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<br />There are no objections to this plat with respect to
<br />s. 236.15,236.16,236.20 and 236.21 (1) and (2), Wis.
<br />Stats. as provided by s. 236.12, Wis. Slats.
<br />
<br />Certified ~ V\ LA -u; ~ , 20Jlb
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<br />DEPARTMENT OF ADMINlSTRATION
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<br />NORTHWEST CORNER
<br />SECTlON 24 T9N R9E
<br />FOUND ALUMlNUM MONUMENT
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<br />WEST 1/4
<br />CORNER
<br />SECTION 24
<br />T9N R9E
<br />FOUND
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<br />SURVEYOR'S CERTIFICATE
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<br />\J OL Sq -01.15
<br />:j! 4'7-5131h
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<br />I. Wayne D. Barsness. Registered Land Surveyor. S-1561. do hereby certify
<br />that in fuil compliance with the provisions of Chapter 236 of the Wisconsin
<br />Statutes and the subdivision regulations of the Town of Vienna. and under the
<br />direction of the owners I isted below. I have surveyed. divided and mapped
<br />Vienna BusIness Center and that such plat correctly represents all exterior
<br />boundaries and the subdivision of the land surveyed and Is located In the SW
<br />1/4 and SE 1/4 of the NW 1/4 of Section 24. T9N. R9E. Town of Vienna. Done
<br />County. Wisconsin. To-wit: Beginning at the west quarter corner of sold
<br />Section 24: thence NOO'28'12uW. 1156.94 feet: thence S89'35'21uE. 1711.25 feet:
<br />thenceS23'31'10uE. 736.64 feet to 0 point of curve: thence southeasterly on
<br />a curve to the right wh I ch has a rad I us of 22. 798. 30 feet and a chord wh I ch
<br />bears 523'06'51uE. 322.52 feet: thence N72'50'48uW. 104.20 feet: thence
<br />N83'10'49"W. 101.41 feet: thence N35'31'05uW. 56.09 feet: thence S66'33'40uW.
<br />451.99 feet: thence S23'26'20uE. 48.75 feet: thence S66'33'40uW. 66.00 feet:
<br />thence S89'35'30uW. 1433.62 feet to the polntof beginning.
<br />Containing 48.57 acres.
<br />
<br />VIENNA BUSINESS CENTER
<br />
<br />NW1/4
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<br />NE1/4
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<br />LOCATED IN THE SW 1/4 AND SE 1/4 OF THE NW 1/4 OF SECTION 2~
<br />T9~ R9~ TOWN OF VIENNAJ DANE COUNTY; WISCONSIN
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<br />1.
<br />
<br />NOTES
<br />
<br />"Access to IH 39-90-94 is controlled by WIS-DOT Project #1-90-2112 )122".
<br />
<br />'Highway Setback: This restriction is for the benefit of the pub I ic os
<br />provided in s.236.293. Wisconsin Statutes. "
<br />
<br />The lots of this land division may experience noIse at levels exceeding
<br />the levels in s. Trans 405.04. Table I. These levels are based on
<br />federal standards. The Department of Transportation is not responsible
<br />for abating noise from existing state trunk highways or connecting
<br />highways. In the absence of any increase by the department to the
<br />highway's through- lane capac I ty.
<br />
<br />"The Wisconsin Department of Transportation delegates the review of
<br />the storm water drainage plan for this development to the VI I I age of
<br />DeForest per letter to Renee Powers. Department of Administration.
<br />doted January 3. 2003.
<br />
<br />Scale ,N = 100'
<br />
<br />2.
<br />
<br />NORTH
<br />
<br />8EARlNGS ARE REFERENCED TO
<br />THE WEST LINE OF THE NIII/4
<br />(IF SECTION 24 ASSVNED
<br />8EARlNG NOO'28'12'W
<br />
<br />SEcn
<br />T9N,
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<br />N 24,
<br />R9E
<br />
<br />Dated this SrI! day of JtI..v'tS
<br />
<br />. 2006.
<br />
<br />3.
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<br />
<br />Wayne O. Barsness. Registered Land Surveyor S-1561
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<br />LOCATION MAP
<br />HOT TO SCALE:
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<br />Individual lot owners wi II be responsible for corrpl iance with NR 151.12
<br />as it relates to infiltration of rooftop runoff wnere practical and
<br />providing oil and grease controls from parking areas.
<br />
<br />Landscape bufferyard area for planting. vegetatian and berming to be represented
<br />on iandscape plan for each lot at time of site plan approval.
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<br />TMs Instrument was drafted by D'Onofrio, Kottke & Associates. Inc.
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<br />FN: 01-07-117
<br />
<br />LOT 1
<br />CERTlFlEO SURVEY
<br />
<br />40' PU8LIC WATER MAIN
<br />EASEMENT DOC. NO. 2655948
<br />
<br />LOT 2
<br />CERTIFlED SURVEY
<br />--------- ------
<br />MAP NO. 11050
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<br />MAP NO. 11050
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<br />TURYTEL
<br />LECDMMUNlCATIONS
<br />'ASEMENT
<br />OC. NO. 3456090
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<br />LEGEND
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<br />589..J5'21 *E
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<br />1711.25'
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<br />Found 3/4# diameter solid round
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<br />o Placed 1-1/4# x 18# solId round
<br />iron rebor sTake. weighing
<br />4.30 Ibs/ft.
<br />All other lot and outlot corners
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<br />round Iron rebar stakes. weIghing
<br />1.50 I bs/ft.
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<br />1671.25' DEDICATED TO THE PU8L1C
<br />589'35'21 dE 1445.25'
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<br />op6nlng e/evatlon 939.7'
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<br />opening e/6vation 5'39.7'
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<br />ENVIRONMENTAL CORRIDOR
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<br />7
<br />205.263 SO. FT.
<br />
<br />212.657 SO. FT.
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<br />
<br />STORMWA TER
<br />DRAINAGE
<br />EASEMENT
<br />
<br />418.00'
<br />
<br />1393.62'
<br />
<br />.425.00'
<br />
<br />'"
<br />...
<br />....
<br />.
<br />....
<br />",,,,
<br />. .
<br />......
<br />",0
<br />. .
<br />'"
<br />
<br />LANDS
<br />
<br />550.62'
<br />
<br />CURVE TABLE
<br />
<br />5890.J5 ':10 "11
<br />
<br />14.J.1.62'
<br />
<br />STORMWA TER
<br />ORAlNAGE
<br />EASEMENT
<br />
<br />CHORD
<br />(FEET)
<br />322.52
<br />257.31
<br />28.70
<br />232.89
<br />184.42
<br />
<br />CURVE
<br />NUMBER LOT
<br />1-2
<br />3-4
<br />
<br />RAO IUS
<br />(FEET!
<br />22.798.30
<br />233.00
<br />233.00
<br />233.00
<br />167.00
<br />
<br />ARC
<br />( FEETJ
<br />322.52
<br />272.59
<br />28.71
<br />243.88
<br />195.38
<br />
<br />CHORO
<br />BEARING
<br />
<br />CENTRAL
<br />ANGLE
<br />
<br />TANGENT
<br />BEARING
<br />2-522042'32"E
<br />
<br />LANDS
<br />
<br />523' 06' 51 "E
<br />N56'57'16"W
<br />N26'58'10"W
<br />N60'29'06"W
<br />S56'57'16"E
<br />
<br />000'48'38"
<br />067'01 '52#
<br />007'03'40"
<br />059'58' 12"
<br />067'01 '52"
<br />
<br />4
<br />3
<br />
<br />SHEET 1 OF 2
<br />
<br />5-6
<br />
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