Laserfiche WebLink
<br />GREtLEY NO. 2 <br /> <br />Miles <br /> <br />Feet <br /> <br />Reteren~e llI&rk, 56T n. 8\1. of tablet; on IN. end of ~on- <br /> <br />crete ab\ltment of bridge over in-ige.tion ditch; chise1ed <br /> <br />square <br /> <br />4891.96 <br /> <br />2.29 A..hton Schoo1, 2.0 mi. N. of; 3.0 1lIi. S. of Farmer..; near <br /> <br />NIl. ..ection 15, '1'. 5 R., R. 66 W.; 60 n. E. of pipe Une <br />sub..tatien; 43 ft. S. of T-jWlct10n of E-;;. rd. and rd. N.; <br /> <br />5 ft. S. of fence corner. 1 ft. W. of fen<::e; in concrete <br /> <br />post;stee1rod <br /> <br />4846.09 <br /> <br />3.31 Greeley, 4.0....1. Ii. or Court Bouse slang U.S. H1g!lvay 3'-; <br /> <br />2.0 1Ili. 8. of Farmers; neILI' SE. Corner section 4, T. 5 <br />l'f., R. 66 W.; 36 ft. N. and 30 f't. W. cri' <::rossroads; 6 <br /> <br />ft. E. of paver p01e; 2 ft. N. and 2 ft. ;;. of fence cer- <br /> <br />11er; in concrete pest; IItandard teb1et stll.lllped "SC 8 <br /> <br />1948 4825" <br /> <br />4824.361 <br /> <br />Reterence mark, 181. n. ft. of tAb1"t; 217 -tt. N. and <br /> <br />25 ft. E. of crolJ.sroe.ds; in ooncrete post; ateel <br /> <br />'0' <br /> <br />4833.28 <br /> <br />4.43 <br /> <br />F8l1lIers, 0.3 1IIi. E., thenoe 11l1i. S. of, &long co.mty rd.; <br />lieill' SW. corner Ilection 34, T. 6 N., R. 66 W.; SO ft. <br /> <br />Ii. and 20 ft. E. of crossroads; 22 ft. N. of fence comer; <br /> <br />1 ft. W. of fence; in concrete post; eteel rod <br /> <br />4706.48 <br /> <br />5.54 Falmera Spur, 0.3 lll1. E. of along C&s R.H.; SO ft. S. and <br /> <br />53 ft. W. of R.R. croasing; 4 ft. S. and 4 ft. W. of <br /> <br />tdepb.one pole; 1. ft. II. of fence; in con<::retepoat. <br /> <br />atandard tab1et IItlllllPed "sc 9 1948 4694- <br /> <br />4693.723 <br /> <br />Re!'e=nce .......1::. .135 ft. E. or tablet; 126 ft. S. a.nd 25 ft. <br /> <br />E. of R.R. cressing; 1!'t. W. of fenee; ill concrete po..t; <br /> <br />eteel rod <br /> <br />4693.25 <br /> <br />6.35 <br /> <br />Greeley, 4.81l1i. ID/. of, &long C&S R.R.; 1.2 mi. BE. <br /> <br />Qf Farmers; NW. Corner of bridge over Caohe 18 Poudre <br /> <br />:It1ver; on NW. abUtment; 4 ft. R. of R. rail; top ver- <br /> <br />tical concrete tie POllt which ill bo1ted to concrete elab. <br /> <br />cb.illeledsquare <br /> <br />4684.46 <br /> <br />7.04 <br /> <br />USC&GS standard diSk stamped "T 136 1934" (Described <br />in USC&GS Level Line 81 C010rade) (USca.GS Elevation) 4676.281 <br /> <br />LIME 19 <br />CHECK LEVEL LIIlE FRCI! BoI "CB 11 1948" EAST To lIE "4166.3" (By S.E. <br />Cleaver, 1948; Ccmql Book MY 2ooa) <br /> <br />0.00 Standard USGS tsb1et, stlllllped "CB 711948" (Described <br /> <br />1.18 <br /> <br />in Line 16) <br />lIE "4166.3" iron rOd (Described in Line 16) <br /> <br />4862.675 <br />4166.316 <br /> <br />UNE 20 <br /> <br />FRCM UE "4166.3" SOOl'H INTO CREELEY NO. 3 (360) QUADRAmLE CONTINUING <br />EASl' AND SOO'TIlEAS'I' TO USC&GS BoI "A 261 1939" (By S.1:. C1eaver, 1949; <br />Ccmp Book MY 2OOa) <br /> <br />0,00 <br /> <br />VB "4766.3" iron rOd (Described in Line 16) <br /> <br />4766.316 <br /> <br />0.68 DE., St. Vrain Creek, 400 ft. E. ef; 10 ft. S. and <br /> <br />42 ft. E. Of I-jUnction of rds. S., E. and HW.. In W. <br /> <br />root of cottonvooq tree; copper nail a.nd \i'asher <br /> <br />4752.56 <br /> <br />LIIlE21 <br />FRQ.! USC&GS BoI "R 136 1934" NORm INl'O EATON NO.3 (418) QUADRANGLE TO DE <br />"4858.1" (By R. M. Batson, 1959. Cemp Book KV 674a) <br /> <br />COtoRAoo 389 <br /> <br />N 4015 - W 10445/15 <br />Page 7 <br /> <br />Miles <br /> <br />Feet <br /> <br />0.00 USC&GS standard d1sk IItlllllped "R 136 1934" (Described <br /> <br />0.35 <br /> <br />in USC&GS Level Line 81 Colorado) (USC&GS Elevation) 4743.635 <br />V.E., 0.4 011. N. along graded rd. from EM "R 136 1934"; <br /> <br />in rd. crollsing, rail spike 4731.00 <br />0.90 U.E., 0.9 1Ili. N. Uong graded rd. from EM "R 136 1934" <br /> <br />on l'lW. wingvall of' steel and <::oncrete bridge; <br /> <br />chheled square <br /> <br />4717.15 <br /> <br />1.35 U.E., 1.4 mi. N. $long grad.ed rd. frOlll 1M "R 136 1934". <br /> <br />in crossing of State Highway 392 and graded rd.; cop- <br /> <br />per nail and vasber <br /> <br />4194.12 <br /> <br />2.61 <br /> <br />U.E., 2.6 mi. N. and E. along graded and paved rds. from <br />m! "R 136 1934", in orossing Of State lligll'lI11Y 392 and <br /> <br />graded rd.; oopper nail and wallher <br /> <br />4764.38 <br /> <br />3.62 Lucerne, 4.0 n. 10. Of, &long State Highway 392; 45 f't. <br /> <br />S. and 25 :!"t. E. of erosslng Of bighYay and gr..d~d rd.; <br /> <br />about 35ft. N. of corregsted ..etal shed; in concrete <br /> <br />drain sever; stlJ.lldArd tablet Stlllllped "21 RMll1959" 4149.319 <br /> <br />Reference mark, 190 :!"t. lIE. of tablet; 25 ft. E. of graded <br /> <br />rd.; in power pOle. raU spike <br /> <br />4149.44 <br />4166.8 <br /> <br />4.19 Rd. at bend <br /> <br />4.65 U.E., 1.0 mi. N. along graded rd. firm 1M "21lKB 1959"; <br /> <br />5 ft. S. a.nd 25 ft. E. ef crOllsroe.ds; in SE. corner of <br /> <br />concrete culvert; chhe1ed "quare <br /> <br />4813.20 <br /> <br />5.19 Rd. at tence line E. 4ES9.8 <br />5.68 U.E., 2.1 mi. II. of EM "2111<8 1959" along graded rd.; <br /> <br />25 ft. S., 30 ft. E. and 0.1 ft. higher than c:t"o..s~ <br /> <br />roads; in power pole; raU spilte <br /> <br />4857.~ <br />4815.6 <br /> <br />6.18 I-jWlCtion of rd. <br /> <br />UNE 22 <br /> <br />PRCM USC&GS EM "N 136 1934" NORI'E IIlTO tA.'l'ON NO.3 (418) QUADRANGLE TO <br />lIE" "(By R. M. Batson, 1959; C<Dp Book MY 614a) <br />0.00 USC&GS fltand.ard d1f1k stlllllped "n 136 1934" (Dea<::ribed in <br />USC&GS Level LIne 81 Colorado) (USC&GS Elevetion) 4791.070 <br />1.12 U.E., 1.1011. N. along State Highway 257 from BM "n 136 <br /> <br />1934"; in T-junotion of highwa~ and rd. E.; copper <br /> <br />nail. and _sher <br /> <br />4802.00 <br /> <br />1.18 Bridge (7.8:!"t. higher than water surface) 4824.4 <br />2.14 U.E., 2.11lli. N. of &I "n 1361934" along State B1gh- <br />way 2~1; 40 ft. N., 30 ft. 'W. and 0.5 ft. love:t" than <br /> <br />cron1ng ef highway and graded rd.; on N. end of concrete <br /> <br />headvall of culvert; chiseled squ&re <br /> <br />4840.96 <br /> <br />GPoes\.m <br />