HomeMy WebLinkAbout890055(in compliance with the CO~J~'EJ~ p~j~O# ~ ,eJUA'C JCl, W~jomln(j Statutes. 1997 Section 33-29-140 et. seq.. and the Rules and
Regulations of the Board of Professional EnGineers end Professional Land Surveyor,s)
Reverse side of this form may be used if mare 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:.
FOUND:.
S~I':
Re-Survey of 1903 done by Stohle & Van
Orsdel shows a sandstone 20-inches by 12-
inches by 5-inches, set 15-inches deep; pits
18-inches by 18-inches by 12-inches, 3-feet
North & South of stone, and a raised mound
of earth, 5.1/2 feet by 1-1/2 feet, West of
corner.
Stone monument protruding 8-inches above ground
with "1/4" scribed on the West face.
Metal fence post 5 feet North of monument.
Dim
L~J
Ifon__mn t location
N89'27"06"~68.52
1:
Manumit ln.a timi
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: 6908
Cross hdez Flat
I I I II II II I
+~+ +~+ +~+ +~+ +~+ +~+
-~6' , 5: :4 ' ' 3 : : 2' , 14-
,+1,+ ,+t,+ ,+~,+ .+~,+ ,+~,+
-+ 7+41-~ B ~ , g ~ ~10: :11~ ~12~-
,+t,+ +.t+.
-~18: :17: :16: :15: .'14t
.+t.+ +.~+. ,+~,+
--~19: '. 20: : 21: : 22: : 25 ' ,24~--
,+t.+ .+t,+ ,+t,+
ti,+ ,+t.+ .+t,+
-+ 31 i I 32: : 33: : 34
Corner Name West Quarter Corner
Firm/Agency, Address
Finley Engineering Comoany. Inc.
Twin Oaks Suite B-250
1800 NW 169th Place
Beaverton. Oreqon 97006
Telephone Number:
(503~ 466-9460
Section 8, T 21 N, R 113 W, 6th P.M.
County: Linco~ Wyoming
Cross-ln&x No.: G-5