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PRELIMINARY <br /> E <br /> CERTIFIED SURVEY MAP NO. <br /> LOT Z CERTIFIED SURVEY MAP NO. 2050, RECORDED IN VOLUME 8, PAGE 229 OF CERTIFIED SURVEY MAPS OF <br /> DANE COUNTY AND LANDS DESCRIBED IN WARRANTY DEED DOCUMENT No. 4881409 LOCATED IN THE NORTHWEST <br /> QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 08 NORTH, RANGE 12 EAST, TOWN OF MEDINA, <br /> DANE COUNTY, WISCONSIN <br /> N 87'27'40" E 2637.52' <br /> L-1 2198_14' ^r-- <br /> 4_19._37' ___ '�-- -- <br /> -�� NORTHEAST CORNER <br /> P.O.B. <br /> (N 86'1-2'-E- <br /> 6'12'E 420.00') SECTION 28, T8N, R12E <br /> FOUND 1'PIPE FOUND 3/4'REBAR FOUND ALUMINUM MONUMENT <br /> 0.65'NORTH 0.38'NORTH N=506,203.76 <br /> OF LOT CORNER OF LOT CORNER E=904,976.25 <br /> , NORTH CORNER <br /> , SECTION 28, T8N, R12E <br /> , FOUND 1.25'REBAR NOTES <br /> N=506,086.92 <br /> E=902,341.31 <br /> LOT 1 1. BEARINGS FOR THIS SURVEY AND MAP ARE BASED <br /> CSM NO. 5426 o ON THE WISCONSIN COUNTY COORDINATE SYSTEM, <br /> o (WCCS), DANE COUNTY, THE NORTH LINE OF THE <br /> 1 M NORTHEAST QUARTER, BEARS N 8727'40" E. <br /> 1 <br /> W 2. FIELD SURVEY PERFORMED BY JSD PROFESSIONAL - <br /> 0 <br /> 11-1 SERVICES, INC. ON MAY 07, 2015. <br /> 0 <br /> o -- LEGEND <br /> I I r ' GOVERNMENT CORNER <br /> LANDS DESCRIBED IN ro • 3/4" REBAR FOUND <br /> WARRANTY DEED •- €. <br /> DOCUMENT/4861409 rn • 1-1/4"REBAR FOUND <br /> LOT 2 N 3 • 1°IRON PIPE FOUND _ <br /> I CSM NO. 5426 I1;,� 0 3/4"x 24"REBAR SET (1.50 LBS/LF) <br /> 1 (N 86'14' E 353.86') , PLAT BOUNDARY <br /> L-10 0 -----SECTION LINE <br /> im <br /> I i • o ----RIGHT-OF-WAY LINE <br /> L I - -CENTERLINE <br /> 1 258,098 SQ. FT. OR 5.925 -PLATTED LOT LINE <br /> -I AC. INCLUDING ROW <br /> -- <br /> / 220,356 SQ. FT. OR 5.059 0l LINE TABLE <br /> -__� g AC. EXCLUDING ROW <br /> LINE BEARING LENGTH <br /> ----1 n 5 18'4 ,S. L-1 N8T27'40"E 20.01' <br /> 5.18' '',5'.,4 ' J L-2 S01'21'11"W 918.33' <br /> L-3 S8739'00"W 231.55' <br /> L-4 501'24'08"E 397.98' <br /> c LOT 2 L-5 S8755'36"W 228.05' <br /> w CSM NO. 2050 north L-6 N01'24'22"E 642.99' <br /> m L-7 N8736'22"E 48.77' <br /> 1 0 75 150 <br /> E L-15 ♦ ( ) N86-12'E 48.5' <br /> N '� L-14 • SCALE: 1"=150' L-8 N3730'55"E 29.20' <br /> , W n L-3 ( ) N36'46'E 29.58' _ <br /> o \\ v (S 87'12'43" W 231.60') L-9 N01'27'36"E 118.89'viN <br /> o p ^ ( ) NOO'00'E 118.80' <br /> c Q 3 3 11 o N L-10 N8T34'59 E 353.62'LOT 1 Q. o 0 o K CSM 9185 L-11 N01'21'32°E 531.18' <br /> .r =o m <br /> N.„ p1 L-12 58755'36"W 105.74' <br /> z2 4 4 'N W L-13 N01'36•19"E 536.27' <br /> • �,- �`" J ^ L-14 S01'24'08"E 20.06' <br /> - '�i 7c L-15 N8T37'26"E 212.54' <br /> t TW ;t ( ) N86'12'E 212.5' <br /> �' -L o L-16 NO1'20'33 E 366.88' <br /> k Q. ( ) NOO'DO'E 366.6' - <br /> IA C <br /> \ ::,...Z. S '02' W _ <br /> 10586.8') <br /> _L_ <br /> L-121 _ <br /> L 3/4"REBAR 5 <br /> 0.05'S - CURVE TABLE <br /> 1.66'E L T <br /> S 86'02' W 228.3') <br /> ( CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING <br /> CSM 9185 C-1 113.55' 69.45' 93'40'43" 101.32' N 45'14'03° W <br /> 0 <br /> ( ) 69.45' 93'38' 101.28' N 4709' W <br /> Z.' <br /> n PREPARED BY.' PREPARED FOR: PROJECT NO, 15-6 79 7 SURVEYED BY,RA ZR <br /> G <br /> RD(A. & NI L. CONNELY <br /> R▪ f�FDHd,+i..1A.0.4 b.. 958 SHERMAN DRIVE FILE NO: B-279 DRAWN BY: TB VOL. PAGE <br /> w .yl,.,....,,n..n..,.. MARSHALL, WI 53559 <br /> 761 HroaaoN DROP..SURE Ill FIELDBOOK/PG: 287/93 CHECKED BY: JK DOC. NO. <br /> . 102014.4,WISCONSIN 53593 <br /> A PHONE oo6)8a6-5060 <br /> SHEET NO: 1 OF 3 APPROVED BY: TB C.S.M. NO. <br />