99994666 _ <br />Scale. 'I' 099968998 636659 <br />Sea leve., '0999 <br />Combined Factr~. 1 '000363474 <br />Reciprocal F ac a. . <br />TROL' <br />ERTICAL CON ~'-. inating <br />BASIS OF V I Datum orrg G158 <br />~ VD 29 ?ea Leve, E158, F158, <br />Nt USGS benchma~~ TR88 AP4 <br />~8S R87W S12 TR MAP COMPLIES WITH <br />Y OF THIS TANDARDS <br />TOPOGRAPH AP ACCURACY S METRIC METHODS <br />NATIONAL M PHOTOGRAM <br />COMPIL6~,Tlg~.~Y VERTICA~ :E2~I,A~ 996 <br />~~~~OGRAPHY FLOWN M ELEVAT~ <br />TYPE ORDER 6589,20' <br />NAME GS 3rd 6749.07' <br />AP4 U~S BM 2nd 6640,66: <br />E 158 U~GS BM 2nd 6507,86 <br />F 158 U S'GS BM 2nd <br />G 158 U. <br />PREPARED BY: INC <br />E &- O'MARA, :- <br />CREENHORN Scientists / S1.LTlIey~ <br />. ts / Pla.nners / .0;-,..-...0 <br />/ Arch,tec ....... B.O" (B <br />~_ngineers s".u. 411 "W"'OrG. Co <br />8'3' s-.th YlNf'hn .cav <br /> <br />I <br /> <br />GENERAL LEGEND <br /> <br />- ONTAL CONTROL <br />HORIZ <br />VERTICAL CONTROL <br /> <br />- GRID POINT '.. <br />CROSS SECTIONS <br /> <br />. POWER POLE <br /> <br />LIGHT POLE <br /> <br />FENCE <br />SPOT ELEVATION <br /> <br />WATER EDGE <br />RAILROAD TRACKS <br />ES & BUSHES <br />TRE ON <br />IDENTIFICATI <br />CROSS-SECTION <br /> <br />8 <br />o <br />+ <br /> <br />-0- <br />()-<) <br /> <br />-- <br /> <br />x 6382.6 <br /> <br />..........-+-+- <br /> <br />CJ <br />(ill <br /> <br />FEET <br />SCALE 200 ~O <br />20~ -k~~ <br />I ----:rERVAL 2 FEET <br />CONTOUR IN <br /> <br />r- 'BASALT AREA <br /> <br />- <br /> <br />PREPAR~D 6g~ORADO <br />EAGLE COUNT, <br /> <br />TION WITH <br />IN COOPERA NSERV A TION BOARD <br />' WATER CO <br />COLORADO DENVER, COLORADO <br /> <br />OCTOBER 1996 <br /> <br />SHEET 2 OF 9J <br />