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THE SETTLEMENT - SUBDIVISION PLATTHE SETTLEMENT BEING A PART OF THE NORTHEAST QUARTER (NE 1/4) OF THE NORTHWEST QUARTER (NW 1/4) AND THE NORTHWEST QUARTER (NW 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWN 5 NORTH, RANGE 20 EAST, IN THE CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN NOTES: 1) ALL DISTANCES HAVE BEEN MEASURED TO THE NEAREST HUNDREDTH OF A FOOT AND COMPUTED TO THE NEAREST THOUSANDTH OF A FOOT. 2) ANGLES HAVE BEEN MEASURED TO THE NEAREST 5 SECONDS AND COMPUTED TO THE NEAREST HALF -SECOND. 3) REFERENCE BEARINGS: THE NORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, TOWN 5 NORTH, RANGE 20 EAST WAS USED AS THE REFERENCE LINE AND HAS AN ASSUMED BEARING OF NORTH 88'35'07' EAST (WISCONSIN STATE PLANE COORDINATE SYSTEM GRID - SOUTH ZONE, NAD 1927). 4) ALL WETLANDS SHOWN ON THIS PLAT WERE DELINEATED BY GRAEF. ANHALT SCHLOEMER do ASSOCIATES ON 4/13/2001. 5) NO BUILDINGS OR FENCES SHALL BE CONSTRUCTED IN EASEMENTS. NO TREES OR BUSHES WHICH WOULD GROW TO MORE THAN 4 FEET IN HEIGHT SHALL BE PLANTED WITHIN SAID EASEMENTS SHOWN ON THIS PLAT WITHOUT APPROVAL BY THE CITY OF MUSKEGO ENGINEER. SEE NOTE NUMBER 7 FOR VISION CORNER EASEMENT RESTRICTIONS. 6) THERE SHALL BE NO DIRECT VEHICULAR ACCESS FROM ANY LOTS TO WOODS ROAD. 7) THE HEIGHT OF ANY PLANTINGS. BERMS. FENCES. SIGNS OR ANY OTHER STRUCTURE IS LIMITED TO 24 INCHES OR LESS INSIDE THE VISION CORNER EASEMENT AREAS. NO UTILITY PEDISTALS SHALL BE PLACED INSIDE VISION CORNER EASEMENTS. 8) THE OUTLOTS 1,3,4,5 AND 7 SHALL BE OWNED, BY PRO RATA SHARE BY PARCELS 1 - 59 INCLUSIVE, AND MAINTAINED BY THE SETTLEMENT HOMEOWNERS ASSOCIATION. INC. ACCORDING TO THE DEED RESTRICTIONS ON FILE WITH THE WAUKESHA COUNTY REGISTER OF DEEDS, AND THE STORMWATER MANAGEMENT AGREEMENT AND PLAN ON FILE WITH THE DEVELOPER AND THE CITY OF MUSKEGO. EACH INDIVIDUAL LOT OWNER SHALL HAVE AN UNDMDABLE FRACTIONAL OWNERSHIP IN THE OUTLOT(S) AND WAUKESHA COUNTY SHALL NOT BE LIABLE FOR ANY FEES OR SPECIAL ASSESSMENTS IN THE EVENT THEY BECOME THE OWNER OF ANY LOT IN THE SUBDIVISION BY REASON OF TAX DELINQUENCY. 9) OUTLOT 2 TO BE DEDICATED TO THE CITY OF MUSKEGO FOR PARK PURPOSES. 10) OUTLOT 6 TO BE RETAINED BY DEVELOPER. 11) ALTHOUGH ALL LOTS IN THE SUBDIVISION HAVE BEEN REVIEWED AND APPROVED FOR THE SINGLE FAMILY, DUPLEX AND MULTI -FAMILY RESIDENTIAL USE IN ACCORDANCE WITH SECTION 236 WISCONSIN STATUTES, LOTS CONTAIN SOIL CONDITIONS WHICH MAY REQUIRE ADDITIONAL SOIL ENGINEERING AND FOUNDATION DESIGN WITH REGARD TO BASEMENT CONSTRUCTION. IT IS RECOMMENDED THAT EITHER A LICENSED PROFESSIONAL ENGINEER OR OTHER SOILS EXPERT DESIGN A BASEMENT AND FOUNDATION WHICH IS SUITABLE TO WITHSTAND THE VARIOUS PROBLEMS ASSOCIATED WITH SATURATED SOIL CONDITIONS ON BASEMENT WALLS AND FLOORS OR THAT SPECIAL MEASURES BE TAKEN. SOIL CONDITIONS SHOULD BE SUBJECT TO EACH OWNERS SPECIAL INVESTIGATION PRIOR TO CONSTRUCTION AND NO SPECIFIC REPRESENTATION IS MADE HEREIN. RETENTION POND & DRAINAGE EASEMENT RESTRICTIONS: 1) AN THERE SHALL BE NO STRUCTURES CONSTRUCTED WITHIN STORMWATER MANAGEMENT AREAS LOCATED WITHIN THE EXTERIOR BOUNDARIES OF THIS PLAT. 2) MAINTENANCE OF THE STORMWATER MANAGEMENT PONDS SHALL BE THE RESPONSIBILITY OF THE SETTLEMENT HOME OWNERS ASSOCIATION, INC. WAUKESHA COUNTY AND THE CITY OF MUSKEGO SHALL NOT BE LIABLE FOR ANY FEES OR SPECIAL ASSESSMENT IN THE EVENT WAUKESHA COUNTY OR THE CITY OF MUSKEGO SHOULD BECOME THE OWNER OF SAID LOT BY REASON OF DELIQUENCY. THE SAID LOT OWNER SHALL MAINTAIN SAID RETENTION POND EASEMENTS IN AN UNOBSTRUCTED CONDITION SO AS TO MAINTAIN ITS INTENDED PURPOSE. THE SAID LOT OWNER GRANTS TO THE CITY THE RIGHT (BUT NOT THE RESPONSIBILITY) TO ENTER UPON THESE OUTLOTS IN ORDER TO INSPECT, REPAIR OR RESTORE SAID EASEMENT AREAS TO THEIR INTENDED PURPOSE. EXPENSES INCURRED BY THE CITY FOR SAID INSPECTION, REPAIR OR RESTORATION OF SAID EASEMENTS MAY BE PLACED AGAINST THE TAX ROLL FOR LOTS 1-59 INCLUSIVE AND COLLECTED AS A SPECIAL CHARGE BY THE CITY. PRESERVATION AREA RESTRICTIONS (FLOODPLAIN AND WETLAND AREAS): THOSE AREAS OF LAND WHICH ARE IDENTIFIED AS FLOODPLAN AND/OR WETLANDS AS SHOWN ON THIS SUBDIVISION PLAT ARE SUBJECT TO THE FOLLOWING RESTRICTIONS: 1) GRADING AND FILLING SWILL BE PROHIBITED UNLESS SPECIFICALLY AUTHORIZED BY THE CITY OF MUSKEGO AND, IF APPLICABLE, THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES AND THE ARMY CORPS OF ENGINEERS. 2) THE REMOVAL OF TOPSOIL OR OTHER EARTHEN MATERIALS SHALL BE PROHIBITED. 3 THE REMOVAL OR DESTRUCTION OF ANY VEGETATIVE COVER, I.E., TREES, SHRUBS, GRASSES, ETC. SHALL BE PROHIBITED WITH THE EXCEPTION OF COMPLIANCE WITH THE CITY OF MUSKEGO WEED ORDINANCE, AGRICULTURAL PURPOSES AND THE REMOVAL OF DEAD, DISEASED OR DYING VEGETATION AT THE DISCRETION OF LANDOWNER. OR SILVICULTURAL THINNING UPON THE RECOMMENDATION OF A FORESTER OR NATURALIST. 4 GRAZING BY DOMESTICATED ANIMALS, I.E. HORSES. COWS, ETC., SHALL BE PROHIBITED. 5J THE INTRODUCTION OF PLANT MATERIAL NOT INDIGENOUS TO THE EXISTING ENVIRONMENT OF THE PRESERVATION AREA SHALL BE PROHIBITED. 6) PONDS MAY BE PERMITTED SUBJECT TO THE APPROVAL OF THE CITY OF MUSKEGO AND, IF APPLICABLE, THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES AND THE ARMY CORPS OF ENGINEERS. 7) CONSTRUCTION OF BUILDINGS IS PROHIBITED. i z TYP I CAL SETBACKS NOTE: (N.T.S.) FRONT SETBACKS OF ALL RESIDENTIAL LOTS ARE 35'. ONE SIDE IS 10, AND THE OTHER IS 15' FOR A TOTAL OF 25'. CORNER LOTS SHALL HAVE 2 FRONTS AND ONE 10' SIDE. THE DETERMINATION OF WHICH SIDE IS 10' OR 15' MAY BE MADE AT THE TIME OF BUILDING PERMIT APPLICATION AND SHALL BE CLEARLY DEPICTED ON A SURVEY SUBMITTED TO THE CITY FOR PERMITTING PURPOSES. RETENTION POND EASEMENT #1 NOTE: 1) SANITARY SEWER EASEMENTS ARE GRANTED TO THE CITY OF MUSKEGO. MAINTENANCE AND/OR FUTURE REPLACEMENT OF PIPES TOGETHER WITH RESTORATION OF THE EASEMENT AREA SHALL BE THE RESPONSIBILITY OF THE CITY OF MUSKEGO. NORMAL MAINTENANCE SUCH AS CUTTING OF GRASS SHALL BE THE RESPONSIBILITY OF THE PARCEL OWNER. 2) STORM SEWER AND DRAINAGE EASEMENTS ARE GRANTED TO THE CITY OF MUSKEGO. MAINTENANCE AND/OR FUTURE REPLACEMENT OF PIPES TOGETHER WITH RESTORATION OF THE EASEMENT AREA SHALL BE THE RESPONSIBILITY OF THE CITY OF MUSKEGO. NORMAL MAINTENANCE SUCH AS CUTTING OF GRASS SHALL BE THE RESPONSIBILITY OF THE PARCEL OWNER. 3) DRAINAGE EASEMENTS SHALL BE GRANTED TO THE SETTLEMENT HOMEOWNERS ASSOCIATION. LLC. AND SHALL BE MAINTAINED BY THE PARCEL OWNER IN AN UNOBSRUCTED CONDITION SO AS TO INSURE ITS INTENDED PURPOSE. CONSTRUCTION OF ANY BUILDING, GRADING AND/OR FILLING -IN SAID EASEMENTS IS PROHIBITED. THE PARCEL OWNERS GRANT TO THE CITY OF MUSKEGO THE RIGHT (BUT NOT THE RESPONSIBILITY) TO ENTER UPON SAID EASEMENTS IN ORDER TO INSPECT, REPAIR OR RESTORE SAID EASEMENTS TO THEIR INTENDED PURPOSE. EXPENSES INCURRED BY THE CITY FOR INSPECTION. REPAIR OR RESTORATION OF SAID EASEMENTS MAY BE PLACED AGAINST THE TAX ROLL OF SAID PARCEL OWNER AND COLLECTED AS A SPECIAL CHARGE BY THE CITY. aw- -`S G 0 KALVIN K. 2 KLIMECK 1 S-2209 4( r JOHNSON CREEK Cc 91NK. MECK - Wis Reg. No. S--2209 W,7 WISCONSIN 0 DATED THIS 8TH DAY OF JANUARY, 2003 REVISED THIS 6TH DAY OF MARCH, 2003 �Oq��i/iQ S V REVISED THIS 24TH DAY OF MARCH, 2003 �rrrrinllalU R REVISED THIS 27TH DAY OF MAY, 2003 OWNER: THE SETTLEMENT ON WOODS ROAD, LLC. 2140 W. DEAN ROAD, RIVER HILLS, WISCONSIN 53217 (414)351-2252 This instrument prepared by KALVIN K. KLIMECK, R.L.S. of PIONEER ENGINEERING AND SURVEYING, L.L.C. 3902 CTH "B" Johnson Creek, Wisconsin 53038 (920) 699-3330. NUMBER DIRECTION DISTANCE P1 N 08'13'44' W 120.000' P2 N 3W40'59" E 35.000' P3 S BW24'27" E 130.000' P4 IS 5C"41'26" E 40.000' P5 S 2729'03" W 52.000' P6 S 03'49'03' W 185.000' P7 N 87' 17'05" W 102.995' P8 S 11'42'05" W 62.276' P9 S 03'31 *54' W 122.500' P10 S 89'52'010 W 30.000' P11 N 0640'53" W 59.000' P12 N 09'26'44" E 135.000' P13 N -0728'450 E I 100.000' T MOWN- • GRAPHIC SCALE SCALE: 1 " = 60' LEGEND: INDICATES IRON PIPE 18' LONG BY 2.375" OUTSIDE DUI. 3.65 LBS. PER LINEAL FOOT. ALL OTHER LOT AND OUTLOT CORNERS MARKED BY IRON PIPE 18' LONG BY 1' DIA. - 1.13 LBS PER LINEAL FOOT. O INDICATES EXISTING PIPE FOUND DIAMETER SHOWN ON PLAT O INDICATES CONCRETE MONUMENT WITH/ BRASS CAP (FOUND) • 8-1 SOIL BORING RETENTION POND EASEMENT TABLES RETENTION POND EASEMENT #2 NUMBER DIRECTION DISTANCE P 14 N 40r05' 12" W 35.000' P15 N 65'31'01" W 104.000' P16 S 7659'33" W 47.000' P17 N 51'08'48" W 22.000' P17A N 04 01'47" W 23.219' P18 N 01'40'29" W 168.433' P19 N 35'05'25" E 15.031' P20 S 8717'01' E 73.000' P21 S 31'21'55' E 24.000' P22 S 09' 19'36' W 1161.000' --- --H ,�r- 17 ----1 { JASESVILLF- , i I , SE 1 /4,1 17-5-20 SW 1 /4,1 1 -5-20 PUM i Amu mr-L , ' � IMp,pps ' �4D , , � ` I I ' ' NW 1/4, 20-5-20 NE 1/4, 20-5-20 LOCATION SKETCH NE 1/4 & NW 1�4 SEC. 20-5-20 SCALE 1 = 1000' RETENTION POND EASEMENT #3 NUMBER DIRECTION DISTANCE P23 N 66'28'07" W 61.000' P24 N 51'52'46" W 81.958' P25 N 20'23'28' W 59.000' P26 N 4724'38' W 27.500' P27 IN 8759'44" W 74.000' P2$ IS 7746'58" W 51.000' P29 S 41' 17'48" W 48.000' P30 S 60'46'17" W 48.000' P31 S 85'35'03" W 51.000' P32 N 63'13'07' W 98.000' P33 N 81'51'17' W 44.000' P34 S 6642' 10' W 33.000' P35 N 75'09' 13' W 50.000' P36 N 20r14*34* W 72.000' P37 N 01'28'47" E 97.000' P38 N 28'5O'04" W 43.000' P39 N 5W43'59' W 45.000' P40 N 8756'01' W 156.000' P41 N 64'53'24' W 55.000' P42 N 4757'12* W 21.000' P43 N 88'18'03" E 84.958' P44 N 44'08'310 F 57.000' P45 N 86-21'360 E 62.000' P46 S 74' 12'33" E 83.000' P47 N 86'16'01" E 58.000' P48 S 661 V53" E 32.000' P49 S 04 20'01 W 100.000' P50 S 15'27'52 E 26.000' P51 S 61' 12'58' E 28.000' P52 N 87 57'25' E 1067899' RETENTION POND EASEMENT #4 NUMBER DIRECTION DISTANCE P53 N 4Y 10' 19" E 100.00 FT P54 S 75 09'54' E 162.00 FT P55 N 4W39'I7" E 70.00 FT P56 S 84'33'18' E 93.00 FT P57 N 8634'41 " E 100.00 FT P58 N 5632'57" E 24.00 FT P59 S 01'17'31' E 46.00 FT P60 S 29'00'30" E 46.00 FT P61 S 84 35'41 " W 1190.14 FT There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21 (1) and (2), Wis. Stats., or by the County Planning Agency. Certified S11 j De artm of 641--, , 20 a 2OF6 N A p 0C N r �o ON 21 1 i moo c rorn� c y N v°Qm 1 0� 1• � v o i 140 i 1 60 �,,1�, 40' : ,o N � V a to O � b ; U N v pq N � � � N � 0 m N � >~ U 4U \c O N C GLn A r + 3 U z rrn-Vo1�rl ©MO-<z omA Xrnrr---z 4 z b � C_ (A O C) v Z o O 00 O J V ,4(0 0 V \``����\\\\\\\\\1\1111i11111111111f1 0 IV KALVIN K. �i KLIMECK S-2209 r JOHNSON CREEK '•,,7 WISCONSIN O f �y��i'O S V A* 1111i,..__ ti R _ t Ir I THE SETTLEMENT ' ' rl r r +, , r I to p bl It I I L-- 1 �, ! 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I I il) Q�jj _i J � � I Z �19 O 1 03 "I 1 m 1 , 1 i 1 1 1 r+� i i j 12' i I I t . ,O'1 , , ? _ y I I y + I ------.1 ------------- ----- ^__-- 40' DtiANrAGE EASEiiFarT ' }� 170.295' i 139.824' JNr,U_v",, FN.f V LJMLLIN - TTIO IIay. ,rV-LGV7 . aDATED THIS 8TH DAY OF JAM LOT AND EASEMENT DETAIL SHEET REVISED THIS 6TH DAY OF MARCH, 2003 , 2003 REVISED THIS 24TH DAY OF MARCH, 2003 REVISED THIS 27TH DAY OF MAY, 2003 OWNER: THE SETTLEMENT ON WOODS ROAD, LLC., 2140 W. DEAN ROAD, RIVER HILLS, WISCONSIN 53217 (414)351-2252 This instrument prepared by KALVIN K. KLIMECK, R.L.S. of PIONEER ENGINEERING AND SURVEYING, L.L.C. 3902 CTH "B" Johnson Creek, Wisconsin 53038 (920) 699-3330. lr+ 30' IlR/JIIAGE EASEIrEIif S 01'21'19" E 1294.888' S 01.21'19' E 1334.888' (EiIST 1/67H LINE) 115.000' 1 115.000' 90.000' ' 133.192' 115.000' - ` + 1 1 o 1 1 tA m V _ r/ A� 1� VJ Z b n II_0 rnF- a N 0 M IRTHEAST CORNER OF THE NORTHEAST ARTIER (NE 1 4) SEC. 20-5-20 CONC. MON. W/BRASS CAP - FOUND N 328,737.24 E 2,495,974.74 SHEET 3 OF 6 -n `E --I� Z r-);00 T1]- CD � �v C-UXO� ,4 C- 0(nI O r M Q JZr � Jv - V Oo 00 bo O N j J CNiI J J S NORTHWEST CORNER OF TI1E NORTHWEST r------------� THE SETTLEMENT _ _ QUNC. (NW 4> SEC.12O- FOUND is �'° �----- --� � i CONC. MON. W�RASS C�,P - FOUND BEING A PART OF THE NORTHEAST QUARTER (NE 1 /4) OF THE NORTHWEST QUARTER (NW 1/4) AND �� 11 N 2,490,589s � I L_________J ' + _ E 2,490>589.48 1 NORTHWEST QUARTER (NW 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 20, 1/8TH LINE OF THE NE 1/4 OF THE NW 1/4 20-�-20 ; _ _ _ ' - ' ------------------ THE--T- ` ' TOWN 5 NORTH, RANGE 20 EAST, IN THE CITY OF MUSKEGO, WAUKESHA COUNTY. 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I p i 1 �r Z I I I I 1� 1 , Z 1+ 1 f (A Iv j 1 rn j r 3F i/ "CIO r Q i J i i i +� I of r*I I r r s NO tat it r Z I I Ci! 1 L� I I I ! f O ! 1/1 N !- y 1 1 1 -i_ _ t , r I � � Off' !' + + ' ' 1$ f I I ! Z n 'I ' r_ ! D��Tr28'•'Y----i� i______20, _-__ ,�"i i_____ ____ _______--------__ ) of ' i 11•el f r r r ' r .I Q I r IIV'MCF EA$fM - - r I 1 N I 1 ; cyi 't' .� + r 1 r r r - f M 'PIS -- i , O I p 1 y .�..-._._._ FIT �-.-.../ � .`L � !1 i Il + 1` �+-- - a �'28'3g E o � N 0�28 _ ,qb � O i I� `� I j � 5� i Z►'� . � � 01'2 w 383 � � - - ' ' ! �/ - - ` 112.740 36 E 200.012' : N 4120.000 23.000' 97.000 N yr� _ N 1T 7. �'+ !ra ! r Nrf "'- 12• ---- "_ �� 100.008 PS �`'-�i I i 1 O I i i ► 7 • 84.400' 120.000' a 12 - �_ OJy, J r� ! ! i rr ! - _ -i 10 100.00g f I I 1 C1j �I 1 f z ir' 120.00W �•+ O Q N 01.24 53 W 3W-000'------- ~` `~�`t`_' y --�_ rr G /` ► r ~ 1 ----- ' ^- - ---J ----_--- !! l/ 11 N • - --^- -'- ±----- LN to lw• • ``�_ cf f-+ / I ! 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UT�Y 1 1 115.Z i i 12' UTiLllti' EASEMENT AREA (} {,v I !II r 1� ! _ _ _ f14 \ I i 5' -TREE EASEUEIIT (1VP) + ' + �L-- g9.042'----g2,39g'----------99-833;--`---1 L------------ TREE _ ,�+1 �" N i ---M f it INu L`-----^----^------ + --- ----- " '_-----__--__^�___- l _ _ . 120.000' - - ' t r ------ + N 01.24f53" w t ----- 100.000> L-- � \� 120.OQO ----- r I i N "--- ___ 25.347" m -----------^---- -^ --- ^_ tit�' ,i 41 I C&05'07" E - - __� _y8t 1 r 01124*97 E 350 850' I I r r r r 225.34T + os f 11 r �`` �\ 1 (� I f Ss, � g `�- 1-3`�W of -..�4=-�158�740�_____ or r '-` '- `• i s• o io - S_01'24'53f�- - -�+ ' ` - �V v 1 �� o o �� q� H 05 07" r .\ `.\ I , E g 100.000 0l $'I ••"•' L�\ " MY _ Os E ' NOi 1 , 1 225.347" - 43 r '�$ a N 01'24'53" MI _ _ -- ----- --- r b' '��•3? `.°tfr' i r _N 0&05'07 E 225.347' N 01"ZIO " W 360.000' -•b:'• I .' 70.000 29.888 105.208' 20^324' `___ _ ` 1 - - ; 1 i `\ I '------ --- �,`�^ ------------------------------ _ 82.00p''`____ _ O �`-�- i - ------ YJ r f ---^-----------, 120.000 -� r'-`------^----- ��`�\ I / �+ ' i i ----- --- 108.000• - ___ ___ ;� r1,4a�•' %.L 120.000----^------------------- III d, ! ! ----- --_- ------ ��' `�4C, `--------- j 5' -TREE EASEMENT (TYP)+ i i I I '`-_"`- _ `_.c� ! $>' N01'41 'IM O m f { I "' I t ' ' 12' unmy � 7Maf� (ryp} , 1 �` �B `'� 3 t 54.1$7' O + l i t 12 UTWiY EASEMENT ARFJ► (TYP) { I , I ` , i i I,RFi1 (ryp} i N `. O- �4?• 7 1 D r i N ' ' `\� ®r _ O1 1.41's4ffw �' C o m i 1 1 1 ' ' , I I N r 11S � I I I I I s 41 I Z z , , i , _ ± rz CD J { 11 - 1i2�� 1 !B,g6$• _ ` ` p O j � •� _ I + i z i i� N r 1 1 I z k]D 1 1 f ' u `6 ..wv 1 49.075 p 1 o °1 N i i 1 i �? a 00 5rZ � �a'S e0 i p 0 1 I I I I t C. N ,# IJ 5 1 43.982�• gp r q 0D O ! r r { pp I N01'41' 'Ml W i N 1 I IV al 11 ((d��1 O r , I 1 g I O N' Y!t N 1 O W Q y y i 0 3 1 1 � O r f r , 0'`' 57.952' a o r pp 1 V o ,• v 1n 1 I o f ' Iz r -• rn r f J' I S V p 41 I_ �I 1 �p 1 1 i/y W O I W N U {d 1 +cam r ko < Yik 00 nk a+ GI o ' ' i8' D rD� �'° .� pv 41 VI f� �� N cn N C1 all O $ o tD g 0 EII U1 IR /�.' n$. A 1 p� c,i I" N 'pp° 1nN $, i� �O i 8i ` i i i f os + Ut�11 !l�►/'�"/iQ r� •�_�p--- �.Y-! .1i N� r----------- N SDI �I,k A ID D� "1 1� I OI I 1 I 1� 1N f6 F lr.r O p""►c� 1 sf NQ ^��1 .., N 1 Ig 1 I , 1 1* ! !�-- >a (+I •I i m i i t I + rr r v. I'� p row �C X`\o --4 +------------^-- Ifi fi'O � , 10 � t t UI N k ' � � I t rj' I + � ! •• r � � r� � r� ! r �}, �i t ' --- -----------------1 1- ;E EIS-E��ENr --- ! r !� -i 40' DRAk1�YAiE EISEHENT I I O o ' i ----L �-----------------^-- 120.8W+ 29.0 �_`4 m F , L�i•� `�� i i ^'� i 95748' _ _ ^ 9w 100.235' 108.g99' 115.414' i ! r i 37.53' �• .. ���+ .�\, 50 �__K,-_ 85.434' S558' f a, S 01"24'53" E 511.088 S 01.24"1 E 544.38T N �[ as `_ •F5 ' I r • r • �/' �[v / . �� 018' 101.28g -� N k _ x _J t k 97.435' 9g.952 120.000' � _ ---- - ' N 01.24f53" W 480.000' :e ``-� ' "= WEST LINE Of THE NE 1/4, SEC. 20-5-20 S 01'4O'S7" E 2675.73 rn CH �_�_-� i I�L9 m �e?`. < tmJs 1rs I I '$ I ° NJo 1711 i $ mZOCO I r0*} ��"x C / N ZO� 5 �•G� Lis { ��11 rs yu� 0 If ; ; i i �,. ti2• I� W'CIO,O i� m 1 `� ll�11 I� t!) i _ a It `\I ' !! � I I z0'-srof, SEvI ---^---__-f�- , U•_Z � I� 1 i / �1 I t � S 01.24'53" E IQ O O 0-m 0 v i Z 1 I f / ,tea I , , I I EASE1� -� to I m____ �z 0 I °' �; 1 r I, I I N v� V ' 1� 8 I I j ' r__________ - - iri I C 1 i 1 I 1 o I3 - $0 A Cm7 Om Z i N I i N ti i �%' I i lam`' , I i i IN "= 1 Cm Id N `\\� O co m �i \raM �� S iUtzce' ON0 i O o ow, \ G . C O 4 1 v_ `\ d 1 �O A io Is►� vi I li i 1+ I O 1 IN Z `� ` j D Uj ! 1 ls_L-------- ------------ +^---- J V1 f r t t-- I i- �` � �31 m� i i �`I i i i �' �+�'' S 00'05'07" w "• I 1 t •'I i mO ` i ,i f ] r 181.940 ' i�1 o1NR11lEIIllIIf. m o y% \\ I�' i Z !/ O . ! , I t n r-+------------------------- s--r----- G N �i + KALVIN K. y % ` z �U IS KLIMECK a`I X +ter I I! # I+ I Ao I S•24V.7 - 2ry0l�9r� r JOHNSON CREEK w53 ��--• d/ �a co 9 WISCONSIN G� & v ���---- 0 S v N� a���, .e•-------- F----•-�� 'dam/f o I i�`♦'i �i 1 ii S ±�i RThere are no objections to this plat with resp J ,,.�s ,, fa I „ , J I Secs. 236.15, 236.16, 236.20 and 236.21 (1) ��1111�1 1WUN� z N �- --- o, It �� I k �i 11 L-----------S_QTZV 7" 11t- I , , - --Q -Wis. Stats., or by the County Planning Agen 1 1 KALVIN K. KLIMECK - Wis Reg. No. S-2209 y DATED THIS 8TH DAY OF JANUARY, 2003 LOT AN D EASEMENT DETAIL SHEET PIONEER ENGINEERING Certified , REVISED THIS 6TH DAY OF MARCH, 2003 AND SURVEYING, L.L.C. REVISED THIS 24TH DAY OF MARCH, 2003 1 CONSULTANTS IN REVISED THIS 27TH DAY OF MAY, 2003 SUBOOP iON AND COMMERCIAL DEVELOPMENTS OWNER: THE SETTLEMENT ON WOODS ROAD, LLC., 2140 W. DEAN ROAD, RIVER HILLS, WISCONSIN 53217 (414)351-2252 3902 C.T.H. 09" parrxnent of A inistrat' This instrument prepared by KALVIN K. KLIMECK, R.L.S. of PIONEER ENGINEERING AND SURVEYING, L.L.C. 3902 CTH "B" JOHNSON CREEK. WISCONSIN 53M Johnson Creek, Wisconsin 53038 (920) 699-3330. 920 699-3330 FAX-. 920 599-3332 1 1 V)i I7 C H 1 r' ©' , I I I , I ... I 1 I , 1 I f I I , 1 , 1 P ! I , t i 1 I I I l , t I ' 1p IRI 441(.I Ii I �N1 I Sp•� ' N I t��,,ii I ton I r-' I i IN I i I I ' I I 1 I i 21. 0 m � 7 I { I , k , I , I ! 1 N N 7"QI i f I NIO i j N� s VI^I U --r-�-�-- aMzooz vl � $ - I NWZCO I rn I , Z 1 N[r• 1 m O ----ID - --- 1 1 rn 0 o ! PLUM CREEK BLVD 1 M ----urn - = �} 1 t _ I D UI z COS i CJ i w ��_ 1 Z i Z N ` ' I . t 10 1 act 1 1 N 1 e �< V � ' , t 1 ; I ' ` - - 1 40 + k � 1 { k 1 1 � I , 1 � , 1 I I , I � k I SHEET 4 OF 6 THE SETTLEMENT BEING A PART OF THE NORTHEAST QUARTER (NE 1/4) OF THE NORTHWEST QUARTER THE NORTHWEST QUARTER (NW 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF TOWN 5 NORTH, RANGE 20 EAST, IN THE CITY OF MUSKEGO, WAUKESHA COUNTY, MAIN CURVE TABLE CURVE RADIUS ARC LENGTH CHD LENGTH CHD BEARING CENTRAL ANGLE I 12 TANGENT BEARINGS 1 C L 500.000 98.040' 97.803 S 04' 12 09 W 11' 14 04 05'37 02 S 01'24 53 E S OT49 11 W 1 W 470.000 092.158 92.010 S OW 12 09 W t 1' 14'04' 05-37020 S 01*24'530 E S QW49' 11 " W 1 E 530.000 103.922 103.756 S 04'1 '09' W 11'14'04" 05'37'0 " S 01'24 53 E S 09'49 11 W 2 CA 500.000 187.623' 186.524 S 00'S5 49 E 21'30 00 10'45 00 S OT4911 W S 11-40 49 E 2 A 500.000 82.903' 82.808 S 05'04 11 W 09130 00 04'45'00 S 0749 11 W S 00'19 11 W 2 B 500.000 104.720 104.528 S 05'40 49 E 1700 00 06 00 00 S W1911 ] W S 11-40 49 E 2 WEST 530.000 198.880 197.715 S 00'55 49 E 21'30 00 10'45 00 S 09'49'11" W S 11'40'490 E 2 C 530.000 57.861 57.833 S 06'41 '320 W 06' 15 18 03'07 39 S 09'49 11 0 W S 03'33 53 W 2 D 530.000 60.034 60.000 S 00'19 11 W 0629 24 OX14 42 S 03'33 53 W S 0755 11 E -Ir40'49v 2 E 530.000 80.986, 80.908 S OT18 09 E W45'18 04'22 39 S 0755 11 N E S E 2 EAST 470.000 176.366' 175.333 S 00'55 49 E 21'30 00 10'45 00 S OW49 11 W S 11'40 49 E 3 C L 150.000 235.619 212.132 S 3519 11 W 90'00 00 45'00 00 S 11'40 49 E S 78'19 11 W 3 W 120.000 87.567 85.637 707 29.5 W 41'48 37 20'54 18.5 S 11'40 49 E S 30'07 48 W 3 E 180.000 282.743 254.558 S 33'19 11 W 90'00 00 45'00 00 S 11*40'490 E S 78'19 11 W 4 60.000 238.960 109.545 N 12'24 52.5 E 228-11 23 114'05 41.5 S 7619 11 W S 53'29 26 E 5 30.000 50.464 44.721' N 78'19 11 E 9622 46 4V 11'23 S 5529 28 E N 30'07 48 E 6 C L 150.000 167.914 159.283' S 5T 15 01.5 W 64 08 19 37D4 09.5 N 89'40 49 W S 26' 1 D 52 W 6 N 180.000' 201.497 191.140' S 58'15'01.5 W 64 08 19 37D4 09.5 N 89.40'49 W S 26'10'52 W 6 S 120.000 134.332 127.427 S 58' 15 01.5 W B4 08 19 3704 09.5 N 89-40 49 W S 26' 10 52 W 7 C L 120.nnn' 204.507 189.032 S 65'14 20.5 W 7606 57 39'03 928.5 S 26'10 52 W N 75!42'17 W 7 N 150.000 163.605 151.225 S 65' 14 20.5 W 7906 57 39'03 28.5 S 26' 10 52 W N 75.42 11 W 7 S 180.000 245.408 226.838 S 65' 14 20.5 W ° 7506 57 39'03 28.5 S 26' 10 52 W N 7542 11 W 8 C L 2000.000 548.441 546.728 N 8333 32 W 1 5'4242 07'51 21 N 7542 11 W S W35'070 W 8 A 2000.000' 52.360 52.358 N 76 27 11 W 01'30 00 W45 00 N 7542 11 0 W N 77*12 11 W 8 B 2000.0D0 496.081 494.814 N 84'18 32 W 14'12 42 0766 21 N 77-12 11 W S 88'35 07 W 8 N 2030.000 556.667 554.929 N 83'33 32 W 15'42 42 00751 21 N 75'42 11 0 W S 88'35 07 W 8 C 2030.000 23.148 23.144 N 7501 47 W 00'39 12 00'19 36 N 75'42 11 W N 76'21 23 W 8 D 2030.000 60.005 60.000 N 77*12 11.5 W 01*41 *37" 00'50 48.5 N 76'21" 23 W N 78'03 00" W 8 E 2030.000 473.514 472.453 N 84 43 56.5 W 13'21 53 0640 56.5 N 78'03 00 W S 88'35 07 W 8 S 1970.000' 540.214 538.527 N 83'33 32 W 15'42 42 OT5t 21 N 7542 11 W S 88'35 07 W 9 CA 500.000 206.249 204.791 N 7735 51 W 23'38 04 11'49 02 S 88'35 07 W N 674649 W 9 N 470.000 193.874 192.504' N 7T35 51 W 23'38 04 11'49 02 S 88'35 07 W N 6746 49 W 9 S- OVERALL 530.000 218.624 217.079 N 7T35 51 W 23'38 04 11'49 02 S 88'35 07 W N 6748 49 W 9 S - BLOCK 530.000 188.279 107.616 N 7758 30.5 W 20'23 23 10'11 41.5 N 88 10 l 20 W N 6746 49 W 10 C L 500.000 205.706 P264.259 N 79'33 59 W 23'34 20 11'47 10 N 6746 49 W S 88'38 54 w W 10 N 530.000 218.218 216.679 N 79r34 32 W 23'35 26 11'47 43 N 6746 49 W S 88'37 45 W 10 S 470.000 193.195 191.838 N 79'33 22 W 23'33 Ofi 11'46 33 N 6746 49 W S 88'40 05 W 11 3FO-0 25.232 24.495 S 25'30 34.5 E 48' 11 23 24'05 41.5 S 01'24 53 E S 49'36 1 60 E 12 60.000 289.424M24 S 88'35 07 W 276'22 46 138'11 23 S 49'36 16 E N 46'46 30 E 13 30.000 25.232 N 2740 48.5E 4911 23 24'05 41.5 N 4646 30 E N 01.24 53 W 14 C L 1400.000 158.825 N 01'50 07 E 0530 00 03'15 00 N 01'24 53W N 0505 07 14 W 1430.000 1,2.2E N 01'50 07 E 06'30 00 03' 15 OO N 01'24 53 W N 0505 07 E 14 E 170.000 155.422 N 01'50 07 E 06'30 00 03' ] 5 QO N 0 t'24 53 W N 05 Q5 07 E 15 C L 150.000 89.329 88.015 N 2708 45.5 E 34 07 17 1 T03 38.5 N 05'05 07 E N 3712 24 E 15 W 180.0DO 107.195' 105.618 N 2708 45.5 E 3V07 1 70 1 T03 38.5 N 0505 07 E N 39' 12 24 E 15 E 120.000 71.463 70.412 N 2708 45.5 E 3V07' 17 1 T03 38.5 N 05'05 07 E N 39' 12 24 E 16 C L 200.000 142.705 139.772 N 1tm 15 E 40'54 18 20'27 09 N 39'12 24 E N 01'4154 'W 16 A 200.000 66.2.30 65.928 N 2T43 11.5 E 18'58 25 09'29 12.5 N 39'12 24 E N 20'13 59 E 16 8 200.000' 76.555 76.088 N 09'16 02.5 E 21'55 53 10'57 56.5 N 20'13 59 0 E N 01'41 54 W 16 W 170.000' 121.367 118.806 N 18'45 15 E 40'54 18 20'27 09 N 39'12 24 E N 01'41 54 W 16 E 230.000 164.203 160.738 N 18'45 15 E. 40'54'18 20'27 09 N 39'12'24 E N 01'41 54 W 16 C 230.OD0 46.079 46.002 N 33'28 02 E 11'28 44 05'44 22 N 39'12 24 E N 2F4'3400 E 16 D 230.000' 60.172 60.000 6N 20r13 59 E 1,V59 22 07*29 41 N 2743 40 E N 12'44 18 E 16 E 230.000 57.952 57.799 N 0531 12 E 14 26 12 OT 13 06 N 1744 18E N 01'41 54 W 17 C L 800.000 212.215 211.591 N 0511 51 E 15'11 567 07*35 58 N 12*47'490 E N 0724 07 W 17 W 770.000 204.257 203.659 N 0511 51 E 15' 11 56 07*35 58 N 1747 49 E N 02'24 07 W 17 E 830.000 220.174 219.529 N 05,11 51 0 E 1611'56 0735 58 N 12'47 49 E N 0724 07 W 18 C L 2000.000 279.253 279.026 N OB'24 07 W woo 00 04 00 00 N 0724 07 W N i cr24'07 W 18 W 1970.000 207.969 207.874 N 05'25 34.5 W 06'02 55 03'01 27.5 N 02-24'07N W N 0927 02 W 18 E 2030.000' 216.350 216.247 N O5'27 18.5 W 06'06 23 03'03 11.5 N 0724 07 W N 08'30 30 W 19 30.000' 25.747 24.964' N 33'02 t 3 W 4W 1 p 22 24 35 11 N 0927 02 W N 5737 24 W 20 60.ODO' 289.409 80.011' N 80'33 32.5 E 1 276'21 53 138'10'56.5 N 5T37 24 W S 38'44'29 W 21 30.000' 24.740' 24.045 S 15'06 59.5 W 4T14'59 23 37 29.5 S 38'44 29 W S 08'30 30 E ``����. � 209 KALVIN K. 2.4 KLIMECK S-2209 r JOHNSON CREEK a s7 WISCONSIN O yeti 9 KALVIN K. KLIMECK - Wis Reg. No. 5-2209 DATED THIS 8TH DAY OF JANUARY, 2003 REVISED THIS 6TH DAY OF MARCH, 2003 REVISED THIS 24TH DAY OF MARCH, 2003 REVISED THIS 27TH DAY OF MAY, 2003 WETLAND # 1 NUMBER DIRECTION DISTANCE W1 S 8T03'59" E 227.517' W2 S 00'19'33" E 26.032' W3 S 7734'30" E 135.323' W4 S 80' 12' 12" E 50.936' W5 S II.12'42 W 18.628' WS N 79'44'07" W 33.883' W7 S 8701'25' W 36.437' W8 S 89' 19' 11' W 35.533' W9 S 8701'11" W 14.998' W10 S OT47'34" W 29.784' W 11 S 09'41'06" W 27.701 ' W12 S 2622'10" W 20.928' W 13 S 5745'31 " W 45.732' W14 S 88'28'06" W 42.250' W15 N 69'33'42" W 39.374' W16 S 8752'56" W 45.263' W 17 S 8W42'01 " W 59.165' W18 IS 7T03'56" W 38.945' W19 S 81'14'25" W 49.811' W20 N 01'32'26" E 54.421' W21 N 23'26'510 E 49.801' W22 N 20'02'04" E 33.210' W23 N 51'47'54" E 24.272' W24 N 3(r02'01" E 40.521' W25 N 3T 13'04" W 52.963' WETLAND #2 NUMBER DIRECTION DISTANCE W26 N 07 13'19" W 324.192' W27 N 31' 11'33" E 24.062' W28 N 4731'48" E 69.544' W29 S 6509'46" E 92.679' W30 IS 39-23' 12" E 33.168' W31 S 37D8'09" W 64.220' W32 S 2T32'52' E 95.444' W33 S 36'09'20" W 48.829' W34 S 4727'51' E 60.218' W35 S 20'2O'54' W 56.930' W36 S 41' 14'09" W 33.944' W37 S 64'34'36' E 21.008' W38 S 11*35'13' E 11.015' W39 S 88'21'08" W 150.325' OWNER: THE SETTLEMENT ON WOODS ROAD, LLC., 2140 W. DEAN ROAD, RIVER HILLS, WISCONSIN 53217 (414)351-2252 This instrument prepared by KALVIN K. KLIMECK, R.L.S. of PIONEER ENGINEERING AND SURVEYING, L.L.C. 3902 CTH "B" Johnson Creek, Wisconsin 53038 (920) 699-3330. 100 YEAR FLOODPLAIN LINE TABLE NUMBER BEARING DISTANCE F4 S 84'28'14" E 7.591' F5 S 0524'47" E 101.439' F6 S 28' 19' 13' E 20.759' F7 S 64'22'38" E 19.504' F8 N 78'56'50" E 46.521' F9 S 66'14'55' E 96.258' F10 S 38*16*38' E 40.352' F11 S DO'32'25' W 156.283' F12 S 1743'24" E 94.654' F13 S 39*07'14' E 31.294' F14 S 82'46'54' E 61.945' F15 S 68'44'01 " W 68.235' F16 S BOr34'19" E 35.572' F17 S 88'05'12" E 38.844' F18 S OT48'40" E 78.178' F19 N 8744'22" E 183.563' F20 N 77'43'06" E 58.024' F21 N 69'33'27" W 65.679' F22 N 00'01'34" E 16.697 F23 N 6701'57' E 36.938' F24 N 25'49'30" E 76.571' F25 N 05 30'31 " E 52.302' F26 N 04r44'22" W 71.913' F27 N 24r41 33" W 52.480' F28 N 14*50*03' W 39.333' F29 N 2648'28" E 56.942' F30 N 16'28'34" E 68.619' F31 S 89'07'34' E 38.794' F32 S 6525'35" E 96.805' F33 N 89'49'45" E 74.575' F34 S 5T22'36" E 18.250' F35 N 89'41'01" E 43.471' F36 N 60' 1 O' 17" E 20.655' F37 S 75 11 '53" E 18.668' F38 S 52'28'54" E 26.794' F39 S 2T55'00" E 34.409' F40 S W52'36" W 93.833' F41 S 17'18'20" E 62.744' F42 S 46 31'51" E 39.033' F43 S 88'46'24" E 50.857' F44 N 65 08'24" E 21.119' F45 S 71'27'58" E 44.523' F46 S 4708'40" E 66.240' NUMBER BEARING DISTANCE F47 S 28'32' 11 " E 72.676' F48 S 11-15'30" E 13.012 F49 S 43'00'54" W 11.714' F50 S 68'31'05" W 41.298' F51 S 85 30'43" W 54.547' F52 S 7T50'46" W 37.844' F53 S 8T34'29' E 24.454' F54 N 89'23' 16" E 65.721' F55 S 8509'36' E 41.617' F56 I N 86 50'35' E 101.602' F57 N 78'23'37" E 64.578' F58 S 53'38'17" W 16.503' F59 N 88'24'37" E 88.594' F60 N 0707' 12" E 12.017' F61 IS 6710'59" E 21.732' F62 N 5733'00" E 13.743' F63 N 53'09'09" W 14.053' F64 N 4736'59" W 121.090' F65 N 71'01'45" .W 79.436' F66 N 01'56'59" E 13.445' F67 N 59'48'46" E 17.873' F68 N 39-50' 13' E 43.652' - F69 N 70'52'29" E 24.687' F70 N 8700'06" E 47.076' F71 S 7722'29" E 47.684' F72 S 33'46'27" E 22.949' F73 S 15'43'06" E 28.194' F74 S 3TO8'09' E 26.568' F75 S 44 37'39' E 41.651' F76 S 5513'020 E 45.780' F77 S 0724'470 E 13.608' F78 S 89'39'48' E 23.412' F79 S 76'32'35" E 25.797' F80 N 88'26'17 E 151.689' F81 N 88' 19'48" E 192.164' F82 N 71'57'24" E 19.724' F83 N 55'10'53* E 25.362' F84 N 24 24'04" E 23.842' F85 N 04 30'28" E 50.378' F86 N 0727*40" W 113.809' F87 N 0531'36" E 20.154' F88 IS 14'07'37' E 23.026' (NW 1/4) AND SECTION 20, WISCONSIN LOT CURVE TABLE LOT NO MAN CURVE RADIUS ARC LENGTH CHD LENGTH CHD BEARING CENTRAL ANGLE I 12 4 1 E 530.000 83.252 83.167 S 03'05 07 W 09'00 OD 04 30'00 5 1 E 530.000 20.670 .20.669 S 08'42 09 W 02'14 04 01'07 02 5 2 E 470.000 110.741 110.485 S 03'04 110 W 1I T30 00 06'45 00 6 2 E 470.000 65.624 65.571' S 0740 49 E 08'00'00" 04'O0100" 7 3 E 180.000 40.840 40.753' S 05' 10'49 E 13'00100 06'30'00" 8 3 E 180.000 84.823 84.040' S 14'49'11 2TOO'00" 1330'00" 9 3 E 180.000 84.823 84.040 S 41'49 11 2T00'00 13,30 00 10 3 E 180.000 72.257 71.772 S 66'49 11 0 W 23'OO 00 11*30,00 10 4 60.000 10.472 10.459 S &T191110 W IT001000 05,00 00 11 4 60.000 65.240' 62.074 N 60'31'49 W 621800" 31'09'00 12 4 60.000 86.076' 78.882' N 11'43 05" E 82'11 48 41' 54 13 4 60.000 77.172 71.961 N 8739 46.5 E 73'41 35 36'50 47.5 14 6 S 120.000 20.674 20.648 S 85'23 03.5 W 09'52 15 04 56'07.5 15 6 S 120.000 113.658 109.457 S 53' 18 54 W 54' 16 04 ff- 2T08 02 15 7 S 180.000, 67.309' 66.917 S 36'53 37 W 21*25*30 10'42 45 16 7 S 180.000, 87.965 87.092' S 61 *36'220 W 28'00'00 14'OO'00' 17 7 S 180.000 90.134. 89.196' S 8T57'05.5 W 28'41'27" 14'2043.5' 18 8 S 1970.000 154-723' 154.684' N 7757'11 W 0430'00" 0715'00" 19 8 S 1970.000 137.532 137.504 N 82-12' 11 " W 04 00'00 0700'00 OUTLOT 3 8 S 1970.000 247.959 247.799 N 87'48 32 W 07 12 42 OT38 21 23 12 60.000 115.265 98.340 S 05'25 50 W 110rO4 12 55 02 06 OUTLOT 2 12 60.000 58.894 56.558 S 88 35 07 W ST 14'22 028'07' 11 24 12 60.000 115.265 98.340 N 08'15'38 W 110'44 12 5502 08 ROAD 9 S 530.000 30.015 30.012 N 89'47 32.5 W OT14 41 01'37 20.5 27 9 S 530.000 142.954 142.521 N 80'26 34.5 W 15'27 15 07*43 37.5 28 9 S 530.000 45.655 45.641 N 70' 14 53 W 04 56 08 0728 04 28 10 S 470.000 82.031 81.926' N 7746'49" W 10rO0 00" 0500'00 OUTLOT 4 10 S 470.000' 111.164 110.906' N 84 33'22 W 13'33'06" 06'46'33" OUTLOT 5 10 N 530.000 60.853 60.819 N 88'04'53.5 W 06'34'43 03'17'21.5" 29 10 N 530.000 101.753 101.596 S 79' 17 32 E 11'00 00 06,30 00 30 10 N 530.000 55.612 55.587 S 70'47 10.5 E 06'00 43 03'00 21.5 30 9 N 470.000 163.855' 163.027 S 7746'04" E 19'58'30 09'59 15" ROAD 9 N 470.000 30.019 30.015 S 89'35 06 E 03'39 34 01-49 47 30 14 W 1430,000 62.396 62.391 N 00'p9 53 W 02'30 00 01'15 00 31 14 W 1430.000 99.833 99.813 N 03'05 07 E OV00 00 02,0000 34 15 W 180.000 61.889 585 61. N 14 56 07 E 1742 00 W51 00 OUTLOT 5 15 W 180.000 45.306 45.196 N 31-59 45.5 E 14'25 17 OT12 3&3 37 14 E 1370.000 20.324 20.324 S 04'39 37 W 00'51 00 DO'25 30 38 14 E 1370.000 105.208 105.183 S 0702 07 W 04'24 00 0712 00 39 14 E 1370.000 29.888 29.888 S 00'47 23 E 01'15 00 00'37 30 41 8 E 2030.000 53.145 53.144 N 89'20 07 E 01'30 00 00'45 00 42 8 E 2030-000 115.148 115.133 S 88' 17 23 E 03' 15 00 01-37 30 43 8 E 2030.000 125.771 125.757 S 84'53 23 E 03'33 QO 01'46 30 44 8 E 2030.000 179.444' 179.396 S BOr34 56.5 E 05'03'53" 0731'56.5 44 17 W 770,000' 107.512 107.425 N O8'47 49 E 08'00 00 04 00'00 45 17 W 770.000 96.745 96.681 N 01'11 51 E 07-11 56 03'35 58 45 18 W 1970.000 22.158 22.158 N 02'43 27 W 00'38 40 00'19'20 46 18 W 1970.000 103.149 103.137 N 04 32 47 W 03,00 QO 01'30'00 47 18 W 1970.000 82.662 82.655 N 07*14 54.5 W 0724 15 01'12'07.5 47 20 60.000 35.605 35.085 N 40'37 24 W 34 00 00 1 T00 00" 48 20 60.000' 57.596 55.410 N 03'52 36 E 55 00 00 27'30'00" 49 20 60.000, 73.304 68.829 N 66'22 36 E TY00 00 3500 00 50 20 60.000 74.196 69.558 S 43' 11 49.5 E 70'51 09 3525 34.5 51 20 60.000 48.708 47.381 S 15'29 07 W 46'30'44 23'15 22 51 18 E 2030.OD0 31.907 31.907 S 0503 29 E 00'54 02 OOr27 01 " 52 18 E 2030.000 92.118' 92.111 S 06' 18 28 E 0736 00 01' 18,00" 53 18 E 2030.000 92.325 92.316 S 03'42 17.5 E 0736 21 01.18 10.5" 54 17 E 830.000 101.404 101.341 S 0 1'0553 W OTOO 00 03'30 00 55 17 E 830.000 118.770 118.669 S 08'41 51 W 0811 56 04-0558 55 6 N 180.000 80.716 80.041 6N 39'01 38.5 E 25'41 33 1750 46.5 55 6 N 180.000 120.781 118.528 N 71'05'48 E 3826'46" 1713 23 56 1 W 470.1" 92.158 92.010 S Of 12 09 W 11' 14 04 05'37 02 WETLAND LINE TABLES WETLAND #3 WETLAND #4 NUMBER DIRECTION DISTANCE W40 N 51' 13'36" E 70.947' W41 S 89'31'50" E 51.764' W42 N 59'29'03" E 18.554' W43 N 0738'59" W 32.484' W44 N 3934'30" W 52.363' W45 N 44'50'24" W 106.812' W46 S 63' 13' 17" W 28.244' W47 N 40r08'20" W 38.080' W48 S IF20'15" W 71.794' W49 S 30'5O'22" W 44.469' W50 S 18'40' I I" E 53.113' W51 S 5744'40' E 45.114' W52 S 40r33'09" E 44.720' NUMBER DIRECTION DISTANCE W53 N 00'33'04" E 56.564' W54 N 18'36'53" W 73.212' W55 N 06'27'52" W 41.094' W56 S 43'55' 12" W 48.667' W57 S 6732'09" W 42.702' W58 S 31'38'23" W 26.778' W59 S 83'26'28" W 31.827' W60 S 7545'59" W 70.318' W61 N 77*14'13" W 26.987' W62 S W52*17 W 44.703' W63 S 06' 14'23" E 23.756' W64 S 3717'120 W 49.371' W65 S 14*56'16" E 24.190' W66 S 35'37'00" E 43.320' W67 S 31' 16'53" E 19.791' W68 S 70'55'31" W 14.845' W69 S 89'23'27" E 121.958' W70 N 45 31'07" W 12.486' W71 N 60'35'05 E 55.143' W72 N 7855'00" E 81.204' W73 N 61' 12'08" E 55.617' W74 N 4T26' 16" W 35.710' WETLAND #5 NUMBER DIRECTION DISTANCE W75 N 14 03'37" W 32.133' W76 N 1 T06'07' W 36.142' W77 N 8726'39' W 69.362' W78 S 8520'38' W 31.427' W79 S 04 05'29" W 22.066' WSO S 4327'24" E 44,897' W81 S 60'46'22" E 69,432' W82 S 19'40'59' W 4-4.400' W83 S 3(715'01' E 49.116' W84 IS 26'39' 10" W 11.498' W85 IS 85'S9'58" E 37.692' W86 N 21'28'28" W 24.033' W87 N 87*30'04' E 41.571' W88 N 1715'33" W 51.593' W89 N 4723'39" W 52.491' WETLAND # 6 NUMBER DIRECTION DISTANCE W90 S 87*53'35' W 207.530' W91 S 63'33'31" E 62.723' W92 S 88'27'52' E 47.095' W93 S W34'40' E 26.273' W94 S 35' 14' 14 E 28.523' W95 N 3629'58" E 36.580' W96 N 4T 16'08" E 49.374' W97 N 37-25'54" E 8.569' There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21 (1) and (2), Wis. Stats., or by the County Planning Agency. Certified Dep rtment of ISM stration S , 208- 5OF6