HomeMy WebLinkAbout887694 State of Wyoming Corner Record
On compliance with the CORNER PERPETUATION AND FILING ACT, Wyoming Statutes, 1997, Section 33-29-140 et ~q., and the Rules and Regulataons
of the Board of RegisWation for Professio~l Engineers and Professional L~md 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 come* 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:-- 1911 -- daeckel and Voigt.
80.00
40.11
NOO°-O6'W bet. Secs. 13 and 18.
Set a granite stone, 16xl2xlO ins., 11 ins. in the ground, for cor.
of secs. 7, 12, 13 and 18, marked with 4 grooves on S. and 2 grooves
on N. faces; and raise a mound of stone 2 ft. base, 1½ ft. high,
W. of cor.
1981 -- Wilson.
The cor. of secs. 7, 12, 13 and 18, monumented by Richard A. Morley,
Wyoming Registered Land Surveyor No. 595 in 1980~ with an aluminum
disk 1 in. diam., with a spike in center, set flush with surface
of highway center line at intersection with the projection of
fences extending E. and W. from which
An aluminum post, 28 ins long, 2x ins diam. set 24 ins
in the ground, for a reference monument, bears N. 56° E.,
0.906 chs. dist., with magnetic aluminum cap mkd. RM T32N
Rll8W S7 59.8 FT 1981 and an arrow pointing to the corner.
An aluminum post, 28 ins. long, 2½ ins. long, 2½ ins. dia.,
set 24 ins. in the ground for a reference monument, bears N. 59°
W., 0.842 chs. dist., with magnetic aluminum cap mkd. RM T32N
Rll9W Sl2 55.6 FT 1981 and an arrow pointing to the corner.
Corner Record of Paul N. Scherbel dated 3 November 1981.
A shiner flush with pavement with two reference monuments as per
Corner Record.
A 2 ins. galvanized steel pipe 30 ins. long (BLM type) with brass cap
inscribed as shown, enclosed in an adjusting collar and cover
inscribed "SURVEY", placed flush with the existing asphalt.
Date of Field Work:
2 Auqust 2002
CCu.
OfficcR*ference: Book ZQ-46:, page 57.
BLM
County Office --. Afton
SSLTD ... Afton
WY DOT
CROSS INDEX DIAGRAM
R
T
Firm/Agency, Address
Surveyor Scherbel, Ltd.
P.O. Box 725
46 West Third Avenue
Affon, WY 8311o
This corner record was prepared
by me or under my direction
and supervision.
SEAL & SIGNATURE
Telephone Number: 30%885-9319
Telefax Number: ,- - .
307 885
Coumy of LINCOLN
Comer Name:. ,7/1 2/1 3/1 8 Section: 12/13
SBRPEPLS/PLSW: March 1994 (SSLTD 10/18/2000 v~tsion)
T 32N Rll9W . 6th P.M. Cross-~dexNo.:d-25 .... .Revised