HomeMy WebLinkAbout3116337RECORD-
ADDENDUM- !-
Point Table
Point # Northing Easting Elevation
3116337 396057.956 615332.459 1060.96
DATUM: St. Croix County NAD83(1991)
FIELD WORK DATE:I0/5/2022
Describe any record evidence, monument evidence, testimonial evidence or any other
material evidence considered and whether the monument was found or restored though
acceptance of an obliterated locations
JULY 21_,202.2 FRAN B AND I FOUND AN ALUMINUM CAP ON THE SOUTH EDGE OF PAVEMENT IN A GRAVEL
DRIVEWAY ENTRANCE AND FOUND 3 OF RUSCH'S TIES IN GOOD CONDITION.
OCTOBER 5. 2022 FRAN B. AND I RETURNED AFTER A PAVING PROJECT ON C.T.H. S. THE ALUMINUM CAP
AND PIPE HAD BEEN REMOVED DURING CONSTRUCTION. WE FOUND THE 3 TIES FROM JULY, USING THE
PREVIOUS TIES I SET A SURVEY MARK NAIL AT THE PREVIOUS CORNER LOCATION AND ESTABLISHED 1 NEW
TIE AS SHOWN. THE CORNER FALLS ON THE PROJECTION OF CENTERLINE NORTH AND 3.5, NORTH OF THE
SOUTH EDGE OF NEW PAVEMENT.
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DOWN 3"
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C.T.H. S
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TH CAP. 0.5' NW OF
SIGN POST AND 4'
EAST OF "HENDERSON
/ f NORTH of
F/N 2237 SIGN
+ ERICKSON" SIG
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LEGEND
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SET 1" DIAMETER STEEL "SURVEY MARK" NAIL
FOUND 1--5/1 6" DIAMETER IRON PIPE
SET 5/8"X18" IRON REBAR WITH YELLOW
CAP WEIGHING 1.04 LBS. PER LINEAR FOOT
S C 0 IV S
(R.A.) RECORDED AS
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HUG ES
I Corey M. Hughes, Professional Land Surveyor, Hereby certify
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that the corner location shown on this record was determine
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by one or under my direction and control and that this U.S.
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Public Land Survey Monument Record is correct and complete to
the standards of AE-7 of Wisconsin Administrative Code tote
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best of my knowledge and belief.
�.RESEr VATION OF MONI -r--% IENTS
St;CTION 59,638 W iSCONSIN STATUTES Sys >; - �/_ 140
County.. ............. ST .RO IX
._ C_.............----_.................... ......._.----..._._..
Town.................. CYLON
Highwuy.....C.T.H.._.„S'�._...&.. C.T.H. 1101'
.......................................................
SectionNo..........33...............................................
T..-J3 ...........N. R....16..............W.............._..... .. .......
Type of Monument_..2n. X. 36" �
Iron Pi with Aluminum Cap
......................................................................
Location indicated on sketch --X--
FA
L_E CTEND
O = 1" x �a" /RON PIPE- WEIG H M
„ X a ('3" i R C)N P/ P15
1h EI&HINCT 3.G8 ladR
lea O T W) -rN %C X .,
A L 1J M 1 )\j u Nn �FENCECAP SET.
LOCATION SKETCH
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DRAWN BY: - - DATE DRAWN; o -�9 - CHECKED BY: � �s� DATE : 11
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This space for copy of field notes or ties to the above described monuments.
NSTRUCTIONS: This record shall show the location of the corner and shall
nclude all of the following nine elements (a through i).
a. Identify the corner by reference to the U. S. public land survey system.
0 = 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 corner monument is disturbed. Indicate north.
c. In the plan view drawing, provide reference ties to at least 4 witness
monuments, or, if the location is within a municipality to at least 2
witness monuments. (Witness monuments shall be 1" x 24" iron pipes).
d. Was the corner restored through acceptance of (1) an obliterated
evidence location, or, (2) a found perpetuated location?
An obliterated evidence location.
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e. Describe any record (,.'.Jdence, monument evidence, cupational evidence,
testimonial evidence or any other material evidence you considered, and
whether the monument was found or placed. Excavation may be necessary
and is strongly recommended.
Position established using old highway notes.
f. Describe any material discrepancy between the location of the corner as
restored or reestablished and the location 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.
g&h. Was the corner reestablished through lost corner proportionate methods?
If so, show the method, including the directions and distances to other
public land survey corners used as' evidence or use for proportioning in
determining the cornier location?
i . I. James w8. Rusch_, _ Count. Surveyor
(type or print name) certify that the corner
location shown on this record was determined
by me or under my 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.
avw-'6?0-4�.019-l i
/ / c? ,
-71
nature I Date
Affix Land Surveyor Seal
o
JAMES Eo
M RUSCH
S-13A
4 Hudson s
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