HomeMy WebLinkAbout890058State of W omin Corner Reco
(In compliance with the COJ~/ffR P~qPffJ'EA//OA' 4A~ ,~E, ZAr¢ 4CF, Wyoming Statutes, 1997 Section 33-29-140 et. seq., and the Rules ~nd
Regul(3tlofl$ of the Board of Profeseion(31 Engineers (3nd Profeseion~ Land Survey~s)
Reverse side of this form m(3y be used if more sp(3ce is needed.
Record of original survey and citation of source of historical information (if corner is lost or obliterated). 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 adjacent
corner(s) (if determined in this survey). Method and rationale for reestablishment of lost or obliterated corner.
ORIGINAL EECOED:
FOUND:.
Re-Survey of 1903 done by Stahle & Van
Orsdel shows a sandstone 14-inches by 12-
inches by 5-inches, set 9-inches deep, with
a raised mound of stone, 2 feet by 1-1/2
feet, North of stone.
Stone monument protruding 5-inches above ground
with "1/4" scribed on the North face.
Metal fence post 5 feet North of monument.
14
Monnm~t location
N89'55'14"W 5277.04 S89'54'00"E 2470,42
~ ~ Dimple
re'~t
Scribe
Iron--m-_ t Inseiption
BASIS OF BEARING
THE BASIS OF BEARING IS THE WYOMING COORDINATE SYSTEM
WEST ZONE, NAD85/95
Date of Yield Work: 02/9.8/2003
Office Reference: 5114
Cross Index Pht
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.+t.+ .+t,+T~,+ .+t.+.+t.+.+t.+
.+~.+ .+~,+,+t,+.+t.+,*t,+
.+TT .+t,+,+t,+.+t.+.+t.+.+t,+
-~30 tt 29:: 281t 27 t ~ 26:: 254--
.+t.+ ,+t,+,+~,+.+t.+,+t.+,+t,+
Corner Name North Ouarter Corner
Firm/Agency, Address
Finley Engineering Comoany. Inc.
Twin Oaks Suite B-250
1800 NW 169th Place
Beaverton. Oregon 97006
Telephone Number:
This cOrner record ~s-~prepared
by me or: ~under m~tion
and suP~si
(505) 466-9460
Section ~4, T 21 N, R 113 W, 6th P.M.Cross-lndex No.: N-23
County: ~ncoln Wyoming