HomeMy WebLinkAbout890057(In compliance with the COR#~ P~~ ~ ~'/L/#C .4C?, Wyoming Statutes, 1997 Section 55-29-140 et. ssq., and the Rules and
Regulations of the Board of 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 corner is lost or obliterated). Description of
corner monumentotion 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
corner(s) (if determined in this survey). Method and rationale for reestablishment of lost or obliterated corner.
ORIGINAL RECORD:.
Re-Survey of 1903 done by Stohle & Van
Orsdel shows o sandstone 15-inches by 9-
inches by 8-inches, set 10 inches deep; pits
18-inches by 16-inches by 12-inches, 5 feet
North & South of stone; and, o raised mound
of stone .3-1/2 feet by 1-1/2 feet, West of
stone.
Stone monument protruding 6-inches above ground
with (4) Notches scribed on the South face
with (1) Notch scribed on the East face.
Metal fence post 5 feet North of stone monument.
Monnm~L location
S89'52'18"E 5292.97
S89°57'15E
5050.89
o
iionment Innn tion
BASIS OF BEARING
THE BASIS OF BEARING IS THE WYOMING COORDINATE SYSTEM
WEST ZONE, NAD83/93
Date of ~eld Work: 02/~/~3 ~:~flee er : 6~1
~ross Index Plnt
Firm/Agency, Address
.... , , , , , , , , Finley Engineering Comoony. Inc.
+~[+ +~[+ +~[+ +~[+ +~[+ +~[+" Twin Oaks Suite B-;250
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+t+ ..... +t+ +t+, +t+ ......+t+ +t+ . 1800 NW 169th PIo~e
............ [ Beove~on. Oregon 97006
+~+ +~+ +~+ +~+ +~+ +~+ r Telephone Number:
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Co.er Name Northwes[ Co.er Section
CounLT:
This corner rec~d wq~: '~t~epared
by me 'or::ohdec~my ~_~tion
and supervision;" --4 ~
:i';: i ~
(505) 466-9460
Cross-lndex No.: J-~l