CCR2005030.
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COMMON COUNCIL - CITY OF MUSKEGO
RESOLUTION #030-2005
APPROVAL OF CERTIFIED SURVEY MAP
Knudsen
WHEREAS, A certified survey map was submitted on December 31,2004 to finalize a
three-lot land division of the Knudsen property located on Hillendale Drive in the NW
1/4 of Section 8 (Tax Key #2190.994.009); and
WHEREAS, The Plan Commission adopted Resolution #P.C. 004-2005 recommending
approval.
NOW, THEREFORE, BE IT RESOLVED That the Common Council of the City of
Muskego, upon the recommendation of the Plan Commission, does hereby approve the
certified survey map to finalize a three-lot land division of the Knudsen property on
Hillendale Drive in the NW 1/4 of Section 8 subject to the conditions outlined in
Resolution #P.C. 004-2005.
BE IT FURTHER RESOLVED That this approval is subject to receipt of all fees required
by Section 18.14 of the Land Division Ordinance, any special assessments which may
be due, payment of any unpaid taxes, and approval of the City Engineer.
BE IT FURTHER RESOLVED That a digital file of this certified survey map shall be
submitted to the City in accordance with Common Council Ordinance #1118 and
Resolution #196-2002.
DATED THIS DAY OF 25th Januarv ,2005
SPONSORED BY:
Ald. Chris Buckmaster
This is to certify that this is a true and accurate copy of Resolution #030-2005 which
was adopted by the Common Council of the City of Muskego.
1/2005jmb
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CERTIFIED SURVEY MAP NO.
BEING A REDIVISION OF A PART OF PARCEL 2 OF CERTIFIED SURVEY MAP NO. 8632 (DOC.
#2365954, VOL. 76, PAGES 130-133) IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF
SECTION 8, TOWN 5 NORTH, RANGE 20 EAST, CITY OF MUSKEGO, WAUKESHA COUNTY,
WISCONSIN, NOTES:
1.) Bearings are referenced to the Wisconsin State Plane Co-ordinate System South
Zone (NAD-27).
2.) A grading ànd drainage plan must be submitted and approved by public works
committee prior to the issuance of a building permit.
3.) Areas zoned with sewer designation shall be served by sanitary sewer.
The drainage easements shall be maintained by the respective parcel owners. The
parcel owners shall maintain said easements in an unobstructed condition so as
to maintain their intended purpose. Construction of any building, grading or
filling-in said easements is prohibited. The parcel owners grant to the City of
Muskego the right (but not the responsibility) to enter upon said easements in
order to inspect, repair or restore said easements to their intended purpose.
Expenses incurred by the City for inspection, repair or restoration of said
easements may be placed against the tax roll of said parcel owner and collected
as a special charge by the City.
4.) The building setback distance from a right-of-way line is 40 feet. Side-yard
.setbacks are IS feet from one side and 20' from the others. The rear-yard
setback is 20 feet.
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NW 114
, .. .,.
FlEW DroVE
VICINITY SKETCH
NW 1/4 SEC. 8-5-20
SCALE, 1" . 2000'
CURVE TABLE
CURVE RADIUS DELTA LENGTH CHORD HaRD BEARING
1-2 3102.62 4'33'20" 246.69 246.62 N40'15'15"E
LOT 1 3102.62 1'52'14" 101.29 101.29 N41 '35'48"E
LOT 2 3102.62 2'09'55" 117.26 117.25 N39'34'43.5"E
LOT3 3102.62 0'31' 11" 28.14 28.14 N38'14'10.5"E
3-4 3142.62 4'33'20" 249.87 249.80 N40'15'15"E
NE CORNER NW
114 SEC. 8-S-20
CAST IRON MON.
W IBRASS CAP
N 339,309.31
E 2,493,076.03
PREPARED FOR:
Richard Knudsen
WI98 57380 Hillendale Drive
Muskego, WI 53150
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400'
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METRDPDLIT AN ENGINEERING, INC,
2D." CRaSSRaADS CIRCt.!:, SUIT' "D. YAUKESHA. YI. 5".0
PH. (202' 7.2-2221 FAX 792-""
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LEGEND:
I" Iron pipe found.
0 I" x 24" iron pipe set,
weighing 1.13 pounds per
lineal foot.
WETLAND DELINEATION TABLE
LINE LENGTH BEARING
W1 28.77 S4S"26'16"W
W2 31.93 S46"30'34"W
W3 31.82 S23"29'S2"W
W4 30.00 S30"2~'1 9"W
WS 37.26 S27"13'28"W
W6 16.67 S72"OS'05"W
W7 26.75 S44"24'38"E
W8 42.86 N25"OS'17"E
W9 27.92 S33"43'37"W
W10 43.96 S32"S9'49"W
WII 36.37 S27'06'2S"W
WI2 30.21 S21"34'47'W
WI3 20.26 S60"30'18"W
W14 39.02 S28"OTS1'W
WIS 29.48 S40"1S'OI'W
WI6 37.S5 S66"31'01'W
WI7 30.S0 SS3"49'44'W
WI8 37.38 S41"29'1I'W
WI9 23.86 S3S"34'S8'W
W20 30.69 S38"II'07'W
W21 22.78 S43"4S'23'W
W22 17.27 S79"02'Sl'W
W23 12.67 S18"24'47"W
W24 34.70 S29"32'42'W
W2S 36.7~ SlO"32'36'W
W26 30.22 S14"3S'54'W
This Instrument drafted by Scott F. Zimmerman
January 20, 200~
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D'\ACAD DRA'oIINGS\Surveys\SZ04Z51-S00\SZ04479 KNUDSEN.dwg 01/Z0/05 05<33,33 PN CS