HomeMy WebLinkAbout887692 State of Wyoming Corner Record
(In compliance with the CORNER PERPETUATION AND FILING ACT, Wyoming Statutes, 1997, Section 33-29-140, et seq., and the Rules 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
corner monumentation evidence found and/or monument and accessories established to perpetuate the location of this corner.
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:-- 1911 -- Jaeckel and Voigt.
NO0°-06'W bet. Secs. 7 and 12.
40.00 Set a granite stone, 12xlOx8 ins., 8 ins. in the ground, for ¼
sec. cor. marked ¼ on W. face; and raise a mound of stone 2 ft.
base, 1½ ft. high, W. of cor.
1981 -- Wilson.
NO0°,02'W bet. Secs. 7 and 12.
40.07 The ¼ sec. cor. of secs. 7 and 12, determined at the intersection of
the center line of U. S. Highway No. 89 and the projection fences
extending E. and W. At the corner point
Set a railroad spike flush with the surface of the highway.
from which
An aluminum post, 28 ins. long, 2½ ins. diam., set 23 ins. in
:(-]/ ::i: i~: the ground, for a reference monument, bears S. 49½° E., 0.959
chs. dist., with aluminum cap mkd. RM T32N Rll8W ¼ S7 63.3 FT
1981 and an arrow pointing to the corner.
.~}:;;:.: An aluminum post, 28 ins. long, 2½ ins. diam. set 24 ins. in the
ground, for a reference monument, bears S. 54° W., 0.924 chs. dist.,
~ with magnetic aluminum cap mkd. RM T32N Rll9W ¼ S12 61.0 FT 1981
..~--,:.. and an arrow pointing to the corner.
~::;": Corner Record of Paul N. Scherbel dated lO December 1981.
A railroad spike near center-line of State Highway 189 and two refer-
ence monuments as per Corner Record.
A 2 ins. galvanized steel pipe 30 ins. long (BLM type) with brass cap
inscribed as shown, ed in an adjusting collar and cover in-
scribed "SURVEY", placed flush with
he existing asphalt.
CC:
BLM
County Office - Afton
SSLTD - Afton
WY DOT
Date of Field Work:
2 August 2002
Office Reference:
Bppl ZQ-46, page 57.
CROSS INDEX DIAGRAM
Firm/Agency, Address This corner record was prepared
by me or under my direction
Surveyor Scherbel, Ltd. and supervision.
P.O. Box 725 SEAL & SIGNATURE
46 West Third Avenue
Telephone Number: 307-885-9319
Telefax Number: 307-885
County of LINCOLN
1
Comer Name: g Section: 12
SBRPEPLS/PLSW: March 1994 (S SLTD 10/18/2000 version)
T 32N Rll9W :6th P.M. Cross-NdexNo.:G-25 -- Revised