HomeMy WebLinkAboutGOVT lOT 1 A 2013
GS I LAND
SOLUTIONS
5
/ 1" IRON PIPE WITH LANDSCAPE BEARINGS REFERENCED TO THE NORTH LINE
OF THAT PROPERTY OWNED BY HAROLD KAECK 1235 COUNTY RD "E"
TIMBER SPIKE IN CENTERFOUND0.12' AS SHOWN HEREON, THAT LINE IS ASSUMED TO NEW RICHMOND, WI 54017
NORTHEASTERLY OF LINE B E A R N 7 3 1 9 2 4 W
41, PH. 715-246-7524
Y'• U /y PH, 651-334-3332
HOUSE 4 N
~ ~ ~ ~ rrEDtq
38.89' CORNER OF HOUSE IS
lZs APPROXIMATELY 0.06' ~Du MAP OF SURVEY
NORTHEASTERLY OF LINE LOCATED 1 N GOVT LOT 1,
SECTION 23, T30N,R19W,
7~-' (~•S,A N7 °53 ST. CROIX COUNTY, WI
° W 1333 GARAGE (P,S 3 12"W
1 A. N71 °02 314g3 PROJECT:
J 30, N~3°16?4„ w 311 SEPTIC VENT
rJ w 7') APPROXIMATELY MARK PREVIOUSLYSURVEYED
LINES IN PARTOFGOVTLOTI,
312,11' .5' SOUTHWESTERLY SECTION 23, T30N, R19W,
439OF LINE LINE RUNS THROUGH TOWN OF ST. JOSEPH, ST. CROIX
, HOUSE GARAGE CORNER COUNTY, WISCONSIN.
ENCROACHES 2,76' UTILITY POLE
CAR PORT IS A APPROXIMATELY I I LEGEND:
TEMPORARY STRUCTURE NOTE; THERE IS AN EASEMENT FOR
THE GARAGE, SEPTIC VENT AND 86,69
SEE NOTE: REGARDING DRAIN FIELD FILED IN VOL. I ® FOUND 1.25" OUTSIDE
THESE 4 MONUMENTS 1327, PAGE 422, DOC NO. 580023. I 3 DIAMETER IRON PIPE
AR OR SHED
® FOUND 2' OUTSIDE
53-22,
I DIAMETER IRON PIPE
1888,
25" IRON PIPE FOUND Q
0.33' NORTHEASTERLY c
OF LINE o Z • FOUND 1' OUTSIDE
CAR PORT 1.25" IRON PIPE FOUND o 00 co
DIAMETER IRON PIPE
ENCROACHEST 0.60' SOUTHWESTERLY o o CD Gl a
OF LINE. PIPE SET BY W m o C
HOMEOWNER c~ o c9 Q O
Np~ ~ ~ W
ANTE NI2°523 ° o Q I wl.- 0 SET 1.25" OUTSIDE
D` 8 w U) "v > Z DIAMETER BY 24" LONG
AND (P,S,A, I r w W IRON PIPE, WEIGHING
S (p'SA. N~3,0°42'IN 3S9 350 11549' o C6 Ui CD a I F1.68 OOTLBS. PER LINEAR
I I6 I n z a
NOTE: THE PROPERTY OWNER, HAROLDIFAECK, HAD STATED THAT THE 1,25" IRON PIPE DOWN BY THE BEACH AREA 40'13" 01
AND THE 1.25" IRON PIPE AT THE TOP OF THE BLUFF-HAD BEEN "RESET' BY HIM FOR THE FOLLOWING REASONS: THE W 294 j8,) (P,S.AJ ASE INFORMATION SURVEYED
PIPE DOWN BY THE BEACH WAS IN THE WATER AT ONE TIME AND WAS DISTURBED OR REMOVED. HE THEN RESET THE
PIPE AS NEAR TO THE LINE AS HE COULD DETERMINE. THE PIPE AT THE--TOP OF THE BLUFF FELL OUT OF THE BANK co' /
BECAUSE OF SOME EROSION THAT IS SLOWLY OCCURRING AT THE TOP OF-THE H LL. MR, KAECK STATED THAT HE HAD
RESET THAT MARKER AS NEAR TO LINE AS HE COULD DETERMINE ALSO. TWO NEW MARKERS WERE SET AT
THE POSITIONS SHOWN BY EXTENDING THE LINE FROM THE 2" OUTSIDE DIAMETER PIPE FOUNDAT- HE SOUTHEAST CORNER y
OF MR, KAECK'S PROPERTY, THEN RUNNING THE SOUTH LINE OF THE SUBJECT PROPERTY TO A POINT-THAT BEST FITS THE h
SCALE IN FEET
PERPENDICULAR DISTANCE OF THE ORIGINAL SURVEY OF THIS LOT AND THE SURVEY DONE FOR PREESHL TO THE SC-UTH, co
'VJP`q
THERE WAS SOME INCONSISTENCIES BETWEEN THE 1995 HARVEY JOHNSON MAP AND A MAP THAT MR. I D / AA,®~ 0' 15' 30'
rrE ~
JOHNSON DID FOR HAROLD KAECK IN 1997. THE TWO MARKERS SET ON MR. KAECK'S SOUTHERLY LINE WERE SET USING A1
`
THE BEST AVAILABLE EVIDENCE AT THE SITE,
we
THE NORTH LINE OF THE PROPERTY HAS SOME ENCROACHMENTS ALONG THE LINE. THE 1,25" OUTSIDE DIAMETER PIPES SG 01IV& HECK BY: )
FOUND AT THE ROAD AND DOWN BY THE BEACH AREA APPEAR TO BE THE ORIGINAL CORNERS FROM A SURVEY OF UNKNOWN e~ti C CATEREDD B BY.
^e DATE 10.18-2012
ORIGIN. THIS SURVEY MAY HAVE BEEN DONE BY GRUBB, I HAVE A MAP IN MY RECORDS, SUPPLIED BY MR. KAECK, INDICATING 7/ar Gf) NSF DWG FILE
THE DISTANCE BETWEEN THE MARKERS IS 311,7'. THE DISTANCE MEASURED BETWEEN WHAT I BELIEVE TO BE THE SAME TWO t ^ e EE11,
S-22 D5
MARKERS IS 312,11', ALSO, ON MR. JOHNSON'S PREVIOUS SURVEY, THE DISTANCES OF SOME OF THE ENCROACHMENTS ARE V~i NE6'v RICHMOND ; JOB NUMBER
SHOWN. THE AMOUNTS OF THOSE ENCROACHMENTS ARE VERY SIMILAR TO WHAT WE DETERMINED ON THIS SURVEY. WI REVISION DES1. STAFF DATE
^o` ,/k- - II MEASED FOP, 1M5 10/18/12
REVIEW
NOTE; THE TERMS OF THE AGREEMENT FOR THIS SURVEY WERE TO MARK THE LINES OF THE PREVIOUS SURVEY DONE BY MR.
Ey~l1
JOHNSON SO LONG AS THE MONUMENTATION AT THE SITE FITS THE PREVIOUS MAP DONE BY MR, JOHNSON, THE PURPOSE OF s~(1-'
THIS SURVEY WAS NOT TO CHECK WHAT MR. JOHNSON HAD DONE PREVIOUSLY BUT ONLY TO BETTER MARK THE NORTHERLY
LINE MR, JOHNSON HAD ALREADY DETERMINED. ALTHOUGH A COUPLE OF THE MARKERS ALONG THE SOUTHERLY LINE HAD I, JOSEPH W. GRANBERG, CERTIFY THAT I HAVE MARKED THE LINES AS SHOWN
HEREON IN ACCORDANCE
BEEN DISTURBED, EVERYTHING APPEARS TO BE AS PREVIOUSLY MAPPED BY MR. JOHNSON WITH THE EXCEPTION OF THE WITH OFFICIAL RECORDS AND PREVIOUS SURVEY INFORMATION FOR THIS
PARCEL ANDTHATTHIS MAPAND
DISTANCE GIVEN ALONG THE NORTHERLY LINE AND THE TWO WESTERLY MARKERS ON THE SOUTH LINE. THE JOHNSON MAP / DESCRIPTION ARE A TRUE AND CORRECT REPRESENTATION TO SCALE
THEREOF.
SHOWS THE DISTANCE AS BEING 2.82' LONGER THAN WHAT WAS MEASURED FOR THIS SURVEY. YET THE ENCROACHMENT
DISTANCES APPEAR TO BE THE SAME, IT IS APPARENT THAT THE SAME EXISTING MONUMENTS WERE USED TO DETERMINE THIS / STAKING OF PREVIOUSLY
LINE ALTHOUGH THERE IS A DISCREPANCY BETWEEN THE DISTANCE DETERMINED ON THIS MAP AND THE DISTANCE MEASURED SURVEYED BOUNDARY
ALONG SAID LINE BY MR. JOHNSON. SHEETNO
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-97 Section corner monument, Aluminum. ~
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e I'' Iron pipe found, f3
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1 1/4' Iron pipe found,
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Property lines descripted in Vol, 536, I'\ \ ~63'p0
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467, document #332724,
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SW CORNER
SECTION 23 NOTE SI/4 CORNER OF SECTION 23
FALLS IN BASS LAKE.
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Description ( o e , page a o u e , }ia.;)
Part of Government Lot 1, Section 23, Township 30 North, 3nge 19MOt,, d,,: ribed.~s'folIgwsF ,C'omraencmg
at, the Past quarter corner of Section 23; thence South 17,00 faet,~thence;West §,81,4 fe%,;'~thenc,e Souha,Q1 de8Tee,
hiel'
34 minutes F.ast287.9 feet to the Place of Begbu}ing; theiire North 7,~ degrees Q2 minutes West,311,7 feet tot "
shore of Bass Lake; thence South 45 degrees West 60 feet on the > aka, thesice.South'70 degrees 4~ Xrtiriutes East
359 feet; thence North. 01 degree 30 minutes West 60 feet to the-k?Iace ol"A4g[~nirig,
Together With as easement for access road from above deseril ed parcel to Tow,{ lZoao, on ti $ouih lime of said
Section 23.
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