HomeMy WebLinkAbout887706 State of Wyoming Corner Record
(In compliance with the COP~¥ER PERPETUATIONAND FILING ACT, Wyoming Statutes 1997, Section 33-29-140, et seq., and the Rnles and Regulations
of the Board of Registration for Professional Engineers and Professional Land Surveyors)
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 obliterated). Description of
comer monumentation evidence found and/or monument and accessories established to perpetuate the location of this comer.
Sketch of relative location of monument, accessories, and reference points with course and distance to adjacent comer(s) (if
determined in this survey). Method and rationale for reestablishment of lost or obliterated comer.
Record:--
40.00
39.92
Date of Field Work: 4 April 2001
1889 - Jones
North between Sections 28 and 29.
Set a limestone 20x8x5 ins: 15 ins. in ground for ¼ Sec. Cor. marked ¼ on W. face. Dug pits 18x18x12
ins. N. & S. of Cor. 5½ ft. high 3½ ft. base alongside. Ascend 50 ft.
1966 - Gilbert
N00°-09'E., between Sections 28 and 29.
Point for the ¼ cor. of secs. 28 and 29, at broken boundary proportionate distance. There is no remain-
ing evidence of the original comer.
Set an iron post, 25 ins. in the ground, mkd.
T33N R118W
S 291S 28
1966
1997 - Casinger/Forbes
The ¼ sec. cor. of secs. 28 and 29, remonumented by Ross Turner, Wyoming Professional Engineer and
Land Surveyor No. 3514, with an aluminum post, 2½ ins. diam., f'mmly set, projecting 6 ins. above
the ground, with aluminum cap mkd.
T33N R118W
¼
S 291S 28
1999
2:1/This position it accepted as a careful and faithful perpetuation of the original cor. position.
ii~il.i:~ :'From this point, the point erroneously reestablished for the lA sec. cor. of secs. 28 and 29 during the
t:~..~ ~ 1966 dependent resurvey, bears S. 34° 37' W., 0.61 chs. dist., monumented with an iron post,
...... ::' :'" 2½ ins. dia., firmly set, projecting 14 ins. above the ground, with brass cap mkd. T33N R118W
¼ S28 S29 1966. Add the mks. AM and bury in place, 3 ins. below the surface of the ground.
Corner Record of.Ross M. Turner dated 20 Janunary 2000 not of record.
(CONTINUED ON REVERSE SIDE)
cc: BLM
Lincon Co. Office - Afton
ASSLTD
o .
CROSS INDEX DIAGRAM Firm/Agency, Address
Surveyor Scherbel, Ltd.
P.O. Box 725
46 West 3rd Avenue
Afton, WY 83110
H H
K K
L L
N
0
P
T
U
W
This corner record was prepared
by me or under my direction
and supervision.
SEAL & SIGNATURE
Telephone Number: 307-885-9319
Telefax Number: 307-885-9809 ;~
County of LINCOLN
ComerName: ¼ Section: 28/29 T33NRI18W:6th P.M. Cross-IndexNo.: T-9-Revised
SBRPEPLS/PLSW: March 1994 (SSLTD 10/18/2000 version)