|
<br />Woodstone Replat
<br />
<br />BEING ALL OF LOTS I, 2, 57, 64, 65, 72, 73 AND 86, WOODSTONE, LOCATED IN THE NWl/4 OF THE
<br />SE1/4 AND THE NE1/4 OF THE SW1/4, SECTION 21, T. 7 N., R. 8 E., CITY OF MADISON, DANE
<br />COUNTY, WISCONSIN. CONTAINING: 102,264 SQ. FT" e 2.35ACRES
<br />
<br />I
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<br />
<br />127
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<br />
<br />N89'42'50"E
<br />
<br />.
<br />~- 'I'..
<br />W1/4 COR~;" 2604.60'
<br />stC. 21 n
<br />N. LINE SW1/4
<br />
<br />. _. JCI~~BACK_
<br />
<br />2'
<br />
<br />LOT 105
<br />12,938 sq. ft.
<br />0.30 acres
<br />
<br /><0
<br />
<br />60'
<br />I
<br />
<br />05 in
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<br />1 _1_ t
<br />,;;.,;)7"~f:iG,;;;""';;'."""""'"
<br />! -LOT';
<br />10,834 sq. ft.
<br />0.25 acres
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<br />UNPLA TTED
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<br />
<br />LOT 107
<br />10,749 sq. ft.
<br />0.25 acres
<br />
<br />121.94'
<br />S89'42' 40"W
<br />
<br />0'0
<br />
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<br />
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<br />
<br />NOTE: NO PRIVATE FENCING SHALL BE ERECTED
<br />WITHIN THE PUBLIC STORM SEWER EASEMENT AREA.
<br />pe-e Doc.=# '-I7'l'l7'-1. .
<br />
<br />NOTE: UTILITY EASEMENTS AS HEREIN SET FORTH ARE
<br />FOR THE USE OF PUBLIC BODIES AND PRIVATE
<br />PUBLIC UTILITIES HAVING THE RIGHT TO SERVE THE
<br />AREA.
<br />
<br />NOTE: ALL THE LOTS WITHIN THIS SUBDIVISION ARE
<br />SUBJECT TO IMPACT FEES THAT ARE DUE AND PAYABLE
<br />AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT(S).
<br />
<br />NOTE: IN THE EVENT OF A CITY OF MADISON PLAN COMMISSION AND/OR
<br />COMMON COUNCIL APPROVED RE-DIVISION OF A PREVIOUSLY SUBDIVIDED
<br />PROPERTY, THE UNDERLYING PUBLIC EASEMENTS FOR DRAINAGE PURPOSES
<br />ARE RELEASED AND REPLACED BY THOSE REQUIRED AND CREATED BY THE
<br />CURRENT APPROVED SUBDIVISION.
<br />
<br />NOTE: THE INTRA-BLOCK DRAINAGE EASEMENTS SHALL BE GRADED WITH
<br />THE CONSTRUCTION OF EACH PRINCIPLE STRUCTURE IN ACCORDANCE WITH
<br />THE APPROVED STORM WATER DRAINAGE PLAN ON FILE WITH THE CITY
<br />ENGINEER AND THE ZONING ADMINISTRATOR, AS AMENDED IN ACCORDANCE
<br />WITH THE MADISON GENERAL ORDINANCES.
<br />
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<br />126
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<br />125
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<br />,,'/(,'O SETBACK k
<br />;). 'J.. lINE_.. _ 5'~i-
<br />q .k
<br />~, 0,
<br />;J.-...5' LOT 110 0
<br />..~ 8~1i ~d;e:t. ~[ _
<br />
<br />;;) " ':.- 0
<br />..; ;~I '\' I{:;;
<br />'" ':b'0" 81l'42' 4tr'G.&d:: ~
<br />;tP'Cf'CC9Q..OO:2""""" "'''iF
<br />a in LOT 109 If
<br />:J 7,106 sq. ft. I;
<br />'l . 0.16 acres f;
<br />::.;~ 00 a:::
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<br />0>- -0>:.
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<br />;'1 in 57 F :...
<br />.~ ..It g
<br />if 7~~Js~. ~i
<br />tilo 0.16 acres 5,Jji'
<br />.. .s 74.49' Ii
<br />S89'42'40"W
<br />
<br />71
<br />
<br />58
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<br />
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<br />I 55 /
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<br />56
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<br />
<br />124
<br />
<br />(N89"42'50"E)
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<br />70
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<br />59
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<br />__-L__
<br />
<br />123
<br />
<br />122
<br />
<br />ELDERBERRY
<br />
<br />N. LINE SE1/4
<br />
<br />N89'42'40"E
<br />
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<br />....L _ _
<br />N89'42'40"E
<br />
<br />69
<br />
<br />60
<br />
<br />896.60'
<br />
<br />402.00'
<br />S89'42' 40rW
<br />
<br />>-'.-"-'
<br />
<br />I
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<br />I I
<br />I 68 I
<br />
<br />I WOODSTONE I
<br />--------
<br />, (405-231) I
<br />
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<br />-1---+
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<br />I NV" 1'::::.~2L~ I
<br />I --- /
<br />I 61 /
<br />I /
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<br />_1___-1..
<br />
<br />402.00'
<br />
<br />gElRJL_~TfJEgr-
<br />
<br />50
<br />
<br />-I-
<br />I 49
<br />
<br />54
<br />
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<br />
<br />------r--r
<br />I WOODSTONE
<br />, ~~ -(4051231)-~!.. /
<br />I
<br />
<br />53
<br />
<br />CURVE DATA TABLE
<br />
<br />CURVE
<br />C1
<br />C2
<br />C3
<br />C4
<br />C5
<br />C6
<br />C7
<br />C8
<br />
<br />LOT #
<br />114
<br />116
<br />111
<br />113
<br />108
<br />110
<br />105
<br />107
<br />
<br />DELTA
<br />91'54'20"
<br />88"05'40"
<br />91'54'20"
<br />88'05' 40"
<br />91"54'20"
<br />88'05' 40"
<br />91"54'20"
<br />88'05' 40"
<br />
<br />ARC
<br />24.06
<br />38.44
<br />40.10
<br />23.06
<br />24.06
<br />38.44
<br />40.10
<br />23.06
<br />
<br />RADIUS
<br />15.00
<br />25.00
<br />25.00
<br />15.00
<br />15.00
<br />25.00
<br />25.00
<br />15.00
<br />
<br />BEARING
<br />N44"20'10"W
<br />N45"39'50"E
<br />S44'20' 1 O"E
<br />S45"39'50"W
<br />N44'20'10"W
<br />N45'39'50"E
<br />S44'20'10"E
<br />S45'39'50"W
<br />
<br />UOCUvY\lU~-r -#
<br />Lf 19 SLr 50
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<br />
<br />ROAD
<br />
<br />'0
<br />n
<br />
<br />o
<br />n
<br />
<br />DIST
<br />21.56
<br />34.76
<br />35.94
<br />20.86
<br />21.56
<br />34.76
<br />35.94
<br />20.86
<br />
<br />121
<br />
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<br />120
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<br />67
<br />
<br />66
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<br />62
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<br />:1--6'
<br />.1
<br />
<br />63
<br />
<br />119
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<br />
<br />LOT 111
<br />8,401 sq. ft.
<br />
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<br />(:::J
<br />.=,,d;N
<br />
<br />
<br />LOT 112
<br />7,106 sq. ft.
<br />0.16 acres
<br />
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<br />'42<mT1"'" ..' 0
<br />;-..
<br />"k r>
<br />0-
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<br />...
<br />LOT 113 'j,
<br />7,061 sq. ft. I'
<br />0.16 acres 5'-Ij'
<br />I"
<br />d" .~.
<br />
<br />.<<) 64
<br />
<br />75.49'
<br />S89'42' 40"W
<br />
<br />
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<br />
<br />-/--
<br />I 46
<br />
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<br />
<br />48
<br />
<br />47
<br />
<br />NOTE: ALL LOTS WITHIN THIS PLAT ARE SUBJECT TO PUBLIC EASEMENTS FOR DRAINAGE PURPOSES WHICH SHALL BE A
<br />MINIMUM OF 5-FEET IN WIDTH MEASURED FROM THE PROPERTY LINE TO THE INTERIOR OF EACH LOT, EXCEPT THAT THE
<br />EASEMENTS SHALL BE 12-FEET IN WIDTH ON THE WEST PERIMETER OF THE PLAT. FOR PURPOSES OF TWO (2) OR MORE
<br />LOTS COMBINED FOR A SINGLE DEVELOPMENT SITE, OR WHERE TWO (2) OR MORE LOTS HAVE A SHARED DRIVEWAY
<br />AGREEMENT, THE PUBLIC EASEMENT FOR DRAINAGE PURPOSES SHALL BE A MINIMUM OF FIVE (5) FEET IN WIDTH AND
<br />SHALL BE MEASURED ONLY FROM THE EXTERIOR PROPERTY LINES OF THE COMBINED LOTS THAT CREATE A SINGLE
<br />DEVELOPMENT SITE, OR HAVE A SHARED DRIVEWAY AGREEMENT, EXCEPT THAT THE EASEMENT SHALL BE TWELVE (12)
<br />FEET IN WIDTH ALONG THE WEST PERIMETER OF THE PLAT. EASEMENTS SHALL NOT BE REQUIRED ON PROPERTY LINES
<br />SHARED WITH GREEN WAYS OR PUBLIC STREETS. NO BUILDINGS, DRIVEWAYS, OR RETAINING WALLS SHALL BE PLACED IN
<br />ANY EASEMENT FOR DRAINAGE PURPOSES. FENCES MAYBE PLACED IN THE EASEMENT ONLY IF THEY DO NOT IMPEDE
<br />THE ANTICIPATED FLOW OF WATER. NOTE: IN THE EVENT OF A CITY OF MADISON PLAN COMMISSION AND/OR COMMON
<br />COUNCIL APPROVED RE-DIVISION OF A PREVIOUSLY SUBDIVIDED PROPERTY, THE UNDERLYING PUBLIC EASEMENTS FOR
<br />DRAINAGE PURPOSES ARE RELEASED AND REPLACED BY THOSE REQUIRED AND CREATED BY THE CURRENT APPROVED
<br />SUBDIVISION.
<br />
<br />110.06'
<br />
<br />
<br />~rw
<br />60'
<br />I
<br />
<br />~I
<br />1'::1
<br />1
<br />~i
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<br />II
<br />
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<br />30'
<br />
<br />-1
<br />
<br />60'
<br />I
<br />
<br />STREET
<br />
<br />+
<br />NI
<br />--=1
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<br />30'
<br />
<br />\]()L
<br />
<br />S9 - OCl S 1>
<br />
<br />"PLAT.S rAGE: Lf'-l 3
<br />LOCATION SKETCH
<br />
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<br />
<br />----
<br />
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<br />ic?~~I~gj~t'rii:
<br />..f c,'V SETBACK <0 E
<br />../UNE_.._..l'
<br />~i--5' w
<br />j LOT 118 g
<br />j;j 8,426 sq. ft. ~.
<br />- 0 0.19 acres 5' t,
<br />~ .'1 73 r/
<br />
<br />~ l.....TN89:~4 "E0.1.J ~
<br />rl",,:S90.05 "'1' ~
<br />A in LOT 115 P
<br />I:!i 7,110 sq. ft. H:
<br />q. 0.16 acres . Ii'
<br />~+ 25 _ _ 82
<br />~ll R R?
<br />1;';1 in I;,.
<br />0;. ij"
<br />~~~;:.;5~~;'6~~~J;:i';;9': ~
<br />
<br />z'" t 86 "'0
<br />)I io -- k (j)
<br />'" 5'-1:.'
<br />... .
<br />..; LOT 114 0
<br />Xl 7,058 sq. ft. ~;
<br />U--5' 0.16 acres U
<br />t
<br />
<br />....'.'2".18 74, 55'"""".,.d.
<br />S89'42'40"W
<br />
<br />
<br />~
<br />
<br />.---@--
<br />
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<br />
<br />
<br />___J____
<br />I
<br />I
<br />I
<br />I
<br />EXISTING 10' WIDE
<br />STORM SEWER
<br />f.6<"'-- EASEMENT PER
<br />DOC. NO. 'lTl'i?.~1
<br />- - -1- --
<br />I
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<br />
<br />92
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<br />I I I I
<br />I I I I
<br />I I I I
<br />I ' 5 1
<br />1 I 1
<br />1 1 1
<br />1 LOT 1 I
<br />1 1 1
<br />I 1 I
<br />5 1 '
<br />, I I
<br />1 , 1
<br />I I I I
<br />__...J L___- ____.J L__
<br />
<br />NO SCALE
<br />TYPICAL DRAINAGE EASEMENT SKETCH
<br />TYPICAL DRAINAGE EASEMENT MAY OVERLAP
<br />OTHER EASEMENTS SHOWN.
<br />
<br />9/08/11
<br />8/12/11
<br />6/30/11
<br />5/20/11
<br />DATE
<br />
<br />There are no objections to this plat with respect to
<br />Sees. 236.15, 236.16, 236.20 and 236.21(1) and (2),
<br />Wis Stats. as provided by s. 236.12, Wis. Stats.
<br />
<br />certifieQ..S'-f~~ V ls ~~
<br />~ 4.Vo -.
<br />
<br />Department of Administr tio
<br />
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<br />'0
<br />...
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<br />'0
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<br />
<br />E1/4 COR.
<br />SEC. 21
<br />
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<br />I
<br />.-..-"-"-"-'
<br />
<br />I
<br />I
<br />I 75
<br />
<br />74
<br />
<br />WOODSTONE I
<br />--------
<br />(405-231) I
<br />
<br />85
<br />
<br />-I-
<br />I
<br />/
<br />I 84
<br />I
<br />I
<br />-.1__
<br />
<br />91
<br />
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<br />
<br />LACK A
<br />
<br />C.T.H.S
<br />
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<br />/1' :i
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<br />____-.1.t.L._
<br />I .jt4Y: fCy c[
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<br />
<br />MIDDLETON
<br />NO SCALE JUNCTION
<br />CITY OF MADISON, DANE COUNTY
<br />
<br />N
<br />~ r/
<br />
<br />w
<br />
<br />
<br />E
<br />
<br />fJ ~
<br />S
<br />
<br />SCALE:
<br />I
<br />Q 25
<br />
<br />1" ·
<br />'"
<br />
<br />6<Y
<br />
<br />,
<br />100'
<br />
<br />BASIS OF BEARINGS: IS
<br />THE NORTH LINE OF THE SW1/4,
<br />SECTION 21, WHICH BEARS N89"42'50"E
<br />AS REFERENCED TO GRID NORTH, DANE
<br />COUNTY COORDINATE SYSTEM NAD83
<br />(1991).
<br />
<br />LEGEND
<br />
<br />... P.K. NAIL FND.
<br />. 3/4" IRON REBAR FND.
<br />(!1 1 1/4" IRON REBAR FND.
<br />in CITY OF MADISON BRASS CAP
<br />\J CONCRETE MONUMENT FND.
<br />() PREVIOUS SURVEY OR
<br />RECORD DATA
<br />
<br />f....';'j PUBLIC UTILITY EASEMENT
<br />
<br />E:2LJ EXISTING STORM SEWER EASEMENT
<br />
<br />ALL OTHER LOT CORNERS ARE MONUMENTED
<br />WITH 3/4" X 24" IRON REBAR (WT = 1.5 LBS/L.F.)
<br />
<br />OWNER/SUBDIVIDER
<br />PHEASANT RIDGE, LLC.
<br />C/O DANIEL HEFFRON SR.
<br />2000 PRAIRIE STREET, SUITE 100
<br />PRAIRIE DU SAC, WI 53578
<br />
<br />ENGINEER
<br />
<br />MSA PROFESSIONAL SERVICES
<br />BRAD REENTS
<br />2901 INTERNATIONAL LANE
<br />SUITE 300
<br />MADISON, WI 53704
<br />PHONE: 1-800-446-0679
<br />
<br />SURVEYOR
<br />
<br />JAMES R. GROTHMAN
<br />P.O. BOX 373
<br />625 E. SLIFER STREET
<br />PORTAGE, WI 53901
<br />PHONE PORTAGE: (608) 742- 7788
<br />PHONE SAUK PRAIRIE: (608) 644-8877
<br />FAX: (608) 742-0434
<br />e-mail: surveying@grothman.eom
<br />
<br />DEPT. OF ADMINISTRATION COMMENTS, PUBLIC UTILITY EASEMENTS
<br />PUBLIC UTILITY EASEMENTS
<br />PUBLIC UTILITY EASEMENTS
<br />SEAL DATE
<br />REVISION
<br />
<br />A FINAL PLAT OF
<br />
<br />Woodstone
<br />Replat
<br />
<br />
<br />JJA
<br />JJA
<br />JJA
<br />JRG
<br />BY
<br />
<br />APV'D
<br />
<br />JRG
<br />JRG
<br />JRG
<br />
<br />
<br />GROTHMAN
<br />& ASSOCIATES S.e.
<br />
<br />LAND SURVEYORS
<br />
<br />625 EAST SUFER STREET, P.O. BOX 373 PORTAGE, WI. 53901
<br />PHONE: PORTAGE: (608) 742-7788 SAUK: (608) 644-8877
<br />FAX: (60S) 742-0434 E-MAll: surveyingOgrothmon.com
<br />
<br />FilE NO. 511-159 PROJ. NO. 405-231
<br />THIS INSTRUMENT DRAFTED BY JERON ABEGGLEN
<br />
<br />DWG NO. 511159_FINAL
<br />SHEET 1 OF 2
<br />
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