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<br />VOL
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<br />P.O.B.
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<br />AT JUNCTION iRIDGE CONDOMINIUM PLAT
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<br />i" 24.84'
<br />139.84'
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<br />6 6'
<br />
<br />"FUTURE PHASES"
<br />
<br />UNIT No.
<br />
<br />UNIT 1
<br />UNIT 2
<br />UNIT 17
<br />UNIT 18
<br />UNIT 31
<br />UNIT 32
<br />
<br />\projects \ Ce253\cpOO-ce253. dwg
<br />
<br />CITY OF MADISON, DANE COUN;TY, WISCONSIN
<br />
<br />o 50
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<br />100
<br />t
<br />
<br />150
<br />I
<br />
<br />SCALE : ONE INCH = FIFTY FEET
<br />
<br />PHASE fA & fB SURVEY AND UNIT ENVELOPE DETAILS
<br />
<br />1.0.
<br />
<br />S89'Z2'58'E
<br />
<br />400.10'
<br />62.49'
<br />
<br />125.10'
<br />
<br />97.51'
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<br />PHASE fA
<br />
<br />'UNIT
<br />ENVELOPES'
<br />
<br />
<br />L29
<br />
<br />'"
<br />'"
<br />-'
<br />
<br />PROPOSED
<br />DRIVEWAY
<br />
<br />"FUTURE PHASES"
<br />
<br />PHASE LINE
<br />
<br />STREET ADDRESSES
<br />UNIT TYPE
<br />
<br />TYPE A
<br />TYPE C
<br />TYPE C
<br />TYPE B
<br />TYPE A
<br />TYPE B
<br />
<br />ADDRESS
<br />
<br />619 SAMUEL DRIVE
<br />617 SAMUEL DRIVE
<br />626 McGUFFEY DRIVE
<br />630 McGUFFEY DRIVE
<br />8501 REID DRIVE
<br />8503 REID DRIVE
<br />
<br />LINE TABLE
<br />
<br />NUMBER BEARING DISTANCE
<br />L7 S 89'22'58" E 25.00'
<br />L8 S 00'37'02" W 75.bo'
<br />L9 S 00'37'02" W 38.00'
<br />110 S 00'37'02" W 38.bO'
<br />111 S 00'37'02" W 10.00'
<br />112 S 89'22'58" E 90.00'
<br />113 S 00'37'02" W 10.00'
<br />114 N 00'37'02" E 38.00'
<br />115 N 00'37'02" E 38.bo'
<br />116 N 89'22'58" W 90.00'
<br />117 S 89'22'58" E 90.00'
<br />118 N 00'37'02" E 75.bO'
<br />119 S 42'28'52" E 40.b9'
<br />L20 N 67'55'59" E 38.00'
<br />L21 N 67'55'59" E 38.bO'
<br />L22 N 00'37'02" E 74.96'
<br />L23 S 22'04'01" E 90.00'
<br />L24 S 67'55'59" W 38.bO'
<br />L25 N 22'04'01" W 90.bO'
<br />L26 S 67'55'59" W 38.bO'
<br />L27 S 58'36'05" W 17.65'
<br />L28 N 22'04'01" W 90.bo'
<br />L29 S 89'22'58" E 62.49'
<br />L30 S 62'03'55" W 46.40'
<br />L31 S 27'56'05" E 39.39'
<br />L32 S 27'56'05" E 12.40'
<br />L33 S 27'56'05" E 39.39'
<br />L34 S 00'37'02" W 74.96'
<br />L35 S 00'37'02" W 22.24'
<br />L36 S 25'29'00" E 90.33'
<br />L37 N 25'29'00" W 90.33'
<br />L38 S 25'29'00" E 90.133'
<br />L39 S 64'31'00" w 38.bO'
<br />L40 S 64'31'00" W 38.bo'
<br />L41 N 64'31'00" E 38.bO'
<br />L42 N 64'31'00" E 38.bo'
<br />L43 N 14'11'11" E 12.74'
<br />L44 N 89'03'20" E 20.01'
<br />L45 S 25'22'24" W 36.89'
<br />L46 S 74'45'09" W 7.96'
<br />
<br />
<br />*NOTE: LINES IN THIS LINE TABLE REFER ONLY
<br />TO LINES ON THIS PAGEL
<br />
<br />"FUTURE PHASES"
<br />
<br />PROPOSED
<br />DRIVEWAYS
<br />
<br />
<br />589'03'ZO'W 404.34'
<br />54.20' 350.14'
<br />
<br />PHASE LINE
<br />
<br />'UNIT
<br />ENVELOPE"
<br />
<br />PHASE fE
<br />
<br />"FUTURE PHASES"
<br />
<br />615.66' 105.50'
<br />S89'03'20'W 721.16'
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<br />P.O.B.
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<br />SURVEYED BY:
<br />
<br />CALKINS ENGINEERING, LLC
<br />4918 TRIANGLE STREET
<br />P.O. BOX 379
<br />McFARLAND, WI 53558
<br />(608) 838-0444
<br />
<br />3-07-ZOOI
<br />
<br />00-CE253
<br />SHEET 2 OF 5
<br />
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