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FOXBORO - SUBDIVISION PLATC- N6 7iC sr1EZc5P :S F1Cs+Rr1r� 7; �lr�a 1 >rl t �[ LArzDi5 3 ° 1%00 r k` 1 1uIVS I IV K -15�3 -7- - cja,2, 6212G FOXBORO BEING A SUBDIVISION OF PARCEL I OF C. S.M° NO. 4334 AND LANDS IN THE NW 114 OF THE NW 114 OF SECTION 14, T5N, R20E, IN THE CITY OF MUSKEGO, WA UKESHA COUNTY, WISCONSIN. NW CORNER O , (� f Tl O T' NW 1/4 14-5-20 L 6'7r6" CONC, MONUMENT 1701 S.F. W/BRASS CAP (DEDICATED TO THE CITY UNPLATTED LANDS_ N 334,349.32 OF MUSKEGO) E 2,506,535,28 -_----388°07'49"W 2685,21------ 50' W E P CO EASEMENT NIL OF NW 114 14-5-20 S 88° 07' 49',W 897,61 wi po 247.55 1 1 159.95 i 1 203.00 277.00 p S 1° 11' 17" E 1 lowp D p NE CORNER 15' SANITARY SEWER p o NW 114 14-5-20 ^� �o � 1 25.00 EASEMENT to ►� � G 6'ir6` CONC, MONUMENT EL I5' SANITARY SEWER i Qi - ys WIBRASS CAP 13 EASEMENT r I 20 3 N 334, 436.89 30,739 S.F.n n 1°� ' 21 E 2,509,218.89 CV °i k`O 14 + 31,599 S.F. N h K m 40,374 S.F. 33,869 S.F. jl 2 po 110.01 ? npi � �AN�'6•., yk° 00 Q i ti 69 N I 12 3006O I 2T2 s9i M I IS!L E.• _ 1,'--2000' r MUSKEGO LAKE .f7 VICINITY SKETCH NW 114 SEC. 14-5-20 SCALE.' 1" = 100' GRAPHIC SCALE 0 100' 200' 50' 150, NOTE.• V 0-DENOTES 2"x30"IRON PIPE, 3.65 LBS. PER LINEAL, FOOT, 2) I"x24" IRON PIPE, 1/3 LBS PER LINEAL FOOT AT ALL OTHER LOT CORNERS, 10 O o • j5, 00,. E 10 5' 275 3 N - - ` - - - - - 24,766 S.F. - N 77 �"� 10' 19 22 31 ALL DISTANCES TO THE NEAREST O.OI: 125.25 w`�22, 733 S.F. © °° 22 N 4) ALL BEARINGS ARE REFERRED TO GRID NORTH OF tr in 'n 36,758 S.F. N `� ,� Q o°j m N THE WISCONSIN STATE PLANE CO-ORDINATE SYSTEM, 7A N 88 20' 45" E � � � _'. k 161.70 SOUTH ZONE. i �� 15 =C 0. 43' 08" E~ N 1�a. NI 23,676 S.F. �' N T 00 51 ALL AREAS ARE TO THE NEAREST SQUARE FOOT, 138' o : N 89.25' 25" E p1 WI 61 NO STRUCTURE OF ANY KIND SHALL PERMITTED' WITHIN 1 11 ' �g� �s�. 96.25 3 ZI �I A VISION CORNER WHICH EXCEEDS A HEIGHT OF TWO f21 f �� o ,q o 18 [� ' 01 +� ; ,� j� �i �I FEET ABOVE THE ELEVATION OF THE INTERSECTION EXCEPT 21,937 S.F. �' `< "01 �I Oi 7B - ni oo 'sue•• �° 20,876 S,F, 0 m �:� ti + +� 2 Z V FOR NECESSARY HIGHWAY AND TRAFFIC SIGNS, PUBLIC f}, �ry O� 00 �soQ J ,�o' o o � UTILITY LINE AND OPEN FENCES THROUGH WHICH THERE IS �I � 6 ��° �V •p p0 0� A 21,880 S.F.p CLEAR VISION, NOR SHALL ANY PLANT MATE � I N 88 48' 43" E I 3 c� ry p 9•p R/AL BE � ,� 16 �. O �0 0 co •pry Z PERMITTED WHICH OBSCURES SAFE VISION OF THE APPROACHES I �0 1 ` ?� vim•. +� , � m p l53.64 N 23, 478 S,F. 41 �s �� t° 2 21482 S.F. p TO THE INTERSECTION, n 1 If U t ' � 134.77 N 10 1% 7C ou910 tS.Fo• T 2 21.04 h 22,275 S.F, :� - 2S if (DEDICATED TO OWNER OF 40' SANITARY SEWER 20,901 S.F. o '`' o + 60 1y 'n 25727 43J `93 PARCEL I OF C.S.M 1252) I 6O, C.S.M NO. 1353 EASEMENT `--r - A[:l f86-10N+ t O 1 S 88 OO 2� W 444.66 i } N B8. 4_ 43" E L- 1 �� s?'� I 1 `\,�• �g0'00 �2 3p,33p6 _ , �'3 e I PARCEL 2 s _ - PARCEL 21T.78 0 143.98 •t 0'��� 16629 _ 'S 9393 --- _ _ " 220,73- --- --- 30.0-0 - - - - - - 0 _ 250.73 rod fig? A 00 5g 6 - ?� - _ 10,9Bq - 232329 0 20' SANITARY 5EWER 1e9.33 - - ®y N 880 00' 26" E 25Q28 M 0 f EASEMENT W n O r hry 0/ io�e - - - .3 43 oy f� - � _ _ /34,25 --,118.97 - - _ �-. m 9 Srn3o•r�� 0 �{ h _ 22 . 6 ICE ! , r. ui z�•�� �q' ,,\13 Op �26 - _ - 202.48 36 Z ` r� , F4000 L ' �° �'�`' 15g- Q _ _ i�5g 114,64 N 88° 00' 26" E 219.83 rn-� �I��' +rri O I N 22,318 S.F. 90• Q EAR ��` p� rs o i 6s - r_ _ - - �i 6 `01 . 4 4,0$ r22.13 E I 0 Y + h O� 6U7 i�rOo r s° N 2 FT A8 ` + 44,65 5°°0 CORNER sro5 00 0 © , .. 1 �a. 10 VISION'"' 30' At 83.29' 56,.E �� ' -3 1' OI (� Al s�gsA Z /T /C C��o'DF 1O 3 d 3 a1 UNPLAT- Zk CQ 163.09 ?�/o© �o E ye• "I +Z </M1, • +�.'+, Q a°ji a1 tD I LANDS O.• N ti "� ft 2O' S rORM 1 M 20' DRAINAGE '1 ` V `�NT rNr' DEF'/ D 8 y s ANDS q q `� � EASEME WER M I v I U EASEMENT 56.50 \ Gv 5� Z��• T. 62,508 S.F. \ [L '' 2 2 EXIST. Z Ui f 9 ti0 r . _ - - \``- w `x 4 53,239 S.F. I / BARN 30.00 N I 1 00 ' / 71,78 7 S.F. 414.49 Z 50,821S.F, °fig , 2:' • �� p 5 44,260S.F. I{----� N 88 ° 00' 22" E � 444.49 � 44,858F.LA C.S.M. NO. 6107 54359 S.F. LINE (EL. 774.1) / ► 60, d I 1 ra0 YEAR FL O 3 i 5¢,535 S.F. j 1 a� N 3 �_ ��SC0N�i %r-PARCEL-1- SiNNi.EY Irp CO Co C\J us zN 10� �� IleC.S.M. NO. 39584 11 Q 127.00 252.04 13395 57.00 1 62.64 /88.00 157.00 �O I• I N 88° 00' 22" E 897.63 PARCEL 2 UNPLATTE© LANDS MAIN CURVE DATA NO. RADIUS ARC CHORD I 12 TANGENT SEARING CHORD BEARING TANGENT SEARING REVISED THIS 8th DAY OF MAY, 1992 IN 135. 00 109.84 106.83 460 36' 58" 230 18' 29" S 790 44, 42" W N 76° 56' 49" W N 530 38, 20" W' REVISED THIS /71h DAY OF JULY, 1992 1CL 165.00 134.25 130.57 460 30' 58" 230.18' 29" N 760 56' 49" W 1S 195.00.158.65 154.31 460 36, 58" 230 18, 29" S 790 44' 42" W N 760 56' 49" W N 530 38, 20" W '2N 312.36 254.33 247.36 460 39, 06" 230 19' 33" N 530 38, 20" W N 760 57' 53" W S 790 42' 34" W 2N 312.36 60.90 60.81 110 10'­17" 50 35' 08.5" S 680 40' 17" W S 630 05, 08.5" W S 570 30' 00" W 2CL 282.36 339.36 319.30 680 51' 40" 340 25' 50" N 8810 04' 10" W ' 2CL 282.36 257.21 248.41 520 11' 34" 260 05'. 47" N 790 44, 07" W 2CL 282.36 82.15 81.85 160 40, 06" 80 20, 03" S 650 50' 03" W 2S 252.36 303.30 285.37 680 51' 40" 340 25' 50" N 530 38' 20" W N 880 04, 10" W S 570 30' 0081 W 3N 176.00 388.38 314.24 1260 26' 06" 630 13, 03" S 570 30' 00" W N 590 16' 57" W N 30 56, 06" E 3CL 206.00 571.7-9 405.12 1590 01' 30" 790 30' 45 N 42° 59' 15" W 3CL 206.00 225.31 214.25 620 40, 00" 310 20, 00" S 880 50' 00" W 3CL 206.00 346.44 307.04 960 21' 30" 480 10' 50" N 110 39, 15" W 3S 236.00 202.48 196.32 490 09' 24" 240 34' 42" S 570 30, 00" W S 820 04' 42" W N 730 20' 36" W 3S 236.00 257.91 245.27 620 36' 56" 310 18' 28" N 460 19' 24" W $'150 00' 56" W N 160 17' 32" E 4 25.00 52°65 43.45 1200 39, 19" 600 19' 39.5" N 730 20' 36" W S 460 19' 44.5" W S.130 59' 55" E 5 25.00 52.65 43.45 1200 39' 19" 600 19' 39.5" N 740 19' 55" E N 140 00, 15.5•' E N 460 19, 24" W 6 60.00 281.00 86.08 2680 19' 50" 1340 09, 55" S 130 59' 55" E N 590 50' 00" W N 740 19' 55" E. 7 60.00 36.39 35.83 340 44' 45" 170 22' 22.5" N 160 17' 32" E N 10 04' 50.5" W N 180 27' 13" W 8 60.00 65.53 62.32 620 34' 46" 310 17' 23" S 660 30' 52" W S 350 13' 29" W S 30 56' 06" VV 9 65.00 300.60 95.87 2640 58, 05" 1320 29' 02.5" N 180 27' 13" W S 650 58, 10.5" E S 660 30''52" W 10E 55.00 28.27 27.96 290 26' 45" 140 43, 22.5" S 180 00, 00" W S 30 16' 37.5" W S 110 26, 45" E IOCL 85.00 50.19 49.46 330 49' 54" 160 54, 57" S 10 05, 03" W 10W 115.00 63.67 62.86 310 43' 27" 15° 51' 43.5" S 180 00, 00" W S 20 08, 16.5" W S 130 43' 27" E 11E 120.00 38,35 38.19 180 18, 38" 90 09' 19" N 180 00' 00" E N 80 50' 41" E N 00 18, 38" W 11CL 90.00 28.76 28.64 180 18, 38" 9' 09, 19" N 8° 50' 41" E 11W 60.00 62.54 59.75 590 43' 12" 290 51, 36" N 180 00' 00" E N 110 51' 36" W N 410 43, 12" W 12 60.00 43.36 42.43 410 24' 35" 200 42' 17.5" N 00 18' 38" W N 200 23' 39.5" E N 410 05' 57" E 13 60.00 275.22 90.00 2620 49' 09" 1310 24' 34.5" N 410 43, 12" W N 890 41' 22.5" E S 410 05' 57" W 14N 855.00 123.29 123.19 80 15' 44" 40 07' 52" S 880 00' 26" W S 830 52, 34" W S 790 44' 42" W 14CL 825.00 118.97 118.86 8° 15' 44" 40 07' 52" S 830 52' 34" W 14S 795.00 114.64 114.54 80 15' 44". 40 07' 52" S 880 00' 26" W S 830 52' 34" W S 790 44' 42" W LOT CURVE DATA LOT RADIUS ARC CHORD I I Z 1 195.00 44.65 44.55 130 07' 09" 60 33' 34.5" 2 195.00 114.00 112.39 330 29' 49" 160 44' 54.5" 2 252.36 77.41 77.10 170 34' 28" 80 47' 14" 3 252.36 166.29 163.30 370 45' 14" 180 52' 37" 4 252.36 59.60 59:47 130 31' 56" 60 45' 59" 4 236.00 36.26 36.22 80 48' 10" 40 24' 05" 5 236.00 122.13 120.77 290 38' 56" 140 49' 28" 6 236.00 44.09 44.03 100 42' 18" 50 21' 09" 6 60.00 74.07 69.46 700 44' 01" 350 22' 00.5" 7 60.06 58.50 56.21 550 51' 42" 270 55' 51" 8 60.00 58.41 56.13 550 46' 42" 270 53' 21" 9 60.00 90.02 81.81 850 57' 25" 420 58' 42.5" 10 236.00 135.45 133.60 320 53' 09" 160 26' 34.5" 11 236.00 122.46 121.09 290 43' 47" 140 51' 53.5" 11 60.00 23.65 23.49 220 34' 44" 110 17' 22" 12 60.00 12.74 12.72 120 10' O1" 60 05' 00.5" 12 65.00 65.86 63.07 580 02' 59" 290 01' 29.5" ' } ! 13 65.00 59.51 57.45 520 27' 15" 260 13' 37.5" OL1 65.00 10.01 10.00 80 49' 25" 4° 24' 42.5" 14 65.00 75.30 71.16 660 22' 34" 330 11' 17" LjCO000079 15 65.00 89.92 82.92 790 15' 52" 390 37' 56" 16 176.00 244.40 225.23 790 33' 46" 390 46' 53" 17 176.00 143.98 140.00 460 52' 20' 230 26' 10" 18 60.00 23.49 23.35 220 26' 19" 110 13' 09.5" 19 60.00 59.15 56.79 560 29' 16" 280 14' 38" 20 60.00 52.72 51.04 500 20' 24' 250 10' 12" 21 60.00 59.13 56.77 560 27' 50" 280 13' 55" 22 60.00 64.58 61.51 610 40' 04" 300 50' 02" 23 60.00 16.15 16.10 150 25' 16" 70 42' 38" _ METROPOLITAN ENGWEERING, INC. 24 312.3 6 119.56 118.83 210 55' 50" 100 57' 55" ROOFS CAoOSRO DS CONX E. St# rLr 1,14% WAtmrrs1jA. Wj aslos 24 135.00 37.35 37.23 150 51' 07" 70 55' 3 3. 5" Iwt MI41 nr-ttzf rXX 702-4-126 OL2 135.00 72.49 71.62 30° 45' 51" 150 22' 55.5" CHORD BEARING Those areas of land which are within the wetlaads S 860 18' 16.5 " W preservation area shall be subject to the following restrictions s N 700 2 3 ' 14. 5 " W 1 • Grading and filling shall be prohibited in said N 620 25' 34" W preservation area. 2. The removal of peat or topeoil within the S 890 54 ' 35 " W preservation area shall be prohibited. S 640 15' 59 " W 1 • Removal or destruction of vegetative cover, i.e., S 63 o 54 , {, 05 W trees, shrubs, grasses, etc., shall be prohibited with the exception of dead vegetative removal. S 810 07' 38 " W .4. Grasing be domesticated ■nimals _ (horses, cows, N 780 41 ' 45 " W etc.), shall be prohibited within said preservative S 210 22' 05. 5 " W area 5. The introduction of pleat material not indigenous S 840 39' 57" W to the existing environment of the preservation N 39 ° 30 ' 51 S1 " W area shall be prohibited in the ,preservation arse. 6 ponds N 31 ° 21 ' " E • are not permitted within said preservation area. N 290 52' 49.5" W �• Construction of fences or buildings within said N 10 25' 38.5 " E preservation`.ares are prohibited. The intent of the aforementioned restrictions is N 50 00' 10" E to serve ■s a perpetual instrument to attain natural Freservatios N 120 22' 12. 5 " W of the votlead area. N 100 34' 16.5" E N 650 49' 23.5" E S S 830 45° 32 ' 56' 16.5" 17" E E Although all lots in the subdivision have been reviewed S 260 52' 56" W and approved for development with eingle family residential use in accordance with section 236 N 350 50' 47" W of the Wisconsin Statutes, some lots may contain soil conditions S 800 56' 10" W which may require additional soil engineering and foundation. design with regard to basement construction. S 300 30' 02.5" E It is recommended that either a licensed professional engineer S 80 57' 45" W or other soils expert design a basement and foundation which will be suitable to withstand S 620 22' 35" W the various problems associated with saturated soil N 640 13' 18" W conditions on basement walls and floors or that special', N 50 09' 21" W measures be taken. Soil conditions should be subject to each owners special investigation to N 33* 2 3 ' 19" E prior construction and no specific representation is made herein. N 870 55' 48" W N 64° 36' 15" W N 610 33' 53.5" W N 840 52' 22.5" W i SHEET 1 OF 2 FOXBORO CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN SURVEYOR'S CERTIFICATE STATE OF WISCONSIN ) SS WAUKESHA COUNTY ) I, Stanley J. Potrykus, a Registered Land Surveyor, do hereby certify: That I have surveyed, divided and mapped FOXBORO, being a subdivision of Parcel 1 of Certified Survey Map No. 4334 and lands in the NW 1/4 of the NW 1/4 of Section 14, T 5 N, R 20 E, in the City of Muskego, Waukesha County, Wisconsin, which is bounded and described as follows: Commencing at the Northwest corner of said NW 1/4 Section; thence S 10 11' 17" E along the West line of said NW 1/4 Section, 25.00 feet to the place of beginning of the lands to be described; thence continuing S 10 11' 17" E along said West line 999.19 feet; thence N 880 00' 22" E, 897.63 feet; thence N 10 11, 17" W, 245.00 feet; thence N 8815 00' 22E, 444.49 feet to a point on the centerline of Mystic Drive; thence N 10 08.' 36" W along said centerline, 220.00 feet; thence S §80 00' 26" W, 444.66 feet; thence N 1° 11' 17" W, 532.24 feet; thence S 880 07, 49" W, 897.61 feet to the place of beginning. That I have made such survey, land division and plat by the direction of KOSOBUCKI BROTHERS PARTNERSHIP, 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 Muske in surveying, dividing and mapping the same. �y Date:— /1-1-1,11=17IrA l Stanley J. Potrykus,RLS, S-500 0 IV REVISED THIS 81h DAY OF MAY, 1992 [*[ STMMLEY J. -�, pOTMUS S-500 WAUCEIr sw�, vn Q` O 9-° suR�`�� OWNER'S CERTIFICATE As Owners, we hereby certify that we have caused the land described on this plat to be surveyed, divided, mapped 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) DEPARTMENT OF AGRICULTURE, TRADE & CONSUMER PROTECTION 2) CITY OF MUSKEGO 3) WAUKESHA COUNTY PARK & PLANNING WITNESS. the hand and seal P vc�.us i 1992. IN THE PRESENCE OF: Witness STATE OF WISCONSIN ) SS WAUKESHA COUNTY ) of said Owners, this �L! -/ day of PERSONALLY came before me this a ' Ti., day of /4 yaU.S , 1992, the above named Kent J. Kosobucki to me known to be the person who executed the foregoing instrument and acknowledged the same. Notary ublic-State of Wisconsin My Commission Expires_ -P/-?5 CITY OF MUSKEGO CERTIFICATEE RESOLVED that the plat of FOXBORO, a subdivision in the City of Muskego, which has been filed for approval, be and hereby is approved as required by Chapter. 236 of the Wisconsin State Statutes. I hereby certify that the foregoing is a true and correct copy of a resolution adopted by t e Common Council of the City of Muskego on the ¢ day of U , 1992, which action becomes effective upon receipt of approval of all other eviewing agencies and all conditions of the City of Muskego's approval were satisfied as of the Al day of ,4 U G. (15T` , 1992. I further certify that the copies of the plat were forwarded as required by S.236.12 (2) on the �ND day of iA IPA 14- ,1992, and that within the 20-day limit set by S.236.12 (3), all objections to this plat have been met. Date: VGUsi Jean renda, City of Muskego, City Clerk as t GIMAL �•y�,,r UlCE��a•`' CERTIFICATE OF CITY TREASURER I, Jean Sanders, being the duly elected, qualified and acting City of Muskego Treasurer, do hereby certify that in accordance with the records in my office, e, there are no unpaid axes or unpaid special assessments as of this ' day of 1992, on any of the land included in the plat of FOXBORO. Date: C .^ Jean SaOdirs, City of M ske o, City Treasurer COUNTY TREASURER'S CERTIFICATE STATE OF WISCONSIN ) SS WAUKESHA COUNTY ) I, Patricia G. Karcher, being a duly elected, qualified and acting Treasurer of the County of Waukesha, do hereby certify that the records in my office show no unredeemed tax sales and n unpaid taxed or special assessments as of r��ec • , qq 1 Rp�l -9�, affecting the lands included in the plat of FOXBORO. f� Date: Pa ricia G. County, rcher,- Treasurer, Waukes CQNSENT OE CORPORATE G THE EQUITABLE BANK, S.S.B., a corporation duly organized and existing under and by virtue of the laws of the Unites States of America, 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, a Registered Land Surveyor, and does hereby consent to the above certificate of FOXBORO. IN WITNESS WHEREOF, the said THE EQUITABLE BANK, S.S.B., has caused these presents to be signed by Merrel W. Hetznecker, Vice President and Carl J. Parsons, Assistant Vice President at M'lwaukee, Wisconsin and its corporate seal to be hereunto affixed this �lsr day of &u5'i 1992. IN THE PRESENCE OF: THE AB I, .B. Witness "UGLY J G%C� C e er, 'ce President Witnesst P 1 Car J. rsons, nt vice President STATE OF WISCONSIN ) SS MILWAUKEE COUNTY ) PERSONALLY came before me this day of you s-r ,1992, Merrel W. Hetznecker, Vice President and Carl J. Parsons, Assistant Vice President of the above named corporation and acknowledged that they executed the foregoing instrument as such officers of said corporation by its huthority. ° Notary Public- to of Wisconsin My Commission a ires 6 w3.rsrM� ' RICEIVED FAR "CM To ..., A. I., 09S. THIS INSTRUMENT WAS DRAFTED BY STANLEY J. POTRYKUS 9 SHEET 2 OF 2