<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 />
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