HomeMy WebLinkAbout890054(In complionce with the CORER ,oA'.q~F/OA' ~ F/L/A'C ACF, Wyoming Statutes, 1997 Section 33-29-140 et. seq., and the Rules and
Regulations of the Boord of Professional Engineers end Professional Land Surveyors)
Reverse side of this form may be used if more space is needed.
Record of originol survey and 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 location of monument, occessories, end reference points with course and distonce to odjocent
corner(s) (if determined in this survey). Method end rationole for reestoblishment of lost or obliterated corner.
FOUND:.
Re-Survey of 1904 done by Stahle & Van
Orsdel shows a sandstone 16-inches by 8-
inches by 5-inches set 11-inches deep, with
a raised mound of stone, 2 1/2 feet by 1
1/2 feet West of stone.
Stone monument protruding 6-inches above ground
with "1/4' scribed on the West face.
Existing fence post lies 1-foot South of monument.
Metal fence post 5 feet North of monument
Monmne t location
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BASIS OF BEARING
THE BASIS OF BEARING IS THE WYOMING COORDINATE SYSTEM
WEST ZONE, NAD83/95
Date of Field Work: 02/28/2003 Office Reference: 6810
Dim
Monnm*nt fiption
Indez Pht
Corner Name West Quarter Corner
Firm/Agency, Address
Finley Engineering Comoeny. Inc.
Twin Oaks Suite B-250
1800 NW 169th Piece
Beoverton. Oreeon 97006
Telephone Number:
Section _7, T 21 N, R ti3 W, 6th P.M.
County: Lincoln Wyoming
466-9460
Cross-Index No.: G-1