WOODCREST HEIGHTS - SUBDIVISION PLAT7 �S
SCALE:
w • rob'
GRAPW SCALE
O' rOo•
25' 75'
N 88' 27" 30" E 6 M69
3
w
it
h
b
ti
7
WOODCRES T HEIGHTS
BEING A SUMVISION OF A PART OF THE SE 114 AND SW 114 OF THE SW 114 OF SECTION
16, AND A PART OF THE SE 114 OF THE SE 114 OF SECTION 17, ALL IN T 5N, R20E, IN THE
CITY OF MUSKEGO, WA UKESHA COUNTY, WISCONSIN.
1,10 fflygffn r-rXr MM PPE, 306 LAM PER 7) AFO dTWX-7falE OF ANY 10 &'*U ME PE1lN/rM
pwr E W1THN A VXSXW GCAWR *WN ENMEDS A /EKiHT
Xx24•• POiN NM, US LAM PER LMAL PWr. OF ThWE (3) FEET ABOVE THE ELEVATAON OF TIE
AT ALL OTHER LOT OPRAERS. OVTERSECTJON, FAC PT FOR AECE3S4RY hWHW1Y
I %L DMSTANCES 70 THE NEAREST CtOr Ally TRAFFIC 36M. PLOLIC UTEITY LAGS AAO
�1 ALL 6EARNMGS AIIE RIEFERR£D 7t� �sAID AIOMrTN GF OPEN FEAK.'E3 ThWO�UCsH WNKN 7W E 13 CLEAR
IYORTIIMEST (,10MNE1P Thr WISCON3W STATE PILAAIE CO-OIRDkWATE 3Y3TE11R RWTTTED WINCH 0139CIAiPE3 34FE 3NALL ANY PLANTAIATBE
OF 7W
CL SOUTH 101A
SW 114 16-5-2
6"x6" CONC. MONUMENT 6) ALL AREAS ARE � 77+E 11wAREar 3olAulE PODr APPPRGING7ES 70 THE wTERSEC:TAGIAI.
6) VEhYCULAR NWfvRE33 AAb EGRESS 70 RACAIE AVEMIiE �CT. DENOTES COi�WT.
(C. T H "Y') FRAM ANY L073 AV ThRS &MOWSM 1S ! DR: DEA+O?E3 DRIVE.
PR0MTED:
METROPOLITAN ENt3INEE9 INC.
POL 14141-4ft-94S9
F.
BE 114 16-5-20
17-5-20
WC0000301
i
F P•s �•
Wo= R+G14D
VNCII'WTY SKETCH__
I
I
N Or 4r 06' E 173T.70 mftw
r 2 5a316.00
Q0120 184.53 49 17V.43 „ E
W. DRAROW EASEMENT 1 io Idw'��1 IO' 1 � AJEAENT b. , ��MEMNT
M
1 IJ 14 ��rrs�►13tFJ 47 34) AE1Vr `r.\ M043 3.Fj 1
� 1 rr
1 It
1
+ '.
4
_k#VLArge LAICIS
Ip $ I Z 04 % ✓s ,�, 1 +R 7 t4 for.74 sFJ \ na p
410 7522
ftJ 4 3.FJ zt 275..22
to
,► E � 2r5 13 Mar 1w ts` w
r � � � �• � w ail
S 22 tin r► ftam 3fj "ri Z �- E •
yl A tr 20 37a Wi1R 1 h�4s4 3EASE).FJ. 137.*1 " 1107 W �• sr
� LPL �• !!!!4 oor too YR: �► T 9 6 t � 10 12 � .�f
OUTLOT 1 � � � �T' � le �3 " 4 1�.41 " _ '`k• �� � � hso�' 3fJ � � him �FJ W ! N`� i
144a.�4 FJ 83 7u J r CXMVE6"43Fj
ii � V 0 4 /! _ V ,� !4 ►maw cia%"
(10.3r4 Acl (a.sss Ac _ _ 4r t I
(DlEnrr.A77<7s m -6 N pa- 12 Z hs.Msr 3FJ �► *- _ i i
r� 1 �• ` � h7,t3! 3�FJ '� � � z , 30 1 "1318 �� �� �
�� arr aF �trtsx J 1 ISQ.� ; V O o`° � 30' N 87- 47 3a w
WK91ccNm BELL I !T 101 V) r f5s.93 1 t 8
EASEMENT (I6,s�s 3 FJ Q d z 133 v� ' 1 2 •7- - 7
30' N 75. OOD
3�x 106.43` 10. 150.00 N,13:Arm w
Y77
100� g g f11S.o3 J 3F JD• 30' s�. �� �1
�» JEAN % , o 1000° a � 33 8 ]k Ov773.FJ Q� �
/ I x help 095 00 " g 3 8 32 t. A�41r sFJ' N AM- 4r W w Z "era" lcorerr>! t 3 r. + i
/ N, �• I10•); iy /30.00 �' `iA
il
1 3o FT. ►IIISRES.S . �r Iz3.00 `�2a 37tM 3 _ �y f.0 Ow $ i1sow 3rJ p S 8 S Q+ 1
/ X FT.S EASEMENT ` SEWER 7- '� o- E - -'$ h g (13,l77 J FJ
1 %IEASE,uE�vr -% 24 Q N W oar 1s91O 9 - a� 1 i
1p.o t 23 15 - "A ca jur) 37 j* N ar 4r W w � 1507
y i
3 22 f hs,�s 3FJ 15QOO 3
g7.61 ro. 37mw SEWER 10 (I ms 3,rJ h!lOOC 9FJ z Q , . ,� N aT• �7 �- w
1 CASEMENT ., 1 110.
a
2/ �1 $ � 21oao ry ' V �n� J �, �rsa� ��? 6) ft,a7� J - , 8 42 t
3 19 20 F (r;sro &FJ + Jss. W N 75' 58 0� b 1 �7 W p " .ij + .. Al - (I"J,177 �FJ
/ S 88' 31' 29" W 67a 75 �h O p' _ W
3FJ Ar.3ar! &!D-�{� 4097048 $ 25 Z -JI P 33 ,� DARC '* 47 7
O $ V p. Lh I , h�sao 3FJ f� 13e w N lasso s.FJ ti 14 .�_ +T'g_ 4w N 97• �7 3.� w I
u - $ 3v 4acoo ►4. *� �r. 3 75 a 14 COURT N�00 �:. -' R 4/ $ 1
Calve _L*P"TTFD «� C ,s6.72 60.00 145. 8722r W N 77.. cd 30. s IF 2B 4 4�r $ $ hs,177 3FJ
/ - .. S W34�r' W 20�00 144%77 . _ Ise '4 �6 3 j
S 1 •t" Z R7deM �� ` ( 9f) M IS 13.t 77
M00 S aT74Y3" EASEMIENr �,b. ip dw sort = � 4 � • 60.00 r5r77 I
�r ■inTaw�r .SEWER 0
9/z0wr
REvwp rm lrrH Aw of 0cmw wr
To IL-1
h h
x;
awrhwsr OOm"
SW 114 16-5-20
N 32s 73 7.24
E 2.495,974.74
8" x6" CONC. MONUMEENT
MAIN CURVE DATA
CURVE RADIUS ARC CHORD I 1/2
1W
173.56
234.44
217.02
77.
23'
38"
38.
41'
49"
1CL
143.56
193.92
179.51
77'
23'
38"
38'
41'
49"
lE
113.56
153.39
142.00
77.
23'
38"
380
41'
49"
2N
590.82
167.43
166.87
16.
14'
12"
8'
07'
06"
2N
590.82
113.18
113.0.1
10.
58'
34"
5°
29'
17"
2N(ST)
590.82
54.25
54.23
5'
15'
38"
2.
37'
49"
2CL
560.82
158.93
158f40
16'
14'
12"
8A
07'
06"
2CL
560.82
23.00
23.00
2.
20'
58"
1'
10'
29"
2CL
560.82
135.93
135.60
13'
53'
14"
6'
56'
37"
2S
530.82
150.43
149.92
160
14'
12"
80
07'
06"
3W
858.05
168.79
168.52
11.
16'
14"
5.
38'
07"
A
888.05
174.69
174.4T
11.
16'
14"
5'
38'
07"
3E
918.05
180.59
180.30
11'
16'
14"
5'
384
07"
3E(A)
918.05
49.46
49.45
3.
05'
12"
1"
32'
36"
4
60.00
43.37
42.43
41.
24'
34"
20.
42'
17"
5
60.00
275.22
90.00
262.
49'
08"
131'
24'
34"
6
60.00
43.37
42.43
41'
24'
34"
20'
42'
17"
7
60.00
43.37
42.43
41'
24'
34"
20°
42'
17"
8
60.00
275.22
90.00
262.
49'
08"
131'
24'
34"
9
60.00
43.37
42.43
41'
24'
34"
20'
42'
17"
10
60.00
43.37
42.43
41'
24'
34"
20.
42'
17'
11
60.00
275.22
90.00
262'
49'
08"
131'
24'
34"
12
60.00
43.37
42.43
41.
24'
34"
20•
42'
17"
13
60.00
43.37
42.43
41.
24'
34'
20"
42'
17'
14
60.00
275.22
90.00
262.
49'
08"
131'
24'
34"
15
60.00
43.37
42.43
41'
24'
34"
20.
42'
17"
16
60.00
251.33
103.92
240'
00'
00"
120.
00'
00"
17
60.00
62.83
60.00
60'
00'
00"
30'
00'
00'
TANG. BEARING
I le
25'
29" 1
1'
25'
29" 1
1.
25'
29" $
175.
58'
09" I
81'
13'
47" 1
75'
58'
09" 1
175'
58'
09" 1
750
58'
09" 1
78'
19'
07" 1
1 75'
58'.
09" 1
14.
01'
51" 1
14.
01'
51" I
14'
01'
51" I
5.
50'
49" 1
114.01'
51"1
1 55'
26'
25" 1
1 27.
22'
43" 1
1 11'
40'
52" I
1 53.
05'
26" I
1 29.
43'
42" 1
1 2.
12'
21" 1
1 39.
12'
13" 1
43"
36'
55" 1
1 870
47'
39" 1
50'
47'
47" I
i 46'
23'
05"
� 140
01'
51" 1
1 45.
58'
09" 1
t�Lnr7'�n
CHORD BEARING TANS. BEARING
N
37.
16'
20"
E
N
75.
58'
09"
E
N
37.
16'
20"
E
N
75.
58'
09"
E
N
37'
16'
20"
E
N
75.
58'
09"
E
N
84.
05'
15"
E
S
87.
47'
39"
E
N
86'
43'
04"
E
S
87.
47'
39"
E
N
78'
35'
58"
E
N
81.
13'
47"
E
N
84'
05'
15"
E
S
87.
47'
39"
E
N
77°
08'
38"
E
N
78.
19'
07"
E
N
85.
15'
44"
E
S
87.
47'
39"
E
N
84'
05'
15"
E
S
87.
47'
39"
E
S
8'
23'
-44"
E
S
2'
45'
37".E
S
8.
23'
44"
E
S
1.
45'
37"
E
S
8.
23'
44''
E
S.
2.
45'
37"
E
S
4'
18'
13"
E
t
2'
45'
37"
E
N
34'
44'
08"
W
N
55.
26'
25"
W
N
75°
58'
09"
f
S
27.
22'
43"
W
S
6.
40'
26 "'
W
S
14'
01'
51 "
F
N
32.
23'
99"
W
N
53.
05'
26"
W
N
78'
19'
08"
E
S
29'
43'
42"
W
S
9.
01'
0"
W
S
11.
40'
52"
E
N
18.
29'
56"
W
N
39.
12'
13"
W
S
87.
47'
39"
E
S
43'
36'
55"
W
S
22'
54'
38"
W
S
2'
12'
21"
W
S
71"
30'
04"
W
S
50'
47'
47"
W
N
2'
12'
21"
E
S
46.
23'
05"
E
S
67.
05'
22"
E
S
87.
47'
39"
E
N
74'
01'
51"
W
N
45.
58'
09"
E
N
15'
58'
09"
E
N
14.
01'
51"
W
6'aoo J �� P7 3ff,� EA r k h�arr ,! h- N 87. 47' 3.9" W 21177 1
N 1' "' 1!�
14Q100 A . �' Sr
riac s' �; I3aco s Taoo WAVAL + I
' 1 15Q 00
-, - --.� - - - - -
S 88.34031" W mloo Loo. QRANemar S 54• 59' P6" W \d
EASEMENT26
f
1 `�. Y7 1APLA77ED1A11M
SEWER � AiM
A .�
•1 3
L
x
DIE7AL " A "
( NO SCALE)
LOT
RADIUS
ARC
1
60.00
35.16
2
60.D0
61.43
3
60.00
75.65
4
60:00
66.65
5
60.00
36.33
6
60.00
29.32
7
60.00
52.83
8
60.00
56.54
9
60.00
50.36
10
60.00
60.33
11
60.00
25.84
13
60.00
80.98
14
60.00
56.63
15
60.00
56.54
16
60.00
81.07
18
173.56
174.54
19
173.56
59.90
25
60.00
61.65
26
60.00
56.65
27
60.00
70.26
28
60.00
62.77
32
530.82.
44.00
33
530.82
106.43
36
60.00
34.54
37
60.00
66.37
38
60.00
63.68
39
60.00
76.09
40
60.00
4
22
918.05
1.3 .13
LOT CURVE DATA
HORD I 112
34.66
33.
34'
34"
16•
47'
17"
58.78
5,3.
39'
36"
29.
19'
48"
70.73
72.
14'
16"
36.
07'
08"
63.28
63.
38'
S4"
31'
49'
27"
35.78
34.
41'
48"
17'
20'
54"
29.03
27.
59'
56"
13.
59'
58"
51.14
50.
26'
52"
25.
13'
26"
54.47
53.
59'
34"
26.
59'
47"
48.90
48.
05'
40"
24.
02'
50"
57.82
57.
36'
36"
2W
48'
18"
25.64
24'
40'
30"
12.
20'
15"
74.97
77.
19'
46"
38'
39'
53"
54.55
54.
04'
48"
27.
02'
24"
54.46
53'
59'
14"
26.
59'
37"
75.04
77.
25'
20"
38'
42'
40"
167.27
57'
37'
08"
28.
48'
34"
59.61
19'
46'
30"
9'
53'
15"
58.97
58.
52'
10"
29.
26'
05'
54.57
54.
05'
48"
27'
02'
54"
66.32
67•
05'
48"
33'
32'
54"
59.94
59.
56'
14"
29.
58'
07"
43.99
4.
44'
56"
2'
22'
28"
106.25
11.
29'
16"
5.
44'
38"
34.06
32.
58'
56"
16'
29'
28"
63.04
63.
22'
44"
31.
41'
22"
60.74
60'
48'
58"
300
44'
29"
71.09
72.
39'
34"
36'
191
47"
34.06
320581
'.1h
56"
16.
29'
28"
131.02
8•
N'
05„
31..
CHORD SEARING
N
NO
49'
38"
E
N
19.
17'
27"
W
N
84.
44'
23"
W
S
27.
14'
02"
W
S
21.
51'
19"
E
N
15.
43'
44"
E
N
23.
29'
40"
W
N
75'
42'
53"
W
S
53.
14'
39"
W
S
0'
23'
22"
W
S
40.
45'
11"
E
N
' 114-17'
10"
W
1 -1-6•
-69'
27"
W
S
48.
58'
32"
W
S
16`
43'
45"
E
t-
47'
09'
35"
W
,'5
8'
27'
46"
W
N
IV
32'
04"
E
N
39.
56'
55"
W
S
79'
27'
17"
W
S
is*
56'
16"W
S
78'
20'
37"
W
S
86.
27'
43"
W
S
62'
52'
33"
E
qd
27
E - so- swwZ. '•
EAWT. at •
� �� Imo•
( NO SCALE)
N
68.
56'
37"
E
N
6'
50'
46"
E
N
59.
53b
30"
W
S
67'
17'
16"
W
3
90
561.
20"1
MEET 1 OF 2
7�
WOODCREST
SURVEYOR'S CERTIFICATE
STATE OF WISCONSIN SS
MILWAUKEE COUNTY )
I, Stanley J. Potrykus, a Registered Land Surveyor, being first duly sworn, on oath hereby depose and say:
THAT I have surveyed, divided and mapped WOODCREST HEIGHTS, being a Subdivision of a part of the SE 1/4 and
SW 1/4 of the SW 1/4 of Section 16, and a part of the SE 1/4 of the SE 1/4 of Section 17, all in T 5 N, R 20 E,
in the City of Muskego, Waukesha County, Wisconsin, bounded and described as follows:
Commencing at the Southwest corner of said SW 1/4 of Section 16; thence N 0' 59' 13" W along the West line of
said SW 1/4 Section, 560.00 feet to the place of beginning of the lands to be described; thence continuing
,N 0° 59' 13" W along said West line 105.34 feet; thence S 88° 31' 29" W, 675.75 feet; thence N 0° 58' 52" W,
664.55 feet; thence N 88° 27' 30" E, 675.69 feet to a point on the West line of the aforesaid SW 1/4 Section;
thence N 88° 41' 06" E, 1737.70 feet to a point on the West right-of-way line of C.T.H. "Y"; thence S 20 12'
21" W along said West right-of-way line 833.09 feet; thence N 870 47' 39" W, 211.77 feet; thence S 2° 12' 21" W,
70.00 feet; thence N 87° 47' 39" W, 150.00 feet; thence S 54° SW 26" W, 70.38 feet; thence S 88° 34' 31" W,
550.00 feet; thence N 1" 25' 29" W, 100.00 feet; thence N 8° 55' 35" W, 133.33 feet; thence S 840 O9' 10" W,
135.73 feet; thence Southeasterly 49.46 feet along the arc of a circle whose center is to the West, whose radius
is 918.05 feet and whose chord bears S 40 18' 13" E, 49.45 feet; thence S 87' 14' 23" W, 60.00 feet; thence
S 88° 12' 27" W, 144.77 feet; thence S 88° 34' 31" W, 205.00 feet; thence S 1° 25' 29" E, 20.00 feet; thence
S 88" 34' 31" W, 156.72 feet to the place of beginning.
THAT I have made such survey, land division and plat by the direction of Harold R. DeBack and Carol J. DeBack,
Owners.
THAT such plat is a correct representation of all the exterior boundaries of the land surveyed and the land
division thereof *Wade.
THAT I have fully complied with the provisions of Chapter 236 of the Wisconsin Statutes and the Subdivision
Regulations of the City of Muskego in surveying, dividing and mapping the same.
N
iL
D..vle)24
__ff"XV
rwP"HDAWor oc MW 1"r
OWNER'S CERTIFICATE OF DEDICATION
Stanley J. Potrykus, Registered Land 5urveyor
S-500
We, Harold R. DeBack and Carol J. DeBack, as Owners, do herebycertify that we have caused the lands described
on this plat to be surveyed, divided, mapped and dedicated as representea on this plat.
Harold R. DeBack and Carol J..DeBack, as Owners, do further certify that this plat is required by S.236.10 or
S.236.12 of the Wisconsin Statutes, to be submitted to the following for approval or objection:
1) DEPARTMENT OF DEVELOPMENT 2) WAUKESHA COUNTY PARK A PLANNING 3) CITY OF MUSKEGO
As Owners, we hereby restrict all lots in that no owners, possessor, user, nor licensee, nor other person shall
have any right of direct' vehicular ingress or egress with Racine Avenue (C.T.H. "Y") as shown on the plat; it
being expressly intended that this restriction shall constitute a restriction for the benefit of the public
according to Section 236.293, Wisconsin Statutes, and shall be enforceable by the Department of Transportation,
Waukesha County Transportation and Highway Commission and/or the City of Muskego.
WITNESS the hand and seal of said Owners this 7 day of
IN -THE PRESENCE OF
ss
ss
STATE OF WISCONSIN ) SS
WAUKESHA COUNTY )
PERSONALLY came before me this 1 z?rkday of D� 0i A ,IS" , Harold R. DeBack and Carol J.
DeBack, to me known to be the persons who execute the orego in instr.ument and acknowledged the same.
EIGHTS
CERTIFICATE OF COUNTY TREASURER
STATE OF WISCONSIN SS
WAUKESHA COUNTY )
I, Dorothy L. MacDonald, being the duly elected Treasurer of the County of Waukesha, do hereby certify that
the ords in my office show no unredeemed tax sales and no unpaid taxes or special assessments as of
Z
9_ / 9 affecting the lands included in the plat of WOODCREST HEIGHTS.
Date2.
Dorothy ona reasurer—Waukes a County
CERTIFICATE OF CITY TREASURER
STATE OF WISCONSIN } SS
WAUKESHA COUNTY }
I, Jean Sanders, being the duly appointed, qualified and acting Treasurer of the City of Muskego, do hereby•
certify th t in accordance with the records in my office, there are no unpaid taxes or special assessments
as of / affecting the lands included in th lat of WOODCREST HEIGHTS.
Date
can n ers, Triasurer, City of Muskego
l
COMMON COUNCIL RESOLUTION
RESOLVED, that the plat known as WOODCREST HEIGHTS, being a Subdivision of a part of the SE 1/4 and SW 1/4
of the SW 1/4 of Section 16, and a part of the SE 1/4 of the SE 1/4 of Section•17, all in T 5 N, R 20 E, in
the City of Muskego, Waukesha County, Wisconsin, which has been filed for approval of the Common Council of
the City of Muskego, be and the same is hereby approved as required by Chapter 236 of the Wisconsin Statutes.
I hereby certify that the foregoing is a true and c9rrect copy of a Resolution adopted by the Common Council
of the City of Muskego on the day of
I f rt er certify that copies of this plat were forwarded, as required by S.236.12 on the day of r�
�C� 1987, and that within the 20-day limit set by S.236.]2.(3), no ob ecti ons to the
PT -at have been filed, all objections to the plat have been met.
�'g
Date k' •
Charlotte Stewart, VTTZTerk, City of Muskego Fri
CONSENT OF CORPORATE MORTGAGEE
STATE BANK, MALES CORNERS, a Corporation duly organized and existing under and by virtue of the lams of the
State of Wisconsin, Mortgagee of the above described land, does hereby consent to the surveying, dividing,
mapping and dedication of the land described in the foregoing instrument of Stanley J. Potrykus, Registered
Land Surveyor, and does hereby consent to the above certification of Harold R. DeBack and Carol J. DeBack,
Owne rs .
IN WITNESS WHEREOF, the said STATE BANK, MALES CORNERS, has caused these presents to be signed by Thomas
W. Hanson, its Vice -President, and Ronald A. Weick, its Vice -President and Cashier, at Hales Corners, WI,
and its Corporate seal to be hereunto affixed this day of 1988.
IN THE PRESENCE OF: r,
i
STATE OF WISCONSIN SS
MILWAUKEE COUNTY }
Tnomas W Hanson, vice-president
;�2� z0;1_1 �/
Ronalt A. Weic ice- rest n as er
PERSONALLY came before me this /V* day of 1988, Thomas W. Hanson, Vice -President,
and Ronald A. Weick, Vice-Presidentand Cashie o a ove named Corporation, and acknowledged that they
executed the foregoing instrument as such offi rs of said Corporation by its authority.
Nota 'Wisconsin
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