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<br />CUR"f: RADIUS <br />Cf06 23.00 <br />Cl07 50.00 <br />Cl08 26.00 <br /> <br />~,oc <br /> <br />~I <br /><: <br />~l <br /> <br />^ <br />~ <br />;~. <br />i~ <br />~" <br />.~~-(S <br />,,'iil <br />t,S> ~ <br />.~,ili <br />,):::~ <br />NA <br />KI'! <br />.~~<S <br />CS;;'~ <br />""".<:!. <br />~." <br /> <br />~I <br /><: <br />:)1 <br /> <br />(j, $3"1 <br /> <br />;:s <br />........ <br />~ la~ <br />l() :!::!::; <br />~!:)~ <br />1<:lJ1 <br />~l}j~ <br />~;;: <::> <br />~~l}j'" <br />~ ~+ <br />~~~~ <br /> <br />IIEST 1/4 CORNER <br />OF SECllON <br />36-9-10 FOUNDI <br />3/4" REBAR 'd-i <br /> <br />EASEMENT CUR"f: TABLE <br />ARC CHORD BEARING <br />30.47 28.29 S51"55'24"W <br />63.46 59.28 S5019'45"W <br />39.09 35.51 S4J'36'40.5~W <br /> <br />I <br /> <br />MIGRA nON PA TH ESTA TES <br /> <br />DELTA <br />75"54'18" <br />72"43'00" <br />86'09'09" <br /> <br />BEARINGS REFERENCB) TO THE <br />~T Lll'lE OF 7J!E NW 1/4 OF <br />SECTJO!! J6-9-1(J, BEARiNG S <br />0()'3~'OP"1f' A$ PER THE WfSDOT <br />COI./UTY CO{)R.D/UA.TE' SYS7EJ,( OF <br />dME C()!)NtY, 1991 AO.A.IS1MENT <br /> <br />LOCA TlON MAP <br /> <br />SCALE: 1" = 2000' <br /> <br />t~. ' <br /> <br />l <br />: ." <br />lU/- <br /> <br />/1C <br />I~~ <br /> <br />3J ?~ <br /> <br />, <br />"'l- <br />.... <br />~~ <br /><a!ll <br />~ <br />:!:l.I~ <br />(Q<S <br />~N' <br />~~ <br />N a <br />~~ <br />:ct <br /> <br />~I <br />~~ <br />... <br /> <br />~I <br />~ <br />-1<;51 <br />....<t <br />~I~I <br /> <br />S89Wi'04"'W <br />71,85' <br />(S89'2t'19"W, 7201') <br /> <br />~I <br />~I <br /> <br />! <br /> <br />, <br />t.::: <br />~::-.. <br />-lIS <br /><a:t <br />'" <br />:!:l.I~ <br /><a!ll <br />~~ <br />~~ <br />N"" <br />~ <br />:ct <br /> <br />'; <br /> <br />~I <br />~I <br />~<05J <br /> <br />. 71.85' ; t __ <br /> <br />t <br />JANl2S.... <br /> <br />. <br /> <br />'. <br /> <br />I <br />'33~~ <br /> <br />" .Ojl <br />.lICiT7 " <br />I <br /> <br />~ <br /> <br />. <br /> <br />@ <br /> <br />o <br /> <br />VDL <br /> <br />~9-o::,L(1J <br /> <br />P Lfl T S <br /> <br />I 7 ;;;L. <br /> <br />PIlGi' <br /> <br />LEGEND <br />FOUND SECllON CORNER OF RECORD, <br />TYPE OF MONUMENT AS NOTED. <br /> <br />PUBLIC UllLlTY EASEMENTS - FOR UllLlllES <br />HA VfNG lliE RIGHT TO SERVE llilS <br />DEVELOPMENT; UNLESS OlliERWlSE NOTED. <br />WIDTHS ARE AS NOTED. NO POLES OR <br />BURIED CABLES ARE TO BE PLACED SUCH <br />THA T THE INSTALLA llON wOUlD DISlURB <br />ANY SURVEY MONUMENT. 71-/E DISTURBANCE <br />OF A SURVEY MONUMENT BY ANYONE IS A <br />VfOLA llON OF SECllON 236.32 OF 71-/E <br />WISCONSIN STA TUTES. UllLlTY EASEMENTS <br />AS HEREIN SET FOR71-/ ARE FOR 71-/E USE <br />OF PUBLIC BODIES AND PRIVATE PUBLIC <br />UllLIllES HA VfNG 71-/E RIGHT TO SERVE 71-/E <br />AREA. <br /> <br />FOUND 3/4" ~ REBAR <br /> <br />FOUND r ~ IRON PIPE <br /> <br />SET 1 1/4" ~ SOLID ROUND IRON ROD, <br />24" LONG, 4.17 LBS PER LINEAL FOOT <br />WEIGHT. <br /> <br />ALL OlliER LOT AND OUlLOT CORNERS <br />ARE MONUMENTED Wl71-/ 3/4" X 24" <br />SOLID ROUND IRON RODS, 1.50 LBS. PER <br />LINEAL FOOT WEIGHT. <br /> <br />==> <br /> <br />ARROWS INDICA TE lliE DIRECllON OF <br />DRAINAGE FLOWS IN VARIOUS COMPONENTS <br />RESUL llNG FROM SITE GRADiNG ANd 71-/E <br />CONSTRUCllON OF REQUIRED PUBLIC <br />IMPROVEMENTS. 71-/E DRAINAGE: FLOW <br />COMPONENTS LOCATED iN EASEMENTS SHALL <br />BE MAINTAINED AND PRESERVED BY 71-/E <br />PROPERTY OWNER UNlESS APPROVED BY <br />lliE TOWN ENGINEER. <br /> <br />(55') <br /> <br />"RECORDED AS" INFORM A llON <br /> <br />-"^^^^^^ NO VEHICULAR ACCESS PERMITTEO TO <br />~ THE ADJACENT ROADWA Y <br /> <br />3) OUTLOT 4 SHALL REMAIN PRIVATELY OWNED AND MAINTAINED AND IS RESERVED FOR STORMWAlER MANAGEMENT AND <br />ANY OTHER PURPOSES AS SET OUT WITHIN THE RESTRICTIVE COVENANTS FOR THIS DEVELOPMENT. <br /> <br />4) THE LANDSCAPE BUFFER IS RESERVED FOR THE PLANTING OF TREES SHRUBS AND OTHER LANDSCAPING ELEMENTS OR <br />FEA lURES PROVIDED FOR WITHIN THE RESTRICTIVE COVENANTS FOR THIS DEVELOPMENT. PLACEMENT AND MAINlENANCE <br />RESPONSIBILl77ES SHALL BE AS PER THE RESTRICTIVE COVENANTS FOR THIS DEVELOPMENT. THE CONSTRUCTION OF <br />BUILDINGS WITHIN SAID BUFFER AREAS IS PROHIBI7E"!J. <br /> <br />5) ALL DIMENSIONS MEASURED AND SHOWN TO THE NEAREST HUNDREOTH OF A FOOT. ALL ANGLE:S MEASURED TO THE <br />NEAREST AVE SECONDS AND COMPUlED TO THE NEAREST 1/2 SECONO. <br /> <br />6) OISTANCES SHOWN ALONG CURVES ARE CHORD OISTANCES. <br /> <br />7) NO STRUClURE OF ANY KIND SHALL BE PERMITTED WITHIN A VISION TRIANGLE: WHICH EXCEEDS A HEIGHT OF TWO AND <br />ONE HALF FEET ABOVE THE ElEVA 770N OF THE INlERSECTlON, EXCEPT FOR NECESSARY HIGHWA Y AND TRAFfiC SIGNS AND <br />APPROVED PUBLIC U77L1TY LINES. AND OPEN FENCES THROUGH WHICH THERE IS CLEAR VISION, NOR SHALL ANY PLANT <br />MAlERIAL BE PERMI77ED WHICH OBSCURES SAFE VISION OF THE APPROACHES TO THE INTl:-RSECTlON. <br /> <br />8) 15' WlOE SIGN EASEMENT TO THE MIGRA TlON PA TH ESTA lES HOMEOWNERS ASSOCIA 7l0N, INC., FOR THE INSTALLA TlON <br />ANO MAINTENANCE OF SIGN IMPROVEMENTS ASSOCIA TEO WITH THE DEVELOPMENT OF MIGRA 770N PA TH ESTA lES AND ANY <br />OTHER PURPOSES AS SET OUT WITHIN THE RESTRIC77VE COVENANTS FOR THIS OEVELOPMENT. <br /> <br />9) THE JOINT ORIVEWAY EASEMENT OVER A PORTION OF LOT 3 AS SHOWN ON THE PLA T IS FOR THE BENEAT OF LOT " 2 <br />AND 3. IT IS ALSO FOR THE BENEFIT OF LOT 4 A T THE OP710N OF THE OWNER OF LOT 4 WITH THE CONDITION THA T IF <br />THE OWNER OF LOT 4 SHOULD DECIDE TO PROVIDE VEHICULAR ACCESS TO HIS/HER LOT VIA THE JOINT DRIVEWA Y <br />EASgMg}l7;.A~gqP}llJ. .Aqq~~rQlflljl:$.''llil:M~;(lIlA;!l2,Mi'iSijALL. .B.E. Pf?()H/B./lEP. <br /> <br />10) FURTHER LAND DIVISIONS CRE4 77NG ADDITIONAL RESIDEN71AL DWELLING UNITS IS HEREBY PROHIBllED WITHOUT THE <br />APPROVAL OF THE GOVERNMENTAL AUTHORITY OR AUTHORITIES THA T HA VI;" THE POWER TO APPROVE OR OENY <br />SUBDIVISIONS UNDER CHAPlER 236 OF THE WISCONSIN STA lE STA lUlES. <br /> <br />11) THE LANDS WITHIN THIS SUBDIVISION DO NOT LIE WITHIN ANY OFACIALLY MAPPED 100 YEAR FLOOD PLAIN. <br /> <br />12) REFER TO BUILDING SllE INFORMA 770N CONTAINED IN OANE COUNTY SOIL SURVEY <br /> <br />13) COUNTY TRUNK HIGHWA Y "c" IS A CONTROLL.E:D ACCESS HIGHWA Y, SUBJECT TO CHAPTER 79 OF OANE COUNTY <br />OROINANCES. ACCESS PERMITS SHALL BE OBTAINED FROM THE DANE COUNTY HIGHWA Y COMMI77EE <br /> <br />ctJR"f: RADIUS <br />Cl 487.34 <br />C2 467.34 <br />C3 487.34 <br />C4 316.00 <br />C5 316.00 <br />C6 316.00 <br />C7 316.00 <br />C8 344.00 <br />C9 344.00 <br />C10 344.00 <br />C11 117.00 <br />C12 117.00 <br />C13 5aoo <br />C14 66.00 <br />C15 66.00 <br />C16 66.00 <br />C17 66.00 <br />C18 66.00 <br />C19 66.00 <br />C20 66.00 <br />C21 66.00 <br />C22 50.00 <br />C23 183.00 <br />024 183.00 <br />C25 183.00 <br />C26 183.00 <br />C27 183.00 <br />C28 183.00 <br />C29 183.00 <br />C30 183.00 <br />C31 183.00 <br />CJ2 41aOO <br />C33 15.00 <br />C34 128.00 <br />C35 25.00 <br />C36 25.00 <br />C37 75.00 <br />CJ8 75.00 <br />C39 75.00 <br />C40 410.00 <br />C41 410.00 <br />C42 410.00 <br />C4J 250.00 <br />C44 250.00 <br />C45 250.00 <br />c46115aoO <br /> <br />ARC <br />139.78 <br />78.04 <br />61.74 <br />204.49 <br />15.82 <br />94.90 <br />93.77 <br />321.28 <br />174.49 <br />146. 79 <br />178.88 <br />65.82 <br />63.67 <br />303.52 <br />11.85 <br />53.93 <br />52.92 <br />53.12 <br />53.93 <br />5B. 72 <br />19.05 <br />28.95 <br />175.27 <br />38.31 <br />91.21 <br />45. 75 <br />279.79 <br />13.40 <br />84.25 <br />78.97 <br />103.17 <br />57.21 <br />14.49 <br />56.13 <br />39.27 <br />39.27 <br />68.54 <br />11.15 <br />57.39 <br />113.56 <br />79.82 <br />33.74 <br />139.39 <br />37.27 <br />102.12 <br />56.46 <br /> <br />ctJR"f: TABlE <br />CHORD BEARING DELTA <br />139.31 N81'39'32"E 16'26'02" <br />77.96 N8577'17"E 910'32" <br />61.70 N77V4'16"E 715'J{)" <br />200.94 N54"54'12"E 37'04'38" <br />15.82 N72VO'27"E 2"52'08" <br />94.54 N61"58'fO"E 1712'26" <br />93.42 N44'51'55"E 17"00'04" <br />309.73 S63'07'13"W 53'30'40" <br />172.62 S50"53'46"W 29'03'46" <br />145.68 S7r39'06"W 24'26'54" <br />161.96 N4619'2rw 87'36'00" <br />64.96 N13:J5'J2"E 32'{3'58" <br />59.45 N6611'19"E 72"57'36" <br />98.49 's29V4'36.5"E 263'29'2r <br />11.84 N82'28'32"W 1017'18" <br />52.44 S68"58'2.J"W 46'48'52" <br />51.51 S22'35'48"W 45'56'Vi" <br />51.70 S23'25'48"E 46'06'54" <br />52.44 S69'5J'43"E 46'48'56" <br />56.80 N6112'Jo.5"E 50"58'3r <br />18.99 N27'26'56"E 16'32'32" <br />28.55 S35"45'55"W 3310'30" <br />168.65 W24"54'51.5"E 54'52'3r <br />38.24 N46'21'20"E 11"59'40" <br />90.27 N26'04'4rE 28'33'26" <br />45.64 IM04""38'18.5"E 1419'31" <br />253.32 N4619'2rw 87'36'00" <br />13.39 N04'37'16"W 4'{1'38" <br />83.51 N19"54'2rw 26'22'44" <br />78.36 N45"27'35"W 24"43'32" <br />101.81 N73'58'24"W 3218'06" <br />57.17 S85"52'4'>"W 7'59'42" <br />13.94 S70"26'10.5"E 55'21'5r <br />55.68 512'41'11"E 25V7'28" <br />35.36 S44'52'JJ"W 90"00'00" <br />35.J6 N45V7'2rw 90"00'00" <br />66.18 N26V3'19"E 52'21'32" <br />11.14 N04'08'02"E 8'30'58" <br />56.00 N3018'48"E 43'50'.34" <br />113.20 S4417'59"W 15"52'12" <br />79.69 S46'39'2rw 11'09'16" <br />33.74 SJ8"43'21"W 4"42'56" <br />137.59 N52'20'16"E 31'56'46" <br />37.23 N40'38'OlrE 8'32'29" <br />101.11 N56'36'30"E ,23'24'17" <br />56.12 N79'05'36"E 21'33'54" <br /> <br />TANGENT BEARING <br />A~N73'26'31"E <br /> <br />14) CURRENT ZONING IS SR-4, SUN PRAIRIE EXTRA lERRITORIAL <br />ZONING DISTRICT. <br /> <br />A-N73'26'31"E <br /> <br />15) THE EXTERIOR MONUMENTS FOR THIS PLAT HAVE BEEN SET. <br />THE TOWN OF WINDSOR HAS WAIVED PLACEMENT OF THE <br />INlERIOR MONUMENTS UNTIL COMPLETION OF ALL PUBLIC <br />IMPROVEMENTS. <br /> <br />B-S29"42'31"W <br />C N7719'53"W <br />D-51910'40"W <br /> <br />\\Hillllllt, <br /><.;\\ r.i'/COi.1f.t;/II// <br />.......;,,:i~~ >>.m..... <::/f',,' .... / <br />~l>~""'~' '" <Jr ." . <br />~ ......... ....~.? <br />~ ~ ~ ~ <br />!# I JEFFREY R."\ ~ ~ <br />=*f QUAMME i*:: ^ <br />:: S-W22 I = ~ <br />~ \.. DEERFlELD! .#{\; "tJ\'t.~\~ \~';{ <br />~~"'" WI ....{fJ::2~y\\\. ~ ~\~~\ <br />~ ......~ ....- V 1'.. ~\ <br />.....;VVl)~~r~.....~~~~~\ ~;Yr ~ <br />I" S,,-, \' . J <;~!;! IL <br />'111/lllll\ \\\ ~l"'l\L, vy <br />\' \", :c,'::> <br />~ <br /> <br />D-S1970'40"W <br />E-N52'21'10"E <br /> <br />F- S81"52'51"W <br />F-S81"52'5rw <br />G S2514'55"E <br /> <br />CUR"f: RADIUS <br />Cl00 283.00 <br />C101 377.00 <br />Cl02 377.00 <br />C103 150.00 <br />C104 150.00 <br />C105 161.00 <br /> <br />GENTERLlNE CURVE TABLE <br />CHORD BEARING MTA <br />254;80 N63V7'13"E 53'30'40" <br />221.29 S53'25'54"W 34V8'02" <br />126,89 S8011'14"W 19'22'38" <br />207.64 N4619'2rw 87'36'00" <br />192.66 N37'25'54"E 79"54'42" <br />3(J.34 S05'31'50.5"E 10"4/3'47" <br /> <br />I-N70'29'55"E <br />I-N70'29'55"E <br /> <br />ARC <br />264.31 <br />224.60 <br />127.50 <br />229.34 <br />209.21 <br />JO.J8 <br /> <br />TANGENT BEARING <br /> <br />SURVEYOR: <br />VlERBICHER ASSOCIA lES <br />BY JEFFREY R. QUAMME, R.LS. <br />999 FOURIER oRIVE, #201 <br />MAOISON, H? 53717 <br /> <br />H S6818'J9"W <br /> <br />CENTERLINE DATA UNE TABLE <br />UNE LENGlli BEARiNG <br />L1 222.39' N89"52'JJ"E <br />L2 65.28' N36'21'53"E <br />L3 135.62' N89'52'33"E <br />L4 242.09' S0.2'31'2rE <br />L5 136.82' soo'07'27"E <br />L6 119.45' SfO"56'14"E <br /> <br />SURVEY REQUESlED BY: <br />MIGRA 770N PA TH DEVELOPMENT, <br />INC. <br />6558 C. T.H. "c" <br />SUN PRAIRIE, WI 53590 <br /> <br />H-S6818'39"W <br /> <br />SHEET 1 OF 2 <br />