HomeMy WebLinkAbout890056(in compliance with the COR#ffJ~ J~J~'Yf/aflO~f ~ ~'/L/~C 4C?, Wyoming Statutes, 1997 Section 55-29-140 et. seq., 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 citotion of source of historical information (if corner is lost or obliteroted). Description of
corner monumentation 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 adjocent
corner(s) (if determined in this survey). Method and rationale for reestablishment of lost or obliterated corner.
FOUND:.
o
z
Re-Survey of 1905 done by Stohle & Van
Orsdel shows a sandstone 14-inches by 12-
inches by lO-inches, set 9-1nches deep;pits
18-inches by 18-inches by 12-inches, in
each Sec., 5-1/2 feet from stone, and o
raised mound, 4 feet by 2 feet, West of
stone.
Stone monument protruding 0.4 feet above ground.
Existing fence post lies 2.3 feet Southwesterly of monument.
Metal fence post 5 feet North of monument.
lonm t 10cation
N89'52'18*W 5292.97
ilonnm.t Insertion
BASIS Of BEARING
THE BASIS Of BEARING IS THE WYOMING COORDINATE SYSTEM
WEST ZONE, NAD83/95
Date of Field Work: 02/28/2003
Office Ref~enee: 6119
(ross Index Pint
Firm/Agency, Address
Finley Engineering Comoany. Inc.
Twin Oaks Suite B-250
1800 NW 169th PIoce
B~overton, Oreoon 97006
Teiephone Number:
Comer Name Northwest Comer Section 14, T 21 N, R 113 W, 6th P.M.
County: ~ Wyoming
Cross-Index No.: 1-17