HomeMy WebLinkAbout878466 State of Wyoming Corner Record
(In complionce with the CORNER PERPETUATION AND FILING ACT, Wyoming Stotutes, 1977, Section 56-11-101, et. seq., ond the Rules ond
Regulotions of the Boord of Registrotion for Professionol Engineers ond Lond Surveyors.)
Reverse side of this form TOy be used if more spoce is needed.
Record of originol survey (]nd citotion of source of historic inforrn(]tion (if corner is lost or obliteroted). Description of
corner moD, v.ment(]tion evidence found (]nd/or monument ~nd ~ccessories estoblished to perpetuate the Iocotion of this
corbel. S~. of relative Ioc~tion of monument, occessories, end reference points with course ond distonce ~0 ~djecent
cor~s) (i'F~ermined n th s survey) Method ~nd roUon~le for reestablishment of lost or obli~ereted corner.
,; N 89'55'30" E N 89'53'45' E N 89'43'00" E
: ::':;'~ E112w ~2N E112W T22N E112W
'::'~ ~:' '~21J s22 Wl/16 ~ S22~ S23
C .~ .... := ?:1:909 1986 1909
~L..7 6th PM 6~ PM 6th PM
FOUND THE MONUMENT FOR THIS 1/4 CORNER
%~ OF MAXIMUM CONTROL WHICH IS A U.S.A. T22N R112W
1/4
~J~ GOVERNMENT SURVEY BRASS CAP ON AN IRON s221 s23
._~ PiPE WHICH PROTRUDES ABOVE THE GROUND 1909
(~'3 1.1'. THERE ARE SEVERAL STONES 6th PM
SCATTERED AROUND MONUMENT. THERE tS A
~ STEEL POST 5' WESTERLY OF CORNER. THIS
C IS THE MONUMENT FOR THE 1/4 CORNER AND
T22N R112W IS MARKED AS SHOWN.
1/4
s211 s22 S 1 5
1909
6th PM THE MONUMENT 1/.__4
IS MARKED:
$22
~ '~' 1909
T22N Rll2W T22N Rll2W
S2~1~22 522 T22Ns2~LS25R112W
S28~ S27 1/4S~'7 S27' S26
1998 1909 1909
6thPM 6th~M 6thPM
N 89'56'10" E N 89'48'43" E
2639.26' (Moos.) 2640.23' (Moos.)
T22N R1 12W
S15 SCALE 1"=1000'
1
//4'~"'~'~ CORNER MONUMENT SYMBOLS BEARINGS ARE
ASSUMED BUT
1 909·RECORD IS FOR THiS CORNER MONUMENT. RELATIVE
DRAWN BY: KRK
6th PM· A RELATED CORNER MONUMENT. COUNTY: LINCOLN
3HE MONUMENT IS FOR
Dote of Field Work: 10/03/2001 Office Reference:.
CROSS INDEX DIAGRAM Firm/Agency, Address This corner record wos prepored
by me or under my direction
1 2 3 4 5 6 7 8 9 10 11 1Z 13 14 15 16 17 18 19 20 21 22 23 24 25 gl
^ UIn-~ah En neerlng and and supervision.
'--F']--T- -q--T--F- --T-F'] .... Fq--T-- -q-T-F' -T-Fq-' e
--J- 6 '.J- _u 5 -J .... [- 4 -J .... L 3 -J--:.--U 2 J-, _L_ 1 -L- c Land Surveying
I I I I I I
_+_iL_l_. I I I I _+_L_~_. .
I I i I I I I } I I
, ' i , I , i I , , ~ , , , ~ , , ' i E 85 Sout;h 200 Easi;
-hq-f- -1-4-iL--f-Ffi .... hq-f-'-l--~-P -~-;~-. r
I I / I
--l-7~ ~8~ .... ~9~ .... HO~-,-~--,-H2-~-. Vernat, Utah 84078
.__1 /__ I__ - I__L_I _ _ I_L I .... I /_ I_ _ I_j._l _ _ I_L I_.
F~T 7!F T~q FIT 71F T!7 "
'-i--I-+l I ......-H,- T-? +-F-II .... i--i-+- -H-T-i-- -+--CH-- K Telephone Number: 435-789-1017
-'3-18-3 ..... f-16'-] .... f-15--1-' -f-14--i .... r-13-r-- L
._LJ_i_ _J_I_L_ _i_LJ .... LJ_i_ _J_I_L_ _£_LJ_. .
~'' "" '" : .... ''' " I~1.¢_..~ '
I I ~ ~ I I ~ I I i"ri iii ~ I,
'--F'q--T-- -q--T--F- --T--Fq .... F-~--T- -q--T-F- -T--Fq--' o
-fi-l,gd-' -h2°d .... ~L2,1d .... ~22~-'1 I -h23~1 .... h2,4-1L- ~'
,_~-~_+_ ..~_i_i-_ -+-~H .... i-J-+- -H-i-i-- -+-~H-- o
I I I I I I I I I I I I [ I I I I
I I I I I I I [ I I I I I J I I I I
'-IL~-I-- -fi-+-iL--,'--~fi .... hq-f- -fi-+-iL--f-~fi-- s
--l-30-4-- -{--29-~ .... f-28-~ .... f-27'~-' -f-26--i .... ~25-P- 'r
._' J_'_ I I I f fl ._' d_l_. I_1_1 _ I f ,
F! T '~-,-r ......... u
,,,, F~T 7!F T '7
I i I~ i ~ ~ i ' I i m ~ i I mi, v
-i-]-+--H-T-i-- -+-FH .... i-'I-+- 'H-T-I-- -+-F-l-' w
--3-31~ .... 1-32-~ .... ]-33-] F34'~-' -F'35--1 .... 1-36-r-- x
,,
T _±_1 j .... Lq-i_ .J-~l--L__i_' J_.
I
/
1/4 CORNER OF MAXIMUM CONTROL
Corner Nome: NORTH 1/4 CORNER OF SEc'noN 22 Section: 22 T 22N R 112W . 6TH P.M. Cross Index No.: N-15
SBRPEPLS/PLSW: Morch 1994 (CLCR...SJA]