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FOXBORO NORTH - SUBDIVISION PLAT, A FOXE OPO NORTH. - ' �2• 1r BEING A PART OF THE SAY 114 OF THE SW 114 OF 00 .�z D N> a 59 ZZ � %z 6� a 159� SECTION II T5N R20E, IN THE CITY OF MUSKEGO, 6196, cam AUGMENT �+ / s s V OUTLOT ! W�AUKESHA COUNTY, WYISCONSIN• H 33frtis94.a2 � � E ZSK48ta.3 .$ to .QJUA i 0 12,660 S.F. N O �fDUTLOT 1 WLL BE OWD AAA ►WWAvjW �� BYANAQGOCENTFRAoERTYOWNERJ '00 IiiRoO flF v \ 'a .� m PARCEL 1 N o ASaL N0. 4688 O � � ! VICINITY SKETCH I PARCEL I ` C.S.M. NO. 129 LAiTED i - --I•, E �� 12zys see* ---swli4u-3-za LAIIfDS •3 � ►J 30' STORM EASEASENT SCALE r =10o, 13L3 605,96 N 88 00 50 E GRAPHIC SCALE " 5 5 79 l0 • AZ • a�9 EA W TT 1, 88 140.00 152.00 4 3 ?SOD 100 - - - - - -- 0 100' 200• %•22 k2 I 59•�00 0 : a° SzoD a 5Q' 150' � 5 s�► b 0 4 , `O• 2.'x&w5sr 0 M324 _Xr - to ?0.42+0 SF. �o c +u 3 ti w r W n, PARCEL 3 zt y . Cb N176 sr ,I y z ►07.43 '� 6 l09.36 � 2 Op =rj 7o V' �: d,+ 26.356 S.F. 9D.91 sv 1 0 ab7 16171 .0 N B6• IS' 2r w 2Op?7 �7 5 ii `� e .� '► - - 1+{V4 N B6.1B',Fr w � � /tea • Z6515,F ; a N G.S.14L NO. 536 8 �' gt 9t ?OD2i . 66 / Z66Z59 SF. N - - -- -- i 11S•Te NB6.18'2rW 2DQ?7 �D ` ` '9��i GRAY •FO/�A 4 PARCEL 4 3Z426 S.F. ►°J'p� �g��'� °,}51 43 116E3 I� (REC. � S EAST) " I + t �a . , p QSs�3 B�� N B 07'52- E r FDXTAIL �% O _ _ _ J9« _ - - - s�,204�3 A r Z 4' �a NI l -q,� d' , O Nam► s La _ �© NP-09 � - `0 1B 02_ N 8B' 07' S7" E 2IZ45 I NJ �- h1 33 N w 35 �, s �'` --- 14209--- --.BB - 19?07- Zl W 2+439DSF O +� .v m .v 9D - -1737E-- 3010,E CU! CD p 25,3/9 Sf ti j 0. ,y1 30- STal1W w N ti .:°/,, h 25 � e8 -eASEMENr o, z7,0►►S.F N °= O '� 2.�9125F.I= I 901 zy sea 07' 52" W - - �r �• 5z,�r w� _ �. 3� `.� - - - -- - - -- - - ''_ _ 2Z603 SJ . 203. �8 erg• ! . 2 0 24 i IREC. AS WESr) --�� I S /• 07' 46' E ` 23, T6B S.F. �r L � ! is Npo. o, i n _C.SX NO 535_ fj �h6 6.l. • N Tp iv • �� ` , 11-F-i 9.�` 30.869 SF l PARCEL 3la 60.00 FaSEMENT �� o� �� a 11r go CD I SZ. 26 yl ] Rti N N cy 44 8 t 00 ql O1 `r s 2Dj92 SF. Q1 WI N 88' 5D' 33-E 31 '� a"E /4R31S;! 23 �► Z I 170.00 3 3 3 + 53 3"� _ 2�(582 SF. } N 4a 4 N i Ir �a�ps? a- 4 `PO' + Ip0 y 3(563 5iF-�DETENTIdlIJ h p ' 1 D N h N c �J BB• I b 0 if o 0 0 o N SB* SG' 33- E _ 3 m �x L 7 ��� �• E SENENr O �1 yi ti 20.4725F. Z2, 2e f73JD �15.----o`--------- N 2L357SF `� �� 1:2 1 -- RI is +si` 28 ' OB�%j 11 o-DENOTES 2 x3O" IRON PIPE 3.65 LBS. PER N N 81' sr oD" t° ►5' 29 m � N 68-.50 � LINEAL FOOT. E m ""1 ;,, ?A4o6 sF. z J►A �94 , 2G ZI /� 2117x24"IRON PIPE, IJ3 LBS. PER LINEAL FOOT O I7L27 CO 3V 10 o O'S y 24.877 SF 96 AT ALL OTHER LOT CORNERS. i � , o 23 915 SF. FAS ]MT Z p .9 ( ] � • � •� • . 24,088 SF Q I2 4 A 31 ALL D15TANCES TO THE NEAREST O.DI: Z 1 CIRCL O 4- Gcl ,�.'L4i °t1 41 ALL BEARINGS ARE REFERRED TO GRID !NORTH OF "}� ! FOX 1 �' ' ` - �y y� A by q THE WAS CONSIN STATE PLAME CO-ORDINATE SYSTEM, 95 - �s ars , '� 36 :� d • , < W SOUTH ZONE 2'h4OS SF 77J5 , 97 S 303 q� �� .� _5c ©, ' ��' , ] ;y �f 51 ALL AREAS ARE iO THE NEAREST SQUARE FOOT. - 2I Z r/_. a � ] ti 0 R. oN84'-wfrE I7415 - ' +� ; ®' oo w 2Q356SF. 2 ! 5g t ` r. E 17413 - - ' 1D8 e= \ Q w } N Q a Z N es �' r a 8413 12QOD S415 ~ 57.45 3 • i N t to' B�'E PATH �� 15. 0 25.403 S.F. N �6Z. ?4�3T ?r :_ �`c�CO�y$�y I 30- S N'ER c gh N f EASEXENT rs ' ., EASEAENT 13 1 1 41 3 -> 3 ,yq \g 9 30' 570fi ! SENFR-� �L STANLEYl �y /� EASEA"T Yi POTRTM r• RFVISED THIS 16fh DAY OF APRIL, 1993 4Z856 5F. h�ra I4 0_ 15 01 Q o z I r 0 3 20 v ti� 23 957 S.F."i ,ZT,l4! SF. •H 3L354 SF. 19 t 38.362 SF. 3Q043 SF. .� _ 3 z z 5• z 3 25,549 sjf w r: �� 'j G�0 •� s' - ... - -; U 46• WEPC.EASEwNT 1sQe - - - - 12663 20605 1 119.401 Q00 2JD.2835 R NP 09'27- w N o _blS_88•_0_7' 52" ilY 1142.50 - - - - -_ - - fR£C. A558B•0749"Wl ------- - ------------ - 5/L or Sw 11-5-?D r- - - - - ------------ ----------------- Sri --- sw 114 0-5.20 6'.r6- coo mama NT WIMASS W N334,34132 E 2'5 453S28 AUD_MAR E-lTATES_ ] 13 14 20 21 C.51A NO. IZ52 � f5' SANITARY SEWER . 2D'STA15EwER /� 20'STORM SEWER \� EASEMENT EASEMENT / ; EASEMENT 2D• DR.ana,Wc.E METROPOLITAN ENGINEERING. INC" 20875 CROSSMMDS CWCL& SWE 150, WAWLSSHA, Wl 53186 Pli (414) 782 2221 FAX 7,62--4426 RK11im C'ORVE �Rli�ll I, O R7 IUS A RtC CHORD I 12 MANGEflT BEMIS CHORD BE*itiliG W T N 710 04' 42" rG W 1N 185.00 67.13 66.76 20* 47' 26" i0° 23' 43" S 880 07' 52" W N 810 28' 25" 1CL 215.00 78.02 77.59 20* 47' 26" 100 23' 43" N N 810 810 28' 28' 25' W 25" W N 710 04' 42' W 1S 245.00 88.90 88.42 200 47' 26" 10a 23' 43" S 880 07' 52" W S 860 31' 45" W S 64° 08' 12" W 2N 245.00 191.50 186.67 440 47' 06" 220 23' 33" N 710 04' 42" W S 820 57' 51.5" W 2CL 215.00 194.81 186.21 510 54' 53" 250 57' 26.5" 710 04' 42" W S 860 55' 07.5" W S 640 54' 57' W 2S 185.00 142.09 138.62 44* 00' 21" 220 00' 10.5" N S 86° 18' 21" N S 610 07' 13.5" E S 350 56' 06" E 3E 225.00 197.81 191.50 500 22' 15" 250 11' 07.5" 00 39' 06" E S 190 17' 21" W 56 Cl 153 47 39° 52' 54" 190 56' 27" S 200 35' 33" E S 3E 3CL 225.00 195.00 1 - 359.38 310.64 1050 35' 42" 529 47' 51" S 33° ' 30" " E 3CL 195.00 198.02 189.62 580 11' 02" 290 05' 31" S 57° 12' 5 E 3CL 195.00 161.36 156.79 47c 24' 40" 23° 42' 20" S S 4° 33° 24' 30' 30` 9" 30 30 E E S 19° 17' 21" W 3W 165.00 304.09 262.85 1050 35' 42" 520 47' 51" S 86° I8' 2I" E S 29° 53' 49" W S 40° 30' 17" W 4S 460.00 170.33 169.36 210 12' 56" IO° 36' 28" S 19° I7' 21" W S 66° 27' 39" W S 84° 56' 17" W 4S 460.00 296.68 291.57 360 57' 16" 180 28' 38" S 470 59' 01" W S 520 06' 49" W 4CL 430.00 492.69 466.18 650 38' 56" 320 49' 28" S 310 46' 00" W 4CL 430.00 187.29 185.81 240 57' 18" 120 28' 39" S 640 35' 28" W 4CL 430.00 305.40 299.03 400 41' 38" 200 20' 49" S 190 17' 21" W S 520 06' 49" W S 84° ' 17" W 4N 400.00 458.32 433.65 650 38' 56" 320 49' 28" S 450 45' 21" E S 660 27' 38" E S 87° 09' " E 5 60.00 43.36 42.43 410 24' 34" 200 42' 17" N 40 20' 47" W N 250 03' 04" W N 21 45' 21 45° 45" W 6 60.00 43.36 42.43 410 24' 34" 200 42' 17" S 440 14' 39" W N 40 20' 47" W 7 60.00 275.23 90.00 2620 49' 08" 1310 24' 34" S 870 09' 55" E 8N 90.00 147.51 131.54 93° 54' 16" 460 57' 08" N 480 06' 35" W 8CL 120.00 196.67 175.39 930 54' 16" 460 57' 08" N 480 06' 35" W 8S 150.00 245.84 219.24 93° 54' 16" 460 57' 08" N 480 06' 35" W 9N 190.00 200.75 191.54 600 32' 10" 300 16' 05" N 290 06' 38" E 9CL 160.00 169.05 161.30 60° 32' 10" 300 16' 05" N 290 06' 38" E 9S 130.00 137.35 131.05 600 32' 10" 300 16' 05" N 290 06' 38" ION 270.00 161.71 159.30 340 18' 56" 170 09' 2B" N 760 32' 11" E • lOCL 240_00 143.74 141.60 340 18' 56" 17° 09' 28" N 76° 32' II" E •- 10S • 210.00 125.78 123.90 34° 18' 56" 170 09' 28" ti 76° 32' 11" E ,r LOT CURVE DATA t. ' a •: r .: •, - . 6' ' R#UivS ARC CflOAD I I 2 CHORD BEARING :A.rT 1 245.00 55.2.3 55.12 120 55' 00" 60 27' 30" N 77" 32 12 W 2 245.00 136.27 134.52 310 52' 06" 150 56' 03" BO` 04' i5' ' 2 225.00 50.00 49.90 120 43- 57" 6° 21' 58.5' S 420 18' 04.5" E - 3 225.00 120.66 119.21 300 43' 28" 15" 21' 44" S 64" 01' 47' E 4 225.00 27.15 27.13 60 54' 50" 30 27' 25" 5 820 50' 56" E 5 270.00 13.66 13.66 20 53' 56" 1° 26' 58" S &7° 45' �9" E r 6 270.00 107.43 106.72 220 47' 46" 11° 23' 53" ? 23' 50" E 7 270.00 40.62 40.59 80 37' 14" 4° 18' 3-7 63" 411' 20" E 7 190.00 19.02 19.01 50 44' 04" 20 52' 02" ': 6c 30' 41" " E 8 190.00 87.08 86.33 260 15' 40" 130 07' 50" '; 400 30'et E 9 190.00 87.09 86.33 260 15' 40" 130 07' 50" 09" E 10 190.00 7.56 7.56 20 16' 46" 10 08' 23` - 12 150.00 77.19 76.34 290 29' 00" 140 44 30" 13 150.00 82.50 81.46 310 30' 46" 150 45'�„ 14 150.00 66.15 84.97 320 54' 30" 16" 27' :�" v W 16 460.00 57.45 57.42 7° 09' 22" 30 34' 4: 17 460.00 108.62 108.37 130 31' 46" 6e G5' ~:}" - w 18 460.00 130.61 130.18 160 16' 08" 80 08' '' =' W 18 60.00 40.12 39.38 3B° 18' 54" 191, 09 39 60.00 57.74 55.53 550 08' 00" 270 34' - w 20 60.00 69.98 66.08 660 49' 40" 330 24 W 21 60.00 60.67 58.12 570 55' 58" 280 ::_7 C 22 60.00 46.72 45.54 440 36' 36" 22° ? - 22 460.00 110.00 109.74 130 42' 04" W 23 460.00 60.33 60.29 70 30' 52' 23 225.00 41.61 41.55 100 35' 50" 5 = "` 24 225.00 115.00 113.75 290 17. 04" 14° 3 25 165.00 268.99 240.18 930 24' 26" 46 4:' 26 400.00 140.00 139.29 200 03' :2" 27 400.00 162.44 161.32 230 16' 02" =` 28 400.00 118.95 118.51 170 02' 18" = "` 29 400.00 36.93 36.92 50 17. 24" 33 210.00 72.35 71.99 190 44' 21" y` 34 213.00 53.43 53.28 140 34' 35" i` - 35 165.00 35.10 35.03 120 11' 16" 6° SHEET 1 OF 2 FOXBORO NORTH CITY OF MUSKE60, WAUKESHA COUNTY, WISCONSIN. j t% : «I. : STATE 07 WISCONSIN ) SS /1ADYZSHA COUNTY ) I, Stanley J. Potrykus, a Registered Land Surveyor, do hereby certify: That I have surveyed, divided and napped rommo 902n, being a part of the SW 1/4 of the SW 1/4 of Section 11, T 5 N, R 20 B, in the City of Muskego, Waukesha County, Wisconsin, which is bounded and described as follows: Commencing at the Southwest corner of said SW 1/4 Section; thence N 1. 09, 270 W along the West line of said SN 1/4 Section, 25.OQ feet to the place of beginning of the lands to be described; thence continuing N 1- 09, 27- W along said West line 645.77 feet; thence N 59- 22, 42" E, 120.00 feet; thence S 520 18' 31" E, 79.10 feet; thence N 59. 22' A2" E, 200.0D feet; thence N 300 37' lea W, 212.00 feet to a point in the centerline of Woods Road; thence N 590 22, 420 E along said centerline 60.00 feet; thence S 300 37' IS" E, 250.00 feet; thence S.860 16, 210 E, 605.96 feet; thence N 68" 00' 50" E, 152.00 feet; thence S 1- 27- 47- E, 239.00 feet; thence N 86. 07' 52' E, 204.13 feet to a point in the centerline of mystic Drive; thence S 11 07' 46" E, along said centerline 60.00 feet; thence S 86- 07, 520 W, 203.78 feet; thence S Is 27, 47" 6, 640.00 feet; thence S Be- 07' 52- W, 1142.50 feet to the place of beginning. Said lands contain 17.762 acres. That I have made such survey, land division and plat by the direction of KOSOBUCKI BROTHERS PARTNHRSHIP, Owner of said land. That such plat is a correct representation of all the exterior boundaries of the land surveyed and the land division thereof made. That I have fully complied with the provisions of Chapter 236 of the Wisconsin Statutes and the subdivision regulations of the city of Muskego in surveying, dividing and napping the own. Date: �! ���A� '�j /y�•3 Sta ley J. Poxry us, RLS, S-50 As owners, we hereby certify that we have caused the land described on this plat to be surveyed, divided, napped and dedicated as represented on this plat. . As owners, we also certify that this plat is required by S.236.10 or S.236.12 of the Wisconsin Statutes to be submitted to the following for •approval or objection: 1) 3) wI S the hand and seal . 1995 IN THE PRESMICE OF: �.- h. u. . witness DEPASTlW OF AGRICULTURE, TRADE & CONSUMER PROTECTION CITY OF MDSKHGO WAL3ICESHA COUNTY PARR 6 PIJMING this "__.? S 7�& of said owners, day of STATE OF WISCONSIN ) SS WAUX39SEA CWNT'Y ) PgRSDx=y case before as this fA day of 41935 the above named Rent J. Kosobucki to me known to be the Perowho executed the foregoing and acknowledged the same. .aft 1_r a ra �za y • ii i��. MARITIME SAVINGS BANK, a corporation duly organized and existing under and by virtue of the laws of the State of Wisconsin, mortgagee of the above described land, does hereby consent to the surveying, dividing, mapping and dedication of the land described in the foregoing instrument of Stanley J. Potrykus, Registered Land Surveyor, and does hereby consent to the above certification of KOSOBUCKI BROTHERS PARTNERSHIP, Owner. IN WITNESS WHEREOF, the said MARITIME SAVINGS SANK, has caused these presents to be signed by Ronald W. Jodat, PhD, President, and James F. Maas, Executive Vice President, at Muskego, Wisconsin and its corporate seal to be hereunto affixed this day of ,� y , 1995. IN THE PRESENCE OF: MARITIME SAVINGS BANK �JCarGt N1 UGL�tI' •` -.-,-. !. rr ! (i �: Witness Ronald Jodat, , President Witness J es�. Maas, tive Vice President Pbv*sy STATE OF WISCONSIN 1 SS WAUKESHA COUNTY ) !8F E"' ,1995, Ronald W. m PERSONALLY came before me this day of x Jodat, PhD, President, and James F. Maas, Executive Vice esident, of the above named Corporation and acknowledged that he executed the foregoing instrument as such officer of said orporation by its authority.y • 3�� Notary Publi -State of Wi co sin 11 .� •1 � " ` � q . My Commission expires RESOLVED that the plat of /OZ80A0 ROIt3'B, a subdivision in the City of Muskego, which has � been filed for approval, be and hereby is approved as required by Chapter 236 of tht Wisconsin State Statutes. I hereby certify that the foregoing is a true and correct copy of a resolution adopted by the Common Council of the City of Muskego on the g7rtk day of Jutig ,1995 ., which action becomes effective upon receipt of approval of all other reviewing agencies and all conditions of the City of MuskegD's approval were satisfied as of the ;A97# day of J O lu E I U tber certify that the copies of the plat were forwarded as required by 5. 236 . 12 (2)se 2 ) r jy Vie: Us day of m A PLO. H ,1993, and that within the 20-dny set by ig,20.322 (3), all objections to this plat have been met. /lA lrf ram I, Joan Sanders, being the duly elected, qualified and acting City ,of Muskego Treasurer, do hereby certify that in accordance with the records in my office there are no d taxes or unpaid special assessments as of this day of 19M , on any of the land included in the plat of FOX00ND MORTS. Date: 19?& �CKWA1A1 uW n Sanders, City of HuskeWi7City Tredsur r STATE OF WISCONSIN ) SS WAUKESHA COUNTY a ;a C. elected, qualified and acting Treasurer of the I, Patricia G. Karcher, being County of.,Mauteshe.4D04ereby certify that the records in my office show no unredeemed tax sales and '` A0 unpaid taxes or special assessments as of »,•� x.''::•;ir..•! �,, , affecting the lands included in the plat of Date: r • _5 Patricia G. Karcher, Treasurer, Waukesha •• County METROPOLITAN ENGINEERING, INC. "7'J CAG65ACMM Mal; Stir£ IM N UMMA, 01 aayff •MI (4)4) 7A- M) W 7812-4426 THIS INSTRUMENT WAS DRAFTED BY 5T4NL1 r '` 4 — SHEET 2 OF 2 Nw COOPER sir I/4 IX-S-M ClAr C wG AMSENT W/AUW CAP M33! "092 17 Z5K481913 30' STORM EASE�N OP, FOXE OPO NOR TH .o 59:ZZ'o BEING A PART OF THE SW 114 OF THE SW 114 OF 6°/! N SECTION ll, T5N, RROE, IN THE CITY OF MUSKEGO, OUTL DT 1 RYA UKESHA COUNTY, WISCONSIN. • o .� :p t7� r2,66O 5F IDt/TLOT l w,¢L BE Ow1rED.etiD,�lnwTA�MED 30'SAI r V, �, u► far ,�Ar AAUCcxr PRcftATjr Oy#ER1 SEWN o O P ATE4FJVT N� ��N �\ O Ord QRCEL I C S IVQ 38J! N o W O O_ pA .-I O � _ RCEL � a I CLSM NO 4699 .ram ! VICINITY SKETCH IIPLATTED f PAR ! L I 0 E ` \ 1 s 86- Ir$' I C.S.N. NO. I29 Sw 114 Ir 5-210 i s , �Z' e'31 E 6 ,9 ,3t,3 21"E bosss ry e8• 00•5o••Ei 5 910 o �9 SAMrw 13S8d _V .SCALE r =10+a' 7 A I4000 152.O0 GRAPHIC SCALE 2 a2 2 p0 w n 13 Ts O0 5zoo 100 ob - - - - - - o 100' 200' 5 0 59 Z p0 { 9 no t 5 i ° 4 �i jib 50' 150' lb o CL r 2-16" Si: o 'Aft.." S.F.Sa h ! w z �' $ ti w M4W 54 p �01l10 W ry 4, t W P.41�CEL 3 N f f li 23JT8 Sr b' m +� N. 00 tt `` ■■ z z r07' 10-0-U � b ar 2 o n bo R 02 Wf r6eT: N e6"iz IS'?r 14374 Haa•Ip ?rw2 i65/SF `O 1 n: �:1 Nti �•SAi N0. 536 2o"? a's6 2 2ss sf I l Neb'+e 2SLFrw `° % 9'e, GRAY TRAIL `' PARCFL.Q O! 4 % �Y�_AA94 '>~ _ -nl5 d6BS Z) N �� M&I AS EAST) 19 0 1 a�� a , �p� , �$ O 27 ITS �I N BB' 07' 52" E .Qz FOXTigIL RCL o - - I9450 - - - s,,, 204.13 2 Q '�' , •a x # ,, _ �� _6�ja� _ _---r�tee---- --_ yr ab ✓ v 34 /� Na :o _ _ _ �© 1+2D9- �BONBB•OT 5.2"E tip b _-- r42O9 rBZOT---. O I 24,390 SF. o� ♦ 'i 5 N H w 4 '� '� _ s 'O { 9D o .� 33 a o 2.5 519 SF. a 35 • wee k zi ru A. �A- 30-sTQ� o u ro h : �V v 17378 -=--3a00 ul o ,-r4SEMENr o• 27.0115F. w ti 7 912 SF ? L 5 t° ' 8g901 - . �r - - Y 0'_524r. w� - ,' 32 _ - - - -.I ti �` a 2y S 89' 07' 52" 4Y- I i ul aj 203.7e j ! 0 QRJM SEW"FA_ 23.768 SJ = ?` `� 2 !� ', ' a is 24 f � • } a �, (REC. As WEST) ---� S 1 07' 46" E T - _ �TO?9 ` - 6 `DETENT70M er �J y'o• n i n _C.Sa{(MOs 53�- h `i4, 3as69 sF f FARCE rI''° 60.00 I h 10>-� ; ` EASEANT ea / /� `. \ y sr/�. - y j -- - t = I V 1 i 141 20,2715E of ai of �� 9a00 OQ' . roc h1 �� a a a 'td :, 44�8 10 .00 y L v r�A f to \ IN • 20J92 SF. ' . � 5'j ` 2G= ` i l 41 j >+1 w, I,rBd•30 33-� 31 '�-E ►4l�ssJ �� -' -41 r7Q00 3 3 3 24582.5E ` ' ! N j- OETENDOV s. 8 • 30 :51O E - v O . b 34563 S.F 01 h �h POW o *3 { EASEAIEN i S'p? �'!� `* f 1 � p� �' y--i7ETfNT1AK � 4 p DO O Ne8'30'33-E ., 3 } m• 27 �� 1° �•� Pam ^ 0 ti 20.472 SF ! - - - - - ` r► �-• /� -y EASEI NT IPC a v i A z x a= 17A10 ,3. o - t 24337SJ _ � NOT �� �8 m +�4 / IJ o -DENOTES 2`s30" IRON PIPE, 3.65 LBS. PER 4 Qy N or 3r 00" r ---1 29 �� - - - N WSO N LINEAL Four. 24406 Z4 O 17127 3C o a p SSTpvir SEA Stt �' ZI 2) rX24-IRANPIPF- 1J3 LSS. PER LINEAL FOOT I. . O 1� 1 y 68 96 Q * i n:9J5 Sr.S- Cd��rT R. � ��y 24.877 SF, i. � AT ALL OTHER LOT COIR!►ERS� ` 24.088 SF. ? 2 rL Q QJ -ate �� f 3) ALL DISTANCES TO THE NEAREST QOI: Z ` C� ciRCL ys �° dJ I 41 ALL BEARINGS ARE REFERRED TO GRID NORTH OF IL A r I r k, STATEPLAWCO-ORDrNA CO-ORDINATE A( .1 �-I,3s �I` �60 I , THE wrscanrsJN r TE SOUTH ZOW- ob, 2I406 SF 51 ALL AREAS ARE TO 7HENEAREST SOUAREFOOT. _C "► J Zr 33. `'eo ' q y 84' S6 ,T E lT4J5 •tyP �� -s� = x' \ 62 01© 28,356 SF. , N. y �f 11 96\ �• N04.56'17-E 174J5 _�''- r08 Iv (\] � h°, s 120.00 - 54J5 sz4s -S ` 0 3 N ' ti 10'ANE PATH�Y , r-15' 1- 0 25.403 SF. ^' �j? *•3T Sri y 1 30' 5 WEER ++ o O 8/ \ EASEMENT is. EASENEWT m \9 %�>>� bg9 18J2/ I 3 !3 *1� H �o \ �./30'5T f SEWER JL STM[ft i *� EASE MFNT 4z85b hp a IA o �° 15 0 • ' o /� o e'a 17 x �V �{,� � � �T�� REVISED rHI5161h DAY OF APRIL, 1993 w I : 3 2O w Z ti* 3Q043 SF. :1 23,957SF. " 0 27J41 SF 34354 SF i�v iv 19 'v n 56.367 SJ: z z ;�5• z 25.549 S_. w.EP.0 EASEMENT 12F►63 20&05 - f1981 5Q 3935 h r o Nil AQu h _ e S 88. 07' 52" W 1142.50- - rREC. AS S88 0749'-w.' WSMMV - - - -- - - - - - -- --- SiL or Sw 1/t r►-s-2o 6-A- Qw- AloAt�T f-' + �� ; zI f C_SA NO. 1252 W19WASS CAP �; -.; f lrOK8A40" ! I PARCEL I \ 315.N�TAR1 SEWER Z0,sro w5rWER ! /• 20' STA4�r SEWER \ EASEMENT CASEMENT / � ! EASEAE7VT ALC_ASP E5.T-47LE 2a'OJ NI7GE ME-FROPOLI TAN ENGINEERING, INC. 20875 ClWS'Sf?MDS COML& SWE 150, blWAWESHA WX 53186 Pit (414) 7112-2221 FAX 782- 042s fes.AweNT K>alf! CURVE D7 n WIV5 ARC CEOJiD I 1 2 ?]l!(m H m"c CBDRD BEImyro TANGENT HEiMEG 1N 185.00 67.13 66.76 200 47' 26" 10' 23' 43" S 880 07' 52" W N 810 28' 25" W N 71° 04' 42" W ICL 215.00 78.02 77.59 200 47' 26' 100 23' 43" N 810 28' 25" W 15 245.00 88.90 88.42 200 47' 26" 100 23. 43' S 880 07' 52" W N 810 28' 25" W N 710 04' 42" W 2N 245.00 191.50 186.67 44* 47' 06' 220 23' 33" N 7I0 04' 42" W S 860 31' 45" W S 64* 08' 12' W 2CL 215.00 194.81 188.21 51* 54' 53" 250 57' 26.5" S 820 57' 51.5" W 2S 185.00 142.09 138.62 440 00' 21' 220 00' 10.5" N 710 04' 42" W S 860 55' 07.5" W S 640 54' 57" W 3E 225.00 197.81 191.50 500 22' 15" 250 11' 07.5" S 860 18' 21" E S 610 07' 13.5" E S 350 56' 06" E 3E 225.00 156.61 153.47 390 52' 54" 190 56' 27" S 200 35' 33" E S 00 39' 06" E S 190 17' 21" W 3CL 195.00 359.38 310.64 1050 35' 42" 52' 47' 51" S 330 30' 30" E 3CL 195.00 198.02 189.62 58* 11' 02" 29' 05' 31" S 576 12' 50" E 3CL 195.00 161.36 156.79 470 24' 40" 230 42' 20" S 40 24' 59" E 3W 165.00 304.09 262.85 105E 35' 42" 520 47' 51" S 86' 18' 21" E S 330 30' 30" £ S 190 17' 21" W 4S 460.00 170.33 169.36 210 12' 56" 100 36' 28' S 190 17' 21" W S 290 53' 49" W S 40° 30' 17" W 4S 460.00 296.68 291.57 360 57' 16" 180 28' 38" S 470 59' 01" W S 660 27' 39" W S 840 56' 17" W 4CL 430.00 492.69 466.18 650 38' 56" 320 49' 28" S 520 06' 49" W 4CL 430.00 187.29 185.81 24* 57' 18" 120 28' 39" S 310 46' 00" W 4CL 430.00 305.40 299.03 400 41' 30' 20° 20' 49" S 640 35' 28" W 4N 400.00 458.32 433.65 650 38' 56" 32' 49' 28" S 190 17' 21" W S 520 06' 49" W S 840 56' 17" W 5 60.00 43.36 42.43 410 24' 34' 200 42' 17" S 450 45' 21" E S 660 27' 38" E S 870 09' 55' E 6 60.00 43.36 42.43 410 24' 34" 200 42' 17" N 40 20' 47" W N 250 03' 04" W N 450 45' 21" W 7 60.00 275.23 90.00 2620 49' 08" 1310 24' 34" S 870 09' 55" E S 440 14' 39" W N 40 20' 47" W 8N 90.00 147.51 131.54 930 54' 16" 460 57' 08" N 480 06' 35" W 8CL 120.00 196.67 175.39 930 54' 16" 460 57' 08" N 480 06' 35" W 8S 150.00 245.84 219.24 930 54' 16" 460 57' 08" N 480 06' 35" W 9N 190.00 200.75 191.54 60° 32' 10" 300 16' 05" N 290 06' 38" E 9CL 160.00 169.05 161.30 600 32' 10' 300 16' 05" N 290 06' 38" E 9S 130.00 137.35 131.05 600 32' 10" 300 16' 05" N 290 06' 38" HE ION - 10CL 270.00 240_00 161.71 143.74 159.30 141.60 340 340 18' 18' 56" 56" 170 170 09' 09' 28" 28" N 760 760 32' 32 11" 11" E 10S 210.00 125.78 123.90 340 18' 56" 170 09' 28" N 760 32' 11" E ;..,7' RR DIUS I 245.00 2 245-00 2 225.00 3 225.00 4 225.00 5 270.00 6 270.00 7 270.00 7 190.00 8 190.00 9 190.00 10 190.00 12 150.00 13 150.00 14 150.00 16 460.00 17 460.00 18 460.00 18 60.00 39 60.00 20 60.00 21 60.00 22 60.00 22 460.00 23 460.00 23 225.00 24 225.00 25 165.00 26 400.00 27 400.00 28 400.00 29 400.00 33 210.00 34 213.00 35 165.00 ARC CHORD 55.2.3 55.12 136.27 134.52 50.00 49.90 120.66 119.21 27.15 27.13 13.66 13.66 107.43 106.72 40.62 40.59 19.02 19.01 87.08 86.33 07.09 86.33 7.56 7.56 77.19 76.34 82.50 81.46 86.15 84.97 57.45 57.42 108.62 108.37 130.61 130.18 40.12 39.38 57.74 55.53 69.98 66.08 60.67 58.12 46.72 45.54 110.00 109.74 60.33 60.29 41.61 41.55 115.00 113.75 268.99 240.18 140.00 139.29 162.44 161.32 118.95 118.51 36.93 36.92 72.35 71.99 53.43 53.28 35.I0 35.03 LOT CURVE DATA 1 I 2 120 55' 00" 6° 27- 30" 310 52' 06" 150 56' 03" 120 43 57" 60 21' 58.5" 300 43' 28" 150 21' 44" 6° 54' 50" 30 27' 25" 20 53' 56" 1° 26' 58" 220 47' 46" lc 23' 53" 8" 37' 14" 40 18' 37" 5° 44' 04" 20 52' 02" 260 15' 40" 130 07' 50" 260 15' 40" 130 07' 50.E 20 16' 46" 10 08' 23" 290 29' 00" 14° :4 30" 310 30' 46" 150 45' 23" 320 54' 30" 160 27' 15" 70 09' 22" 30 34' 4:" 130 31' 46" 6° 45 53" 160 16' 08" $° 08' 04' 380 18' 54" 19c 09 550 08' 00" 270 34' 00" 66° 49' 40" 330 24' " 570 55' 58" 280 `,,' 440 36' 36" 22° 13" 42' 04" b �_ 7° 30' 52' 3` 100 35' 50" 5° _ '-' 29° 17' 04" 140 38' " 930 24' 26" 460 42 230 16' 02" 1_- 35 170 02' 18" 80 3: �r, 50 17' 24" 38' 140 34' 35" 120 11' 16" CHORD BEARING '; 77' 32' =2" W S 80` 04- '5" W S 42° i8. 04.5" E S 640 01' 47" E S 820 50' 56" E S 870 45' :9" E •790 23' 50' E '. 630 41' 20" E !: 56° 30' 41" E 40' 30 49 r C: 0 : 04" W S _5� -.1 57" W 46 50 W - ?6 W Vim•• w W n . r SHEET I OF 2