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<br />GREELEY NO. 2
<br />
<br />Miles
<br />
<br />Feet
<br />
<br />LINE 11
<br />FRCM UE "4907.1" FAST TO USGS BM "4830 1lENVl:R" (By C.U. Benedict, 1948;
<br />Canp Book MY' l&:l...)
<br />
<br />0,00
<br />
<br />USGS steel rod (Des<::ribed in Line 9)
<br />
<br />4907.167
<br />
<br />0.93 Jchnatavn, 2.0 mL N. and 3.0 mL E. of; near l'lE. corner
<br />section 35, T. 5 Ii., R. 67 W.; llee.:r entrUlce to Gus
<br />Vetter farm; 26 ft. W. of cattle guard; 23 ft. S. of
<br />
<br />rd.; 1 ft. S. and 1 ft. W. of ft!nce corner; in concrete
<br />
<br />post; standard tablet stsmped "ca 64 1948"
<br />
<br />4933.022
<br />
<br />Reference III!lrk, 127 ft. E. of tablet; 1 ft. N. ef fence;
<br />
<br />in concrete; ~ in. ateel rod
<br />
<br />4933.57
<br />
<br />2.02
<br />
<br />J<:>hnstown, 2.0 mi. N. and 4.0 mL E. or; nl>8.r SW. earner
<br />section 30, T. 5 N., R. 66 '01.; 3<! ft. E. of T-j\Ulction
<br />on If-S. rd. and rd. W.; 31 ft. S. of pOII"<::r line braoe
<br />
<br />pOle; 1 :ft. W. of fence; in conc>:,ete; t ~n. ste'H rod
<br />4915.07
<br />
<br />2.97
<br />
<br />JOhnstown, 3.0 mL N. and 4.0 mL E.of; T.:! mL W. of
<br />
<br />Evans; near ml. corner section 30, T. 5 N., R. 66 W.;
<br />
<br />72 rt. S. and 20 n. E. of crossroads; 2 ft. 1:. of
<br />
<br />me.1J.bCllC; inconcretepos\O;standardtabletst8ll1ped
<br />
<br />"C'Il65 19485036" 5935.720
<br />Ref'ercnoe marlr., 88 ft. N. of tsble-t; in concrete; tin.
<br />
<br />steel rod 5033.86
<br />
<br />4.99
<br />
<br />Evens, 5.2 mi. \I. Of; Ilear liE. Cllrl:1er section 29, T.
<br />If., R. 66 '01.; at entrance to Johh Hamyak farm; 37 ft.
<br />W. or'f'ence corner; 25 ft. S. aJUl25 ft. W. or cross-
<br />
<br />roa.da; 2 ft. If. or fence; in COll<::rete post; stanriard
<br />
<br />tablet stamped ~Cll 66 1948 4864"
<br />
<br />4863.4ll-4
<br />
<br />Reference mark, 120 ft. E. of tablet; 2 ft. N. of fence;
<br />
<br />in concrete; t in. iron rod
<br />
<br />4&53.83
<br />
<br />5.49
<br />
<br />USGS stanriard tablet stamped "4830 DENVER" (Desc>:'ibed in
<br />
<br />Line 4)
<br />
<br />4&28.468
<br />
<br />LINEJ.2
<br />
<br />FROM USGS Dt "4830 DE1lVER" EAsT IIlTO G!lEELE'r NO. 1 (388) Ql.JAIlRAroLE TO
<br />USC&Ds s.! "5 261 1939" (By c. U. Benedict, 1948; Cctnp Book MV l&:la)
<br />5.49 Standard USGS cep, stamped "4830 DtNvER" (Described in
<br />
<br />l1ne4)
<br />
<br />4828.468
<br />
<br />Referenoe mark, 116 ft. SE. Qf tabl.et; on conorete water
<br />
<br />division box; chiseled aqUlU"e
<br />
<br />48]2.09
<br />
<br />7.0~
<br />
<br />Evans, 3.2 m1. \I. or; 42 ft. S. and. 32 ft. \I. of or.JWlC.
<br />
<br />tion of E-\l. rd. and rd. N.; 17 ft. SW. or fence corner;
<br />
<br />5 ft. W. of paver pole; in concre-te;J:- in. steel rod.
<br />4776.09
<br />
<br />LINE 13
<br />FRct-t USGS at "5101 IENVER" SOUTHEAST TO USGS!J( "4903 DENVER" (By C.U.
<br />Benedict, 1948; COIIIP Book loW 1&:>a)
<br />
<br />0,00
<br />
<br />USGS atandard tablet stamped "5101 lIENVER" (Described in
<br />
<br />Line 8)
<br />
<br />5099.555
<br />
<br />Referenoe mark, 112 ft. SW. of tablet; 120 ft. S. of fence
<br />
<br />corner; in concrete poat; 3/8 in. eteel rod.
<br />
<br />5103.94
<br />
<br />0.46
<br />
<br />Johnstown, 5.0 mi. Y., thence 0.5 lJI1. If. of', a1ens
<br />
<br />county rde.; near E. t corner section 4, '1'. 4 If., R. 68
<br />
<br />W.; 45 ft. Y. of' rd.; lO ft. W. Of fence corner; in
<br />
<br />fence line; in cOr.:rete poet; standard reference mark
<br />
<br />tablet stBlllped "B.w1cY NO. .1 1948" (USGS 1959 Primary
<br />m'station) 5129.585
<br />
<br />COtoRAOO 389
<br />
<br />N 4015 w '01 10445/15
<br />Page 5
<br />
<br />, ,
<br />:'.':;~
<br />
<br />"'.,,~
<br />
<br />Miles
<br />
<br />Feet
<br />
<br />0.91
<br />
<br />Jahnstovn, 5.0 mL W. of, along county rd.; 33 ft. H. and
<br />
<br />29 ft. E. of r.Juncti<l1l of N-S. rd. and rd. E.; 7 ft. N.
<br />
<br />of fencl! corner; Ift..>i.oftence; In concrete; 3/8 in.
<br />
<br />steel rod
<br />
<br />5066.21
<br />
<br />1.118
<br />
<br />JohnstOYll, 5.0101. W., thence 0.6 mL S. ef, along county
<br />
<br />rds.; 50 ft. S. of Great Yestl!rn Railroad; 29 ft. E. of
<br />
<br />I'd.; 10 ft. S. of fence corner; 2 ft. E. of fence; on
<br />
<br />concrete vater division box; chiseled Square
<br />
<br />5004.93
<br />
<br />1.98
<br />
<br />Johnstovn, 5.0 1lIi. '01., thence 1.1 mL S. of', along C'ounty
<br />rds.; 36 ft. S. and 34 ft. W.M Crossl'oade; 2 ft. S.
<br />
<br />and 4 ft. E.of paver ltne poll!; in concrete; 3/8 in.
<br />
<br />j~
<br />
<br />3.01
<br />
<br />steel rod 4930.31
<br />uSGS standard t~blet st!llllped "4903, 1lE:N'II!::R" (Described in
<br />
<br />Line 2)
<br />
<br />4902.404
<br />
<br />Ref'erence mark, 121 ft. lIE. of tablet; 104 ft. E. of
<br />
<br />fence corner; 3 ft. S. or fence; on SW. corner of
<br />
<br />concrete dividon bcx; chiseled 9l;luare
<br />
<br />4!f14.30
<br />
<br />LlNE14
<br />
<br />FRCM USGS llM "4903 IlEN"IER" SOO'I'II TO STA'l;E HIGHWAY EM. "NA 352 F" (B;1
<br />C.U. Benedict, 1948; CCllIp Book MY 18oa)
<br />
<br />3.01
<br />
<br />Standard USGS cap, stlll!lped "4903 llElfVER" (Described in line 2)
<br />4902.404
<br />
<br />4.02
<br />
<br />JobnstOllll., 4.0 mL W. along county rd., tbence 2.0 mi. S.
<br />along State Bigbvay 135; at Barts Corner; near SW. cor-
<br />ner section 14, T. 4 N., R. 68 w.; 35 ft. N. and 48 ft.
<br />E. of cross:roads; 8 ft. N. and 4 ft. Y.of pavl!r line pole;
<br />In concrete post; ste.Ildardtailletst&lD.ped"CB681948"
<br />4886.9&:l
<br />
<br />Reference mark, 98 ft. s. o~ teb1et; 31 :ft.. S. of fence.
<br />
<br />corner; 2 ft. W. of pover linl! pole; in concrElte; 3/8
<br />
<br />~n. atElel rod
<br />
<br />4Be2.45
<br />
<br />4.38 Jo}lIlstovn, 4.0 mi. W., thenoe 2.4 011. S. of, along
<br />State Higbway 185; at; bridge across Little Tbcmpson
<br />
<br />5.03
<br />
<br />Rive:r; on E. IIide of Ii. abutment; cbiseled square 4859.60
<br />Ratts Corner, 1.0 mL S. of, along State 111gb_)' 185;
<br />
<br />,7 ft. N. of sate; 53 ft. E. of bigb_y; 50 ft. N.
<br />
<br />of ren~e cornEl:r; in concrete post; State Hlgbvay
<br />
<br />6.03
<br />
<br />right-of-Yay marlr.er ..tamped "352 F"
<br />Barts COJ:'ner, 2.0 m1. S. of, along State liigb\f8)' 185;
<br />lIear S\l. corner section 26, T. 4 N., R. 68 \/.; 37 ft.
<br />
<br />4941.68
<br />
<br />Ii. and 49 rt. E. of 1'~junction of N-S. lligbway and rd.
<br />
<br />]':.; 13 ft. N. of fenCt corner; In fence l1ne; In
<br />
<br />concrete post; standard ta.blet etamp~d "CB 6g 1948"
<br />
<br />5061.a;>8
<br />
<br />Reference mark, 68 ft. S. of tal:>let; 13 ft. S. of fence
<br />
<br />corner; 1 ft. W. of fence; 1n Calcrete; 3/8 in. steel
<br />
<br />,od
<br />
<br />5064.15
<br />
<br />7.05
<br />
<br />Hal'tll corner, 3.1 mL S. of, along State I1igb-.ray 18.5;
<br />near ml. corner SElct10n 2, T. 3 N., R. 68 '01.; 27 ft.
<br />S. and 49 ft. E. of croesroada; 1 ft. N, and J, ft. E.
<br />
<br />of fence corner; in concrete post; State High\lay
<br />
<br />right-of-way lI1a:rl<er atemped "WA 352 F Sta. 1719+612
<br />
<br />Elev. 5163.81"
<br />
<br />5061.565
<br />
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