HomeMy WebLinkAbout887697 State of Wyoming Corner Record
On compliance will~ the CORNER PERPETUATION AND FILING ACT, Wyoming Statutes, 1997, Section 33-29-140 et seq., and the Rules and Regulations
of the Board of RegisWation for Professional Engineers and Professional Land Surveyors)
Reverse side of this form may be used if more space is needed.
Record of orbit s~vey and ci~fion of source of hi~ofical information (if com~ is lost or oblit~ed). Descr~tion of
eorn~ monumenmtion evidence found an~or monument and ~cessories established to perpetuate ~e locmion of ~is com~.
Sketch of relative location of monument, ac~ssories, and ref~en~ po~ts wi~ course and distance to a~acent corn~(s) (if
determ~ed ~ ~is survey). Me,od and rationale ~r reestablishment of lost or obliterated com~.
Record:-- 1911 -- Jaeckel and Voigt.
NOO°-O6'W bet. Secs. 13 and 18.
40.00 Set a granite stone~ 14xl2xlO ins.~ l0 ins. in the ground, for ¼
sec. cor. marked ¼ on W. face; and raise a mound of stone 2 ft.
base~ 1· ft. high~
~ W. of cor.
1981 -- Wilson.
NOO°--11'W bet. Secs. 13 and 18.
40.12 The ¼ sec. cor. of secs. 13 and 18,, reestablished by Lloyd B. Baker..
Wyoming Registered Professional Engineer and Land Surveyor No. 698~
monumented with an iron pipe~ 1 in~ diam.> set flush with the
surface of U. S. Highway No~ 89, from which
An aluminum post~ 28 ins.. long, 2½ ins. diam,, set 24 ins. in
the ground for a reference monument, bears N~ 60e E.> 0.770 chs~
dist.~, with magnetic aluminum cap mkd RM T32N Rll8W ¼ S18
50.8 FT 1981 and an arrow pointing to the corner.
An aluminum post~ 28 ins long ~
. ~ ins.. diam~ set 24 ins~ in
the ground for a reference monument bears S~ 62~ E., 0~759
chs. dist~ with magnetic aluminum cap mkd RM T32N Rll8W ¼
S18 50.1FT 1981 and an arrow pointing to the corner~.
This position is accepted as a careful and faithful determination of
the original corner position.
Corner Record of Paul N. Scherbel dated 3 November 1981.
A 1 ins. black iron pipe flush with near center-line of S~ate Highway
189, with 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 in-
scribed "SURVEY"~ placed flUsh with the existing asphalt.
·Date ofField Work: ,.2 August 2002
CC:
BLM
County Office .- Afton
SSLTD .- Afton
WY DOT
Book ZQ-46~ page 57.
CROSS INDEX DIAGRAM
L
p o
T
Comer Name: ¼
Section:
SBRPEPLS/PLSW: March 1994 (SSLTD 10/18/2000 version)
Firm/Agency, Address
Surveyor Scherbel, Ltd.
P.O. Box 725
46 West Third Avenue
Affon, WY 83110
This corner record was prepared
by me or under my direction
and supervision.
SEAL & SIGNATURE
Telephone Number: 307-885-9319 ~ /~//
Telefax Number: --
307 885
County of L I NCOLN
13 T32N RIi9W: 6th P.M. Cross-IndexNo.:L'-£5 -'- Revised