HomeMy WebLinkAbout2818297U.S. PUBLIC LAND SURVEY MONUMENT RECORD
COMPUTER FILE NAME 2818297.
12/29/2008
ALUMINUM CAP CEMENTED ON A
2-3/8"X30"IRON PIPE
WEIGHING 3.65LBS/FT.,SET
FOUND A 1-5/16" IRON TIE PIPE
3/4"x18" IRON REBAR SET
PLACED A FIBERGLASS MONUMENT
SIGN
TOWN OF KINNICKINNIC
FENCE
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0' 8' 16'
1 INCH = 8 FEET
PRESE"'VATION OF MUP"'IMENTS
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L,uc:utimi iodicuted on Aetch —X— LUCA' ION SKETCH
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iNSTRUCTi ON : This record shall Show the location of the. corner and shall
include all of the following nine elements (a through i),.
a. identify the corner by reference to the U. S. public land survey system.
0 W Corner monument restored.
b. Show a plan view drawing depicting the relevant monuments and reference
ties which is sufficient in detail to enable accurate relocation of the
corner monument if the carnet{ monument is disturbed. indicate north.
c. in the plan view drawing, provide refcrc:IiCe tics to at le a6t 4 witLles5
111011Li►liernts, or, if the location is within a municipality to at least 2
witness LnonufleilL5. (Witness ► onume►1ts shall be I" x 24" iron pipes) .
d. ti4as the corner reSLured t:hr'ough acceptance of (1) an obliterated
evidence location, or, (2) a found perpetuated location?
N ...A.
K
' Describe any record 6vvidence, M011ument evidence, occupational evidence,
testimonial uv:idence*or any other material evidence you considered, and
whether the monument was fouiid or priced. Excavation may be necessary
and is strongly recommended.
0
THIS CORNER FALLS IN THE SOUTHERN BANK OF A LARGE RAVINE, THE EAST WEST FENCE AT
AT THIS LOCATION IN VIEWING IT FROM THE HILLS ABOVE SEEMS TO WANDER BAf K AND
FORTH, I USED THE STRAIGHTEST SECTIONS OF THE FENCE VISIBLE FOR A HALF MILE TO
THE WEST TO CONTROL THE NORTH SOUTH POSITION OF THIS CORNM. I USED AN EXISTING
LINE FENCE TO THE NORTH OF THIS CORNER TO CONTROL THE EAST WEST POSITION. THE
INTERSECTION OF THESE TWO LINES FITS THE APPARENT ORIGINAL LOCATION OF A CORNER
POST WHICH WAS FALLEN DUE TO EROSION. NO ORIGINAL EVIDIEgCE WAS FOUND.
i. Describe any material discrepancy between the location of. the corner as
restored or reestablished and the locution of that corner as previously
restored or reestablished by distance and direction. Show the discrepancy
on the plan view drawing under b. Show the distances between the corner
as previously restored or reestablished and (1) the corner as restored
or reestablished, and (2) to at least 2 of the witness monuments shown
on 'the drawing in b.
NONE
&fy. Was the corner reestablished through lost corner proportionate methods?
If so, show the met:hud, including the directions and distances to other
public land survey corners used as evidence or use for proportioning in
determining the- cornier location?
NO
cf
(t peg=fir pr*int name) certify that the corner
1o(A'ai,-ion shown on this record was determined
by v(e or under any direction and control and
that this U. S. Public Land Survey Monument
Record is correct and complete to the best
of my knowledge and belief.
Sibi ature Date
Affix Land Surveyor Seal
LAURENCE '.
M W MURPHY cz
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