HomeMy WebLinkAbout905991 State of F io r i g Co ne . Reco d
On complience with the CORNEI~ PBz~P~/'[/ATION AND FIZJNC. ACT, Wyoming Stntutes, 1977, Section 36-11-101, et. seq,, end [he Rutes (~nd
Regulations of the Board of Reg[stroUon for Professional Engineers and Land Surveyors.)
Reverse side of this form may be u~ed if more space is needed.
Record of original survey and citation of source of historic 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.
LULU 0
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c~O --
iii = 0
T21N
R112W RlllW
S12j~_S7
S13~ S18
lgog
6th PM
T21N
R112W R111W
1/4
912 Is7
./61909
th P~
T21N
Rl12W RlllW
$12.~7
513~51S
S8g'44'00'£
274~.90'
NSg'ls'Og'W
2725.50' (Yeas,)
FOUND THE MONUMENT FOR THIS 1/4
CORNER OF MAXIMUM CONTROL WI'IICH IS A
U.S.A. GOVERNMENT PUBUC LAND SURVEY
SYSTEM MONUMENT, ~HICH MONUMENT IS A
BRASS CAP ON A STEEL PIPE WHICH
PROTRUDES ABOVE THE GROUND 1.2'.
THERE IS k MOUND OF STONES 3.0' IN
DIAMETER FLUSH WITH THE GROUND ON THE
NORTH SIDE OF THE MONUMENT, THIS IS
THE MONUMENT FOR THE 1/4 CORNER AND
IS MARKED AS
S6
THE MONUMENT 1~4
IS MARKED: S7
1909
T21N RlI1W
S7
1/4sTs
1909
6th PM
T21N R111W
S6
1/4
1909
6th PM
CORNER MONUMENT SYMBOLS
O RECORD IS FOR THIS CORNER MONUMENT.
· A RELATED CORNER OR WC MONUMENT.
Office Reference:
SCALE 1"=1000'
BEAI~hlGS ARE
A~StJMED BUT
DRAI~I BY:, N~I
COUNTY: UNCOLN
CROSS INDEX DIAGRAM
1 2 3 4 5 6 7 8 g 10 11 12 13 14 1.5 16 17 18 19 20 21 22 23 24 25
i_T___l_,J._F.~' I _L I
-F
--T--~-t-- -F'i-T---I- t -F--T-I -1--
'~-~ .... ~"-hffi--~' ....
I I ! I J I I
-~]~L-t- --t-~--I-- --+--L-t--. --l--l--+- --~---~--t-~-+-,L-t-
---t- 7 -H .... F- 8 --t- .-I- 9 a-. -~-10-~ ....
I I _ t_j._l ~_I_L I_, I I I I I
-Fi-T- ] ~ F~ T ~] -r !-T--q-~-F- T
Iii I [ I Iii I i I
--F-l-+ ...... +-Fa-, -p-l-+ ...... +-Fa- K
-F16-1-'F-F ~--I ....
._LJ_J.__J_.L_L_ _.L_LJ_. _L/_J___J_/_L;_J._Lj_
I I I I I I [ I I t I I I I t I I t
--~-]-~----~-T-~- -~--F~ .... ~--~-~---~-t-~'--'~-~-~-
-fi-l~'~ .... ~L20~C' -iLZ.'~fi-- -~-22'-~ .... ~L2,~--
--,-q-+---~-4--~---+-~--~-.-~-J-+--~-+-~---+-.'--~- ,~
I I I I I I I I I I t I t I i I
HI I" ] I I [ I I Ill t I i I I I I ] I
-h-i-f--l-+-k--f-kfi-'-hq-f--l-+-h-
--I-30--i .... 1-29--i-, -i-28--i-.-P-27--I .... P26--I-~--I-25-~-- T
._l .J_ I__ LI_~ . t I L_I _j_ I__ I_.L_I
F! T q ! F-T-~]-'! F~ T
Iii Iii Iii lit I [ I I I i I
.-~-~-+- -~-T-~- -+-F~-, -~a-+- -~-T-~-+-F4-,
I I I f I I I I I 1
--1-31-1 .... F32-3-' -F33-1-' -F34-3 .... r35-1-1'-r-36-r'
._Lq_J._ -J-S-L. -z-I-J-. L-L J_±- -J-S-L- _JL_LJ_
~/4 CO~NER OF U~XlUUU CONTIIOL
Corner Name: NOR3H 1/4 CORNE~ OF SECTION 7 , Section:,
SBRPEPLS/PLSW:Morch 1994 (cLCR...SJA)
Firm/Agency, Address
Uln~nh EnglneerlnO and
Land Surveying
Vernal, U~h 84078
435-789-1017
Telephone Number:
This corner record was prepared
by me or under my direcUon
and supervision.
SE.~L ~ SIGNATURE
7 T 21,N R 111W ; 6TH II P.M. Crass index No.: E-3