PLUM CREEK - SUBDIVISION PLAT.r- 76 g
S� � R�sre�tc�n,�ls /A/ 8 `/4y�2
.321E►t107-IC6- dr AG,emmgwT' A�GriNa_ tiuo iN R-1630 r- /aa -..
PLUM CREEK
BEING A SUBDIVISION OF PART OF THE NE 1/4 AND SE 1 4 OF THE SW 1 4 OF SEC � % SECTION 17 TOWNSH
IP HIP 5 NORTH, RANGE 20 EAST
CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN
A I,o•
- z$
211 '
UNPLATTED !ANDS ,1 * 2a <J
-------F---- I 6�5Z A" r` � pap' / „ A
y2 1k. a t
- - - N 88' 18'0i'l, E 292.979'y2 N a 52 o N �101
2B9.547' B017,
L 6noN r� �NLOT 43
LOT 52 _� /Orr Ile'
��. N No Nit 4,086 SF $
6 3s p5~ E UNPLATTED LANDS
VICINITY SKETCH
SCALE: 1" = 2000'
0 a
N N,
C.S.M. # 6757 m rro
�a
I�
00
d a
O'er
NEc�' 6 y ' 0ti ,"
�y21 0. ai
'1N
LOT 37 �� N 6'a a'�5 Op LOT 42
O
18,887 SF rn �'� s 14,551 SFeyl
a N
goo is s o ) t;
7J�C r �9s1 N on i�►
�3'
• 3S 99.13'r .54,E W
LOT 49 a �_ �. CS2 �a to in
I C.S.M. # 1939 I 14,021 SF to _ " 1� d 00 $ 02'15'4]" y11
---- - _ o o N 88'52'14 E t` LOT 40
f - 40' 40' N 88'55'53" E o a s LOT 39 N 4 17,784 SF . ' 59.509,
( I - - - - - - - 69.160' S 88.52'14" W 6 0 155.dQ0 ��`AO 19,451 5F o
wi.00�+�rac0 133 r 120.925 N 3� N 0 15LOT 34 .340 SF v' .1�26.08" •s b'�'
I aD � b 3 3 rn 131.587' 48.523' <J V30 D6 20 2%1 b
LOT 1 �' r a LOT 48 og2'3°�, 90.055' 90.055' 1$ 1
°D 0 17,114 SF o 10 n 10 N 88'52' 14" E 1J 7 .1 A�
0 qt
°00 111.736' 9$ N 88'S2'14 E 180.110' LOT 29 o0
N i o�-F� �oNno J 14,976 SF in
z N S 88.52'14 W O o 0 LOT 32 w LOT 31 w LOT 30 x
190.181, - zl cV N 14,066 SF '.t 15,775 SF :t 16,058 SF o 0 'rn LOT 28
in Fcn �' I I to o z z LOT 33 co N iv iv n � z
18,C44 SF
I I I L07 2 3 �o LOT 47 0 14,826 SF M cv 1 n In Cq b Go y7,�
}o I j f � �� Irn 17,120 SF � � z ^ bo � o � o -- c°3.} .�6 Ss 5666ti$
W E F I 1 I a O I I_ S 88'52'14" W so Qoo H ,_ S 83'g7'4 E Z Z
L--- -- 21.507: 16.45 m
190.227' 4.137' (0 78 �+
z 1 I I c` 01 o LOT 46 / '� 75.336' 90.000, 90.01 / 1 d c�q 17,393LOT SF
I I w I in N 14,032 S / / 50583.0 '41rE g O 153.938' 0 5 89'07'46" E 200.147\. � \ ,� a � �
157.080'
I LOT 3 v Z 63. /� 000 0 o S 89'07'46" E 2$5 000' o
�43`09" 0 9•
81 o 21:504' 85.000' S 89'07'4 E 285.Q00' I zM�6�p`L 7479'36' f • 75.221 ' 20.00 95.750' 99.990, fi9.260' Q'
' I 1 56.44 � / / � �s3'o7'4s"
I ti 38 M 30•x 30, E 3 3 N
\ lAT � / Cb �- EASEMEN] I YP) A0 NER -4:
31 I 16.51 1'
LOT 21 _ o °.r a� a �' n ',> LOT 26
14,094 SF LOT 22 LOT 23 oD
N 88' 2'1 p E LOT 4 ' �' / ��y����� F 14,002 SF 14,004 SFb M o0 5 14012 SF� 22,951 SF
8. 35' I C4 14 �sdsF x� h 1�° '`� ti��� 0 S sa o -- o o � * o� �Y `'• rt+
/ . / \ ry� ,,•�; / 1� 7? 0 , cn cnl 452.499 .
N 88' 2'1 " E i 33.g9 a h 23 os9 23.E N 8717'1 E 146.929
40 000' 60,408, 63Jg /a �/ 3E �4� °' LOT 20 0g. F 98. f 02.537' 1 .s12' 82.384' 100.186�� 123.000'
�60 ��I!6k 14,270 SF w 68.718' 7�.289' 92.035. 90.535' 103.774' 166.155'
0 50 1Ga zoo I � ito , Q•27 / 3A �, o o� sp o� 'gyp , s az' ,46,. I I w
GRAPHIC SCALE I N 88't2'14" E 2 / �64g� ppp�6�. �� ��. �^��` f 40 007, E 3 i LOT 15
„ I 146 6B 2pg . � °° `" ' 3 3 a o 2 LOT SF
SCALE: 1 = 100 14
N 15 1 D 5 93a ��0 6 AR 'h �^o . n 'b M 10 iD � �I 114 018 SF b cc'
0
0 16 -A � y, LOT 19 0 � n LOT 17
I 3 Ip O 40,272 p� �'�p 14,4g0 SF LOT 1814,043 SF� po ol� I��8 1 LOT 1F��d,` p�S ` � r � � � " 14,145 SF o T o a � ��� COI,n � z
N 88°52'14' E�i'cs� �o?8 '� r o 0 20.184 4j�j ysQ/,
cV m 18,168 Sf`�r�.F` �'S0 z z I� I� 6i Ss tai �P�'%y'1
O w 8.641' r o 28 �0 , p R ti I d• �oo oQZ a� l m 8?p �y)9 Z \ z ,� sr2,j� 5.
LEGEND: I � I U}��i eri o x 17LOT 3792 5E 4 ti � p� , �r°A �`p• 11 `3� 75.000'� 5.234 92.000' 90.500'
c INDICATES IRON PIPE 30" LONG BY 2" D!A �z 3 '
0' ! Ooz ati og 1x .oF g 7 o 012 [Y
3.65 LBS. PER LINEAL FOOT. ALL OTHER O Op y 20. L 6� 6`1' ' SS) \ N 88'S2�14 E 237.918� o LOT 13
" �- Ix �0 0 `o N 88'S2 14 E - 305.000 0l -I _� 13 ao 15,741 SF
LOT CORNERS MARKED BY IRON PIPE 24 LONG I Z �z N B8'55'53" E8? 2Ss " 14 / N 'r'
BY 1 DIA. -- 1.13 LBS PER LINEAL FOOT. 0 155.538' cA /
INDICATES IRON PIPE 24 LONG BY 1" DIA I 40 o a� LOT 5 8z O N 88*52'14 E 237.918
1.13 LBS PER LINEAL FOOT (FOUND) I LOT 3 °�\ °`",r r 23,787 SF 25 51.004' 94.000' 94.500' 2S �ti S 6T3S•
17 14,063 SF o\ 34.038' �j^� ?32• s,�6� �4�•S E
a+ •''� o, 3 3 >,I W� 63.2 63•
z i ti i p1" E \-o'b's oh �.� 10 � o V) a Uj
�I 15.380' W
N 7 59, \ 0 d "� cti' ;�� �v LOT 8 i0 a c0 I� j �_o' 10'
174.p38 ! � ry�o N cv LOT 9 F. u? F M �, - '�� i� LOT 12
In I N 1o\ 70 \,nG ', LOT 6 0 o LOT 7 ,an' t\ 14,588 SFQ u? 14,104 SFP 6 po I� to `�� 'Sr
s' 8 cc O ' o `° LOT i 1 00 �120,168 SF
c I 1 ;0\ 23,885 SF N 17,338 SF b o I r
to o N o 14 106 SF1nl 4
��..: k 11 1�d, 17�94fi SF N� o!\\ �+ ^ °� r `N
I l`J--------
N o, z I \ \ \ cn
125.686' 94.005' 94.505' 120.776' " 147.278
cs �: 107.016
0 2,8 ' 18B.050' 151.319
�� � ` \ ^' 20'•STORM -SEWER 8c•DRAINAGE EASEMENT,, .
S 1,4' W. 1028.65y55E .
L c 1. 1 . . S. B�° 17' 1411 W. 1S38.170 (F E WRDE� 071.465ST' • 1034. 25) . . . .. . . . . . . . .
7' 14
01 88' 7'14\ E f'
\ \ I C.S.M. NO. I 1040
------- I ---
0
In '_ \ C.S.M. NO. 1478
N \ \ _---------_ I PARCEL A I PARCEL B
Cq
o � J L \ 'ss��m��ee+taarro�®
•CV Co a ~ I a0 � 0 NOTES: ��®� C. ®
In �NI ALL DISTANCES HAVE BEEN MEASURED TO THE NEAREST HUNDREDTH w°`� $�
oM u v L_ Q OF A FOOT AND COMPUTED TO THE NEAREST THOUSANDTH OF A FOOT. : MICHAEL W. •
N , ANGLES HAVE BEEN MEASURED TO THE NEAREST 3 SECONDS AND A
�o 4 COMPUTED TO THE NEAREST HALF -SECOND. : BUECHL
v v 3 AS OWNER I HEREBY RESTRICT LOT 2 IN THAT NO OWNER POSSESSOR e S-1106 a
,m z 2 M 'E USER, NOR LICENSEE, NOR OTHER PERSON SHALL HAVE ANY RIGHT OFF 4 ` PEWAUKEE,rn (�
a I DIRECT VEHICULAR INGRESS OR EGRESS WITH WOODS ROAD AND THAT • WISCONSIN r e
o eti a cn O INGRESS OR EGRESS BE RESTRICTED TO THE EASTERLY MOST 40 FEET e9A - rr ®®�
0 In p I AS SHOWN ON THE PLAT. ��" Y °e,yM .r`
+6' O REFERENCE BEARING:
41 18
4j 13 c THE SOUTH LINE OF THE SOUTHWEST QUARTER (SW 1/4) OF SECTION �II u
cc
co M
O 17, TOWN 5 NORTH, RANGE 20 EAST WAS USED AS THE REFERENCE ��f0��a
. W 4- Z BEARING AND HAS A BEARING OF SOUTH 88'18'06" WEST (WISCONSIN
o STATE PLANE COORDINATE SYSTEM GRID -- SOUTH ZONE)
a AS OWNERS, WE HAVE LEFT THE BUILDING PAD OF THE LOTS LOW
N U N 88'18'0G'E S 88'1a'oE'w APPROXIMATELY 18" TO ACCOMODATE THE BASEMENT EXCAVATION. IT
1342.185' 1342.185' SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNER TO
SOUTH UNE Ir SEC 17-5-20 VERIFY THE LOT GRADING RELATIVE TO THE BUILDING PAD ELEVATION
SOUTHWEST CORNER OF THE SOUTHEAST CORNER OF THE AS SHOWN ON THE MASTER GRADING PLAN.
SOUTHWEST QUARTER (SW 1/4) SOUTHWEST QUARTER (SW 1/4) ALTHOUGH ALL LOTS IN THE SUBDIVISION HAVE BEEN REVIEWED d SECTION 17. TOWN 5 NORTH. RANGE 20 EAST SECTION 17, TOWN 5 NORTH, RANGE 20 EAST APPROVED FOR DEVELOPMENT WITH SINGLE FAMILY RESIDENYTAL
CONCRETE MONUMENT W/ SRASS CAP CONCRETE MONUMENT W/ BRASS CAP USE IN ACCORDANCE WITH SECTION 236 WISCONSIN STATUTES, LOTS
328.590.96 N 328,670.51 N CONTAIN SOIL CONDITIONS WHICH MAY REQUIRE ADDITIONAL SOIL
2,490,589.48 E 2,493,272.49 E ENGINEERING AND FOUNDATION DESIGN WITH REGARD TO BASEMENT MICHAEL W. BUECHL - Wis Reg. No. S-1 106
CONSTRUCTION, IT IS RECOMMENDED THAT EITHER A LICENSED
a FOUDAT ION WHICH 13ESUITABLE TO WITHSTANDOR OTHER SOILSRTHE VARIOUDESIGN AS PROBLESEMENMS [DAT IED jT�HIISj � 2nd �tDAY OF OCTOBER, 1992
ASSOCIATEAND
FLOORS ORnTHAT SPECIAL MEASURES BE TH SATURATED SOIL (TAKEN SOIL NS ON ECONDITIOMENT WALLS SHOULD- BEvSQHOL�T td OCH 1047GJEIAY OF DECEMBER, 1992
SPECIAL INVESTIGATION PRIOR TO CONSTRUCTION a NO SPECIFIC REPRESENTATION is MADE HEREIN.
O LI
ZE
- MAIN CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHD LENGTH
CHD BEARING
CENTRAL ANGLE 1
12
TANGENT
BEARINGS
1
150.000,
60.408'
60.000,
S
79'35'33"
E
23'04'26"
11*32,15"
N
8T52'14"
E
S
68'03'20'
E
2
100.000,
40.272'
40.000'
S
79'35'33"
E
23'04'2
11*32'1
S
68'03'20"
E
N
8652'147
E
2A
100.000,
33.894'
33.732'
S
7745'55.5"
E
1725'11"
09'42'35.5'
S
68'03'20"
E
S
8728'31"
E
28
100.000,
6.378'
6.377'
S
89'18'08.5"
E
03'39'15"
01'49'37.
S
87*28'31"
E
N
8652'14"
E
3 C L
270.000'
424.115'
381.838'
N
4352'14!
E
90'00100'
45'00'00"
N
88*52'14!
E
N
01'07'46"
W
3A
270.000'
164.934'
162.381.
N
71'22'14"
E
3500'0d'
1730100'
N
88'52'14"
E
N
53'52'14"
E
3B
270.000,
221.482'
215.324'
N
3722'14
E
4700'0
23'30'OCr
N
5_T52'147
E
N
065214"
E
3C
270.000,
37.699'
37.668'
N
0752'14
E
OTGO'00'
_
04 00'00"
N
06.52'14"
E
N
01'07'46'
W
3 NW
240.000,
376.991'
339.41V
N
43'52'14
E
9700100"
4500'00'
N
Wr52'14'
E
N
01'07'46"
w
3 SE
300.000,
471.239'
424.264'
N
43'52'14"
E
90'00100'
45'00'00"
N
88°52'14"
E
N
01'07'49"
W
3D
300.000'
153,209'
151.550'
N
7414'24.5
E
2W15'39"
14'37'49.5'
N
88'52'14"
E
N
5736'35'
E
3E
300.000,
60.100'
60.000'
N
53'52'14"
E
11'28'42"
0.744'21"
N
5936'35"
E
N
48'07'53'
E
3F
300.000'
185.992'
183.027'
1N
30'22'14"
E
3531'18"
1745'39"
N
48'07'53"
E
N
IZ36'35"
E
3G
300.000,
60.100,
60.000'
N
06'52'14'
E
11'28'42"
05'44'21"
N
IZ36'35"
E
N
01'07'53"
E
3H
300,000,
11.838'
11.837'
N
00'00'03.5
E
02'15'39"
01'07'49.5
N
01'07'53"
E
N
01'07'46"
W
4 C L
300.000,
356.047'
335.516'
N
3752'14
E
68'00100"
3400'00'
N
0V07'46"
W
N
6652'14"
E
4 NW
330.000'
391.652'
369.067'
N
3752'14'
E
68'00'00"
3,:00'00"
N
01'07'46"
W
N
66'52'14"
E r
4A
330.000'
354.110'
337.363'
N
2736'41.5"
E
61'28'55
30`44'27.5".
N
01'07'46"
W
N
60'21'09"
E
4B
330.000'
37.542'
37.522'
N
63'36'41.50
E
06*31'05"
03'15'32.5"
N
60*21'O9'
E
N
6652'14!
E
4SE
270.000'
320.442'
301.964'
N
3752' 14"
E
I Eroo,00"
34'00'00"
N
01'07'46"
W
N
66.52* 147
_
5
30.000,
25.232'
24.495'
S
47*13*27.5"
E
48*11'23"
24'05'41.5"
S 2T07'46"
E
S
71'19'D?"
E
6
60.000'
289.424'
80.000'
S
6552'14
W
27622'46"
138*11'23!
S
71'19'O9"
E
N
25'03'37'
E
7
30.000,
25.232.'
24.495'
N
00'57'55.5'
E
48'11'23"
24 05'41.5'
N
25'03'37"
E
N
2,='46'
W
8 C L
1500.000'
157.080,
157.008'
S
86'07'46"
E
06100'00"
03.00100'
S
83'07'46"
E,
S
81707 4.5'
E
8 N
1470.000'
153.938'
153.868'
S
86'07'46"
E
06'00'00"
03'00100"
S
83'07'46'
E
S
89'G7'4E'
E
8 S
1530.000'
160.221
160.148'
S
86'07'46"
E
06'00'00"
03'00100"
S
8,T07'48"
E
S
$9'f7'4-E'
9
30.000'
36.929'
34.641'
N
55'36'22"
E
70'31'44"
35'15'52"
S
89'07'46"
E ;
N
27 2G'3:'
10
60.000,
262.353'
97.980'
S
34'23'38"
E
250'31'44"
12615'52'
N
20'20'30"
E
N
89'07'Z?
w
11 C L
330.000'
316.777'
304.754'
S
63'37'46"
E
55'00'00"
2730'00"
S
36'07'46"
E
N
88'S2"
11 NE
300.000,
287.979'
277.049'
S
63'37'46"
E
55'00'00" •
2730'00'
S
36'07'46'
E
N
8aE21,4'
-
11 SW
360.000'
345.575'
332.459'
S
63'37'46"
E
55'00'00"
27*30'OT
S
36'07'46'
E
N`
12
30.000'
25.232'
24.495'
N
6446'32.5"
E
4Y11*23"
2405'41.5
N
88'52'14'
E
N
4.74c,
13
60.000'
289.424'
80.000'
S
01'07'46"
E
27622'46"
138'11123
N
40'40'51'
E
,;
42, 5A_'23'
sf
14
30.000,
25.232'
24.495,
N
67'02'04.5"
W
48'11'23"
2405'41.5
N
4256'23'
W
S
az_2'•4:•
•R
15
100.000,
40.272'
40.000'
S
77'20'01'
W
23'04'26"
1 V3213"
S
8TE2'14'
Mt'
16
150.000'
60.408'
60.000'
S
7720'01"
W
23'O4'26"
11'32'13"
S
65'47'4-'
W
S
?rr52'' 44'
IV
17 C L
488.130'
176.120'
175,166'
N
11'24'17.5
W I
20'4O'21"
10'20'10.5
N
21'44'2T
'A
`,
W
17 E
448.130'
176.359'
175.223'
N
1720'34"
W I
2732'547
11'16'27'
N
23-37'C'.-
K
N
01'34'07'
W
LOT CURVE TABLE
LOT NO
MAIN CURVE
RADIUS
ARC LENGTH
CHD LENGTH
CHD BEARING
CE's'-- zr,3;,lR_E ',"
'; '2
LOT 1
3
300.000'
118.938'
118.161'
N 70'58'03'
E
2Z42'So
11'21'28'
LOT 1
11
360.000'
48.496'
48.459'
S 39"59'19"
E
07.4.3105
0351'33"
LOT 2
3
300.000'
34.271'
34.253'
N 8635'52.5 E
06';2'43"
03'16'21.5'
LOT 2
15
100.000,
40.272'
40.000,
N 77*20'01"
E
23'0,L'26"
11'32'13"
LOT 2
16
150.000'
60.408'
60.000'
N 7720'01'
E
23104•126'
11'32'13"
LOT 3
17
448.130'
93.448'
93.279'
N 07'02'33`
W
1 i'56'52'
0558'26"
LOT 4
17
448.130'
82.911'
82.793'
N 18*19'0O"
W
10-36'0Z'
Of18'01"
LOT 5
11
360.000'
82.025'
81.848'
-S 57=30.5'
E
13'03'17'
06'31'38.5"
LOT 6
11
360.000'
82.025'
81.848'
S 63'25'47.5"
E
1703'17"
06'31'38.5'
LOT 7
11
360.000'
82.025'
81.848'
S 7629'04.5"
E
13'03'17'
06*31'38.5"
LOT 8
11
360.DOO*
51.004'
50.961'
S 87'04' 14.5'
E
0607'03"
04 03'31.5'
LOT 11
14
30.000'
25.232'
24.495'
N 6702'04.5
W
48'11'23'
2405'41.5"
LOT 11
13
60.000,
63.227'
60.341'
N 73'07'41'
W
6O'22'36"
30*1111T
LOT 12
13
60.000,
56.842'
54.740'
S 4T32'36.5
W
5416'4T
27'08'24.5"
LOT 13
13
60.000,
56.842'
54.740'
S 04 4-4'12.5*
E
54 16'49"
2T08'24.5'
LOT 14
13
60.000'
56.842'
54.740'
S 59'01'01.5'
E
5416'49"
2708'24.5'
LOT 15
13
60.000'
55.671'
53.696'
N 6T15'42.5'
E
53'09'43"
26'34'51.5'
LOT 15
12
30.000'
25.232'
24.495'
N 64'46'32.5"
E
4T11'23"
2405'41.5"
LOT 18
11
300.000,
75.000' 1
74.805'
S 83'58'03"
E
1419'26'
07*09'43"
LOT 19
11
300.000'
128.500'
127,520'
i S 64 32'05'
E
24'32'30'
1716' 15"
LOT 20
11
300.000'
84.479'
84.200'
S 44' 1 1'4T
E
16'08'04"
08'04'02'
LOT 20
3
300.000,
95.730'
95.323,
N 38'59'2e
E
18'16'58"
OT08'29"
LOT 21
3
300.000,
90.262'
89.922'
N 21' 13'4 "
E
1 T 14'20'
08 37' 1(f
LOT 21
8
1530.000'
85.000'
84.989'
S 8443'15.5
E
03'10'59"
01'35'29.5
LOT 22
8
1530.000'
75.221,
75.214'
1 S 8743'15.5'
E
0749'01"
01'24'30.5'
LOT 25
10
60.000'
16.511'
16.459'
S 8259'13.5*
W
15'46'01'
07*53'00.5"
LOT 26
10
60.000'
56.842'
54.74-0'
S 4757'48.5'
W
5416'49"
27'08'24.5
LOT 27
10
60.000'
56.842'
54.740'
S 0619'00.5'
E
54'16'49"
27*08'24.5'
LOT 28
10
60.000,
56.842'
54.740'
S 60'35'49.5"
E
5416'4T
27'08'24.5'
LOT 29
10
60.000'
75.316'
70,467'
N 56'18'OS"
E
71'55'16"
35'57'38'
LOT 29
9
30.000,
36.929'
34.641'
N 55'36'22"
E
71731'44"
35'15'52"
LOT 32
8
1470.000'
75.336'
75.327'
S 8T39'40.5"
E
02*56'11-
01'28'05.5
LOT 33
8
1470.000'
78.602'
78.593'
S 84'39'40.5'
E
0,703'49"
01'31'S4.5
LOT 33
3
300.000'
11.838,
11.837'
N 0700'03.5
E
0715'39"
01'07'49.5
LOT 35
4
270.000'
47.000'
46.941'
N 03'51'26.5
E
OT58'25'
0459'12.5"
LOT 36
4
270.000'
150.000'
148.078'
N 24 45'35"
E
31'49'52"
15,54*56"
LOT 37
4
270.000'
123.442'
122.370'
N 53'46'22.5"
E
26'11'45'
13'05'51.5"
LOT 38
7
30.000,
25.232'
24.495'
N 00'57'55.5"
E
48'11'25*
24'05'41.5"
LOT 38
6
60.000'
66.228'
62.917'
N 06'33'41" W
63' 14'36"
31'37' 18"
LOT 39
6
60.000,
56.842'
54.740'
N 65'19#23:5"
W
5416'49"
2T08'24.5
LOT 40
6
60.000,
56.842'
54.740'
S 60'23'47.5"
W
5416'49"
2708'24.5
LOT 41
6
60.000'
66.316'
62.991'
S 01'35'34.5"
W
6T19.37"
31'39'48.5"
LOT 42
6
60.000'
43.196'
42.269'
S 50'41'41.5"
E
41*14*55"
20'37'27.5"
LOT 42
5
30.000'
25.232'
24.495'
S 47'13'27.6'
E
48'11'23"
24'05'41.5"
LOT 44
2
100.000,
6.378'
6.377'
S 89'18'08.5
E
03,39,15"
01'49'37.5"
LOT 44
3
240.000'
133.000'
131.305'
N 775941.5'
E
31*45*05"
15'52'32.5'
LOT 45
3
240.000'
128.220'
126.700'
N 41'48'50.5"
E
30'36'37"
1518'18.5*
LOT 46
3
240.000'
115.771'
114.652'
N 1741'23" E
273818"
1 T49,09"
LOT 49
4
330.000'
17.000'
16.998'
N 00`20'47' E
02'57'06'
01'28'33"
LOT 50
4 1
330.000, 1
90.000' 1
89.721'
N 09'38'07' E
15'37'34"
0748'47"
LOT 51
4 1
330.000'
81.370'
81.164'
N 24'30'44 E
14'07'40'
07*03'5T
LOT 52 1
4 1
330.000'
165.740'
164.003'
N 45'57'51.5
E
28'46'35"
14 23'17.5"
OWNER: PLUM CREEK, INC., 11501 W. North Avenue Wauwatosa, Wisconsin 53226 (414) 771-6080
This instument prepared by KALVIN K. KLIMECK, P.E. of PIONEER ENGINEERING 221 Fremont Street
Watertown, Wisconsin 53094 (414) 261--1242 under the direction of MICHAEL W. BUECHL, R.L.S.
of MICHAEL W. BUECHL INC. 233 Oakton Avenue Pewaukee, Wisconsin 53072 (414) 691-4444.
SHEET I OF 2 SHEETS
as7
PLUM CREEK
BEING A SUBDIVISION OF' PART OF THE NE 1/4 AND SE 1/4 OF THE SW 1/4 OF SECTION 17, TOWNSHIP 5 NORTH, RANGE 20 EAST
CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN
SURVEYOR'S CERTIFICATE:
1, Michael W. Buechl, a registered land surveyor, being duly sworn on oath, hereby depose and say that I
have surveyed, divided, and mapped PLUM CREEK, being a subdivision of part of the Northeast Quarter (NE 1/4)
and the Southeast Quarter (SE 1/4) of .the Southwest Quarter (SW 1/4) of Section 17, Township 5 North, Range
20 East, City of Muskego, Waukesha County, Wisconsin, bounded and described as follows:
Commencing at the Southeast corner of said Southwest Quarter (SW 1/4); thence South 88' 18'06" West
along the south line of said Southwest Quarter (SW 1/4) 1342.185 feet to the west line of the East 1 /2 of said
Southwest Quarter; thence North 01'04'07" West along the said west line 518.523 feet to the extension of the
north line of Certified Survey Map No. 1478 as recorded as document no. 800573 in volume 10, pages 62 and 63
of CSM's, Waukesha County Registry on October 25, 1971; thence North 88'17'14'' East along said extenstion
31.431 feet to the center line of Woods Road and the beginning of a curve of radius 488.130 feet, center of
which lies to the northeast and to the place of beginning of the lands herein to be described: thence northwesterly
along said center line and arc of said curve 176.120 feet, the chord of said arc bearing North 11'24'17.5" West
175.166 feet to the west line of the East 1 /2 of said Southwest Quarter (SW 1/4); thence North 01'04'07" West
along the said west line 213.661 feet to the north right--of-way line of proposed Plum Creek
Road and the south line extended of Certified Survey Map No. 6828 as recorded as document
no. 1756192 in volume 57, pages 150 - 154 of CSM's, Waukesha County Registry on August 6, 1992;
thence North 88'52'14" East along said north right-of-way line and south line of said CSM 40.000 feet to the
southwest corner of Lot 4 of said CSM and east right-of-way line of Woods Road; thence continuing North 88'52'14"
East along the said north right -of --way line and said south line of Lot 4 8.535 feet to the beginning of a curve
of radius 150.000 feet, the center of which lies to the south; thence southeasterly along the said north right -of ---way
line and along the arc of said curve 60.408 feet, the chord of said arc bearing South 79'35'33" East 60,000
feet to the beginning of a reverse curve of radius 100.000 feet, center of which lies to the north; thence south-
easterly along the said north right---of-way and along the arc of said curve 33,894 feet, the chord of said arc
bearing South 77'45'55.5" East 33.732 feet to the southeast corner of said Lot 4; thence North 01'07'46"
West along the east line of said Lot 4 152,567 feet to the northeast corner of said Lot 4; thence North 81'43'09"
East along the south line of Lot 3 56.447 feet to the southeast corner of Lot 3; thence North 01'04'07" West
along the east line of Lots 1--3 of said CSM 264.414 feet to the south line of Certified Survey Map No. 6757 as
recorded as document no. 1732163 in volume 56, pages 249 - 251 of CSM's, Waukesha County Registry on May
14, 1992; thence North 8855'53" East along the south fine of said CSM 69,160 feet to the southeast corner
of said CSM; thence North 01'04'07" West along the east line of said CSM 382.914 feet to the northeast corner
of said CSM; thence North 88'18'06" East 292.979 feet to the north right -of --way line of proposed Plum
Creek Road and the beginning of a curve of radius 330.000 feet, center of which lies to the south; thence north-
easterly along the said north right-of-way line and along the arc of said curve37.542 feet, the chord of said arc
bearing North 6336'41.5" East 37.522 feet; thence North 6652' 14' East along the said north right--of-way
line 217.280 feet; thence South 23'07'46" East 182.491 feet; thence South 86'10'05" East 61.736 feet;
thence South 09'24'52" East 162.630 feet; thence South 13'51'54" West 99.433 feet; thence South 02'15'47"
West 59.509 feet; thence South 63'27'11" East 201.551 feet; thence South 01'35'49" East 677.956 feet to
the north line of Certified Survey Map No. 1040 as recorded as document no. 739744 in volume 7, pages 41 and 42
of CSM's, Waukesha County Registry on June 2, 1992; thence South 88'17'14' West along the north
line of Parcel A and B of said CSM and along the north line of said CSM No. 1478 and its extension 1071.465
feet to the place of beginning. Containing a gross area as measured to the center line of Woods Road and the
west line of the East 1 /2 of 1,043,240 square feet (23.949 acres) of land and a net area of 1,027,643 square
feet (23.591 acres) of land.
DEDICATING the west 40 feet of the oforedescribed lands of which 33 feet has previously been dedicated for
right--of-way purposes of Woods Road,
VISION CORNER EASEMENT:
Beginning at the northwest corner of LOT 2; thence North 8652'14" East along the south right-of-way line
of proposed Plum Creek Road 8.641 feet to the beginning of a curve of radius 150.000 feet, center of which lies
to the north; thence northeasterly along the said south right-of-way and along the arc of said curve 18.866 feet,
the chord of said arc bearing North 85'16'02" East 18.854 feet; thence South 32'36'10" West 49.522 feet
to the east right-of-way line of Woods Road; thence North 01'04'07" West to the place of beginning.
I further certify that I have made such survey, land division and plat by the direction of the owner of said land;
that such plat is a correct representation of the exterior boundaries of the land surveyed and subdivision thereof made;
and that I have fully complied with the provisions of Chapter 236 of the Wisconsin State Statutes and the subdivision
regulations of the City of Muskego in surveying, dividing, mapping and dedicating the some.
MICHAEL W.
:w BUECHL' j d
111 W
r PEWAlJiCEE, Qr MICHAEL W. BUECHL -- Wis Reg. No. S-1 106
�Y :., wiSCorvsl�v ••#* 0`+e DATED THIS 2nd DAY OF OCTOBER, 1992
STATE OF WISCONSIN ) 10.10
•y'"•"'•••'�..-* A REVISED THIS Ist DAY OF DECEMBER, 1992
COUNTY OF WAUKESHA} SS
The above certificate suscribed and sworn to me this t-�daY of October 1992
My commission expires r
NOTARY PUBLIC -
CERTIFICATE OF THE CITY OF MUSKEGO
"Resolved that a plat known as PLUM CREEK, a subdivision in the City of Muskego, which has been filed for
approval, be and hereby is approved as required by Chapter 236 of the Wisconsin State Statutes."
I hereby certify that the foregoing is a true and correct copy of a resolution adopted by the Common Council
of the City of Muskego on the _2_.day of 0VE: M86,e , 1992, which action becomes effective upon receipt of
approvalof all other reviewing agencies and all conditions of the City of Muskego's approval were satisfied as of
the 22 . day of D EccMgkk, 1992.
Dated i a 1992
WAYNFVG. SALENTINE MAYOR
J# K. MARENDA CITY CLERK
CERTIFICATE OF CITY TREASURER
STATE OF WISCONSIN )
COUNTY OF WA
HA) SS
1, being the duly appointed qualified and acting City of Muskego Treasurer, do hereby
certif t�iat in accordance with the records in my office, there are no unpaid taxes or special assessments as of
this A rSS date of �� 1992, on any of the land included in the plat of PLUM CREEK.
Dated, 1992 �•
CITY TREASURER
CERTIFICATE OF COUNTY TREASURER
STATE OF WISCONSIN ) SS
i COUNTY OF WAUKESHA)
I, PATRICIA G. ,KARCHER, being duly elected, qualified and acting treasurer of the County of Waukesha, do hereby
j certify that the records in my office show no unredeemed tax sales and no unpaid taxes or special assessments as
of this R�1 am date of. 1�g� 1992, on any of the lands included in the plat of PLUM EEK.
c ar �o Dated / 1992
PATRICIA G. KARCHER - OUN TREASUR
i .. .IIF. 111cioNote it �.
I a�� CORPORATE OWNER'S CERTIFICATE
PLUM CREEK, INC., a Wisconsin Corporation, duly organized and existing under and by virtue of the laws of the
State of Wisconsin, as owner, does hereby certify that said corporation caused the land described on this plat to
be surveyed, divided, mapped and dedicated as represented on this map.
I also certify that this plat is required by s.236.10 or s.236.12 of the Wisconsin Sta
te Statutes to be submitted
to the following for approval or objection: Department of Agriculture, Trade and Consumer Protection, Waukesha
County :Park and Planning and the City of Muskego.
In witness whereof, the said PLUM CREEK, INC., has caused these presents to be signer, by ROBERT A. PATCH,
President, and WILLIAM W. CARITY, Secretary, and its corporate seal affixed this 2nd day of October, 1992.
As owner I hereby restrict Lot 2 in that no owner, possessor, user, nor licensee, nor a person shall have
any right of direct vehicular ingress or egress with Woods Road and that ingress orXeess a restricted to the
easterly most 40 feet as shown on the plat.
There are no objections to this plat with respect to
Secs. 236.15, 236.16, 236.20 and 236.21 (1) and (2),
Wis. Stats., or by the County Planning Agency.
Certified this ..1%..4..day of.l.T .... ... .19.1...
k S-biw��
Department of Agriculture, Trade 8 Consumer Protection
C.
1
7RT V. PATCH -- PRESIDENT
WILLIAM W. CARITY - S Y
STATE OF WISCONSIN ) SS
COUNTY OF WAUKESHA)
Personally came before me thisl��L- day ofhSine?"AT611992, the above named ROBERT A. PATCH and WILLIAM
W. CARITY, to me known to be the President and Secctetary of PLUM CREEK, INC., and the persons who executed 4
the foregoing instrument and acknowledged the samet.
My commission expires r,
NOTA4 PUBLIC
CONSENT OF MORTGAGEE
EQUITABLE BANK, a corporation duly organized and existing under and by virtue of the laws 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 on this plat, and does hereby consent to the above certificate of ROBERT A.
PATCH, President, and WILLIAM W. CARITY, Secretary, owners.
In witness thereof, the EQUITABLE BANK, hqA cause these presents to igned by 7
its �'- and countersigned b �-�- S , its+c�-��FtiT and its corporate
sea! to be hereunto affixed this day 1992.
STATE OF WISCONSIN ) SS
COUNTY OF )
Per ai came before me this �" day ofi�"WILQ 1992, the bove n d �� ° /kTz�/CP_and
rzso.�� to me known to be the �s and�T'Ilet6- 4g2 Hof EQUITABLE BANK,
and the persons who executed the foregoing instrument and acknowledged the same.
42/7 _44t:�3k g ,
My commission expires - ql
NOTARY P I -
OWNER: PLUM CREEK, INC., 11501 W. North Avenue Wauwatosa, Wisconsin 53226 (414) 771-6080
This instument prepared by KALVIN K. KLIMECK, P.E. of PIONEER ENGINEERING 221 Fremont Street
Watertown, Wisconsin 53094 (414) 261--1242 under the direction of MICHAEL W. BUECHL, R.L.S.
of MICHAEL W. BUECHL INC. 233 Oakton Avenue Pewaukee, Wisconsin 53072 (414) 691-4444. SHEET 2 OF 2 SHEET S