<br />\JOL ~q-o~~
<br />
<br />f'flGE-
<br />
<br />3<1
<br />
<br />f L I1TS
<br />
<br />FIRST ADDITION TO HA WKS RIDGE ESTA TES
<br />Lot.z certified Surv.ey Map 8625
<br />Located in the NE 1/4 and the NW 1/4 of NE 1/~ Sedion 4 T6N, R8E
<br />City of Madison Dane Coun~ Wisconsin
<br />
<br />GR 10 NORTH
<br />Bearings are referenced to
<br />the North I ins of the NE 1/4
<br />of Section 4,T6N,R8E.
<br />WCCS Dane County Zone
<br />Grid Bearing N89044'03HE
<br />
<br />Doc urne n-l:tt tf1 (2- 110 t-f
<br />
<br />\ 69 \
<br />I \
<br />\ \
<br />\ \
<br />I \
<br />\ \
<br />
<br />------~------------------------4
<br />\
<br />OUTLOT 1 \ 1
<br />
<br />____________~~~=~~_______________~_________________________________________________________________________________________________1______________________________----
<br />SE CORNER
<br />SECTION 33 T7N R8E
<br />
<br />HAWKS LANDING GOLF CLUB
<br />
<br />70
<br />
<br />63
<br />
<br />,
<br />~
<br />.,.
<br />
<br />
<br />
<br />"<I
<br />01
<br />01
<br />-<(I
<br />'-WI
<br /><,
<br />
<br />S 1/4 CORNER
<br />SECTION 33 T7N R8E ~ ~
<br />WCCS NAD83 (1997) PER CITY OF MADISON MID TOWN ROAD .,. .,.
<br />N 467002.56 ' S89'44'03"W
<br />~N 89;;:;;}" E _ _ _~: ,_ _E_ :7~~~4~~1_ _ _ ____ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ ~~8!:2J~ ~~"~ _ }~~3..:~6_'~ _~O,,! _T_O_M.O!,,_ _ "!~9_.~~'~t~E_~_~2S!5~._5:J~ __ _ _ _ _ _ __ _ _ __ _ _ __ _ _ _ _ u _ _ _ _ _ _ __ _u _ _ __ _ _ __ _ __ u_ _ _ _ _ _ _,_/!.rL~1~~3i:;~....2iF~' _IV._
<br />/" I I
<br />I '" I
<br />I .,. MID TOWN ROAD 3' PERMANENT LIMiTED SOO.33'S6"W______. " NE CORNER
<br />, N 1/4 SECTION 4 T6N R8E DEDICATED TO THE PUBLIC GRAOJNG EASEMENT 40.00' a ~;;: SECTION 4 T6N R8E
<br />~ 3/4" IRON STAKE FOUND FOR STREET PURPOSES DOC. NO. 2868464 .,. I.
<br />~ N f Q
<br />N 89'44'03v E 726.00' a
<br />.-:
<br />N89"44 03 E 726.00' N89'44 03 E
<br />6' STQRM WATER EASE:T j rTr-..--;:;~~HlCU:~R AC;~::2;:J~IDTO~~N ROA~~n~..~..~ .~.. .. ..n n ..n .. ..n n .... .. n.. ,~O.~~H;~U;~:j~:;~SS._~;.~.;N RO.~~.~m! ..==.. .J
<br />
<br />DOC. NO. 2868464 I
<br />J~,' :, O.L. 2 ? 30' BUiLDING "
<br />:J 31.454 SF 0 ~ SETBACK LINE
<br />!'<)j , , C\,J ..
<br />
<br />l ~ 12' UTiLITY EASEMENT ~ ~ 1
<br />
<br />, , '
<br />, , 20' PUBLIC PEDESTRIAN I
<br />& BICYCLE PATH EASEMENT
<br />68.09'
<br />
<br />00'" I
<br />' '~,
<br />----DREGERS WAY~_n__.~-_~~_ '~. '
<br />" ~' 55 1
<br />" \~
<br />", -~ "/
<br />",,'~ '~, ~ 1
<br />': ~""" '''\ "?~\, ~ 1
<br />7.~i SF ~~r: "" '~"\?~ "" '\, \ "
<br />12;,,<: '50 '>;:0. ", \ "
<br />:-~I 7.538'?F \' \ 1 <:, ~~~
<br />m:o~J L'\ "'\, \ I:. ""
<br />;1,N:~9;:.6;I9" E'l' @~~' '0: ' ~~
<br />< ;.. 1"'0
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<br />7.-;!a SF ~ G ~ 7.~; SF I ~: ~! ~ ~ <O:L 2'07' 15 "'II _-.-..-..-..--=:.1.--..-..-..-...--1
<br />
<br />~ l I.::s: 0, ?~" 110.92' N89'21'07"W 153.66'
<br />- f ..~~~,/~ @~, ' 0 CD
<br />65.17 I 0)
<br />42.00' 26.0 ----- @@ '0 _-----SILVERSTONE LANE-
<br />@ 1 _______-~
<br />
<br />----------------,---------
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<br />01:1
<br />
<br />OED I CA TED TO THE
<br />PUBLIC FOR STORM
<br />WATER MANAGEMENT
<br />
<br />
<br />N89" 44' 03 "E
<br />
<br />235. T6'
<br />
<br />CSM 11998
<br />
<br />DREGERS
<br />
<br />LOT 2
<br />
<br />WAY;"
<br />'"
<br />
<br />a
<br />
<br />'"
<br /><0
<br />
<br />'"
<br />
<br />8
<br />
<br />126.235 SF
<br />
<br />68.00'
<br />
<br />N89' 44' 03 "E
<br />68.00'
<br />
<br />236.60'
<br />68.00'
<br />
<br />
<br />
<br />32.60' '35. 71 ~
<br />n_~__
<br />,
<br />,
<br />
<br />13
<br />
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<br />i~~i 7.{~ SF ~~ 7.~~ SF '
<br />: ~ 2: ICol
<br />
<br />
<br />! S; '20' PU8L IC STORM:O :
<br />, , SEWER EASEMENT I I
<br />
<br />10' N89" 44' 20 "E
<br />----- --------
<br />
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<br />45
<br />
<br />46
<br />
<br />47
<br />
<br />24
<br />
<br />7.343 SF
<br />
<br />7.343 SF
<br />
<br />6' STORM WATER EASEMENT
<br />DOC~ NO. 2868464
<br />
<br />,
<br />
<br />L6'
<br />
<br />,
<br />
<br />----
<br />
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<br />
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<br />
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<br />
<br />68.00'
<br />246.00'
<br />
<br />SILVERS TONE
<br />
<br />~----SILVERSTONE LANE ~
<br />a
<br />'"
<br />
<br />@
<br />
<br />153.74'
<br />73.33'
<br />
<br />S/I
<br />....-..~ Vf'/y
<br />.... 'S//'>
<br />............ <J1Vf'
<br />------~..~~ ............ ....:.~IVf'
<br />............. .......
<br />~~~
<br />
<br />68.00'
<br />S89044120"W
<br />
<br />68.00'
<br />
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<br />'"
<br />
<br />@
<br />
<br />0)
<br />7'14 lIE _
<br />N8Z' 0 , 32:39' - 69:68~ 5.41
<br />39.59 -' -..-.., ~n --l
<br />~:' ~~ 38 LI 37 ~, 36 I
<br />
<br />, 11.622 SF ;,., ~ 11.000 SF C~ 10.992 SF S ~ 10.661 SF :1
<br />~:g: '0 ~ <> "'t "t,
<br />~ - !~~j ~ - -I
<br />
<br />, , '
<br />
<br />! ! ,
<br />
<br />-------_-..! !.-..-_----- ----------:..-
<br />
<br />HAWKS
<br />
<br />ESTA TES
<br />
<br />589' 21' 07 "E
<br />75.00'
<br />
<br />WAYa
<br />'"
<br />
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<br />
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<br />
<br />-----
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<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />--1..
<br />
<br />72.00'
<br />
<br />N89' 44' 20 "E
<br />72.00'
<br />
<br />246.84'
<br />72.00
<br />
<br />30.84'
<br />
<br />41. 20'
<br />
<br />- -,
<br />57.82
<br />
<br />-..-..l
<br />
<br />~
<br />
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<br />
<br />9.163 SF i
<br />
<br />
<br />,
<br />
<br />I
<br />
<br />-------.----1
<br />
<br />6' STORM WATER EASEMENT
<br />DOC. NQ. 2868464
<br />
<br />----., In-n
<br />
<br />, ,
<br />
<br />~~ 43 t;~j
<br />
<br />,.,.,. 8.494 SF ''''''''
<br />
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<br />
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<br />: ::=::=: ~::=::-...J . L::=::
<br />
<br />73.34'
<br />
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<br />
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<br />
<br />8.495 SF
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<br />
<br />56.00'
<br />726.00'
<br />
<br />75.01'
<br />
<br />76.29'
<br />589' 44' 03 vI(
<br />
<br />72.00'
<br />
<br />82.35'
<br />
<br />75.01 '
<br />305.71' I
<br />I
<br />1
<br />1
<br />1
<br />I
<br />1
<br />I
<br />I
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<br />
<br />HAWKS
<br />
<br />72.00'
<br />
<br />72.00'
<br />
<br />72.00'
<br />364.29'
<br />
<br />(S89'211'14"W)
<br />\
<br />I
<br />1
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<br />I
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<br />ESTA TES I
<br />------- I
<br />
<br />12' UTILITY & STORM
<br />WA fER EASEMENT
<br />DOC. NO.2868464
<br />
<br />12' UTILITY & STORM
<br />WA TER EASEMENT
<br />DOC. NO.2868464
<br />
<br />21
<br />
<br />3' PUBLIC UTILITY
<br />EASEMENT
<br />
<br />CSM 9278
<br />
<br />......r---.
<br />I
<br />1
<br />1
<br />I
<br />1
<br />1
<br />I
<br />
<br />20
<br />
<br />19
<br />
<br />------ - --
<br />D'ONOFRIO KOTTKE AND ASSOCIATES. INC.
<br />
<br />\\\""'"
<br />" CON I"
<br />,''.l. ,$ ~.........~/"!',
<br />,~...."" ....".,
<br />~*/ )\....
<br />: i BRETT T. .-:..
<br />~:~'=
<br />:. M~.27 .f ~
<br />:'4it . ~
<br />.. ..... /.'0 ..
<br />" 7A:_,.. .....~."
<br />I,;"/) -"iJR"~~'"
<br />7/;jio"""
<br />
<br />LOT 2
<br />
<br />There are no objections to tbis plat with respect to
<br />Sees. 236.15. 236.16, 236.20 and 236.21(1) and (2),
<br />Wis. s~as provided by s. 236.12, Wis. Stats.
<br />
<br />Certified r:N~a/ I~ 20.Th......
<br />
<br />
<br />~>>L,
<br />
<br />
<br />NOTES
<br />
<br />1.
<br />
<br />All lots wiThin this plot ore subject to pUblic easements for drainage
<br />purposes which shall be a minimum of 5 feet in width (lots 45-54). and 6 feet
<br />in width (lots 36-44 & 55) measured from the property line to the interior
<br />of each lot except that the easements shall be 12 feet in width on the
<br />perimeter of the plat. For purposes of two (2) or more lots combined for
<br />o single development site. or where two (2) or more lots have a shared
<br />driveway ogreement. the publ ic easement for drainage purposes shoT I
<br />be a minimum of five (5) feer in width and sholl be measured only from the
<br />exterior property lines of the combined fots that create a single development
<br />site. or have 0 shared width along the perimeter of the plat. Easements shall
<br />not be required on property lines shored with green ways or public streets.
<br />No buildings, driveways. or retaining walls shall be placed in any
<br />easement for drainage purposes. Fences may be placed in the easement
<br />only if they do not imoede the anticipated flow of water.
<br />Note: In the event of a City of Madison Plan Commission and/or Common
<br />Council approved redivision of Q previously subdivided property. the
<br />underlying public easements for drainage purposes are released ond
<br />replaced by those required and created by the current approved subdivision.
<br />
<br />2.
<br />
<br />The intra-block drainage easements sholl be graded with the
<br />construction of each principal structure in accordance with the
<br />approved Stormwoter Drainage Plan on file with the City Engineer
<br />and the Zoning Administrator. as omended in accordance with the
<br />Madison General Ordinances.
<br />
<br />3.
<br />
<br />The Public Storm Sewer Easementls) dedicated to tile City of Modlson on the face
<br />of this plat GrB subject to the foflowing conditions:
<br />Q.) The property owner reserves the right to use and occupy the Public Storm
<br />Sewer Easement Areo(s) in 0 manner consistent with the rights herein conveyed.
<br />provided that such use and occupancy shojI not interfere with or disturb
<br />the installation. operation. maintenance. repair. placement and/or modification
<br />of the pub I ic storm sewer faci I ities.
<br />b,) No above-graund improvements shall be located in the Public Storm Sewer
<br />Easement Areals) by the City or the property owner. with the exception that
<br />grates. sewer access structures covers, ond other access points to the pUblic
<br />storm sewer focilities sholl be permitted at grade level.
<br />c.) Plantings ond landscaping within the Public Storm Sewer Easement Areols) shoil
<br />not obstruct routine maintenance by the City. In the event of repair or
<br />reconstruction. plantings and landscaping may be removed by the City without
<br />replacement or compensation to the property owner.
<br />d.) The property owner shall not change the grade of the Public Storm Sewer Areals)
<br />without prior written approval of the City's Engineering Division.
<br />e.) The Public Storm Sewer Areo(s) may not be amended, modified, terminated. or
<br />released without the written consent of afl the porties hereto, or their
<br />respective successors-in interest.
<br />
<br />4.
<br />
<br />Lots within this subdivision ore SUbject to impact fees that are due ond
<br />payable at the time of issuance of building permitfs).
<br />
<br />5.
<br />
<br />Oistances. lengths and widths are measured to the nearest hundredth of 0 foot.
<br />
<br />6.
<br />
<br />Distances shown along curves ore chord lengths.
<br />
<br />LEGEND
<br />
<br />m
<br />
<br />Found City of Madison concrete monument w/brass cap
<br />
<br />.
<br />
<br />Found 1-1/4# diameter solid round iron stake.
<br />
<br /><ll
<br />
<br />Found 3/4# diamerer solid round iron stoke.
<br />
<br />o
<br />
<br />Placed 1-1/4" X 18" solid round Iron rebar stake. weighing 4.30 Ibs/ft.
<br />All other lot and outlot corners are marked with 3/4" X 18" solid
<br />round iron rebor stokes, weighing 1.50 Jbs/ft.
<br />
<br />Public utility easement (6' wide unless otherwise dimensioned). Utility
<br />easements as herein set forth are for the use of PUBLIC BODIES and
<br />PRIVATE PUBLIC UTILITIES having the right to serve the area.
<br />
<br />- - ~ ~t
<br />~I- -
<br />
<br />)
<br />
<br />Recorded As
<br />
<br />STREET
<br />
<br />c~\.
<br />lil'\.b1
<br />
<br />I
<br />I
<br />-
<br />I
<br />I
<br />1
<br />1
<br />1
<br />I
<br />I
<br />I
<br />1
<br />1
<br />1
<br />1
<br />
<br />1) THE EASEMENT IS 12 FEET
<br />W IDE ON THE PER I ME TER
<br />OF THE PLA T.
<br />2) EASMENTS ARE NOT REOUIRED
<br />ON LINES SHARED WITH
<br />GREENWAYS OR PUBLIC STREETS.
<br />
<br />5' WIDE EASEMENT ON LOTS 45-54
<br />6' W10E EASEMENT ON LOTS 36-44 & 55
<br />
<br />DETAIL
<br />
<br />NON-EXCL us I VE
<br />DRAINAGE EASEMENT
<br />NOT TO SCALE
<br />SEE NOTE 1.
<br />
<br />
<br />@
<br />
<br />NE
<br />SEC
<br />
<br />1/4
<br />4
<br />
<br />TSN R8E
<br />
<br />LOCATION MAP
<br />
<br />50
<br />I
<br />
<br />Revised this 22nd day of October. 2010
<br />
<br />50 0
<br />~
<br />Scale 1'" = 50#
<br />
<br />7530 \,restwarJ ~Ta.y, ;.,hdison, W1 53717
<br />Phone: 608.833.7530 . Pax: 608.83:U 089
<br />YOUR NATURAL RESOURCE FOR LAND DEVELOPMENT
<br />
<br />This instrument was drafted by D'Onofrio. Kottke & Associates. Inc. FN: 10-07-110
<br />
<br />NOT TO SCALE
<br />
<br />SHEET 1 OF 2
<br />
|