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<br />GREELEY 1'10. 2 <br /> <br />Miles <br /> <br />,,~ <br /> <br />LINE 1.5 <br />FRCJIl STATE HIGIDIAI EM "PWA 352 F" EAST TO JI.l. "4928 DENVER" (By C. U. <br />Benedict, ~948; Cemp Book loW ~80a) <br /> <br />1.05 <br /> <br />State Higl):lffiY Marker, stllIllPed "PWA 352 F" (Described in <br /> <br />line 14) <br /> <br />5061.565 <br /> <br />7.64 <br /> <br />Harls Corner, 3.~ mi. S. ~, along State High_y ~85, <br /> <br />thence 0.4 mL E. along county rd.; on $, aide of' <br /> <br />6.29 <br /> <br />High"1and ditch division box; chiseled square <br />Ilarts Corner, 3.1 m1. S. of, along State H1ghvay 185, <br /> <br />5Ol!.6.09 <br /> <br />thence 1.1 mL :E. along cowrty rd.; 5.0 mi. S. and <br /> <br />3.0 mL Y. of Johnstown; near NIl. corner section 1., <br /> <br />T. 3 N., R.'68 11".; 27:ft. S. of rd.; on extended <br /> <br />centerline ~ rd. to fa= hQl,\Se; 1 ft. N. of fence; <br /> <br />in concrete post; standard tab~et st&.lllped "CB 10 <br /> <br />194B" <br /> <br />4964.118 <br /> <br />Reference Ill8rk, ill :ft. E. of tablet; 3 ft. S. and 1 ft. <br /> <br />W. of power line pole; l:ft. N. of fence; in concrete; <br /> <br />3/8 in. steel rod <br /> <br />4961.02 <br /> <br />8.65 <br /> <br />Johnstown, 5.0 mi, S., thenc.. 2.5 mi. W, of, along CCWlty <br /> <br />rd..; 29:ft. S. of rd.; 26 ft. Y. of Great Western <br /> <br />Railroad; on NE. corn..r of concr..te syphon box; chi..eled <br /> <br />squs.re <br /> <br />4963.91 <br /> <br />9.22 <br /> <br />USGS Eltandard tablet atlUllped "4928 IlEl'lVER" (Deacribed in <br /> <br />Line "1) <br /> <br />4921.449 <br /> <br />LINE 16 <br /> <br />FRc:.M USGS 8M "4928 DENVER" GENERALLY EAS'l' TO U.E. "4166.3" (By C.U. <br />Bened:1ct, 1948; CCIIlP Book MV 18:la) <br /> <br />9.22 <br /> <br />USGS standard tablet stamped "4928 DENVER" (ne..cribed in <br /> <br />Line ~) <br /> <br />4927.449 <br /> <br />10.18 <br /> <br />JobnatOVll, 5.0 mi. S., thence 1.0 mi. W. of, along CCWlty <br />rds.; 45 :ft. W. of paver line pole; 43 ft. il. of fence <br /> <br />corner; 30 ft. N. and 73 ft. W. of croasroads; 1 :ft. S. <br /> <br />Of fence; in concrete; 3/8 :!.n. steel roo. <br /> <br />49'21.195 <br /> <br />11.19 <br /> <br />Johnstown, 5.0 mi. S. of, along county rd.; near BE. cOr- <br /> <br />ner section 32, '1'. 4 N.} R. 67 W.; 31 ft. N. and 38!'t. <br /> <br />W. of crosaroads; 1 ft. S. and 6 !'t. W. of fence corner <br /> <br />in concrete pOl:!t; atandard tablet stsmped "CB 71 1948" <br />4862.675 <br /> <br />Referetlce I118.I'k, 114 ft. W. Of tablet; 1 ft. S. of fence; <br /> <br />in concrete; 3/1', '10.. !>teel rod <br /> <br />4B63.TB <br /> <br />12.37 <br /> <br />JobnstOlffi, 5.0 mi. S., thence 1.2 mi. E. of, along county <br /> <br />rds.; at Union Pacific Railroad croasing; 155 ft. W. of <br /> <br />tra.cl; 52 ft. S.of rd.; 25 n. S. and 1 ft, E. of fence <br /> <br />corner; in concrete; 3/8 in. steelrcd <br /> <br />4766.316 <br /> <br />LINE 17 <br />J'R(:M UE "4766.3" NORI'H TO UE "4907.1" (By C.U. Benedict, 1948; CCIllIp <br />Book MY 10Ba) <br /> <br />12.37 <br />13.53 <br /> <br />UE "4766.3", ateel rod (Described in Line 16) <br /> <br />4166.316 <br /> <br />JobnstOlffi, 4.0 mL S., thence LO mL E. of, along county <br />rda.) near NIl. corner section 34, T. 4 N., R. 67 W.; at <br /> <br />entrance to J. WeisS ranch yard; 4Q ft. S. of ranch rd.; <br /> <br />2.9 ft. 'E. of rd.; 25 ft. 8.. of S. gate ~at; 1 ft. W. of <br /> <br />fence; in concrete post; stflnde.rd tablet stamped "CB T2 <br /> <br />19484921" <br /> <br />4920.313 <br /> <br />COWRADO 389 <br /> <br /> 16.52 <br />, <br />~ <br />l- <br />, <br />~ 17.54 <br />" <br /> <br /> <br />iI- <br />..... <;p(> <br /> <br />}2o.60 <br /> <br />N 4015 - W 10445/15 <br />Page 6 <br /> <br />Miles <br /> <br />Feet <br /> <br />Reference mark, 153 n. NY. of tablet; 1 ft. E. of fence; <br /> <br />32 ft. N. of fence corner; in concrete; 3/8 in. steel <br /> <br />",d <br /> <br />4925.02 <br /> <br />14.56 <br /> <br />Johneto;rn, 3.0 IllL S., thence 1.0 mi. E. of, along county <br /> <br />rde.) near SW. corner section-22, T. 4 N., R. 67 Y.; 33 <br /> <br />ft. N. and 36 ft. E. of crossroads; 6 ft. E. and 2 ft. <br /> <br />11. ot fence corner; on BE. corner of concrete division <br /> <br />box; chiseled square <br /> <br />4885.44 <br /> <br />15.52 <br /> <br />Johnsto'liTl, 3.0 mL S., thence 2.0 llLi. E. of, slong county <br /> <br />rda.; near NE. corner section 27, T. 4 N., R. 67 \/.; at <br /> <br />riBht angle bend in rd.; 210 ft. W. of fence corner; <br /> <br />132 ft. W. of eJct;ended center line of N-S. rd.; 34 ft. <br /> <br />S. of E-W. rd.; 1 rt. N. of fence; in concrete post; <br /> <br />atll.l>.dard tablet stsmped "CB 73 1948" <br /> <br />4923.665 <br /> <br />Reference mark, 120 ft. NW. of tablet; in fence line; on <br /> <br />N. side of rd.; in concrete; 3/8 in. steelroCl <br /> <br />4921.96 <br /> <br />Johnstovn, 2.0 mi. E. along State iIighwy 257, thence 2.0 <br /> <br />m1. S. of, a.J.ong county rd.; 22 ft. S. and 22 ft. E. or <br /> <br />crosaroads; 4 :ft. N. and 9 ft. E. of telephone pole; <br /> <br />SW. corner of diviaion box; chiaeled "quare <br /> <br />4855.90 <br /> <br />Johnstovn, 2.0 mi.. E. !llong State Iligh_y 251, thence 1.0 <br /> <br />mi. S. Of, 81008 cOWlty rd.) near BE. corner section 10, <br /> <br />T. 4 N., R. 61 II.; 36 ft. 11". and 32 ft. il. of crosaroads; <br /> <br />8 ft. N. of fence corner; in fence line; in concrete <br /> <br />post; standard tahlet; stamped "CB 74 1948" <br /> <br />4795.493 <br /> <br />Refere""e mark, 82 ft. S. of tablet; in fence l:!.ne; in <br /> <br />concrete;3/8in."teelrod <br /> <br />4793.54 <br /> <br />Jahnstovn, 2.0 mi. E. of, along State High_y 251; near NE. <br />Corner sectiOlllO, T. 4 N., R. 67 W.; 37 ft. M. and 38 <br /> <br />rt. W. of intersection or Great Western Railroad and <br /> <br />high_y; 1 ft. N. and 2:ft. E. of rence corner; in <br /> <br />concrete post; ntandard tablet stSlllped "CB 15 1948" 4145.046 <br /> <br />19.41 <br /> <br />Flererence mark, 115 ft. BE. of tablet; 10. fence 1:1ne; 25 <br />ft. E. or fence corner; in concrete; 3/8 in. nteel rod <br />4143.72- <br />Johnstovn, 2.0 mi. E. SlId 1.0 mL N. or, aJ.ong State Higbvay <br />257; near rlW. corner section 2, T. 4 N., R. 61 W.; <br />at S. end of curve :!.n high_y; 49 ft. E. of highvay; <br />16 ft. S. of S. gate post; I :ft. W. of rence; in <br /> <br />concrete post; ntand.ar<1 tablet atamped "Ql"16 ~948" <br /> <br />4140.B9:J <br /> <br />Rererence lIlark, 116 ft. NW. of tablet; 10 :ft. E. of N. <br /> <br />gate poat; on concrete pipe culvert, N. ..nd; cbiseled <br /> <br />square <br /> <br />4743.23 <br />4907.167 <br /> <br />USGS steel rod (neacribed. in Line 9) <br /> <br />LIRE 18 <br />FRC)! USGS :EM "4830 JlENVER" NORl'H THEN EASr IIl'I'O GREELEY NO.1 (388) <br />QUAJ::RANGLE TO USC&GS BM "T 136 1934" (By s. E. Cleaver, 1948; CoInp <br />Booll: MY 2ooa) <br />0.00 USGS stande.rd tabelt stamped "DENVER 4830" (Descrlbed <br /> <br />in Line 4) <br /> <br />4828.468 <br /> <br />1.13 <br /> <br />Ashton School, 1.0 mi. N. of, along county rd.; near <br />S t corner section 16, T. 5 N., R. 66 W.; 60 ft. W. of <br /> <br />telephone pOle No. 210; 30 ft. N. and. 39 ft. E. of HE. <br /> <br />part of YMjunction of E-W. rd.. and rd. Sil.; 1 n. S. of <br /> <br />fence in cOncrete post; atandard tablet stamped "sc <br /> <br />7 1948' 4907" <br /> <br />4906.200 <br />