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GRmLEY NO. 2 M.iles Feet 17.20 Johnstovn, 1.0 lid. N., thence 3.0 mi. W. of, along eounty rdfl.; Dear SW. corner seetion 36, T. 5 :N., R. 68 II.; in S"'. corner of orchard of Nerman Redabaugb.; 31 ft. N. of rd.; 5 ft. N. and 4 ft. E. of fence corner; in concrete post; t in. steel rod 4947.06 18.09 Jobnstovn, 1.9 lid. N., thence 2.0 mL W. of, eJ.ong county rds.; near HE. corner section 1, T. 4 N., R. 68 "'.; 31 ft. 8. and 28 ft. E. of T-junction of E-W. rd, and rd. 11'.; 6 ft. II. of telephone pole; in concrete post; Iftandard tablet st8lllped "CB 57 1948R 4893.096 Reference mark, 82 ft. NW. of tab1et; 4 ft. N. of fence cornex, in cOllcrete post; t in. steel rod _,32 19.10 Johnstovn, 2.0 lid. If., thence 2.0 mL II. of' eJ.ong ooun-ty rds., 32 ft. H. and. 32 ft. E. of' crossrOftdB; 6 ft. N. of fence corner; 5 ft. Jf. of poyer line pole; 2 ft. E. of fenoe; in concrete poet; *' in. iron rod 4866.55 20.13 Jobnstown, 2.0 JILL JI"., thence 1.0 m1. W. of, a.lODg COWlty rds.; near BE. corner section 30, T. 5 If., R. 61 "'.; 53 ft. Ii. and 34 ft. E. of T-junction of E-II. rd. IllId rd. ".; 12 ft. N. of telephone poJ.e; 2 ft. :no and 2 ft. W. of fence corner; in concrete post; stan<l.ard tablet stamped"CB 58 1948" 4825 .720 Reference mark, 69 ft. E. of tablet; 1 ft. S-. and 5 ft. E. of fence corner; in concrete post; * in. steel - 4824.30 20.68 U.E., on liIi. corner of bridge over Big ThClllpJlOO River; in pilill8; copper naiJ. 8Ildwallher 4781.60 20.85 Johnstown, 2.0 mi. B., thence 0.3 1Ili. W. of, alona county rda.; 28 ft. S, and 33 ft. W. of Great Western RaUroad croeains; 2 ft. S. and 3 ft. W. of fenoe corner; in ooncrete post; t in. steel rod 4n4.88 21.24 Johnstown, 2.0 1Ili. 5. of, along county rd.; 27 ft. S. &nd 87 ft. E. of erossroads; 55 ft. E. of fence corner; 3 !'t, S. and 5 ft. E. ef telephone poJ.e; 2 ft. S. of fence; in cOl1Orete post; t in. steel rod 4771.82 22.2] Johnstown, 2.0 mi. :n., thence 1.0 mi. E. of, along county rds,; near 8&. eorner seetioo 28, T. 5 11'., R. 67 II.; 30 (t, W. of fence corner; 26 f't. :no and 21 ft. II. of T- junction of E-V. rd. and rd. S., 1 ft. S. of fence; in coocrete post; standard tablet staJllped "CB 59 1948" 4856.517 Reference mark, 68 f't. lllL of tablet; in root of 18 in. cottoovood tree; copper nail and washer 4854.17 22.38 U.E.) at brid8e acrolls small drein, in foot hlock on 8&. corner; copper nail and washer 48J2.54 23.2] Jobnlltcnm, 2.0 mi. E. and 2.0 mL Jf. of, along Sb:te Bigh- way 257; 29 ft. S. l!llld 39 n. E. of crellBroads; l!'t. S. and 1 ft. W. of fence corner; in concrete post; * in. steel rod 4907.167 LI:NE10 FR()l US "4907.1" :norm:r TO USC&GS l'K "p 136 1934" (By C.U. Benedict, 1948;co:mp Book M'l l80a) 23.27 UE. "4901.1" steel rod (Dellcribed in line 9) 4907.167 COLORAOO389 N 4015 - w 10445/15 Page l< M.l1ell Feet 24.31 WindBor, 7.3 mi. S. of, a1eng State Highvay 257; 2.0 mi. E. and 3.0 lid. N. of Johnst01lIl; near NV. corner eection 26, T. 5 N., R. 67 Y.; 34 ft. S. and 41 ft. E. of CrOBS- roads; 3 ft. S. IllId 1 ft. E. of fence corner; in concrete post; standard tablet stalllped "CB 60 1948 5029" 5028.14Ei Reference mark, 85 ft. W. of tahlet; 2 ft. S. and 2 ft. Y. of fence corner, in concrete post; t in. rod 5027.31 25.34 Windsor, 6.3 m1. S. of, along State Highway 257; near NW. corner section 23, T. 5 N., R. 67 V.; 1<1 ft. E. of highvay; 2 ft. S. of post; set in concrete; * in. eteel ,od 4977.53 26.34 Windsor, 5.3 mi. S. Of, l\J.on@: State Bighvay 257; near NV. corner section 14, T. 5 N., R. 67 V.; 92 ft. E. of fence corner; 2B ft. S. of E-V. rd.; in concrete po..t; atandard USC&llS reference mark disk Iltamped "LEONARD 1935 No. 2" 501.9.288 26,64 Vindsor, 5.0 1Il1. S. of; 53 ft. V. ef intersection of U.S. H1gbvay 34 and state Bighvay 257; in concrete post; standard USC&GS Azimuth disk stlllllPed "LEONARD 1935" 4994.970 26.67 Windsor, 5,0 mi. S. of, along State Ilighvay 257; 91 ft. N. and 43 tt, E; of interllection of State Higbvay 257 and U.S. Ilighvay 34, 10 ft. B. and 2 ft. E. of fence corner; in C:OI1Orete post; standard tablet etlUllped "CB 61 1948 4991" 498<).999 Refexence mark, 97 ft. W. of tahlet; 21 n. N. of fence corner; in fence Hne; in concrete; t In. eteel rod 4993.39 27.58 VindBor, 4,ll!li. S. of along State HighVII.y 257, near Y- Junction of rd.; 339 ft. 10/. of fence corner, 56 ft. N. of highway; 6 ft, B. of fence; in concrete; t in. steel ,od 4873.51 28.91 liindsor} 2.8 1Il1. S. of along State Bigb\I8Y 257, near BE. corner section 33, T. 6 N., R. 67 V.; 41 ft. :no and 63 ft. V, of T-junction of highway and rd. \I.; 4 ft. E. of power line pole, 2 ft. Ii, of fence; in cencrete poet, standard tabiet Iltgped "CB 62 1948" 4766.484 Reference mark, 86 ft. BE. ef tablet; in brid8e over Eaton ditch; in !fW'. piling; copper nail and 'IllUlher 4764.36 29.70 UE., Caohe La PGI.ldre Bridge on state Righvay 257; in piling on N. end, E. 8ide; rail spike 4749.00 29.99 Windsor, 1.7 mi. S. of, along State Ilighvay 257; 40 ft. E. of rd.; on extended oenter line of rd, te gravel pit; 52 ft. S. of paver line pole; 1ft, V.of fenoe; in cCDct"ete post; * in. steel rod 4749.05 30.90 Wlndaor, 0.8 mi. S. of Great Yeetern Sugar Factery along State Bighvay 257; near SE. corner section 22, T. 6 N., R. 67 V., 123 f't. Ii. and 40 ft. E. of T-J\IJlction of high_y and rd. E.; 43 ft. S. of poyer pole; 1 ft. V. of fence; in concrete post; Iltandsrd tablet stamped "CB 631948" 4773.331 Referenoe mark, li8 ft. N. of tablet; 1 ~. W. of fence; in concrete; : in. rod 4774.32 31.78 USC&llS stsndard dillk stl!.lllped "p 136 1934" (Deecribed in USC&GS level line 81 Celora<io) (USC&GS elevation) 4793.074