HomeMy WebLinkAbout889029 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
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:-- NOO°-O2'W between Section 6, T32N, Rll8W and Section l, T32N, Rll9W
for north one-sixteenth corner. (Based on BLM 1981 survey)
Found:-- Nothing.
0+00 NE S. 1
11+57.57 N 1/16 S.1/S.6
24+76.~ E¼ S.1/S.6
Date of Field Work:
A SS steel spike 3/8"x12" in State Highway 89 for N 1/16 corner
between Section 6, T32N, Rll8W and Section 1, T32N, Rll9W,
from which
A 2" galvanized steel pipe 28" long (BLM type) with brass cap
inscribed as shown. Brass cap is .6' above ground and NWly.
7.9' from a wooden fence post. Post measures .5'x4.3' Brass
cap is NWly. 12' atop sign pole .3'x7', bears SWly., 70 ft.; and
A 2" galvanized steel pipe with brass cap inscribed as shown. Brass
cap is .5' above ground and SWly. 13.5' from a Highway sign. post
(State Highway 89).. Post measures .3'x9.5' From the N 1/16,
backsighting the NE corner of Section 1 and turning an angle at
Lt. 135°-00.0' and measuring a distance of 70' the SWly. refer-
ence monument was set. Again sitting on the N 1/16 and back-
sighting the NE corner of Section 1 an angle of Lt. 450-00.0' was
turned and a distance of 70' measured where we set the NWly. R.M.
i98 i .sw ]y. 7o
22 July 1982
] NE S1
iN 1/16
~ SI '~
,oL .o /cc:
Coun -
SSLTD Afton
Book ZP-7, page 65.
CROSS INDEX DIAGRAM
Firm/Agency, Address This comer record was prepared
by me or under my direction
Surveyor Scherbel, Ltd. and supervision.
P.O. Box 4296 SE~L & SIGNATURE
283 Main Street
Big Piney-Marbleton, WY 83113
Telephone Number: 307-276-3347
Telefax Number: 307-276-3348
'
,
County of LINCOLN
ComerName: N l/l 6 Section: 1
T 32 NR ll9w: 6'hP.M. Cross-IndexNo.: B-25 -- Revised
SBRPEPLS/PLSW: March 1994 (SSLTD 10/I 8/2000 version --