HomeMy WebLinkAbout2012 A
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BOUNDARY SURVEY
LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4, PART OF THE SE 1/4
OF THE NE 1/4 AND PART OF THE NE 1/4 OF THE SE 1/4 OF SECTION 1,
T28N, R17W, TOWN OF RUSH RIVER, ST. CROIX COUNTY, WISCONSIN.
` rRICHMOPID SURVEYOR'S NOTES Note A:
The cross - hatched area that is indicated on this map may have been part of an annexation SURVEYOR'S CERTIFICATE: d,
I, JOSEPH W. GRANBERG, REGISTERED IC the Village of Baldwin. It would appear that it was intended to be annexed because of ; U
er line and manhole shown hereon. However, the annexation WISCONSIN LAND SURVEYOR, HEREBY CERTIFY V111 1;
the location of the sew
description is not clear as to the "exact" boundaries of the proposed annexation. Also, THAT BY THE DIRECTION OF BALDWIN AREA / ~'•p•
some of the cross-hatched area is subject to easement of use by others. MEDICAL CENTER, LLC., I HAVE SURVEYED THE ; 47, • LANDS SHOWN HEREON IN ACCORDANCE WITH ' u'c
Note B: There is some question as to the ownership ofthis area. The title commitment CHAPTER A-E7 OF THE WISCONSIN STATUTES
and the deed from Vol. 1649, Pg. 253-254 does not convey this area to Pearson. However AND THAT THIS MAP AND DESCRIPTION ARE A
on a deed from L.S.P.I to Pearson ( Vol. 1835, Pg. 01 ) itapparently does convey the parcel TRUE AND CORRECT REPRESENTATION TO
to Pearson. It is questionable whether L.S.P.I had title to this parcel to be able to convey it SCALE OF THAT SURVEY.
Note C:
Existing utilities shown (not complete) are based upon visual observations during the DETAIL A
boundary survey. r
N1/4 COR. I ASPHALT
T'7 NE COR.
SEC.1 sec.1
FOUND SM (BASED
W NAIL
N l)~}0(LG~~ I ( G'~~ I ~ COUNTY
ao 9GJC'll° II ~C41 G CJ9G?nvvP~~~ 7C7 'CEGa~; - cooRDS>
a)
C,4 a I N 1u~G~EL "+v am- E'L~
N - N89'54'39"E U-1 I _ _ :aL N89'54'39"E -
~T 1032.73' 00 - - 768.87' C
ih Lri
70
LORTH LINE OF THE S 112 OF THE NE 114 6' M) C2 _ ~''Cr. = l as M OUTBUILDWM O N
PARCEL DESCRIPTION -7 89'54'39"E z DETAIL "B" -255.50' " iv
C.4 C,
n
S of NE V4 of Section 1-28-17 EXCEPT part to Phillip L. Nelson in 70, 750,00' ~ - - ^
Vol. 409, Page 448 and EXCEPT partto William Geurkink in Vol. i' T4 ENORWELL xr j - 589'54' W N
427, Page 360 and EXCEPT part to Willard L and Bernice Kimberly I N" arm I_ ' I CD
in VoL 417, Page 348 and EXCEPT partto Eugene G. and Lorraine C:"D } ~a I g'O'L ra y~ N
0. Pribnow In Vol. 423, Page 214. O C4
- I~ W
pin I -
Northeast Quarter of Southeast Quarter (NE Y. of SE Y. of Section -;E
1 -eight O 28 North, Range Seventeen 17 PROPERtt N O X17 mlI
, Township Twenty I C I U-)
One
West EXCEPT port to Sunray DX Oil Company In Vol. 414, Page LINE
_ °
r~ 3 309 and EXCEPT part to Robert N. Walker in Vol. 542, Page 382. I r
aa~; N89'54'39"E
N TOGETHER WITH the South 25 feet of Certified Survey Map in Vol. Co Co DETAIL C `V 255.50' I~
rn M z 2. Page 312, being part of said Northeast Quarter of Southeast a j I a --ii ~ WELL S b
: ' N M zi Quarter (NE 1/4 of SE of Section One (1), Township Twenty-eight o Z o Z o PROPERTY J i .
ss;l :L (28) North, Range Seventeen (17) West, further described as m I m S-V
follows: m m O „ sF' Wb ,I IKs:
(7, co
m m= ',HL D / N N I s
HYDRnrrr=z o Commencing at the N'h/4 Comer of said Section 1; thence I a M ~D 5- N
FROM LINE in I Imo.
S00°29'23"E 1308.33' along the North - South 14 Section I i n e of said DETAIL ..D.~
o Section 1 to the n o rthwe st co mer of the SW Y4 of th e NE Y4 of said _ I
Section 1; thence N89°54 39"E 1032.73' along the north line of said 589'24'32"W - I I:
SW Y, of the NE Y, ; thence S00°33'09"E 145.00'; thence 25.00'
N89°54'39"E 750.00'; thence N00'33'09"W 145.00'tD the north line THIS PARCEL CONTAINS' `
of the SE Y, of the NE Y, of said Section 1; thence N89°5439"E 4,134,668 SQ.FT. SO-35'28"E 294.31' . °
768.87' to the westerly right-of-way line of State Trunk Highway
(94.92 ACRES) 9.87' N89-58'43°W
Wtl4 COR. "63"; thence S00°35'28"E 213.00' along said westerly right-of-way W---
SEC. 1 line; thence S89°54'39"W 255.50'; thence SOO°35'28"E 270.00'; - Etl4 COR.
(PK NAIL thence N89°54'39"E 255.50' to said westerly right-of-way line; I d et SEC.1
SET AT thence S00°35'28"E 522.29' alon said westerly right-of-way line: rD
COORD. t~ r,1 a ° ~S (BASED
COUNTY 9 y 589.51'30"W 5262.58' t" IRON PIPE FOUND
4' thence S89°24'32"W 25.00': thence SOO°35'28"E 9.8T; thence N05.25'22"E 1.22 . (n N ON
HYDRANTm2 FROM COMPUTED POSIT ON N O COUNTY
PosmoM FROM UNE) N89°58'43"W 294,31'; thence S00°2T44"E 296.41'to the east - 1317.48' to F COORDS)
t west quarter section line of said Section 1; thence N89°51 W'E SEPTIC TANK
2627.62 S89'51'30"W 2634.95' SMIOVENT 290.69
L~ T 110.34' along said east -west quarter section line; thence
%4 . co
S00°35'39"E 189.67'; thence N89°55'07'E 122.12'; thence LAST-WEST 114uNE N89'51'30"E 16 Lr)
t` I SOO°44'37"E 25.00` thence S89°55'07'W 106.74'; thence 110.34' 00
Lrj S00°44'37"E 477.23' to the northerly right-of-way line of Interstate ✓ !-b
Highway 1-94"; thence S47°48'21 "W 591.10' alon said northerly j~ , J N
" 9 VN-'?I17 LP TANK 1
LN right-of-way line; thence S85°12'08"W474.41' along said northerly
rightof-way line; thence northwesterly along said northerly m eta - N
3 i right-of-way line 132.76' along the arc of a 5509.58' radius curve a -~+°d r I N
concave to the northeast whose chord bears N73°58'40"W 132.76' o z
N i~ to the the west line of the NE % of the SE 14 of said Section 1; -4 o SEE NOTE 'A W J W
rn thence NO0°39'03"W 1089.41' along said west line to the east- ~~C_~ m REGARDING :
0 I N west quarter section line of said Section 1 to the southeast comer of P~ I M POSSIBLE r71
Z said SW Y, of the NE Y, ; thence S89'51 '30"W 1317.48' alo the 3 M ANNEXATION
N ng - g n ;Lg I 00
south line of said SW Y4 of the NE % to the said north - south quarter
section line of said Section 1; thence N00'29'23W 1313.25' along ° G
said north -south quarter section line to the point of beginning, rot co
\ I containing 4,134,668 square feet ( 94.92 acres) more or less and 0 ~o
\ being subject to any easements, restrictions or covenants of record. DETAIL 'F .
Curve Table
\ 6 . 1 Curve # C1
_,.c1h Length 132.76' SE COR.
Radius 5509.58' SEC.1
Chord Direction N73° 58' 40"W o~ FOUND SM
( \ Y Chord Length 132.76'
REF I ' ' i N74°40'05"W NAIL
Tangent (In) \ I `~RFNCE \ ` Tangent (Out) N73°1 T1 5"W
pd
\ \U!y` Cj;a' urn \ \ Central Angle 1°22'50"
SI/ C4 OR. 474.41'
SEC.1 -__S85'12'08 W DETAIL "E"
FOUND SM
NAIL A V U~EC UGt9 - _
\ _ I Y OL. 21106,; PQ. )
LEGEND:
SUBJECT TO ~
- - N89'5502E EASEMENTS FECGP.DED \
J-,~
FOUND ALUMINUM COUNTY };IeTIIIG 61TI,I; II;.;p:_IS EGGE
)
SECTION CORNER MONUMENT 12212' IN vol. t275 Pc \
FOUND 3/4" DIAMETER 44'37"E
REBAR EXISTING CURE AMU Gl1TTEP.
25.00' )
11
FOUND 1.5" OUTSIDE
DIAMETER IRON PIPE 106.74
EXISTING OVERHEAD F LFCTRiC
LINE * NOTE: THERE IS A SURVEYOR'S REPORT - S8955'02"W RAILROAD SPIKE FOUND
FOUND 1" OUTSIDE THAT ACCOMPANIES THIS MAP. PLEASE READ PRiN8C2°'31"W 0.45
1
DIAMETER IRON PIPE REPORT FOR MORE INFORMATION REGARDING 1M COMPUTE['. POSITIGN'
fi ryl'
EXISTING HYDRANT THE SURVEY AND INFORMATION ON THIS PARCEL ( T;Ir, iuvoaM now vruM
FOUND RAILROAD SPIKE on;EFs
FOUND 3/4" IRON PIPE °M EXISTING MANHOLE "`~"~"~'s~'`J,
® PROJECT: FL7'ISION DISC. STAFF D:\TE LAND
EXISTING POWER POLE (Pearson Property Acyulstttion) 0.ELWED FOP, /Mi 12/'_9/12
SET 1.25" OUTSIDE
DIAMETER BY 24" LONG Baldwin Ara Medial Center, Inc REVIEW SCALE IN FEET S SOLUTIONS
G
IRON PIPE, WEIGHING 1.58 EXISTING TELEPHONE PED 730104hAvtnue
Baldwin, WI S.+CG2 0 150 300 N
LBS. PER LINEAR FOOT [Fi EXISTING ELECTRIC PED OV"NFY I1~LS 1" = 300 1235 COUNTY RD'E°
OR TRANSFORMER NEW RICHMOND, WI 54017
CHECK111 EY )V~rG PH. 715-246-7529
--r- FENCE THE NORTH-SOUTH 1/4 LINE OF PH .651-334-33%
DnTG 13/25/12 SECTION I BEARS N00.29'23"W AS
OWC rIIF_ 131-531dwin Medical - REFERENCED TO THE ST. CROIX BOLQVDARY SURVEY
COUNTY COORDINATE SYSTEM
F.F.F FILE 135 W.C.C.S. NAD '83 ('91 ADJUSTMENT)
Sr= NO
J"r. NUXio1MR 134
10F1
~F
N . I z
SURVEYOR'S REPORT
December 27, 2012
The following Surveyor's report is for a boundary survey that was completed on part of the southwest quarter
of the northeast quarter, the southeast quarter of the northeast quarter and the northeast quarter of the
southeast quarter of Section 1, T28N, RI 7W, Town of Rush River, St. Croix County, Wisconsin.
The Baldwin Area Medical Center is intending to purchase all property noted above currently owned by
Richard & Jean Pearson. During the course of this survey it was quickly determined that there were at least 3
possible positions for the E Y Comer of Section 1. The positions were far enough apart to cause much
concern over the retracement of both Section 1 of the Town of Rush River and Section 6 of the Town of Eau
Galle to the east. At the time of this survey there are at least 2 other surveyor's working in this area that were
having to deal with the same issue. The County Surveyor ( Brian Hailing ) looked at the available evidence
and history associated with this corner and made a determination as to the location of the E % Corner. The
location determined by the County Surveyor agrees with the previous survey of this subject property
completed by Doug Zahler of S & N Surveying in February of 2003.
In 2003 Mr. Zahler retraced a survey of the northern part of the subject property done by Steven Waak of
Cedar Corporation. Mr. Waak had marked the corners of the northern part of the property with s/" iron rebar
according to his calculations and Mr. Zahler found and used those monuments as part of the boundary survey
for his work in 2003. Granberg & Sonnentag Land Solutions, LLC. also found many the same monuments
and used them as part of the boundary as shown on the corresponding map.
The only visible encroachments found onto the property were minor discrepancies of fence locations as
shown on the map, a well and liquid propane encroachment onto the subject property from that property
described in Volume 417, Page 348. The well and propane tank have been in position for an unknown
number of years. And, there is a manhole and sewer line near the northwest corner of the convenience store
property that is actually on the subject property. It is unclear whether this was installed in its present location
to serve the subject property or if it was intended to only serve the convenience store and was placed on the
subject property in error.
The location of the west right-of-way line of State Trunk Highway "63" and the northerly right-of-way line of
Interstate Highway "94" were computed from the State of Wisconsin Highway Right of Way plat from Project
No. 1020-09-74. There were some difficulties associated with trying to match measurements and positions
given on the right-of-way plat. Also, the descriptions given from deed volume 2196, page 100 call off the
measurements on the plat and shaded or crosshatched areas from the plat. The coordinates given on the
plat do not correspond very well to any of our measurements taken during the course of this survey nor do
they correspond very well to other survey work done by private survey firms that have done work in this area.
Also, the coordinates and measurements given on the right-of-way plat do not match coordinates or
measurements given or maintained by the St. Croix County Surveyor's Office. The first page of the right-of-
way plat states that "right-of-way monuments are rebar and are placed prior to or at the time of land title
transfer". No D.O.T. monuments were found indicating that the title transfers had taken place. Because no
D.O.T. right-of-way monuments were found, the positions of the westerly Hwy. "63" and northerly Hwy. 1-"94"
right-of-way were derived by using what was thought and calculated to be the intended positions for those
right-of-way lines. These positions are computed from what limited and incomplete information the plat
contained combined with the actual locations of improvements associated with the newest construction of
Highway "63" and ramp onto 1294".