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J-23
T23N, R116W
State oC WyomiDg Corner Record
(lncompll8nœ wHhthøCORNERPERPETUATIONANDFILlNGACT, ~Ststut8.\ 1977, SøcfIon36-"-'0', st. 8fK ., sndthfJRu1Ð8
and Regu/stIon8 of thø BosnJ of Rsg/8/nItIon for PmfBs8Ionsl EnginfJBfs and Proføs8IonsI Lsnd SuNøyom)
Reverse side of this form may be used if more space is needed,
Record of original survey and citation of source of historical information (if comer is lost or oblitenlled). Description of comer trI01If6TI8I7la evidence
found and/or monument and accessories established to perpetuate the location of this comer, Sketch of relative location of monumert, accessories,
and reference points with course and distance to adjacent comer(s) (if determined in this survey), Method and rationale for re-estabIishmen of lost or
obliterated comer.
RECORD: ONE-QUARTER CORNER BETWEEN SECTIONS 12 & 13, T23N, R116W.
1902 G.L.O. RESURVEY BY STAHLE & VAN ORSDEL; 1907 G.L.O. SURVEY OF SEGREGATED LOTS BY E.F.
STAHLE; 1912 G.L.O. SURVEY - ELIMINATION OF PRIVATE LAND CLAIMS AND PATENTED LAND H.E. 01418;
1994 B.L.M. DEPENDENT RESURVEY BY T.E. CASINGER; 1979 LAND CORNER RECORD FILED BY P.SCHERBEL.
PLS 164; 1981 LAND CORNER RECORD FILED BY G.D. CRANK, PELS 574; 1987 LAND CORNER RECORD
FILED BY P. SCHERBEL. PLS 164.
FOUND: A 2" PIPE WITH ATTACHED 3-1/2" BRASS CAP INSCRIBED "1994 BUREAU OF RECLAMATION" AND
APPROPRIATE DETAILS; STEEL POST 18" EL Y. AND A STONE MOUND ENCASED IN A CAR TIRE TO
THE WEST.
SET: 1/2" X 5' STEEL CONDUIT ALONG NORTH EDGE OF CORNER.
SECTION 13. T23N R116W
S89'45'34"W 589'45'34"W
1304.40' 1304.40'
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._ ~ 11'3 ~ ~
9' U!. . iq . I .
m ~ œ ~ Ot~
~ i~I!~~~,!~~)2§~~~~~~:~œ~.o~
1310.29' V 1310.29'
Z ,Z Z
_ 0 _,0 _ 0
~ ~ ~IS ~ q
~ ~ ~:o ~ ~
~ ~ ~'~ o:~
~ ~ .:"1 otoc.¡,
==S~~'1~~~'17*0"E == _u
1316.20' Y 1316.20'
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9' U!. !'> I q !D~
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1321.99' Y 1321.99'
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t.!.~ --:.:~ ~c.¡,
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N89'55'57"E N89'55'5ÎE
1327.80' 1327.80'
OFFICE REFERENCE: 03-82
This comer record was prepared by me or
under my direction and supervision. 00
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. CORNER FILED THIS FORM
o CONTROLLING CORNER
DA TE OF FIELD WORK: OCTOBER 2003
CROSS INDEX DIAGRAM
A 1 2 .3 4 5 6 7 8 9 10 11 12 1.3 14 15 16 17 18 19 20 21 22 2.3 24 25 A
I : I I I I I I I I I I I I I I I I
B -l--t--~- -i--t--r- --t--~-1-- --~-~--t-- -1r-i--~- -1--t-~- B
C -":--6-~-- --l--5-~-- --l--4-~-- --l--3-~-- --l--2--I-- --t--1--l-- c
I I I I, I I I I I I I I I I I I I
D -~--{--~- -~--t-~- --~--~-~-- --~-~--i-- -~-i--~- -~--}-~- D
E I I I I I I I I! ! I I I I I I! I E
I : I I I: ::: : J: I: I I: I
F -~--~--~- -4--~-~- --.--~-~-- --~_~--+-- -~-~--~- -4--~-~- F
I I I I I I I I I I I I I I I I. I
G -+--7-~-- --~-8-~-- -+--9--~- --+-1 0-:-- --~-11-~- -~-12-:-- G
I I I I I I I I I I I I I I I I I I
H -1--f--~- -,--r--r- --t--t-1-- --~-~--t-- -1--i--t- -,--r-4-- H
J I I I I I I I I I I I I I I I I 1. I J
: :: : I: ::: I:: :: I I ¡ :
K -;--~--r- -~--~--r- --~--~-~-- --r-~--~-- -~-~--r- -~--~-~- K
I I I I I J I' I I I I I I I I I I
L -,-18+ +17+ -+-16+ -+-15+ +14-1-- +13+- L
I I I I I I I I I I I I I I I I 1 I
M -~--f-_L- -i--t-~- --t--r-i-- --~-1--t-- -~-,--t- -i--t-~- M
N : I: I I I I I I I I I I I I I I I N
I I I I I I I I I I I I I I I I I I
o -~--~--~- -i--~-~- --}--~-~-- --~-~--}-- -~-4--t- -i--~-~- 0
p -L/9-L -L20-L _-L21-L -J-22L -L23L -L24-L p
: I: ::: ::: ::: ::: :::
Q -~--i--~- -~--r-~- --~--r-~-- --~-,--+-- -~-ì--~- -~--r-~- 0
R : I: : I: : I: : I: : I: : I: R
I : I I: I I: I I: I I: I I: I
s -1--¡--~- -i--~-_r- --t--~-1-- --~-~--t-- -1r-~--t- -,--~-_r-
T -L30L -1-29-L- -1-28L -1-27L -1-26-L- -1-25-L-
I I I I I I I I I I I I I I I I
u -~--i--~- -~--r--:-- --~--r-~-- --~-~--~-- -+--,--~- -~--t--:--
v I ! I I I I I I I I I I I I ~ I I !
I : I I: I I: I I: 1 I: i i: I
w -~--~--~- -~--~-~- --~--~-~-- --~-~--.-- -~-~--~- -~--~-~-
I I I I I I I I I I I I I I I I I I
x --~-31-+-- -~-32-~- -+-33-~- -~-34-~- -+-35-~- -+-36+-
I I I I I I I I I I I I I I I I I I
Y -1--,--r- -,--t-4-- --t--r-1-- --~-1--t-- -4--,--~- -,--t--r-
z I I I I I I I I I I 1 I I I I I I I
12.3 4 5 6 789
S
T
U
V
W
x
y
Z
10 11 12 1.3 14 15 16 17 18 19 20 21 22 2.3 24 25
S89'02'OÎE
2679.21'
S89'4710"E
2648.72' - -
S89"50'38"E
2618.11'
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URVEYlNG t~ f'11
906 Main Street ~;:»
Evanston, Wyoming, ~
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Corner Name: NORTH 1/4
Section:J.J.... T 23N, R~W, 6TH PM; Cross-Index No.; J-2J