HomeMy WebLinkAbout878465 State of fyoming Corner Record
(In compliance with the CORNER PERPETUATION .AND FI~NG ~CT, Wyoming Statutes, 1977, Section 56-11-101, et. seq., and the Rules ~nd
Reguletions of the Boerd of Registration for Professionel Engineers and Land Surveyors.)
Reverse side of this form mey be used if more space is needed.
Record of original survey end citation of source of historic information (if corner is lost or oblitereted). Description of
corner monumento[ion evidence found end/or monument end eccessories established to perpetuete the Iocetion of this
corner. 5ketch of relet ve Iocetion of monument, accessories, end reference points with course end distance to edjocent
co~r(s):L(~:~termined n this survey). Method end rationale for reestablishment of lost or obliterated corner.
' ~: N 8955'50" E N 89'55'45" E N ~9'45'00" E
]520.60' (Meas.) 1320.58' (Meas.) 2657.95' (Meas.)
:~' ::::T22N R112W T22N R112W T22N R112W T22N R112W
:;":~ ~: .?:: S1~14 WI/16 S15 1/4S15_ S1~14
....... :::'- '.:~:;~ S22 S23 ~ S22 S22' S25
~. ~ '.
FOUND THE MONUMENT FOR THIS 1/4. CORNER T22N.R112W
OF MAXIMUM CONTROL WHICH IS A U.S.A.
1/4
s221 s23
~ GOVERNMENT SURVEY BRASS CAP ON AN IRON 1909
~ PIPE WHICH PROTRUDES ABOVE THE GROUND 6th PM
~ 1.2'. THERE IS A TRUCK TIRE FULL OF
STONES 1.5' WESTERLY OF CORNER. THIS
IS THE MONUMENT FOR THE 1/4 CORNER AND
IS MARKED AS SHOWN.
THE MONUMENT 1
IS MARKED: S21 TI S22
1909
T22N Rll2W T22N Rl12W T22N R112W
S2B ' S27 1/42:_ S27 '
S26
998 ~z/ 1909
6th PM 1909 6th PM
6th PM
N 89'56'10" E / N 89'48'45" E
26.39.26' (Meos.) 2640.23' (Meas.)
T22N R112W
1
/4 SCALE 1"=1000'
S21 I S22 CORNER MONUMENT SYMBOLS BEARINGS ARE
ASSUMED BUT
1909 · RECORD IS FOR THIS CORNER MONUMENT. RELATIVE
DRAWN BY: KRK
6th PM · A RELATED CORNER MONUMENT. COUNTY: LINCOLN
'IHE MONUMENT IS FOR
Date of Field Work: 10//0,~//2001 Office Reference:
CROSS INDEX DIAC-P, AM Firm/Agency, Address This corner record was prepared
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2¢ 25 by me or under my direction
i~ i i .~ i i Ii i~ i i ~ i i ~i UIn~cah Engineering and and supervision.
--I-]--T----I-i-I----T--i--I- '-r--l-T---I-T-i-- -T--~--1- B SEAL & $[GNATURF.
--J- 6 J .... L 5 J .... L 4- J-- .L 3 J .... L 2 d .... L 1 _L. c L~nd Surveying
I I I I I I I I I I I I
-i-J-+_ _.~_±_i-_ _+_,L.~_
--~-4--i---+-~--~-
I I ~ I ~ I I ~ I I I I I I I
, I , I ' , ~ I ~ , I , ~ I , , I , E 85 Sou~h ~00 E~s~
-~-l-f---l-+-~--f-Ffi ~-{-f--fi-+_~_
--~- 7 -I .... ~- 8 -~ .... ~- 9 -~ I-10'~ .... f- 11-~ ~- 12-~--
I d I I ± I I LI Id I I ± I _I_L I_ Vernal, U~ah 84078
'--F liT- --I--i--F---T--I -I-- --F i--T----i--i--i-- T {-]1 H
·
--I-9-+- --~-T-I---+-F-t- -i--l-+- --t-T-I-i-+-F-t- K Telephone Number: 435-789-1017
--3-18--1 F17-1-- -]-16-1-' -1-15~ .... 1-14--i-- -1-1.3-1--
/ ..'.g /.~ :.' . ~'..~' :.
'--L/--/---J--±--L'I I I I I I _l_Ld_.l , I _LJ_.L__J_±_L__/_LJ_.i I , I
' ' ' ,il I I I ' I I
'-FI-T- -~-T--F' -T--F~ .... F-l-T-- -~--T--F
--i--~-+-- -+-!-~ .... i-4-+- -~--~-i-- -+-~-. ~
I I I I I I I I I I I I
i I I I J I I J I I I I I I I I [ I R
--~-l-f--fi-l--~- -f-F-I .... ~-l-f---l_.l._~_
-~-30~-: -f-29-~-' -~-28~ .... f-27-1 ~-26-~- -~-25-~-- T
._1 J_ I_ --I-~-r-- I L I ._1 _j_ I_ I ± I I L I
-T--I -I .......... u
F~T ,- , FIT 7!,r- T~I
I i I 'il Ii' I i I v
'-i--I-+- -'~-t-i-- -+-r'~ .... t--i-+ ...... +-F--~-- w
, , , , , , , ,
--l-31~-' -1-32~-- -1-33~ .... 1-34--I .... ~-36-r--~ I x
.-L4--i_ _J_$_L_ _i_l~d .... L4_l_ _J_S_L_ _i_~d_. y
1/4. CORNER OF MAXIMUM CONTROL
Corner Nome: WEST 1/4 CORNER OF SECTION 22 Section: 22 T 22N R 112W . 6TH P.M. Cross index No.: P-13
SBRPEPLS/PLSW:March 1994 (CLCR...SJA~