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<br />BEING A DIVISION OF LOT I,CERTIFIED SURVEY MAP NO. 4019 LOCATED IN THE EAST
<br />1/2 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 19 PLUS LOTS 1,2,3 AND 4, CERTIFIED
<br />SURVEY MAP 4020 LOCATED IN THE NW 1/4 AND SW 1/4 OF THE SE 1/4 OF SECTION 19, ALL
<br />IN T7N, R8E, TOWN OF MIDDLETON, DANE COUNTY, WISCONSIN
<br />MARK STEVEN GERHARDT, PROFESSIONAL LAND SURVEYOR, S-/983
<br />
<br />LANDS
<br />
<br />~,
<br />
<br />.."..... .
<br />
<br />'"
<br />
<br />IS 890 38'DS"e)
<br />S 89" 41' IO"E
<br />
<br />( 1323.56')
<br />1323.29'
<br />
<br />~
<br />
<br />Q
<br />
<br />x--x-
<br />
<br />
<br />
<br />r108.91'
<br />I ';-15'
<br />~. 10
<br />I .,.;
<br />~
<br />
<br />
<br />CURVE
<br />
<br />TABLE
<br />
<br />l
<br />
<br />I
<br />
<br />I
<br />
<br />CURVE
<br />NO..
<br />
<br />1-2
<br />1-3
<br />4-2
<br />5-6
<br />5-7
<br />8-6
<br />9-10.
<br />1/ -12
<br />
<br />LDT
<br />NO.
<br />
<br />LONG
<br />DISTANCE
<br />
<br />525.0.4
<br />252.56
<br />210..21
<br />289.29
<br />47.31
<br />177.86
<br />149.59
<br />225.68
<br />145.77
<br />84.99
<br />138.08
<br />19.60.
<br />119.73
<br />34.45
<br />74.95
<br />74.70.
<br />49.0.6
<br />281.46
<br />230..65
<br />55.0.0.
<br />174.78
<br />1/3.25
<br />62.27
<br />259.59
<br />SD.2D
<br />ISD.S2
<br />554.73
<br />223.98
<br />32.49
<br />191.60.
<br />26a.69
<br />193.35
<br />66.0.6
<br />35.28
<br />70..00
<br />55.01
<br />91.98
<br />34.0.6
<br />219.18
<br />/43.90
<br />S9.D6
<br />57.38
<br />524.13
<br />43./2
<br />10.0..50
<br />132.11
<br />170..04
<br />113.94
<br />249.52
<br />127.64
<br />123.32
<br />196.72
<br />232.10.
<br />54.75
<br />10.0..04
<br />79.80.
<br />59.SD
<br />93.53
<br />221.51
<br />76.1/
<br />146.55
<br />445.15
<br />223.54
<br />245.47
<br />94.69
<br />20.0..93
<br />149.35
<br />95.49
<br />239.71
<br />57.0.4
<br />10.6.0.4
<br />79.75
<br />
<br />C HDRD
<br />BEARING
<br />
<br />N14" 28'14"E
<br />ND7"40'58"E
<br />N22"IS'I/"E:
<br />N 14" 2S' 14"e
<br />N 25" 21'44"E
<br />NO.9" 25' 13"E
<br />N 12"2s'14"e
<br />N 48"28'14"E
<br />N39"IS'44"E
<br />N64"18'44"E
<br />N51"18'2D"e
<br />N 7D"24'D2"E
<br />N 4S" 14'08"e
<br />S 54036'45"E
<br />N7D"D3'DS"c
<br />ND7"D5'59"W
<br />561"22'D4"W
<br />S48"28'14" W
<br />S53"12'2S" W
<br />S2So12' 28" W
<br />SI2"28'14"W
<br />5 16022'D7"W
<br />5D5"22'D7"W
<br />SI40 2S'14" W
<br />5D5"27'2D"W
<br />518"27'2D"W
<br />514"28'14"W
<br />522"15'34"W
<br />526042'56"W
<br />521"30'16"W
<br />50.7"43' 33"W
<br />564"30.'18" E
<br />N 3800.3'55" e
<br />S12" 25'57"e
<br />565012' 53"E
<br />N 51" 49' DJ" E
<br />N 25" 3O'37"W
<br />S 87057'21"W
<br />N 64"22'D7"W
<br />N 89"D6'4D"E
<br />S S2"2D'24"E
<br />N 75"46'16" e
<br />N 3D"28'2D"E
<br />N 64024'D2"E
<br />N 54"59'28"E
<br />N 39"43' 45"E
<br />N 19051'44"E
<br />ND/"II' 4S"E
<br />N 18"3I'4D"W
<br />N 12"30.' 3/"W
<br />N 24045' 3/"W
<br />
<br />N 74"46'D5"E
<br />S 74"46'D5"W
<br />586"41'2D"w
<br />5 76"25'50." W
<br />56403D'35"W
<br />5 74"0.1' 4D"W
<br />N740DI' 4D"E
<br />S 18"31' 4D"E
<br />526"35'5D"E
<br />5 14"20'5D"E
<br />530028'2D"W
<br />5 II" 12' 27"W
<br />547"57'27"W
<br />S89"D6'4D"W
<br />N57"25'OO"W
<br />N 64"25' DD"W
<br />S64"25'DD"E
<br />557"25'DD"E
<br />544"2O'3D"E
<br />5 55"49' DO." E
<br />S68"53' 3D"E
<br />
<br />RADIUS
<br />
<br />CENTRAL
<br />ANGLE
<br />
<br />26000'0.0. "
<br />12"25'28"
<br />10020106"
<br />26"0.0.'0.0."
<br />04013' 00"
<br />15"53'58"
<br />22"0.0.'0.0."
<br />50."0.0.'0.0."
<br />31"41'0.0."
<br />180/9' 00"
<br />44019'48"
<br />06"0.8'24"
<br />187"40.'14"
<br />33"22'00'
<br />770181'4"
<br />77000'00"
<br />24"12'20."
<br />50."00'0.0."
<br />40." 3(32"
<br />D9"2S'2S"
<br />22"0.0'00"
<br />14012'/4"
<br />0.7"47'46"
<br />26"0.0.'00"
<br />0.7"58'12 "
<br />I S"DI'48 "
<br />26"0.0.'00"
<br />10025' 20"
<br />0.1030'36"
<br />08054'44 ,.
<br />120 30t38 H
<br />19"59'24"
<br />29301/'52"
<br />34"11'36"
<br />71022' liS"
<br />54" 33'56"
<br />10.0.00.5 20."
<br />3Z058'44 "
<br />20015'46"
<br />43046'40"
<br />26"4D'4S"
<br />1700.5'52"
<br />73030'0.0."
<br />0.5038' 36"
<br />13010.' 32"
<br />17" 20.' 54"
<br />22"23' 0.8 "
<br />14"56'50"
<br />24"30'0.0."
<br />12" 27'42 "
<br />12" 0.2' 18 "
<br />
<br />3/"0.5'30."
<br />31"0.5' 3D"
<br />07015' 00"
<br />13"15' DO."
<br />10"34' 3D "
<br />2go36' 40."
<br />29"36'40. "
<br />24" 30'0.0."
<br />0.8"21'40."
<br />16"0.8' 20."
<br />73"30.'0.0."
<br />34"58'14 "
<br />38031'46"
<br />43"4640."
<br />340/0'0.0."
<br />480/0' DO."
<br />48"10.'0.0."
<br />34010' 00"
<br />0.8"0.1'0.0."
<br />14" 56' DO."
<br />II" 13' DO."
<br />
<br />ARC
<br />LENGTH
<br />
<br />529.57
<br />253.0.6
<br />210..50.
<br />291.78
<br />47.32
<br />/78.43
<br />150.52
<br />233.0.0.
<br />147.64
<br />85.36
<br />141,59
<br />19.61
<br />196.53
<br />34.94
<br />80..95
<br />80..64
<br />49.43
<br />290..60.
<br />235.53
<br />55.0.7
<br />175.85
<br />1/3.54
<br />62.32
<br />261.83
<br />SO.. 26
<br />181.57
<br />559.52
<br />224.29
<br />32.50.
<br />191.79
<br />269.22
<br />194.33
<br />307.0.4
<br />35.81
<br />74.74
<br />57.14
<br />10.4.81
<br />34.54
<br />220..33
<br />147.46
<br />89.87
<br />57.59
<br />561.87
<br />43.14
<br />100.72
<br />132.62
<br />171.13
<br />114.26
<br />251.43
<br />127.89
<br />123.54
<br />199.15
<br />234.97
<br />54.79
<br />10.0..26
<br />79.92
<br />60.,47
<br />94.58
<br />223.21
<br />76.17
<br />147.0.4
<br />477.21
<br />227.0.5
<br />250..16
<br />97.0.4
<br />20.3.94
<br />153.84
<br />98.36
<br />243.30.
<br />57.0.9
<br />10.6.34
<br />79.87
<br />
<br />TANGENT
<br />BEARING
<br />
<br />'"
<br />"" -
<br />-'"
<br />-'0)
<br /><1:-'
<br />:to 0
<br />I- -tu
<br />;:''''':e
<br />0....;:,
<br />"''"'"
<br />4J ...(1)
<br />'J:~~
<br />!-
<br />o~
<br />"'0'
<br />0-'"
<br />wl-..-
<br />",0".
<br />""w",
<br />"''''0
<br /><1:....'"
<br />llJ'o(f>
<br />~ '"
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<br />~ IJ..I
<br /><l:w'"
<br />"''l:::to
<br />"'!-o
<br />en _
<br />....:x:
<br />o~
<br />
<br />
<br />1167.0.0.
<br />1/67.0.0.
<br />1/67.0.0.
<br />643.0.0.
<br />643.0.0.
<br />643.0.0.
<br />392.0.0.
<br />267.0.0.
<br />267.00
<br />267.0.0.
<br />183.0.0.
<br />183.0.0.
<br />60..0.0.
<br />60..0.0.
<br />60..0.0.
<br />60..0.0.
<br />1/7.00
<br />333. DO.
<br />333.0.0.
<br />333.00
<br />458.0.0.
<br />458.0.0.
<br />458.0.0.
<br />577.0.0.
<br />577.0.0.
<br />577.0.0.
<br />1233.00
<br />1233.0.0.
<br />1233.0.0.
<br />1233.0.0.
<br />1233.0.0.
<br />557.0.0.
<br />60..00
<br />60..00
<br />60..0.0.
<br />60..0.0.
<br />60.0.0.
<br />50..00
<br />623.0.0
<br />193.0.0.
<br />193.0.0.
<br />193.0.0.
<br />438.0.0.
<br />438.0.0.
<br />438.0.0.
<br />438.0.0.
<br />438.0.0.
<br />438.0.0.
<br />588.0.0.
<br />588.0.0.
<br />588.0.0.
<br />367.0.0.
<br />433.0.0.
<br />433.0.0.
<br />433.0.0.
<br />433.0.0.
<br />1/7.00
<br />183.0.0.
<br />522.0.0.
<br />522.0.0.
<br />522.00
<br />372.0.0.
<br />372.0.0.
<br />372.0.0.
<br />127.0.0.
<br />342.0.0.
<br />183.0.0.
<br />/17.00
<br />40.8.0.0.
<br />40.8.0.0.
<br />40.8.0.0.
<br />40.8.0.0.
<br />
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<br />
<br />N 13053'42" E:
<br />N 1700.8' D8"E
<br />
<br />2
<br />6
<br />
<br />S 23oIS'14"W
<br />:;,17"22'12"W
<br />
<br />7
<br />37
<br />22
<br />
<br />I
<br />"01
<br />
<br />
<br />..
<br />'t
<br />\0
<br />I')
<br />....
<br />
<br />23
<br />D.L. 2
<br />
<br />5 zg"08'26"W
<br />
<br />',. r's
<br />J 4-6;" .
<br />.. U o'j-..
<br />.... ..........S'l.1-
<br />, ............J~
<br />~ """S..9.//' /1.- ,
<br />~
<br />.........
<br />
<br />13-15
<br />13-14
<br />14-15
<br />
<br />D.L. 2
<br />
<br />N 4503!J' 59"W Ii 5 37"55'45"E
<br />
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<br />l()
<br />
<br />D.L.2
<br />24
<br />25
<br />26
<br />
<br />
<br />549"15'54" W
<br />
<br />16-17
<br />18-19
<br />
<br />-...
<br />m
<br />;;;
<br />'"
<br />
<br />26
<br />27
<br />
<br />"
<br />
<br />20.-21
<br />
<br />N
<br />
<br />29
<br />3D
<br />
<br />J
<br />
<br />22-23
<br />
<br />39
<br />40.
<br />
<br />6'
<br />
<br />24-25
<br />24-26
<br />
<br />N 1700.2'54" E
<br />
<br />41
<br />42
<br />49
<br />2
<br />
<br />20
<br />60,110 S.F.
<br />
<br />N 13~5f'52" E:
<br />S 54"3Q'3,,"E
<br />N 71027 '59" E
<br />
<br />21
<br />60,/00 S.F.
<br />
<br />27-25
<br />28-29
<br />29.30.
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<br />
<br />a N 04"39'51"E
<br />
<br />SCALE: I": 100'
<br />
<br />2
<br />3
<br />4
<br />5
<br />6
<br />6
<br />
<br />lJ"'J"_
<br />0. 50.
<br />NOTES:
<br />
<br />,
<br />20.0.
<br />
<br />10.0.
<br />
<br />lOll)
<br />I')<\J
<br />r-: ·
<br />'t -
<br />_ 0 _ ~
<br /><r, -'0-
<br />33' 3'<:
<br />
<br />6
<br />
<br />(I)'
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<br />ceo
<br />~:
<br />~.
<br />s& .
<br />o~
<br />6',> ~/6'"
<br />'<9,>,~
<br />
<br />S54014'14"E
<br />
<br />30.-31
<br />32-33
<br />
<br />1. All distances are to' the nearest
<br />one.hundredtll of a foot. All
<br />Bearings are measured to the
<br />nearest 01" Df arc.
<br />
<br />9
<br />10.
<br />
<br />'",
<br />\0 '"
<br />10'
<br />l:l
<br />
<br />33-34
<br />
<br />N 67013'20." E
<br />
<br />2. All curve distances are chord
<br />measure.
<br />
<br />-+LI21
<br />
<br />616'
<br />33'133'
<br />
<br />10.
<br />/I
<br />12
<br />13
<br />14
<br />
<br />15~
<br />3D~ _I
<br />
<br />DRAR'f
<br />fOR 1'f.t>lf'RADIUS 1
<br />t.lf.I'i1' D (60
<br />EASE AROUN ,
<br />1'URW ~,'~,\~ :t'"
<br />o A"> A
<br />~6\ lu
<br />-
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<br />"'<\J
<br />o
<br />- 0
<br />0_
<br />",0
<br />
<br />~
<br />
<br />3. All utilities in tllis Plat are to be
<br />installed underground.
<br />
<br />4. UTILITY EASEMENTS: NO pOles.
<br />pedestals or buried cables are to
<br />be installed so their placement
<br />would not disturb a survey stake;
<br />nor obstruct ViSibility along lot
<br />lines.
<br />
<br />1--
<br />
<br />ND50I5'40"W
<br />
<br />34-35
<br />
<br />14
<br />15
<br />16
<br />
<br />,
<br />
<br />/'
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<br />(I)'
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<br />:eo
<br /><It:
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<br /> ~
<br /> .,.;
<br /> 0
<br />32 't
<br />65,020 S.F. It)
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<br /> 't
<br /> !<)
<br /> !<)
<br /> ~
<br />
<br />/
<br />-/
<br />10 31
<br />'l; 65,080 S.F.
<br />~"<J4i
<br />
<br />1588"3I'46"E
<br />5D~00~.s..~
<br />I ....~o~
<br />.... "'0'
<br />1"'0--':::'" <'!}"
<br />'.?J~~
<br />,
<br />
<br />36-37
<br />38-39
<br />
<br />~
<br />
<br />/7
<br />18
<br />19
<br />20.
<br />33
<br />
<br />tv 't ....
<br />'" - 0)
<br />&i <0 ci
<br />(\,f<\J f;)
<br />
<br />S. lot owners sllall not alter
<br />drainage swales. roadside ditches.
<br />nDr natural drainage ways or any
<br />lOt without tIle written consent of
<br />the TDwn Board of Middleton.
<br />
<br />,
<br />
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<br />40..41
<br />42-43
<br />44-45
<br />
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<br />50.6" 16' 4O"e
<br />
<br />N 88031'46"W
<br />279.94'
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<br />-
<br />
<br />33
<br />34
<br />
<br />6. VISION CORNER; NO structure of
<br />any kind shall be permitted within
<br />a vlslDn corner whiCh exceedS a
<br />height of 2.1/2' above the elevation
<br />of tile intersection except for
<br />necessary Highway and traffiC
<br />signs. approved public utility lines
<br />and open fences through whiCh
<br />there is clear vision; nor shall any
<br />plant material, except grasses or
<br />Similar turf, be permitted which
<br />Obstructs safe vision of the
<br />approaches to the intersection.
<br />
<br />S 570132D"W
<br />
<br />45-46
<br />
<br />"0
<br />'"
<br />
<br />34
<br />35
<br />35
<br />42
<br />44
<br />45
<br />
<br />46-47
<br />48-49
<br />50.-51
<br />52 -53
<br />54-55
<br />
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<br />0)
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<br />-
<br />
<br />47
<br />48
<br />49
<br />
<br />S 8905/' 48" E t
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<br />
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<br />
<br />N ?9"/~'
<br />u'?O"W
<br />277:99'
<br />
<br />7) OUTLOTS I Af>.O 2 ARE PROHI61TED
<br />fROM ERE'::TION Of BUILDINGS fDR HlJMAf>. HABITATICt. AND THE INSTALLATIDN
<br />OF -'OIL ABSORPTlOII. SYSTEf>4S fOR SEI'TIC TAII.K EFfLlJEf>.T.
<br />(NOTES ARE CONTINUED or-; SHEET I OF 3 SHEETS)
<br />LEGEND
<br />
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<br />65,080 S.F. ,o~
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<br />
<br />DENOTES 3/4- X 24" STEEL REINFORCING ROD FOUND.
<br />
<br />DENOTES 1.1/4" X 30" STEEL REINFORCING ROO SET. MIN. WT. . 4.30 LaS. PER liNEAR FOOT. All OTHER lOT
<br />CORNERS MONUMENTED WITH 3/4" X 24" STEEL REINFORCING RODS. MIN. WT. . 1.S0 lBS PER liNEAR FOOT.
<br />
<br />DENOTES PREVIOUSLY RECORDED BEARINGS AND DISTANCES.
<br />
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<br />
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<br />=t-*= _.L
<br />-,r --r
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<br />DENOTES PUBLIC UTILITY EASEMENTS. DIMENSIONS AS SHOWN.
<br />
<br />DENOTES liMITS OF STORM WATER DRAINAGE AND/OR STORM WATER DETENTION EASEMENTS. WIDTHS AND
<br />OTHER PERTINENT DIMENSIONS AS SHOWN.
<br />
<br />DE"'OTE~ RECF.EATIONAL TRAIL EASEMEf>.T TO THE TOWN OF MID)LETON AS OEFI"'ED BY 5E(;TIOII
<br />10-2'10 OF THE TOW'" OF I-nIOOLETON L4NO DIVISION ANC SU&(.IVIi>ION COl..E..
<br />
<br />DENOTES LOTS DESIGNATED FOR ON SITE AT SURFACE SEPTIC DISPOSAL SYSTEM AS BASED ON PREliMINARY SOilS
<br />TESTING. FUTURE ON lOT TESTING MAY INDICATE THAT LOTS SO DESIGNATED ARE CAPABLE OF BEING SERVICED
<br />BY A CONVENTIONAL SYSTEM.
<br />
<br />.......
<br />
<br />
<br />@J
<br />
<br />7
<br />65,080 S.F.
<br />~
<br />
<br />-/2 Z-
<br />-L_ __ _
<br />
<br />DENOTES AREAS WHICH ARE UNSUITABLE FOR THE INSTAllATION OF SOil ABSORPTION SYSTEMS AS BASED ON
<br />PRELIMINARY SOilS TESTING BUT WHICH MAY BE FOUND SUITABLE UPON FURTHER SOil TESTING.
<br />- ---- DENDTes LIMIT 0.1' TeMPDRARY
<br />DENOTES GROUND SLOPES IN EXCESS OF 12%. DRAINAGE: EAseMeNT
<br />
<br />
<br />\ \ II
<br />10\';~
<br />
<br />8
<br />
<br />."..----
<br />l ')
<br />---~
<br />.
<br />
<br />9
<br />
<br />/'
<br />"
<br />
<br />DENOTES 1-1/4" X 3D" STEEL REINFORCING ROO FOUND.
<br />
<br />x.-x OENOTES EXISTINO FENCE
<br />
<br />SHEET 2 OF 3 SHEETS
<br />
|