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<br />I <br />! <br />r <br /> <br />GRKELtY NO. 2 <br /> <br />KlleB <br /> <br />OOLOMOO "9 <br /> <br />. <br /> <br />N 4015 ~ w 10445/15 <br />Po.,ge to <br />F.ot <br /> <br />! <br /> <br />Feet JUles <br /> <br />24.31 Windsor, 1.3 m1. S. of, &long State Highvay 257; 2.0 mi. <br /> <br />11.20 Johnatawn, 1.0 1Ili. B., thence 3.0 mi. W. of, along county <br />rds.; near S\l'. corner section 36, T. 51'1., R. 68 v.; in <br /> <br />SW. corne;r of orchard. at JiormtlJJ Rodabaugh; 31 ft. N. of <br /> <br />rd.; 5 ft. K. BDd 4 n. E. of fence corner; in concrete <br /> <br />post; k 10. steel rod <br /> <br />4941.06 <br /> <br />18.09 Jahostovn, 1.9 mi. D., thence 2.0 mi. 1/'. of, II.lons county <br />rdB.; near HE. corner B~tlon 1, T. It. N., R. 68 V.l 31 <br /> <br />ft. S. and 28 ft. E. of T.junctlon or E-ll. rd. and rd. <br />:If.; 6 n. V. of telepbOl:le pole; in ccocrete post, <br /> <br />standard tablet stlllZlped "CB 57 19t..S" <br /> <br />4B<;3.096 <br /> <br />~erenel! mark, 82 ft. ll'i/". of tab1etj 4 !'t. B. ~ tomee corner; <br /> <br />in Calcrete post, t In. steel rod <br /> <br />_.32 <br /> <br />19.10 Jcl:wetCMl, 2.0 1111. I" 'tbence 2.0 Ill!. W. of along county <br /> <br />rds.; 32 ft. No aDd 32 tt. E. ot croasroads, 6 :l't. N. <br /> <br />of tence corner, 5 n. B. of power line pole; 2 ft. E. <br /> <br />of fence, in concrete post; t In. 1rQl:1 rod <br /> <br />4866.55 <br /> <br />20.1) JohD.lltawn, 2.0 1Il1. If., thence 1.0 1111. W. of, al.onS county <br />rdB.; near Sl!:. carner 81!1ction 30, T. 5 If., R. 67 V.; <br /> <br />53 f't. If. aDd 34 ft. E. or 'I'-junction or E-V. rd. and <br /> <br />rd. If.; 12 ft. If. or tel.ephone pole; 2 ft. If. and 2 n. <br /> <br />l/'. or f'enc:e corner; in cOllCrete post; lltand&rd tablet <br /> <br />stampednCS 58 1948" <br /> <br />481:5.120 <br /> <br />Rererence IllIU"k, 69 ft. E. or tablet; 1 n. S". and 5 n. <br /> <br />E. or f'enc:e corner; in concrete p<>fIt; i in. IIteel. <br /> <br />rod <br /> <br />4824.30 <br /> <br />20.68 <br /> <br />U.E., 011 NIr. comer or bridge uver Big 'l'bClllpflOD. River; in <br /> <br />pil1ng; copper nail aDd vasher <br /> <br />4781.60 <br /> <br />20.85 Johnstown, 2.0 lid. If., the:llce 0.3 1111. w. or, along county <br />rdll.; 28 ft. S. and 33 rt. V. or Great Western RailrOQd <br /> <br />crossing; 2 n. S. and 3 n. Y. or rence corner; 1n <br /> <br />concrete port; i in. steel rod. <br /> <br />4174.88 <br /> <br />21.24 <br /> <br />Johnlltovn, 2.0 111. If. or, along county rd.; 27 n. B. and <br />fSr n. E. or crolll.roads; 55 n. E. or rence corner; 3 n. <br /> <br />B. and 5 n. E. or teleph.one pole; 2 n. S. or rence; io <br /> <br />concrete post; : in. Reel rod <br /> <br />417U~ <br /> <br />22.Z7 Jol:mstOl/ll, 2.01111. If., thence 1.0 mi. E. or, along county <br />rdB.; oear SE. corner sectiOll 28, '1'. 5 If., R. 67 v.; 30 <br /> <br />n. W. or f'ence corner; 26 n. If. and 21 n. V. or '1'- <br /> <br />j=ctiOD. or E-V. rd. and rd. S.; 1 n. S. of rence; in <br /> <br />concrete polJt; standard tablet stelllped nCS 59 1948" <br /> <br />4856.517 <br /> <br />Reference mark, 68 n. Im. of' tablet; in root or 18 in. <br /> <br />cottOllvood tree; copper nail and vasher <br /> <br />4854.17 <br /> <br />22 .38 U .E., at bridge &OrCSII -U drain; in f'oot block 00 BE. <br /> <br />corner; copper nail and wamer <br /> <br />4812.54 <br /> <br />23.27 J<WistCII/D, 2.0 mi. E. and 2.0 1111. N. or, along State1l1gb- <br /> <br />way 257; 29 n. s. and 39 n. E. or croBllrClldll; 1 n. S. <br /> <br />and 11't. V. or rence carner; in concrete post; : in. <br /> <br />steeJ. rod <br /> <br />4901.167 <br /> <br />LIliElO <br />m::M us 64907.1" JIlORl'R TO USC!.G5lM "p 1.36 1934" (By C.U. Benedict, <br />1948;crmp Book MV 18oe) <br /> <br />23.27 UE. "4907.1" steel red. (Described 1n line 9) <br /> <br />4907.167 <br /> <br />E. IIlId 3.0 mL N. or Johnstown; near IN. corner section <br /> <br />26, T. 5 N., R. 67 v.; 34 ft. S. and Ju ft. E. or cross- <br /> <br />roads; 3 ft. S. and 1 ft. E. or fence corner; in concrete <br /> <br />POllt; standard tablet stamped "CB 60 1948 5029" <br /> <br />5028.148 <br /> <br />Rererence mark, 85 n. W. or tsblet; 2 n. S. and 2 n. <br /> <br />w. or reoce corner; in concrete post, t in. rod <br /> <br />5027.31 <br /> <br />25.34 1o'1nd8or, 6.3 mL S. of, along State Highway 257; near <br /> <br />NW. Corner section 23, T. 5 If., R. 61 Voj 4:1 n. E. of <br /> <br />highway; 2 n. S. cr post; set in concrete; t in. steel <br /> <br />.od <br /> <br />4911.53 <br /> <br />26.34 WiodJlor, 5.3 mi. S. ot, lI.1ong State HigllYay 257, near Nil. <br /> <br />corner seetiOl1 :14, '1'. 5 N., R. 67 v.; 92 n. E. of rence <br /> <br />corner; 28 ft. B. or E-\(. rd.; in concrete post; lltandard <br /> <br />USC&GS reference mark disk stamped "LEOXAlUl :1935 No. <br /> <br />2" <br /> <br />50:19.288 <br /> <br />26.64 Windsor, 5.0 mi. S. of; 53 ft. v. or intersection or U.s. <br />HighWlly Jl+ and State Highway 257; in concrete post; <br />standard USC&GS Az1mutlJ disk stamped "LEONARD :1935" 4994.910 <br />26.61 Windsor, 5.0 mi. s. or, alOll8 State RighWlly 251; 9:1 n. N. <br />and 43 n. B; or intersect10n or State Highway 251 and <br /> <br />U.S. Highway 34; J.O ft. N. and 2 n. B. or rence corner, <br /> <br />in concrete post; standard tablet stamped "CB 61 1948 <br />lo99:1" 4989.999 <br />Rerereuce IIIlll"k, 97 n. v. or tab:1et; 21 rt. N. or rence <br />corner; in rence Hne; in concrete; fin. ateeJ. red 4993.39 <br /> <br />27.58 liindaor, 4.:1 mi. 6. or along State Highway 251, near y- <br /> <br />junct10n or rd.; 339 n. w. or rence corner; 56 ft. N. <br />or highway; 6 n. .. or fence; 1n concrete; t 1n. steeJ. <br /> <br />.od <br /> <br />4873.5:1 <br /> <br />28.9:1 <br /> <br />liindsor, 2.8 iii. S. or aJ.0IIg State Highway 257; near SE. <br />corner section 33, T. 6 If., R. 67 li.; 4:1 f't. N. and 63 <br />ft. v. or T-junct1oa or highway and rd. v., 4 n. E. or <br /> <br />pover line pole; 2 f't. N. or fence, in concrete poet; <br /> <br />standard tebiet stamped "CB 62 1948" <br /> <br />4766.484 <br /> <br />Reference mark, e6 n. BE. or tablet; in bridge ever EatOll <br /> <br />ditch; in llW. piling; copper nai~ and vuhe:r <br /> <br />4764.36 <br /> <br />29.70 UB., Cac:he La Pau.dre Bridge on State Highway 251; in <br /> <br />pU111S on N. end, E. sidel raU spike <br /> <br />4749.00 <br /> <br />29.99 Vindllor, 1.7 mi. S. or, along State Highvay 257; 40 ft. <br /> <br />E. or rd.; on =tended center Une of rd. to graveJ. <br /> <br />pit; 52 n. s. or p""er line pol.e; :1 n. v.or rence; <br />1n concrete post; k in. steel rod <br /> <br />4149.05 <br /> <br />]0.90 ViodJlor, 0.8 mt. 8. or Great Vestern SUf!;1Ir Factory a:1oog <br />State Highway 257, near BE. corner section :22, T. 6 <br />If., R. 61 V.; 123 ft. If. and 40 ft. E. of T~jWlCt1cn of <br /> <br />highway and rd. E.; 43 n. 8. of paver po:1e; 1 n. V. of <br /> <br />rence; 1n concrete post; standard tab:1et stamped "CB <br /> <br />63 :1948" <br /> <br />4113.331 <br /> <br />Rererence mark, li8 ft. N. of tab:1et; :1 ft. V. of fence; <br /> <br />in concrete; : in. rod 4174.32 <br />3:1.78 USC&G8 standard disk stamped "p 136 1934" (Described <br /> <br />in USC&GS :1evel Une 81 Colorado) (USC&GS eJ.evation) 4793.074 <br />