HomeMy WebLinkAbout878469 State of Kyoming Corner Record
(In compliance with the CORNER PERPETUATION AND FILING ACT, Wyoming Statutes, 1977, Section 36-11-101, et. seq., and the Rules and
Regulations of the Board of Registration for Professional Engineers and Land Surveyors.)
Reverse side of this form may be used if more space is needed,
Record;.-:of original survey and citation of source of historic information (if corner is lost or obliterated). Description of
cornef>~nonumentation evidence found and/or monument and accessories established to perpetuate the location of this
corn~ 5k~¢h of.,~e e~ive location of monument, accessorieS, and reference points with course and distance to adjacent
corn~) (iffdeter~;~d~ n this survey). Method and rationale for reestablishment of lost or obliterated corner.
: N 89T~5'30" E N 89'53'45' E N 89'43'00' E
eL;,, ':: : 15'20;6~': (Maas.) 8' (Meas.) 2637.95' (Meas.)
T22N 'RT'¥2W T22N Rl12W
' ' S1~S:15 1/4~5 T22N Rl12W
S1~1~
:::::" ¢~2~ s22 s22, s23
~:~,:~' ~1909 ' 1909 1909
;;:¢:~ 'Gth~PM 6th PM 6th PM
z~
~ FOUND ~E MONUMENT FOR ~IS 1/16 C~N~
~zO OF MA~MUM CONSOL ~ICH IS A PRIVA~ TZ2~/~112W
SUR~YORS BRASS C~ ON A S~EL PIPE sz21 s23
~ PRO~UDING ABO~ ~E ~OUND 1'. ~E IS A 1909
6th PM
~ S~EL POST 5' ~S~RLY Of ~E BRASS
~ '~ CAP MONUMENT. ~IS IS ~E MONUMENT FOR
~ ~ ~E 1/16 CORNER ~1~ IS M~KED AS ~0~.
T22N R112W
1/4
S21 J S22 ~E MONUMENT
1909 IS MARKED:
6th PM
122~ Rl12~
S2~22 T22~2~112W S2~S25
6th PM 1909 1909
6th PM 6th PM
2659.26' (Maas.) 2640.23'
T22N R112W
Wl/16 S15 SCALE 1"=1000'
S22 CORNER MONUMENT SYMBOLS BEARINGS ARE
ASSUMED BUT
1986 · RECORD IS FOR THIS CORNER MONUMENT. RELATlVE
DRAWN BY: KRK
6th PM · a RELATED CORNER MONUMENT. COUNTY: LINCOLN
THE MONUMENT IS FOR
Dote of Field Work: 10/05/2001 Office Reference:
CROSS INDEX DIAGRAM Firm/Agency, Address This corner record was prepared
1 2 3 4 5 6 7 8 9 lO 11 12 ]3 14 15 16 17 18 lg 20 21 22 z3 24 25 by me or under my direction
i| i i~ i i ~i i| i i '1 i i ~i ^ Uln~cah Engineering and and supervision.
'--F-I--T-- --l--T--I-- -T-F-t .... r-i-T----I--T--r--T--i--1--' s SEAL ~ SIGNATURE
--L 6 _1 .... L 5-J-- _1_ 4 -J .... I_ 3 _1 .... U 2--1- ._b 1 _L_ c Land Surveying
I I I I I I I I I I I I
--i-4-+- _~_i_i-. _+_,L.~_,
-H-I-I--
-- I- a,- +- --+--F--I--, D
I I I I I I ~ I I ~ I I I I I I
, ~ , , , , , ~ , , ~ , , ~ , , ~ , E 85 South 200 East .
__LJ_.L_,. , .-~--~'--II-- -iJ'-~-~ .... iL-~-- iJ-- -~--+--iL- - iJ---~-~-. r
--I- 7 -I- '.-I- 8 -I- -t- 9 -I .... 1-10-1 I-11-I-, -f-12-:--
._1 j_ I_ I ~ I _ I_LI .... I j_,__ '_.L_'_ _,_L '_. o Vernal, Utah 84078
,,, ,,, ,,, ,,, ,,, , /
'-l-'-1-+- --I-T-I-- -+-i--I .... l--i-+- -H--T-I-- -+-F-~-- K Telephone Number: 435--789--1017/
--I-18-1-' -F'17--1-' --F16--1 .... 1-15--1-- --~-14--{--. I I
/
._LJ_i_ -J_i_L_ _l_LJ .... LJ_£_ _J_I_L_ _i_LJ_. u
I ~ I I i i I , , ,J~ II i i i
'--F-I-T--~-T-F- -T--F~ .... F-I-T--~--T--F- -T--F~--' o
-d-l,gd-- -h2pd .... k2.1--1 .... iL2.2d-. -~-2.3-~1 .... iL2.4-1L- P
'-i-'J-+- --I-J-,-I-- --+--,L-I .... I-'J--+- --I--±,--i-- --+--~--I--- o
I I I I ~ I I ~ I I I I I ~ I t I I
I I I I I I I I I I I I I I I I I I R
· -,,.--4-,.f- .... hq-,.f- s
--4-30'-~ .... f-29"~ .... t'-28'-t f-27--I-. -i-26-t .... t---25-~- T
I I __l__l__l- I I Ij I I / I I LI
-Fi-T-'I, I F-T-.,'-I .............. FiT I ! r T!l
' i I J i I J i ~ ~ i I J i I I i I
-k-i-+- -N-T-I---+-F'~- '-i--1-+- "~-T-I-- -+-CH-- w
I I I I I I I I I I I I '
--~-31~ .... F32~ .... F33~-' -F34-~ .... F35-~ .... r-36-r--~ x
-L.JI-i- -J_$_L_ _I_l,_j_ -L-il-i- -J-S-L-
Ili I I 'I I I Ii I Ili I I' I / I /
1/16 CORNER OF MAXIMUM CONTROL
Corner Nome: W1/16 CORNER OF SECTION 22 Section: 22 T 22N R 112W ; 6TH P.M. Cross Index No.: N-14
SBRPEPLS/PLSW:Morch 1994 (CLCR...SJA~