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<br />---
<br />
<br />/
<br />/
<br />-----.......................... /
<br />'---- ---
<br />
<br />CHORD BEARING
<br />N 41'57'06" E
<br />N 02'45'24" W
<br />N 4T07'52" W
<br />S 42'52'08" W
<br />S OT03'09" E
<br />S 48'20'39" E
<br />S 82'51'36" E
<br />S 64'09'00.5" E
<br />S 5T18'41.5" E
<br />
<br />CHORD LENGTH
<br />21.44'
<br />9.03'
<br />35.52'
<br />35.18'
<br />9.16'
<br />20.87'
<br />76.45'
<br />73.10'
<br />13.61'
<br />
<br />CURVE
<br />C1
<br />C2
<br />C3
<br />C4
<br />C5
<br />
<br />~
<br />
<br />I
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<br />" ---
<br />
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<br />
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<br />
<br />C6
<br />C7
<br />C8
<br />
<br />')0
<br />
<br />C9
<br />
<br />RADIUS
<br />15.00'
<br />283.00'
<br />25.00'
<br />25.00'
<br />217.00'
<br />15.00'
<br />230.00'
<br />230.00'
<br />230.00'
<br />
<br />LEGEND:
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<br />FIRST ADDENDUM TO
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<br />
<br />2-
<br />
<br />SIGGEL-GROVE CONDOMINIUM
<br />
<br />1-1/4" 0.0. IRON BAR FOUND
<br />3/4" 0.0. IRON BAR FOUND
<br />IRON STAKE SET
<br />1" x 24" IRON PIPE
<br />LIMITED COMMON ELEMENT
<br />
<br />LIMITED COMMON ELEMENT
<br />
<br />6' UTILITY EASEMENT PER PLAT
<br />UNLESS OTHERWISE NOTED
<br />
<br />SEE SHEET 6 OF 6 FOR BUILDING DETAILS
<br />
<br />
<br />\ N
<br />I, 20.5' '^
<br />32.0' to 15 0 "J
<br />~ . I ~a~
<br />6.0' 1
<br />.6'
<br />
<br />II-
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<br />W I 9.5' 0
<br />< 1220.9' 5'
<br />7 't.W ...1 1
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<br />PER PLAT
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<br />32.0'
<br />
<br />;; UNIT
<br />'" 6 ~
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<br />UNIT 0
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<br />40' BUllDING SETBACK ~ -
<br />LINE PER PLAT ~ \
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<br />
<br />1_ 10' UTILlTY__
<br />
<br />87'34'50"
<br />
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<br />
<br />LOT 3
<br />
<br />EASEMENT
<br />
<br />141.85'
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<br />SCALE: 1"~ 40'
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<br />80
<br />
<br />20
<br />
<br />40
<br />
<br />BEARINGS ARE REFERENCED TO THE
<br />PLAT or SIGGEL-GROVL
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<br />
<br />N
<br />
<br />87'34'26"
<br />
<br />113.77'
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<br />
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<br />'"
<br />
<br />101.67
<br />
<br />
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<br />32.0'
<br />
<br />o UNIT 0
<br />.;
<br />'" 4
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<br />92.26'
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<br />234.11'
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<br />32.0' in Z
<br />';6.0' I ~
<br />UNIT ~ .\Ji
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<br />"c; 9.5 >-
<br />~ 0 '
<br />15.5' ",3.0' 20.1 I S
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<br />LOT 2
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<br /> 33' 33'
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<br /> 33' 33'
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<br />
<br />CITY OF MADISON. DANE COUNTY, WISCONSIN
<br />
<br />,,"""'UII1
<br />,\\\ . '1"
<br />", CONs '"
<br />_,~"" ~\s 1J\t ,...............~ 1) THIS SURVEY IS SUBJECT TO ANY AND ALL EASEMENTS AND
<br />~... -~ AGREEMENTS RECORDED AND UNRECORDED.
<br />~ ~ 2) THE DISTURBANCE OF A SURVEY STAKE BY ANYONE IS IN
<br />::E ~ VIOLA liON OF SECTION 236.32 OF THE lM$CONSfNSTA TUTES.
<br />_ 3) WETLANDS, IF PRESENT, HAVE NOT BEEN DEUNEATED"
<br />=_ * * ::~ 4) BUILDING DIMENSIONS SHOWN ON UNIT FLOOR PLANS ARE
<br />- PER PLANS PROVIDED.
<br />i Sun Prairie : 5) UNIT DlMENSiONS AND AREAS ARE APPROXIMATE AND DO
<br />~ WI ... NOT SUPERSEDE THE UNIT BOUNDARIES AS SET FORTH IN
<br />-; <. Q.- ! THE CONDOMINIUM DECLARATIONS.
<br />~ A:/ A ~ ........l.O ......:- 6) ALL AREAS AND FEATURES OUTSIDE OF BUilDINGS ARE
<br />"'",' VD SUR""- """ . COMMON ELEMENTS. UNLESS OTHERWlSE NOTED ON THE
<br />II, \ MAP OR IN THE CONDOMINIUM DECLARATIONS.
<br />7) DRIVEWAYS, PATIOS, DECKS, WALKS AND PORCHES ARE ALL
<br />LIMITED COMMON ELEMENTS.
<br />\ .. ~ 8) ~~~D~~~RE~I~ID7~G~06~PI~~R~~~H p~~6~ro~N LOT 15;
<br />t FvP I
<br />, ~------
<br />,-----------\
<br />RAN\KIN
<br />\
<br />I
<br />1
<br />
<br />NOTES:
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<br />o
<br />I')
<br />
<br />N
<br />
<br />87'34'26"
<br />
<br />101.24'
<br />
<br />ROAD
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<br />
<br />12.0.12.0'
<br />cr. ~ In
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<br />Q IN"
<br />I- 19.9' in 32.0'
<br />Z' 6.0'-.i
<br />~ 1 UNIT. UNIT 10
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<br />20 2' - 15.5
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<br />
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<br />40' BUILDING ~BA~L1NE PER PLAT
<br />
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<br />LOT 1
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<br />\0
<br />
<br />
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<br />
<br />90.05'
<br />87'34'50"
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<br />
<br />
<br />PREPARED BY:
<br />BIRRENKOTT SURVEYING, INC.
<br />1677 N. BRISTOL STREET
<br />P.O. BOX 237
<br />SUN PRAiRIE, WI 53590
<br />(BOe) 837-7463 office
<br />(608) 837-1081 fox
<br />PREPARED FOR:
<br />FRED MiLLER CONSTRUCTION
<br />2318 VONDRON ROAD
<br />MADiSON, WI 53718
<br />(606) 221-,3111
<br />ATTN: FRED MILLER
<br />
<br />E
<br />
<br />L
<br />
<br />KOVV
<br />
<br />ROAD
<br />
<br />SHEET 2 OF 6
<br />OFFICE MAP NO, 011175A
<br />
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