HomeMy WebLinkAbout876590 State of Cor er Recorv
(tn compllonce with the CO_/9..NE~ PERJ~ETUATION AND FILINC. ACT, Wyoming Statutes, 19770 Section 56-11-1D1, et. seq., and the Ru~es ond
Regulotions of the Boord of Registration for Professionol Engineers ond Lord Surveyors.)
Reverse side of [his form moy be used if more spoce is needed,
Record of origino] survey ond citotion of source of historic [nforrno[ion (ff corner is lost or obiiteroted). Description of
corner monumentotion evidence found ond/or monument ond occessories estoblished [0 perpetuate the location of this
corner. Sketch of relotive Iocotion of monument, occessories, ond reference points with course ond dis[once to odjocent
comer(s) (if determined in this survey), Me[hod ond rotionole for reestoblishment of lost or obliteroted corner,
S89'10'32"E
2608.86' (Meas.) '~
T19N sRI113W
...? 1944
~- 6th PM
-.~
..... ~ '~2;: r~ ~ ~:[ F~ND ~E MONUMENT FOR ~IS 1/4
0 ~,M u~ C~NER OF MINIMUM C~OL ~ICH IS A
S~ c:;) U.S.A. ~RNMENT ~R~Y BRASS CAP ~
~:.~,: ~ IR~ PIPE PRO~UDING ABO~ ~E
..... ~ ~ND 1'. ~ERE IS A MOUND ~
ST~ES 2' IN DIAME~ BY 0.5' TA~ 4'
T19N RllSW SOU~ OF ~E MONUMENT. ~ERE IS ~SO
~/~ A ~T STONE 0.5' S~ ~ ~E BRA~
S11 ~ S12
~98~ C~ M~UMENT. ~IS IS ~E MONUMENT
mh PM F~ ~E 1/4 CORNER AND IS MARK~ AS
SHO~.
S2~1
mE U~UM[U~ Sll ~ S12
:~ IS M~KED:
c~ 1944
T19N R115W
S24~1
S11~ S12
194¢ SCALE 1'=1000'
6th PM SEARINGS ARE
ASSUMED BUT
THE ¥(3N~ENT IS F(31~ D~AWN BY:.
COUNTY: LINCOI_N
Date of Field Work'. 08/12/00 Office Reference:
CROSS INDEX DXAOP~M Firm/Agency, Address This corner record wos prepared
by me or under my direction
4, 5 s, 7 e ...... 9 10 11 12 13 14 15 16 17 lB, 19 20, 21 22, 23 24, ~^ Ulnt::h Englneel~lmg :nd and supervision.