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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 />