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<br />ASTER <br /> <br />MEADOWS <br /> <br />NOTES AND LEGEND: <br /> <br />1) EVERYTHING OTHER THAN UNITS ARE COMMON <br />ELEMENTS. <br /> <br />2) WALL DIMENSIONS OF BUILDINGS ARE TAKEN FROM <br />ARCHITECTURAL PLANS AND ARE ROUNDED TO THE <br />NEAREST TENTH OF A FOOT. <br /> <br />3) UNIT AREAS ARE APPROXIMATE. <br /> <br />4) DRIVEWAYS, ROADS AND SIDEWALKS SHOWN HERE ARE <br />FOR ILLUSTRATIVE PURPOSES ONLY. EXACT SIZE AND <br />LOCA TIONS ARE AS CONSTRUCTION. <br /> <br />5) DA TE OF SURVEY: 07/22/03 <br /> <br />6) DISTANCES ARE GROUND AND MEASURE TO THE <br />NEAREST HUNDREDTH OF A FOOT. <br /> <br />7) SEE SHEET 3 OF 3 FOR METES AND BOUNDS <br />DESERIPTIONS OF "PHASE 1 AREA" AND "EXPANSION <br />AREA" <br /> <br />3/4" SOLID IRON ROD FOUND <br /> <br />1-1/4" SOLID IRON ROD FOUND <br /> <br />ARROWS INDICA TED THE DIRECTION OF SURF ACE <br />DRAINAGE SWALE AT INDIVIDUAL PROPERTY LINES. <br />SAID DRAINAGE SWALE SHALL BE GRADED WITH THE <br />~ CONSTRUCTION OF EACH PRINCIPAL STRUCTURE AND <br />MAINTAINED BY THE LOT OWNER UNLESS MODIFIED <br />WITH THE APPROVAL OF THE CITY ENGINEER. LOTS <br />WITH 2 ARROWS TYPICALLY CHANGE DIRECTIONS 30 <br />FEET FROM THE FRONT PROPERTY LINE. <br /> <br />@ <br /> <br />. <br /> <br />. <br /> <br />LIMITED COMMON ELEMENTS <br /> <br />,.", , <br />, ' '~C 0 N S ' , , <br />:'~'., 7'.1~", <br />. 'J)~A--JrHARD S.'. - <br />~~0... . ~ <br />: : li"\^!Rj::NCE" ,.; <br />. rn.. . * _ <br />: * : S.2164 : - <br />. STOUG~HTDN,,= <br />-_ ". V'i'S ..' ~ : <br />..<-<1~'!\h\o~~~O .' <br />", l) SUR" .,' <br />, , <br />t..,. . <br /> <br />PLOT DATE = 09-03-03 <br />PLOT VIEW = SHT1 <br />1.4: \FL -06-02\CPFL06-2.DWG <br /> <br />AT SWAN CREEK, A CONDOMINIUM, <br /> <br />BEING PART OF LOT 114, FIRST ADDITION TO SWAN CREEK OF NINE SPRINGS, <br />CITY OF FITCHBURG, DANE COUNTY, WISCONSIN <br />o ~ 100 1~ <br />~. I <br />SCALE : ONE INCH = FIFTY FEET <br />EX. 10' UTILITY EASEMENT <br /> <br />II <br />EX. SIDEwl,ALK <br />I <br /> kll <br /> :::0.11 <br /> .....1 <br /> ~I <br /> q <br /> t-- <br /> HI Ol <br /> <0 <br /> 01 <0 <br /> r<) <br /> 01 w <br /> . <br /> ~I 0 <br /> <'I <br /> I '0 <br /> 9 <br /> 0 <br /> kll 0 <br /> z <br /> ....:jl <br /> ~I ' <br /> :<:;11 <br /> .....1 <br /> ~I <br /> L>l1 <br /> <br /> <br /> <br />6 6' <br />33' 33' <br /> <br />\lOL <br /> <br />-074 Ii c.. C 0 PLJtTS <br /> <br /> <br />p <br /> <br />A CONDOMINIUM <br />#- 38 ;). If 1 J.7 <br /> <br />PLAT <br /> <br /> <br />OUTLOT 5 <br /> <br />S 89'59'40" E 450.92' <br /> <br />------- ------------ <br />'-------1------------------------------------' <br />I, "AREA RESERVED FUTURE BUILDINGS (TYP.) 1 <br />1'--10 FOR EXPANSION' 1 <br />1 II I II I -- :::.." I-' I <br />I ..J L-rI~..J L ..J L-rI~..J L /- c-1--C::J L, 1 <br />'01 I' I I I I' I I I / I L ' 1 <br />~I I I I I 1 1 1 1 / ---L... . ,.J I <br />~I Ln I I ilJ Lilli il.J I II L ~ _ _ _ ~ I <br /> <br />: Ir: -l ~ f1l Ir: + ~ r11 : LIF-r--=LJ S-: <br />: II~-J I~ I -J II II~-J lTI I _ I II : CA=*-S----cJ: ~ <br />I I I 'rEXlsfING 30' WIDE PUBL)cI I IIT--f,- ~ II I I I II g <br />I J U I II i~..SANITARY SEWER ~l-!!!. ~UTURE SIDEWALK (TYP.) I A-l- -L .J I N <br />_ ~ ~~-'i:-"YfR/"SE~-=L ~--':t:c J::C +.::~' 10 r I L._. - L,'~...; I q <br />:- N~':O~:"E ~9.20';~ ~RE "B~ IRI~;A: (A-;RIVAT:::~~~~ Ii; <br /> <br /> <br />~ t -~ I ~II II: 4---L .J I <br />I' 1 III WIL?fi- ,I <br />L, ...J I fi IU I ---~ I <br />L I ~11 II,'~ L, I <br />1-----iJ1II 1--=1 I II' I I I I <br />i I I II "1;:j = ;;!r.~REARESERVEDI : <br />--------4:.=j II II, ~I: R EXPANSJON~ I <br />1 ~I I\v - - <br />~ 1 II III :::...:::nil.- - - - -,J I S 89'59'40" E 152.42' <br /> <br />1'~----2H: ~~: r: r ~-L" ~j L______-~ · ---f/i~~ <br /> <br />L~ II - '==:J L_-.J <'IN <br />., 'cl- --=1 c::: ~ 1",<0 <br />L _ Sr:--:::- - 1 I FUTURE SIDEWALK (TYP.) 10 <br />FUTURE BUILDINGS (TYP.) I ......'S6.~ -------- ICIl <br />51 J \ \ C1 S 90'00'00" W 198.06' 1 <br />~~ U <br /> <br />~-------- 1 <br />THIS INSTRUMENT PREPARED BY: I I <br /> <br />~AY'cor"poration <br /> <br />ENGINEERS SURVEYORS ARCHITECTS PLANNERS <br />600 GRAND CANYON DRIVE, MADISON, WI 53719-1044 <br />PHONE: (608) 833-0628 FAX: (608) 833-0746 <br />E-MAIL: moyoco@moyoengrs.com <br /> <br />EX. 10' UTILITY <br />EASEMENT <br /> <br />Received for Record ~J,r~ <br /> <br />208Jo\ S:'i;o'c!ockLM <br /> <br />ond recorded in vol. 4)d()141A <br />C6tttlt> , <br />of r,..1'i on p~ge4 ,-,3 <br /> <br /> <br /> <br />Register <br /> <br /> <br />OUT LOT <br /> <br />L 0 T <br />.1. 1 1... <br /> <br />8 <br /> <br />t-- <br />o <br />r0 <br />IX) <br /> <br />10' <br /> <br />t-- <br />~I <br />IX) <br /> <br />Ulfit <br />#,J <br />"PHASE 1 <br />Ulfit <br />#:? <br /> <br />0.1 <br />hi <br />01 <br />....:jl <br />hi <br />~I <br />01 <br /> <br />~ <br /> <br /> <br />~ <br /> <br />. <br />o <br />o <br />'0 <br />P <br />o <br />o <br />CIl <br />EXISTING F NDA TION <br />UNDER CON TRUCTION <br /> <br />~ <br /> <br /> <br />Ulfit <br />#7 <br /> <br />139.21' <br /> <br /> <br />199.71' <br />S 90'00'00" W 338.92' <br />OUT LOT <br /> <br />1 <br />1- <br /> <br />2 6 . .....--- <br />- - - - ........--- <br /> <br />CURVE TABLE <br /> <br />NUMBER ARC LENGTH CENTRAL ANGLE RADIUS CHORD DIRECTION <br />C1 18.33 16'48'04" 62.50 S 81'35'58" W <br />C2 11.00 16'48'04" 37.50 S 81'35'58" W <br /> <br />CHORD LENGTH <br />18.26 <br />10.96 <br /> <br />FL-06-02b <br />SHEET 1 OF 3 <br />