|
<br />LEGEND
<br />
<br />o
<br />@
<br />
<br />Found angle iron
<br />Found 1-1/4" iron rebar
<br />
<br />@
<br />
<br />Found 1" iron pipe
<br />Found 3/4" iron rebar
<br />
<br />.
<br />
<br />o
<br />
<br />Placed 1-1/4" X 18'" iron rebar weiqhlnq 4.30 fbs/ft.
<br />
<br />AI! other lot and outlot corners ors marked with
<br />3/4" X 18" iron rebar weIghing 1.50 lbs/ft.
<br />
<br />~
<br />
<br />Denotes slopes in excess of 20%
<br />
<br />~
<br />
<br />_L_
<br />r-
<br />
<br />Public utility easement (12' wide unless otherwise dimensioned). Utility
<br />easements as herein set forth are for the use of PUBLIC BODIES and
<br />PRIVATE PUBLIC UTILITIES havIng the right to serve the area.
<br />
<br />':, '- '- '- '- '- '- '-'-No Vehicular Access to Rocky Dell Road
<br />
<br /> CURVE TABLE
<br />CURVE RADIUS CHORO ARC CHORO CENTRAL
<br />NUMBER LOT I FEET! (FEET) (FEET) BEARING ANGLE
<br />1-2 1326.17 13.59 13.59 S38" 12 ' 19 "w 00"35'14"
<br />3-4 25.00 35.36 39.27 S83" 29' 56"W 90"00'00"
<br />5-6 183.00 71.72 72.19 N62"48 '07"W 22036'06"
<br />7-8 183.00 51. 07 51.24 N82"07'25 "'w 16"02'30'"
<br />9-10 60.00 104.24 250. 70 S29" 50' 34 HE 239"23'49/J
<br /> 6 60.00 84.38 93.58 S45010'27/'W 89021 '48#
<br /> 8 60.00 53.38 55.32 S25"55"17"E 52"'49'40"
<br /> 9 60.00 90.02 1 0 1. 79 N79" 03' 42 HE 97"12'22"
<br />10-11 50.00 49.54 51.83 N60"09'26"E 59023'49;1
<br />12-13 117.00 32.65 32.76 S82"07'25"E 16<>02'30"
<br /> 9 117.00 8.64 8.64 S88"01 '42"E 04" 13'56/1
<br /> 10 117.00 24.07 24.12 S80" 00' 2 7"E 11"48'34"
<br />14-15 /17.00 45.85 46.15 S62" 48' 07 "E 22036' 06 U
<br />16-17 25.00 38.42 43.81 501'" 17' 41 uE 100"24'46/1
<br />17-18 350.00 242.28 247.40 S69"09'40UW 40"29'57/1
<br />19-20 1349.20 205.58 205. 78 S85"02'30"W 08"44'19/1
<br />21-22 117.00 157.67 173.00 N86.08'20"E 84"43'12/1
<br />
<br />TANGENT
<br />BEARING
<br />
<br />LINE TABLE
<br />
<br />!NOO'_ ~ ~ ~7_"E ~~ _
<br />
<br />oijjLQLi~
<br />PINE MANOR ESTATES
<br />-::-@--
<br />------------
<br />----
<br />~--- L.l
<br />ROCKY _25}h __~-----------
<br />'--==--"ioMf w
<br />---- ----~------~-------
<br />---
<br />----
<br />---
<br />
<br />1-537" 54' 42 /lW
<br />
<br />to-N89.51 '20"E
<br />
<br />17-S48.54'42"W
<br />
<br />22-N43"46' 44"E
<br />
<br />1-------------------------------------------------------------~
<br />I VISION CORNER 15'SIGN., :
<br />: ANa SIGN EASEMENT oETAIL EASEMENT~ ~o, I
<br />: 1"=50' ~" ",'l-: :
<br />f ~~ ll"ll \ J (0 f
<br />",,?, '\ to I
<br />I o"\?~ / ''''<J'\ '
<br />I LINE BEARING - DISTANCE " So 5" 'l-'l- I
<br />, L17 S71"55'00"W 15.73'" I
<br />: L18 SI8"09'57"W - 8.88' 35.36,G> I :
<br />I ,
<br />I ,
<br />I ,
<br />I I
<br />I I
<br />I VISION \ / '
<br />I W~ /1
<br />I (SEE NOTE 121 I / I
<br />I I "0, / ,
<br />1 // ,
<br />, / I
<br />I I / I
<br />I / I
<br />
<br />:, ///t // :,
<br />VISION r
<br />I CORNER ..... / I ,
<br />: (SEE NOTE 121 lb_ /// I :
<br />
<br />, / I I
<br />'0"'11 // I I
<br />I '? _' ,
<br />I ?~ A1' I
<br />I So" ,a1' I
<br />I ~ ,
<br />I I
<br />, I
<br />, I
<br />~-------------------------------------------------------------
<br />
<br />NOTES:
<br />
<br />1) Outlot 1 sholl be utilized for the maintenance and inprovement
<br />by the Rocky Dell Estates Neighborhood Association. Inc. solely
<br />for 0 Tree Preservation Area. See Declaration of Conditions. Covenants.
<br />Restrictions. andEosements for Lots One(1) through TweJve(12) Inclusive
<br />ond Outlot One (1). Rocky Dell Estates. in the Town of Middleton.
<br />Done County. Wisconsin.
<br />2) Outlot 1 shall be owned ond maintained by Rocky Dell
<br />Estates Neighborhood Association. Inc.
<br />]) Building setbock lines shown os required by the Town of
<br />Middleton and enforceable by the Town of Middleton. In case
<br />of 0 confl iet between the bui Iding setback Jines as shown and
<br />the Dane County Zoning Code setback requirements, the more
<br />restrictive of the two shall apply.
<br />4) No vehicular access to Rocky Dell rood from Lots 7,11.12 and
<br />Outlot 1.
<br />
<br />5) The minif1lJm unprotected foundation opening for Lots 11 and 12
<br />6) All publiC stormwoter drainage easements and the public
<br />stormwater management eosement ore to the benefit of the Town
<br />of Middleton.
<br />7) Access to Lot 1. CSM 4641. ocross Lot 6 shall only be gronted
<br />if Lot 1. CSM 4641 is further subdivided or the current occess
<br />from Lot 1, CSM 4641 to Airport Road is prohIbited and/or removed
<br />by the Town of Middleton.
<br />8) Lots 6. 7 and the entirety af Outlot 1 are subject to a public
<br />recreational trail easement to the Town of Middleton. The Town of
<br />Middleton. as owner af the public recreational trail. sholl general(y
<br />hove the right to imProve. repair, maintain Gnd alJow pUblic use of
<br />the public recreational troi I easement as the TO\1ff1 from time to time
<br />determines.
<br />
<br />1030.3
<br />
<br />9) Lot 1 and Lot 12 ore subject to sign easements ta the Rocky Dell
<br />Estates Neighborhood Association. Inc.
<br />10) Lots 6, 7 and 8 to be subject to a Driveway Access Easement
<br />Agreement to be recorded as a separate document.
<br />11) Lats 11 and 12 are subject to a 25' Landscope Easement to the
<br />Rooky Dell Estates Neighborhood Association. Inc. The Town of
<br />Middleton shall be granted aCCeSS over the entirety of the
<br />L ondscape Easement.
<br />12) No structure or improvement of any kind is permitted within the
<br />vision corner. No vegetation within the vision corner may exceed
<br />30 inches in height.
<br />13) Distances shown aiong curves are chord lengthS.
<br />14) This instrument drafted by D'Onofriot Kottke & Associates, Inc.
<br />
<br />FN: 06-07-124
<br />
<br />----..... - --
<br />D'ONOFRlO KOTTKE AND ASSOCIATES. INC.
<br />YOUR NATURAL RESOURCE fOR LAND DEVELOPMENT
<br />
<br />7530 Westward Way
<br />M,<ii<on. WI 53717
<br />Phone: 608,833.7530
<br />E"" 608.833.1089
<br />
<br />Rev i sed thl s
<br />Revised this
<br />
<br />LINE
<br />L1
<br />L2
<br />L3
<br />L4
<br />L5
<br />L6
<br />L7
<br />L8
<br />L9
<br />L10
<br />L11
<br />L12
<br />L13
<br />L14
<br />LIS
<br />L16
<br />
<br />BEARING OiSTANCE
<br />S52"05'18"E - 34.82'
<br />N15'53'50"E - 50.00'
<br />S74"06'10"E - 40.00'
<br />N89"51 '20"E - 3.09'
<br />531"48'19"E - 189.32'
<br />SI1"22'45"W - 56.69'
<br />S57.40'52"W - 47.54'
<br />Nll'22'45"W - 64.10'
<br />N31"48'19"W - 170.94'
<br />S48"43'45"E - 37.73'
<br />N47'05'46"W - 21.82'
<br />S89"24'39"W - 20.36'
<br />SI1.22'45"E - 25.45'
<br />N89"24'39"E - 13.33'
<br />S47"05'46"E 17.41'
<br />N38"29'56"E 97.49'
<br />
<br />30' WIDE PUBL IC
<br />RECREATIONAL TRAIL
<br />EASEMENT (SEE NOTE 81
<br />
<br />"'I
<br />~I
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<br />-'I
<br />GlI
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<br />
<br />15' PUBLIC
<br />RECREA T IONAL
<br />TRA IL EASEMENT
<br />(SEE NOTE 81
<br />
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<br />
<br />ROCKY DELL ESTATES
<br />
<br />
<br />~ tf1(;b f653
<br />
<br />LOCATED IN THE NW1(4, NE1(4, SE1(4 AND SW1(4 OF THE SE1(4 OF SECTION 6
<br />AND THE NW1(4 OF THE SW1(4 OF SECTION 5, T7N, R8E, TOWN OF MIDDLETON,
<br />DANE COUNTY, WISCONSIN
<br />
<br />SCALE: 1" = 100'
<br />
<br />~~
<br />
<br />100 50 0 100
<br />GRAPHIC SCALE
<br />
<br />1:1-
<br />I
<br />
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<br />,--
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<br />OVLI y--
<br />
<br />
<br />BEARING REFERENCE: THE WEST LINE OF THE
<br />SE1/4 OF SECTION 6 IS ASSUMED TO BEAR
<br />NOO. 07' 02 "w.
<br />
<br />
<br />}0 s $
<br />
<br />E//4 CORNERJr
<br />
<br />-----~-
<br />'["/1-1'7-
<br />\\ \) p p.. g-<; >
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<br />
<br />SECTION 6
<br />T7N. R8E
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<br />!:!.ALNSU51E_ : !:!.11:JI.QJ51E_
<br />(N89'59'EI603.oo'/
<br />589'44'34*E 1603.13'
<br />240.00
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<br />BENCHMARK: ~ :::
<br />TOP OF 3/4" IRON REBAR-~();'
<br />ELEV = 1109.30 2:0
<br />USGS OA TUM - 0
<br />
<br />(N89'45'25"E 298.401 ~
<br />N89'SI'20*E 298.73'
<br />n~I!...fi.1.:.---~ 90.06
<br />12' .
<br />I ~ 18J.66i -
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<br />_ CJ'l SETBACK :::
<br />\0 b- LINE. I l()
<br />1m (SEE NOTE ]1 I :-
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<br />In
<br />
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<br />
<br />186.30
<br />----J C1- --------
<br />~/ I ~ 2Q'PUBLlC
<br />5 '61' STORMWATER
<br />"'I I' DRAINAGE
<br />36.345 S.F. ;;" il1 EASEMENT
<br />ltjl J..
<br />" ''0
<br />12'PU8LIC STORMWATER$/ I::!
<br />DRAINAGE AND UTILITY ,
<br />EASEMENT f :
<br />/ /
<br />, ,
<br />
<br />209.38'
<br />
<br />4
<br />44.193 5.F.
<br />
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<br />/
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<br />DELL
<br />DELL 589' 24
<br />
<br />@) ;w. 72'
<br />/
<br />
<br />THE PUBL I C
<br />
<br />~
<br />
<br />'"
<br />- N84047'35"W
<br />o 103.31'
<br />
<br />N8"'47 36 11
<br />104.80'
<br />----
<br />---
<br />----
<br />
<br />...
<br />o
<br />, --~-ROCKY
<br />ROCKY \;\, _----- --=.- -- @
<br />1 VI 391.10 _-----€Y--
<br />580040 :z _------. R= 1309.20'
<br />------ D= 08'44'19"
<br />_ _ - - - - - - CH=58S'02'30""
<br />--- 19~~'
<br />L=199.68'
<br />
<br />is
<br />C>
<br />"
<br />
<br />379.39'
<br />
<br />'tOAD
<br />
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<br />
<br />! Luwov. UNPLAJ!.E.p J.~"!.()~
<br />I 8ENCHMARK:
<br />I RR SPiKE IN PP
<br />I <LEV ~ 1023.11
<br />USGS DA TUM
<br />
<br />---
<br />
<br />1!Iyf'1,'~.!!.E!! _L~"!.()~
<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 />Certifi~~~ ~
<br />/fl ~~ .1)0 ~
<br />
<br />~epartmentoK~str ~
<br />
<br />SE CORNER
<br />SECTION 6
<br />T7N. R8E
<br />ANGLE IRON
<br />
<br />Q.
<br />~
<br />\.9
<br />
<br />FND
<br />
<br />..j)
<br />'^
<br />~
<br />["
<br />
<br />
<br />JCPrl day of /'1)9RC. II
<br />3~O day of S'ePTEMi?F~
<br />
<br />2008.
<br />2008.
<br />
<br />L .4 TS
<br />
<br />P. GE-
<br />
<br />.;2.. <J 1
<br />
<br />1-- -------- --1'-- ---- ----,
<br />, , I
<br />1 1 '
<br />, , 1
<br />! ! i
<br />1 Nf 1/4 I NW 1/4 ,
<br />, THIS PLAT I
<br />! , i
<br />1 1 '
<br />ti-------- -~-----------~
<br />. , i'
<br />! 1
<br />I, 1
<br />SW 1/4
<br />1 '
<br />, 1
<br />! Sf 1/4 I
<br />1 '
<br />~___________~__________J
<br />
<br />LOCATION MAP
<br />
<br />"'........---.......,......'
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<br />/ '-
<br />I \
<br />I N89' 38' 38"E I \
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<br />i-_____
<br />R= 1366.17'
<br />D= 00'35'14"'
<br />CH= 538'12' 19"'"
<br />14.00'
<br />L= 14.00'
<br />T8= 537'54'42"'"
<br />
<br />~
<br />-,,"
<br />
<br />....
<br />...
<br />~
<br />
<br />/
<br />
<br />NOTE:
<br />RESERVEO FOR FUTURE
<br />ROAD RIGHT-OF-WAY
<br />TO THE TOWN OF
<br />MIDDLETON,
<br />
<br />.bQ.T_!
<br />fE.BIIf LEQ ..?!lR..'!SX
<br />MA.f_NQ_91'?L
<br />
<br />R= 390.00'
<br />D= 50'54'44"
<br />CH= 563'57'18""
<br />335.26'
<br />L = 346. SS'
<br />l\)
<br />~
<br />"
<br />'"
<br />
<br />SHEET
<br />
<br />1
<br />
<br />OF
<br />
<br />2
<br />
|