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GREELEY NO. ~ Mil.. "'''' EvRns, 2.2 mi. W. of sloog county ro.; 27 n. N. IlZId 60 8.13 ft. Y. of OroSSroe.dB; 27 ft. Y. of fence corner; ~ n. a. of fence llIle; 10 concrO<te "lIOs't; stlSlldard ta.blet stamped "ell 67 ~948 4'(82"; painted "4780.2" on brace poat. 4781.431 Reference 1IlIU'k, 165 ft. BE. of ta.blet; 24 ft. N. of fence oorner; 7 ft. \I. of fence; Bet 1n concrete; t 1n. steel rod. 4779.43 9.16 Evans, 1.2 ud. W. of alOIl8 county ro.; 38 ft. W. of fence comer; 31 ft. B. IlDcl 44 ft. Y. of T-Juncti.C>:1 of ros.; 13 ft. \I. of power line bI'llce pole; ~ n. N. of fence line; in concrate poat; t in. steel rod; ps.in.ted "U3 4715.3 BM". 4716.55 10.55 U3C!.GS ai;andard diu e'tBmpli!d "s 261 1939". (DeBerlbed on USC!.GS Level line 49 (CoJ.o.) (U3Care elevatiOIl) 4650.096 "'" " FROM 11M "J1l 32 1948" GENERALLY NORTH ro USC!OS 11M "J~18 1926". (By B. Cleaver, 1949; Com:p. Book M'l200&) 0.00. USGS standard tablet Btamped "J1l 32 .1948 4715". (DeBcribed in Line 3). 4714.146 2.0.1 Gilcrest, 7.5 mi. E., thence 1.0 mi. If. s.lOIl8 caunty roB.; near tlle av. cor. Bee. ~3, T. 4 N., R. 65 V.j 42 ft. Ii. a.nd. 26 ft. E. of croBsroadBj 15 ft. N. of fence corner; 10 ft. N. of REA. pole; 1 ft. V. of fence line; in con- crete post; standard -tablet lJtamped "Be 20 1949"; paiJIted "us 4732.5 BM". 4732.068 Referenoe mark, 102 ft. N. of tablet; 144 f't. H. of fence corner; 25 ft. W. of B-S. rd.; 1 ft. E. of fence line; in concrete post; steel rod. 4732.32 3.01 Kersey, 4.0 mi, 8. and 3.0 ud. \I. of s.lOIlC!; county ros.; near SW. cor. Bec. 12, T. 4 N., R. 65 V,; 48 ft. N. 8.Ild 24 ft. E. of cl'OlIsroads; 18 ft. N. of fence oomer: 1 ft. w. or rence line; in concrete post; steel rod; pa.inted "us 4713.6" 4713.21 iI.01 Kereey, 3.0 ud. S. and 3.0 mi.. W. of eJ.ong co1.1Id<y rds.; near BE. cor. sec. il, T. 4 N., R. 65 \I.; 40 ft. S. and 30 ft. V.,_of Cl'OSBroa.d.B; 15 ft. S. of fence corner; 1 ft. E. of fence line; in ooncrete post; etandard tablet stamped "se 21 1949" pailIted On post "U3 4719.2 BM". 4718.737 Referenoe me.rk, 87 f't. N. of tablet; 30 ft. N, and 30 ft. E. of crossroads; 2 ft. N. of fenoe corner; 1!'t. V. of fence line; iJl concrete poat; steel rod. 4jl9.40 5.02 Kersey, 2.0 mi. S. and 3.0 mi. V. of along county rd.s.; near BE. corner of Bee. 35, T. 5 N., R. 65 \I.; 102 ft. N. and 30 !'t. W, of T-jWlction; 75 ft. N. of guy pole; 1 ft. E. of fenoe line; in concrete post; steel rod; painted "US 4705.1" 4704.64 5.99 Kersey, 1.0 mi. S. end 3.0:rd. W. of along county rds.; near HE. comer of sec. 35, T. 5 N., R. 65 W.; 3B ft. S. end 33 ft. W. of CrOBBroe.dS; 15 ft. 5. of fence comer; ~ ft. E. of fence line; in concrete post; n-1Ulda.r<l. tablet Irt.llmped "ec 22 1949"; JllI.irrt;ed "USl'R 4679.4" On bOlU'd. nailed to post. 4678.974 COLORAOO 3B8 N 4015 - V 10430(15 Pog. 5 Mil.. ..... Ret'erence :ma.tk, 84 !'t. N. of tabl.et: 24 ft. N. and 28 ft. E. of crossroads; 10 ft. S. or REA pole; in concrete post; steel rod. 4680.99 6.45 Kersey, 3.0 m1. W. of a1.cms UniOD Paoi1'ic R&11l"Oll,d; near SV. corner of ID/. t BeO. 25, T. 5 N" R. 65 v.; 66 ft. S. and 30 ft. E. of gra.de crossillC!:j 25 ft. S. of fenoe eorner; 1 ft. V. of fence line; in cOncrete postj steel 7.80 rod; painted On bO&I'd "m 4639.7" USC&GS standard disk stlllllped "J 18 1926 4631.060" (Described on USC:w:3 Leve'l Line 19 (Colo.) (USC&GS elevation) 463Q,735 4639.23 "'" 1.1 moM llM neB 471948" NOR'J;'H INTO EATOlf NO. 4 (417) QUADlWiGLE TO TIE USC&GS IlK "Q 208 1934". (By R. M. BatSOD, 1959; COmp. Book MV 674a) 0.00 USGS standard tablet stsaped "ell 47 1948" (Described in Line 7) lI682.995 1.04 U.E., 1.0 mi. N. alOIl8 graded.rd. from 11M "eB 471948"; 15 ft. s., 65 ft. V. and 1.0 ft. lover than rei. crossM iog; 10 BE. wiogwe.1J. of 1iOOden culvert; copper nail and washer. 4687.94 1.82 U.E., 1.8 mi. N. along graded rd. from CB 47 1948; in SW. wingvall of ~ bridge; 2 ft. higher 'than botM tom of di-toh) 2 ft. 1QVer than br1dgs) t:b.iaaled sql.l.Or<'. 4718.98 2.20 Road croll8ing (pp as CHR llI-lll1I) 4725.7 U.E., 2.6 ud. N. aJ.ong graded rd. from ell 47 1948; TO :ft. N.. 8.Ild 30 ft. E. of Junction of graded t'Ii. and 2.56 fe.rlll driveway; 0.3 ft. higher than rd. opposite; in power pole; rail spike. 4758.75 3.05 Eaton, 5.9 ud. E. of elong paved rd.; 30 ft. 6. and 30 ft. E. of crossillg of paved rd. and graded rd.; in headwall of concrete irrigetion ditch; standard tab- let stamped "1 mm 1959". 4796.159 Referomce lII8rlr., 205 ft. BE. of tablet; IiO ft. E. of rd.; in power pOlej rail Bpike. 4792.39 """2 FROM USC&GS EM "N 208 1934" LOCATED IN EATON NO, 4 (417) QUAlJRANGLE GENERM ALLY SOUTH INTO THIS QUADllANGLE TO "UE 4632.396". (By R, M. Batson, 1959; ColllP. Book MV 674&) 14.30 Lucerne, 10.1 ud, E. of aloog state Highway 392; 40 ft. a. and 25 ft. E, of crossing of high'WII.Y /mil. Bradeil. rd.; in top of E. wall of concrete irrigation ditch; staruiard tablet st8lllped "20 RMB 1959", 4660.318 Reference mark, TO !'t. SW. of tablet; 30 !'t. W. of rd.,; in power pole; rail spike. 4659.83 15.24 U.E., 0.9 mi. S. alO1l8 a graded rd. from 20 RMB 1959; 30 ft. N. end 30 !'t. W. of crossroads; in concrete post; rail spike. 4632.396 GP0S3a.98$'.