<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
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