HomeMy WebLinkAbout890052(In compliance with the COP. J~'R P~'Y[/.4//O# ~ 7/ZZ~C AC3', W~3mlng Statutes, 1997 Sectk~ 33-29-140 et. seq., and the Rules and
Regulotlans of the Boord of Professlonol Engineers end Professionol Lend Surveyors)
Reverse side of this form moy be used if more spoce is needed.
Record of originol survey end citotion of source of historicol informotion (if corner is lost or obliteroted). Description of
corner monumentotion evidence found end/or monument end occessories estoblished to perpetuote the Iocotion of this
corner. Sketch of relotive Iocotion of monument, occessories, end reference points with course end distonce to odj~cent
corner(s) (if determined in this survey). Method end rotionole for reestoblishment of lost or obliteroted corner.
Re-survey of 1904 done by Stohle & V(3n
Orsdel shows (3 s(3ndstone 16-inches by 14-
inches by 5-inches, set 11- inches deep; pits
18-inches by 18-inches by 12-inches deep,
3 feet North end South of stone, end o
roised mound, 3 1/2 feet by 1 1/2 feet, West
of stone.
Stone monument protruding 6-inches obove ground.
Existing 5/4" oluminum pipe lies 0.2' South of monument.
s['"r: Mctel fence post 5 feet North of monument.
Ilonnm t location
L~J
S89'38'05"~94.85
N~th I%%
Mon-. t one ption
EIASIS OF BEARING
THE BASIS OF BEARING IS THE WYOMING COORDINATE SYSTEM
WEST ZONE, NAD85/95
Date of Field Work: 02/28/2003 Office Reference: 80~5
Cross hdez Plat
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Corner Name West Quarter Corner
Firm/Agency, Address
Finley Engineering ComDon_v. Inc.
Twin Oqks Suite B-250
1800 NW 169th Piece
Beoverton, Oregon 97006
Telephone Number: (505) 466-9460
Section 2, T 21 N, R 114 W, 6th P.M.
County: Lincoln Wyoming
by me:.or~undEr m~r~lirection
and s.Up ~.~si(~r~ rn
$E.41, & $IGN.4~
Cross-Index No.: C-17