HomeMy WebLinkAbout2818187US
PUBLIC SURVEY._ tI La
RECORD-
ADDENDUM-
Croix CouniLa i E;i.
Point Table
Point # Northing Easting Elevation
2818187 317031.673 549346.749 969.05
DATUM: ST. CROIX COUNTY 3(1 91
FIELD WORKDATE: 9/9/2023
Describe any record evidence monument evidence, testimonial evi nc or any other
material evidence considered and whether the monumentas found or restored though
acceptance of an obliterated location.
SEPTEMBER 9, 2022 Fran B. AND 1 VISITED T141S CORNER AND RANG THE IRON PIPE 5.5' EAST OF CENTERLINE.
THE PIPE NO LONGER HAS A CAP AND HAS BEEN PAVED OVER. I SET A SURVEY MARK NAIL OVER THE IRON PIPE
5.5' EAST OF CENTERLINE. I FOUND 3 OF MURPHY'S TIES AND ESTABLISHED 1 NEW TIE AS SHOWN.
�t4's
(PINCHED TOP) DO 3" & 7'
ST ®F NORTHERLY LATE POST
'I'I' WEST OF PAVEMENT
DO ��
� �
m'y� DRIVEWAY
e
f
1000
19
A� i — — DOWN 3
5
® 25.52
cn
�
I
DOWN 6�
LEGEND
SET 1" DIAMETER STEEL "SURVEY MARK" NAIL
FOUND 1-5/16" DIAMETER IRON PIPE
SET 1-5/16" DIAMETER X24" IRON PIPE WITH
YELLOW CAP WEIGHING 1.68 LBS. PER LINEAR FOOT
RECORDED DIMENSION
I Corey M. Hughes, Professional Land Surveyor,
directionSurveyor, Hereby certify that the corner location shown on this
record was determined by me or under my i control
and that this U.S. Public Land Survey Monument Record is
correct and complete to the standards of AE-7 of Wisconsin
Administrative • • o the best of ,__ :• • eat • • belief.
PRESF` ,VATION OF M01\"'JMENTS
�ECTION 5J,635 WISCONSIN STATU x CS
CUu111V. ST. CROIX
T_ KiNNICKINN.fC
li s�tl,�►.�,y............................-...................................................................... I
Section NU.....1B,.SOUTH 1/4.............................................. � � I S__r..
rl'......��.......... -N. It ..................... W.............................................................
`I'ypt: Elf MUllurrlell t..eER.NTs N CAP .IN_2." IRON -P.I.PE--...... _.................. .......
I l.•d1 'A ilt Ir 1 �X._,_ i f10A'1'lIIN1 Q!: Ik"flV"1.1
i" IRON P1 PE SET
111 IRON PIPE SET (SIGN)
cn sB
r
u
i" IRON PIPE SET
s�
00,
19 I "IRON PIPE SET
Thin : jac;e fur culjy of tiuld notes ur- tier La the ubove de8crlbed monuments.
INSTRUCTIONS : This record shall show tkle 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.
Corner monument, restored.
b. Show a plan view drawing depicting the relevant monuments and reference
t ies which is sufficient in detail to enable accurate relocation of Clio
corner In0nument if the corner monument is disturbed. Indicate north.
C. in the elan view drawing, provide refercnce ties to at -least 4 witness
Illonumerits, or, if the location is within a municipality to at least 2
witness monurllents. (Witness inonuments shall be L" x 24" iron {pipes) .
d. Was the corner restored through acceptance of (1) an obliterated
evidence location, or, (2) a found perpetuated loeat�on? `
OBLITERATED EVID=E LOCATION
f _
tf ►�. Describe an record E,Y > y �denc�., monument evidL!nc.e, occupational evidence,
testimonial evidence"kor any other material evidence you considered, and
whether the rnouument was found or placed. Excavation may be necessary
and is strongly recommended.
NO ORIGINAL EVIDaXE vjAS FOUND.
A CERTIFIED SURVEY MAP FILED IN VOL. 4. PjiGE 1191 , DOCUMI-E T �379037,
WAS COMPLETED IN AUGUST OF 1982 BY ARTHUR WE'GERL-'R, 5-963.
IN THIS SURVEY THE WEST LINE OF THIS PARCEL WJ13 NOTED A S BEING THE
NORTH/SOUTH 1 /4 LINE OF SECTION Igo I EXT:- I7ZED THIS LINE TO THE
NORTH AND INTERSECTED TFIE LINE BETWEEN THE ILJORTH AST AITD NOZTITv EST
COtR11NERS OF SECTION 19 AND Sr,T TIC CORNER XzT TIES POSITION.
t. Describe any material discrepancy between the location of. the corner as
restored or reestablished and the location of that corner as previously
reSLorud 6r reesLaDlistied 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
:.he 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 cormer location?
NO
i. I, L AUR ENC E W. MURPHY
(type or
print
name) certify that
the corner
location
shown
on this record was
determined
by we 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.
3 1 .r lad llY'E:
])c3tC:
Affix Land Surveyor. Seal
�5 G 4 tvS
do
,= O LAURENCE 4
M W MURpyy
S 1713
.,RIVER FALLS, , S4.(,f
*--. ,.W 1 S C. •
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