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<br />VOL
<br />
<br />51>-010 B
<br />
<br />f LA TS
<br />
<br />PA GE.
<br />
<br />3CDI
<br />
<br />GLACIER 'S END FIRST ADDITION
<br />
<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 />Slats. as provided by s. 236.12, Wis. Slats.
<br />
<br />WEST 1/4 CORNER
<br />SECTION32, T7N, R8E
<br />FOUND ALUMN. MON.
<br />
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<br />GLACIER'S
<br />
<br />LOT 32, GLACIER'S END LOCA TED IN THE NW 1/4 AND THE NE 1/4 OF THE SW 1/4
<br />OF SECTION 32, T7N, RBE, TOWNSHIP OF MIDDLETON, DANE COUNTY, WISCONSIN
<br />\ r' I 1
<br />\%66t ~__OUTLOT 2 _ I _ _ 1 _ _ -L _ _ 2 "_ _ 10 J-O 50;;L
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<br />Certified17~lIIA ~
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<br />691.88
<br />N 89018'48" E
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<br />SW 1/4 SEC. 32-7-8
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<br />,TURNAROUND EASEMENT.
<br />'SAID EASEMENT TO BE.
<br />~~ :- i TEf/II/NATED AT SUCH TIME
<br />/ 1 mlT FJOfW WAY IS
<br />~ \ "EXTf.NOED WEST'ERLy.
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<br />@ = 1 1/4" STEEL REBAR FOUND
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<br />. = 3/4" STEEL REBAR FOUND
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<br />ALL OTHER LOT CORNERS ARE MARKED WITH A
<br />3/4")(18" STEEL REBAR 1.50 Ibs/ft.
<br />ALL DISTANCES ARE MEASURED TO THE NEAREST
<br />HUNDREDTH OF A FOOT. ALL DISTANCES SHOWN
<br />ALONG CURVES ARE CHORD LENGTHS. ALL
<br />BEARINGS ARE MEASURED TO THE NEAREST FIVE
<br />SECONDS.
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<br />180'
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<br />32
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<br />155'
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<br />- - - - - = EXISTING EASEMENTS AS NOTED
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<br />10' WIDE PUBLIC UTILITY EASEMENT
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<br />41
<br />650265,F.
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<br />= APPROXIMATE AREAS OF
<br />20% OR GREATER SLOPES
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<br />NOTES:
<br />
<br />1. All utilities in this plat are to be installed underground.
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<br />40
<br />650435,F,
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<br />2. Areas on Lot 42 having 20% or greater slopes shall not be
<br />disturbed without the consent of the Town of Middleton.
<br />
<br />3. Lot owners shall not alter drainage swales, roadside ditches or
<br />natural drainage ways on any lot without the written consent of the Town
<br />of Middleton.
<br />
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<br />~ ~ ~ C fJ(/STlJo to' WIDE
<br />~ ~ ~ GflADlfo/(/ AND SLOPE
<br />IV ~ - _ ~ ~ E1ItNT FOR ROAD
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<br />39
<br />650285, F,
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<br />4. All lots shall be approved by the Dane County Environmental Health
<br />Department regarding the suitability for the installation of on-site private
<br />wastewater treatment systems prior to the issuance of building permits.
<br />
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<br />5. All downspouts, driveways, and other impervious surfaces shall be
<br />directed to pervious areas, where possible.
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<br />14
<br />
<br />13
<br />
<br /> CURVE TABLE
<br />CURVE ARC DELTA RADIUS CHORD LENGTH
<br />Cl 124.38 38'56'36" 183.00 122.00
<br />C2 93.44 29'15'14" 183.00 92.42
<br />C3 30.95 09'41'22" 183.00 30.91
<br />C4 122.17 35'00'00" 200.00 120.28
<br />C5 61.36 1/34'46" 200.00 61.12
<br />C6 60.81 1/25'14" 200.00 60.58
<br />C7 143.92 31'00'00" 266.00 142.17
<br />C8 168.61 44'43'34 " 216.00 164.37
<br />
<br />CHORD BEARING TANGENT BEARING
<br />N 75'09'18" E 1 S 89'41'00" W
<br />N 79'59'59" E
<br />N 60'31'41" E
<br />N 73"11'00" E
<br />N 64'28'23" E
<br />N 81'58'23" E
<br />S 74'11'00" W
<br />N 53'40'47" W
<br />
<br />31
<br />
<br />/\.. ~
<br />~
<br />~
<br />
<br />SOUTHWEST 1/4 CORNER
<br />SECTION 32, T7N, RBE
<br />FOUND ALUMN. MON. NO CAP
<br />
<br />GLACIER'S
<br />
<br />
<br />SHEET 1 OF 2 SHEETS
<br />
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