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<br />N ~i~~I~~\~~EI~~F~~~~C~~DTel~~Ep~~~~ - ~ _ __ SECOND ADDENDUM TO HARBOR HOUSE CONDOMINIUMS PLAT
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<br />PAGE
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<br />4;l}5t,779
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<br />NOTES.
<br />1. THIS PARCEL IS SUBJECT TO ANY AND ALL EASEMENTS AND AGREEMENTS, RECORDED AND UNRECORDED.
<br />2. ALL STOOPS, SIDEWALKS, DECKS, AND PATIOS ARE LIMITED COMMON ELEMENT.
<br />3. ALL OTHER AREA NOT DESIGNATED AS LIMITED COMMON ELEMENT IS COMMON ELEMENT <CE).
<br />4. AREA COMPUTATIONS ARE BASED ON ARCHITECTURAL PLAN DIMENSIONS AND DO NOT SUPERSEDE UNIT
<br />BOUNDARIES AS SET FORTH IN THE CONDOMINIUM DECLARATIONS.
<br />
<br />DESCRIPTION'
<br />
<br />PART OF LOTS 15, 17 AND IS, AND PART OF OUTLOT 4, HIGHLAND VIEW PARK, IN THE CITY OF MADISON, DANE COUNTY,
<br />WISCONSIN, MORE PARTICULARLY DESCRIBED AS FOLLOWS'
<br />
<br />BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 15; THENCE ALONG THE WEST LINE OF SAID LOT 15, N 00'43'49' E,
<br />50S.00 FEET; THENCE EAST, 139.00 FEET; THENCE NORTH, 50.00 FEET; THENCE N lS'55'24' W, 30.S4 FEET; THENCE
<br />NORTH, SO.S3 FEET; THENCE EAST, 141.00 FEET; THENCE SOUTH, 160.00 FEET; THENCE S 12'45'09' W, 302.44 FEET;
<br />THENCE S 3S'18'05' W, 6S.37 FEET; THENCE S 27'02'23' E, 111. 45 FEET; THENCE ALONG THE ARC OF A CURVE CON CAVED
<br />NORTHWESTERLY, HAVING A RADIUS OF 767.31 FEET AND A CHORD BEARING S 74'35'50' W, A DISTANCE OF 226.13 FEET
<br />TO THE POINT OF BEGINNING.
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<br />SURVEYOR'S CERTIFICATE
<br />
<br />I, RONALD E. WILLIAMSON, REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THIS PLAT IS A CORRECT REPRESENTATION
<br />OF THE CONDOMINIUM DESCRIBED, AND THAT THE IDENTIFICATION AND LOCATION OF THE UNITS AND THE COMMON AND LIMITED
<br />COMMON ELEMENTS CAN BE DETERMINED FROM THE PLAT.
<br />
<br />DAm 7L?
<br />
<br />WILLIAMSON SURVEYING CD., INC.
<br />~ E. WILLIAMSON
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<br />
<br />RONALD E. WILLIAMSON S-1264
<br />PRESIDENT
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<br />RECEIVED FOR RECORDING THIS ~~ DAY OF J'1~r~-J ~007 AT;1:3Jo'CLOCK~ M., AND RECORDED IN
<br />VOLUME 6- 0 15'8 OFr.....J.. ON PAGES-L,~" :3 . ~ S . AND~. n ~
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<br />LINE DATA TABLE ~ ~~r 6f );! tis
<br />LINE BEARING DISTANCE ~ e
<br />Lt S 63'01' 17' E 22.31 (S 62'52' 00' E 22. 46')
<br />L2 N 22'10'04' /I 164.88 (N 22'02'00' If 165. 00')
<br />L3 N DO' 39' 29' E 103. 53 (N 00' 43' 19' E 103. 50' )
<br />L4 N31'43'52'E 91.95 (N31'45'00'E92.00')
<br />L5 N04'56'07'E 38.99 (N04'58'00'E39,00')
<br />L6 N 22'20' 29' E 67. 00 (N 22' 53' 00' D
<br />L7 N01'E4'31'E 47.E7 (NOO'4E'00'D
<br />L8 S 74'53'38' E 158.56 (S 74'51'E4' D
<br />L9 /lE:ST 17. 00
<br />LtO SOUTH 47. 06
<br />Ltl NORTH 50. 00
<br />Lt2 N 18'55'E4' /I 30. 84
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<br />LEGEND,
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<br />= SET 3/4' X 24' REBAR
<br />= FOUND 3/4' REBAR
<br />= FOUND I' IRON PIPE
<br />= FOUND 2' IRON PIPE
<br />= RECORDED AS DATA
<br />= LIMITED COMMON ELEMENT
<br />= COMMON ELEMENT
<br />
<br />CURVE: IJATA TABLE:
<br />CUR VE:
<br />Cl
<br />CE
<br />C3
<br />C4
<br />
<br />CHORD LE:NGTH
<br />f!86. 53
<br />34.49
<br />694.03
<br />EE6. 13
<br />
<br />CHORD BEARING
<br />S 8E'35' 18' E
<br />S 31'16' E6' E
<br />S 39'14' 07' I(
<br />S 74' 35' 50' /I
<br />
<br />TAN LENGTH
<br />144, 57
<br />E3. 8E
<br />389. 08
<br />114. 31
<br />
<br />RAIJIUS
<br />1070. 00
<br />E5. 00
<br />767. 31
<br />767. 31
<br />
<br />IJEL T A
<br />15'E3'El'
<br />8,. 14' 30'
<br />53'46'35'
<br />16'56' 49'
<br />
<br />JOB NO. 07\1-19
<br />SHEET 1 OF 6
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