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Resolution 2004-09 oversize plat (unit 3) FINAL PLAT P.I.N.: 02-14-352-001 BASIS OF BEARING GRANDE RESERVE P.M.: 02-15-477-001 ASSUMED THE CENTERLINE P.I.N.: 02-23-126-001 OF BRISTOL RIDGE ROAD UNIT 3 TO BE: N 38040'00" W BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTION 23, PART OF THE SOUTHEAST QUARTER OF SECTION 15 AND PART OF THE SOUTH HALF OF SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS. 200400023004 Filed for ILLINOIS THIS UNIT CORRESPONDS TO NEIGHBORHOOD 13 PAUL ANDERSON 2004 At ' AS SHOWN IN THE ANNEXATION AGREEMENT. 08-17-2004 At 08:50 an. PLAT OF SUB 62.00 ZONING OF LOTS 178 THROUGH 227 SHOWN HEREON IS "R-2 P.U.D. " t ° IOvNF 7 ti� X7096 I `2isJ SITE MAP I 6 5 3� \� FOUND 1/2" 00 00, FOUND 1/2" REBA Q��J I REBAR 33.00' \5 Nb 33.00'(MEAS. / (MEAS.)FOUND FOUND 3/4° REBA Qot 4 III 5/8" REBAR Q 33.09'(MEAS. �O \ 10 �� 3 S 30'43'35" E 80.00' 33.07'(MEAS. UNSUBDIVIDED ) \ S 32'28 36 W ( F NO 5/8" REBAR I 27.73• S 1616'15" W MEAS.) N 53 .) °�°�6P�o o� � I S 28'26'54" E �172.97' txg 135.00 S 65'46'30" E N 31"10'05" E 3.00'(MEAS.) �I 116.72' 198.88' S 67SS, N QI P ,h� S 24'48'50" E 2pb 116.00' S 38640'00" ES 84'44'42" E S S 29'25'02" E 73.00 sS 190.61'• Q`e 3006 109.03' �77SO. 1 S 38'40'00" E S 11'01'27" E 180.00' - t�, =42.24' R=1033.00' 35.00'(REC.) CENTERLINE tiF h;60 =S 1211'44" E GRANDE RESERVE UNIT 2 TO R.O.W. pF �� �� 3004 P.C. P.T. m S 13'22'00" E 3003 170.07' 0 0 75 1 14 R' I N 51'20'00" E � P.C. �^ NORTHEAST CORNER OF NORTHEAST W 22 23 206.00' QUARTER OF SECTION 22 PER DOC. N0. 130445 ° P• P..T PER MONUMENT RECORD IRON 93025tH �aJ� - - - - - - SET µ0 MEN - - - CB 39.27' R i 25 W c - - - TRAL �W, 76" 8'00551 W �h'AIL ,v,D�QI yJ�y(c 202 GRANDE 1 5.00 90 tU�s $a I 178 201 203 227 216 0 a45 S 1 '54'58" E 14 219 Al In 97.4 89 F (>� h 179 C} s3 � \ 200 204 217 r m 2 �oQ 3005 n 46 226 ti4`4� �e oQ @@ 8 soo 199 205 0 216 m 180 ��S 0 -50'5 " E 3 J!G 2 225 c 221 F 47 69.2 + 87 9 181 .37, 2" W 4 9 5�J 13 J. 198 206 215 , 55 224 222 4s 83. 4 � r DEED BOOK 1 PAGE 412 207 182 h 1'36 W s R.O.w. �� 197 223 214 a5 68.9 +W ss s 7 GR TO KENDALL Q^ 8' 208 213 183 COUNTY R . MAY 12, 1960 �v' 0. Q ISTOL TATION ROD 196 212 " 57 as S RE� 7 PER D . No. 130445 ���OG O 209 184 44 57 0'55 W 9 2. 2 195 �p 0 7 .87 / O O .C'! 211 43 58 'p SON 0 1 A�OF ,, `O 194 210 O 185 S 26'0 5 83 10 e SCALE: 1" = 150' ��=6�� yo� 186 42 5.09' 59 9 2/ � 193 187 333 4 62 r o'r' lo �s yF� 41 3.221 80 11 81 150 75 0 150 4 �61 �f !O>fOC J o ��OFO� 192 188 a0 S 62 9'17" W 191 189 39 , 61 80 12 3 'po `��P P5. 190 O X38 0.12(C�Gmlm) '�sfQC ao° � `` o 11b Q 62 SUBDIVISION LIMITS 9 ��• °QQ� �637 y00 79 m 13 L 1 �G'P� 01 C y �y�P 63 ----- SECTION LINE 2 ,� ''1 O' -- QUARTER SECTION LINE J�O ,yu ti eke 36 G E RES UNI 4 --- QUARTER,QUARTER SECTION LINE E 8 `1;,qz So •} 78 --- EXISTING R.O.W. LINE Jt,�, `'0 g' 35 65 15 P.U. & D.E. HEREBY GRANTED 77 1 \�v�v \• J 517 L , " C !J- 16 :: P .1 168.47' 66 �v 3000 SECTION CORNER / ` �� 'S 0� 34 1 � Q�e \ 76 17 1 6 67 QUARTER SECTION CORNER / O\°OHO Q O 33 75 !O 18 % 74 19 MEASURED DISTANCE 1400°• �yo o \ (rec.) RECORD DISTANCE 32 NOTES: gyp, . °0�°' 69 P.C. POINT OF CURVATURE 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC CAP e 1„tiac ,�,y� 31 Ib 73 AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ON . LQF rj �e P.T. POINT OF TANGENCY SHEET ONE. o°ae� �O O�Q 4- 70 20 R. RADIUS O`� �° 01 �\ 72 A. ARC LENGTH OF CURVE 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO SHEET 15 F Ooh Pg. ro. 30 ONE, FOR INDIVIDUAL LOT DIMENSIONS, EASEMENTS AND Lti OL iy CB. CHORD BEARING h' \ 71 21 SETBACK LINES REFER TO SHEET TWO AND FOR LOTS 3004 G 'S P.R.C. POINT OF REVERSE CURVATURE AND 3006 SEE SHEET THREE. 2fj, 40J�OpaQF• "9J`J, 29 P.C.C. POINT OF COMPOUND CURVATURE 1 C^ , .�`tiO�e 5• G��o 28 22 � 3. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS HEREBY 'S' P.O.B. PLACE OF BEGINNING GRANTED OVER ALL PORTIONS OF LOT 3004, 3005 AND � ��9� $,Gc !. P.O.C. PLACE OF COMMENCEMENT 3006. 23 J� / P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT /L J�� 27 B.S.L. BUILDING SETBACK LINE 4. LOTS AND 3 SHALL HAVE NO DIRECT �, VEHICULAR R ACCESS TO O BRISTOL RIDGE ROAD. 'A �Py As, 24 N.E.A. NON-EASEMENT AREA 17 SET CONCRETE MONUMENT 5. LOT 3006 SHALL HAVE NO DIRECT VEHICULAR ACCESS �3 4z `2 A. z6 O 25 -` O SET IRON PIPE TO BRISTOL RIDGE ROAD OR KENNEDY ROAD. �y 2 � O•o4• J / 4.01'(MEAS.) • FOUND IRON PIPE 6. LOTS 178, 202, 203, 218. 219 AND 227 SHALL HAVE NO 1t?i ; L�Q��� y. FOUND 1/2" (3/4" O.D.) L LLQ. LINE TABLE NO. DIRECT VEHICULAR ACCESS TO GRANDE TRAIL. OJa�°sae 9���P IRON PIPE C NO. CURVE TABLE NO. 7. LOTS 3005 AND 3006 SHALL BE CONVEYED TO THE E t&e 1 . °pQ / GRANDE RESERVE HOMEOWNERS ASSOCIATION. �L�e 6! / 8. A TED OVER MANAGEMENT EASEMENT" IS HEREBY p�a�. /z GRANTED OVER ALL OF LOTS 3005 AND 3006, 21 DOJO oP`ti�J °QF \ / 44.20'(MEAS.) C. 9. LOT 3004 SHALL BE CONVEYED TO THE UNITED CITY OF Joie\ °9l��Py IRON PIPE 1/2- (3/4" O.D.) / o P.O.C. 1 y P.O.C.\ SET MAGNETIC N L T CENTERLINE-C TERLINE • L `� FP2 INTERSECTION TOTAL AREA HEREBY SUBDIVIDED o� ° kCbt, FOUND 3/4" (1" .D.) 7 5/1/04 ADD NAME FOR "OLD GLORY DRIVE" MEK , TOTAL 48.6399 ACRES* 2,118,753 SQ. FT.± 2 FO O / N 3818'48" WIRON PIPE 6 4/6/04 REV. ESMT PER VILLAGE & ENGINEER MEK AREA IN LOTS 178 THROUGH 227 0.26' PER DOC. NO. 902755 5 3/17,:f 14.7368 ACRES* 641 ,936 SQ. FT.± :4 PER 3/3/04 YORKVILLE REVIEW & CLIENT MEK 1 !G 4 1/2 /04 REVISE OUTLOT NUMBERS MEK LOT 3004 12.0583 ACRES* 525,260 SQ. FT.± OC? LOT 3005 4.5775 ACRES* 199,394 SQ. FT.* 3 10/04 REV. ESMT PROVISIONS & ST. NAMES MEK LOT 3006 7.6023 ACRES± 331 ,157 SQ. FT.* 2 N, 2 REMSED PER E.E.I. REVIEW RIGHT-OF-WAY 1 11/10/03 REVISED EASEMENTS MEK 9.6650 ACRES* 421 ,005 SO. FT.± 10/29/03 ISSUED MEK 3 NO. DATE DESCRIPTION BY MIDWEST F�BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNICAL PREPARED FOR: HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS, INC. MPI-2 YORKVILLE CENTRAL LLC POLICY AND LOCAL ORDINANCES. LAND SURVEYORS COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY TE30 ONE: www•midwt8M.com DIFFERENCE AT ONCE. 63o sos-o1o1 1832 CENTRE POINT DRIVE 6 0 M505-0318 NAPERVILLE,1DLINOIS 60563 ,108 No.: 265-140 DRAWN BY: MEK SHEET 1 OF 4 GRANDE RESERVE �2 FINAL PLAT UNIT 2 P.I.N.: 02-14-352-001 BASIS OF BEARING \ GRANDE RESERVE 3003 P.M.: 02-15-42]-001 � may. P.C. _ P.I.N.: 02-23-126-001 ASSUMED THE CENTERLINE OF BRISTOL RIDGE ROAD \,C 9 �O' UNIT 3 \ q P.r. TO BE: \" SO o �s �° ' ' '404UO02�U04 N 38°40'00" VN ��� / C4 \ <63 AsSoo' BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTION 23„ PART OF THE SOUTHEAST QUARTER OF SECTION 15 14=39.27 R=25.00 Fi Led for Record L �� qo��0 06� AND PART OF THE SOUTH HALF OF SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, CB=S 31'3800• W KEND4ILL COUNTY, ILLINOIS / C� 248 Q 0 , vSg. ALL IN KENDALL COUNTY;, ILLINOIS. • Q8 17ANDOE4Sgt OB:5U a0 34'13 $ 7638 OO W PLAT OF SUB E'er.00 SEE SHEET 3 OF 4 FOR CONTINUATION $ OEDIGAON 207.9 SE 13. SET CONCRETE 105'�� 13. � MONUMENT �- �60� - F} � - Ti785' N720334 g _ �q� G ° 3pe$�\ \ �� ADO. 63' ­S80-28-2 6" ° A=385.57' R=965.00' C6=S 88'04'47"W $ E 150.13 ?� � V h ry a �GQ ^ / \ HEREBY E A�399. 56' R=1000. 00' CB�1 88'04' 47" !�� ' - N 76'383' '� 202 ) / ,17.85' GRANDE TRAIL _ �-1 N y h`y OFO ky 3 / ♦i/ G�3 C14 S 8 DEDICA1fp $ A=102. 55' A=297. 00' `•" �,°. _ Q 50 off' 13,763SQ. FT.t �� ./ 72.31'8 26 E 117.85' " E g C I h �,� g.s.k,� �o os y +1/ /� !� �S > . /o - - 45.54' C15 - 5.00' CBd1 85'09' 12 10 / y n 14' ro 9 ///���� -1 C A=193. 66' R-103 99,15 _ `o / 13 . 04" / /�o . \` , 'T /„� / �' /-- >s 1 °+ A - \ 10� 178 '0 / h 6 , f�` ` - v A94�51� _ --- ` � P`� 1 Z / o 1 J m v�/ a �M l 1 p �� L �� P \ , - - _1 r S� N �� 12,637SQ. FTA , 'w• G ' 201 10 > N �' 203 3p' B.sL �s., , �� !- . ± - - -- I o 0 , 1 i W a �/ '�"+ / / o 1 333.00' 33.00' 30'8.81. ,� �, l o C , 00" E �' p 49 Ct 11,092SQ. FT.± ° y a 13,25OSQ. FT.± / o ° ,D,1 / _� ��; 10' 227 -, �-,D'� 219 I °I 11218 * 110'--�" z �o � , N- 151-68o- - � �', s >I. '� 110.13,345SQ. FT.± I� I i_1p' I A ° m Z \ w r S 7j-1 4 /ro°. m N / 136"0¢"f / I 1� ( I 12,304SQ. FT.t 1 u < rn w m° °o 04" �� / d 15` C / n ' °m I I 10 I E� o 00 h 3g•3>�f� / /� roM l J L 1 I 3 u I `z� N 81'23'38" �, a m o ° I I 1 79 1� I SCALE: 1" = 60' J co S 86'20'59" E- - J (- - 129.62'-` R o nN, ` • 005 2^n'/ / v� r k9 -S 86'20'59" e- - o w/ 33� ' 204 0/ - 135.95- 3 ^ rn w 1 -- -134.92'-- ,co ^N'° ➢ �uI--10' 12.328SQ. FT.t tom` 97.4r'54 58 4.5775 ACRES± rn 1 3300, i0• 10' N / ' N n o b 10 -, .IN ° w I V 200 o e , ► I , i o �� 13,183SQ. FT.± / w10' y I n N m m i ', ---I� w 217 °- ^' ,, � , 48 60 30 0 60 / 11,375SQ. FT.± / /^ 3 ml F-- r ", v1 t0' o 00 10' N n ' N , o w "1 m m ' , E 11,197SQ. FT.± _ E� _ °/ 226 I° e♦1/ I I��I--10' N 81'23'38" w Z �� /� O/0 h/ 12,664SQ. FT.± I V N IJL w ° O I Ipo 220 IN I ' -139.69'`` �� h 1_ 11 1, \ M h 2 Z pp M J � . g 79'12'06" I /c v /M ry ^ 34 " h / I o N ` �. y f-�1 v 145. f� / pl L I10+1 I 12,364SQ. FT.t I I J i 135.00'. -' v 10 / 45.50' 1 I O N 85'23'38" r l\- J 13385 1 3SRQ FT± t0 1 SUBDIVISION LIMITS 38q' �O' I �' IN 180 '^-1 I S X13 30"f� / ^ V1_ N 86'40'33" E ` `�• Im ` m o -___- secnoN LINE tr ^°/ vi f U 33.00' . 33. ¢1 205 l0' I 1p 168',` G^�y - o - --143.53'-- - -I I a m ,w I 10. 2,68 , N $ 02.W52• E / N co, 199 m10' DD 10'J -1 _ I U I 216 �I ► r I --- �� / 11,706SQ. FT.± °, �` mi0d 13,210SQ. FT.± / o/ 7 C) v�\ \ lo, ml n - J 69.24 -- - QUARTER SECTION LINE Po'_/' m ' QU ARTER,QUARTER SECTION LINE �` - 1 ML -- - ° /w / 225 /� I \�10 221 oN1�1102,183SQ. FT.± 10 I 33.00' N� -=N 84'10'51' E i -- J M xl I° ` 33.00 _ L J -140.00 , - EXISTING R.O.W. LINE t� S 8130' _I `� 12,926SQ. FT.t , (f I 11,554SQ. FT.± °• � I- r I -- - _ \ r -140.01-E_ -� u'11N =r S 813019"E- ^ / < ' 10'-"1 L 1 _ __ J m I 10,I .-_.-_._.- -- - - P.U. & D.E. HEREBY GRANTED \ 7- - �'•, p - - I L N 810.51=E- -- I o -- .1 O eo /� - 142.63' 10 }- - _ o h/ I �� rn 1--•ip o- i E '� S 75'0514" l -. 1,° -. "-I �I i _"I w '� : SECTION CORNER 33.00' d/ 409 ` Q 137.32' 1 98 1p 33.00' 20� o o \ o\\' 1VN 712/0/' \ - \�r� �j y ti/ _130.0 `/ = /M�1 -' I10,� 3 I ai I 11,930SQ. FT.t i $ �5�]�42• W 1 cs '\ �\9 > O 0' D', ..1-1 II \ U. 12,376SQ. FT.± I y 10' 13,097SQ. FT.± i, \o?' 4a Q �I 215 I I� r �I////-- a3,84� 1` `•� \ \ 2791'45' 07 10' 10' <v ��' �n „> /� 156 QUARTER SECTION CORNER 12,155SQ. FT.± ro -S I I �9�'+ YYY m i / M�4. 43 \ / v w 83'14'34" E_ J ° 46 N I1 'cn I_ Ja N �1 �0 E �� �\ o \ �� C\ 1 222 O\� l n / t / 135.00._ - z / / U l ._ meas.) �/ 8359'08" E- - � > � \ \ 224 / �\ 1 BSQ. FT.± �T \ � _ P.C. POINT RECORD T OF CURVATURE-•I c3 0\ • / N 67 60�i i ' 10 d'\ 10 / ` \d'! 2 74 /� 7 S 8>?9' / ¢`V w o/ T I ((rec.) _-134.76-` I / 10'� / 30'�.S.L. > >r 16,339SQ. FT.± , 7 / 13G 36°f / a ° , O, �+ p \i i l 29 l n 10' / ,, - , W / 182 � I `• ` -> l "o. °' '(\ �\ �J v o°° `" �/ 11,717SQ. FT.± � $ 09'11'36•�- - (n 15 \'a O G7-� 207 V \ 41 / \ F�/5 \/ l 10. CO 10, P.T. POINT OF TANGENCY LINE TABLE \ r 197 o C 214 > � � '°/ -� 0 ss.95 > > \ you \ 12,396SQ. FT.± / \ N \ /ph, h L / R. RADIUS UNE BEARING DISTANCE > • Q N \ 12,865SQ. FT.± \ o s�S \ hry 223 0 \ /66 h /\ 12,226SQ. FT.± / �^ /` �S 4 \• N 0 N 0 A. ARC LENGTH OF CURVE Li S 51'20'00" W 2.00 � ` / O 9\ /p0 / J °o• {p m `O 9'1/ � .� S 0' / rr $ �1 � � 3g 5y° '� l ° s /6 moo, d\ o\ o• �. e / 0 / no q. \ o / 181,077SQ. FT.± / \ �' Tr / 13) f� L2 S 51'20'00" W 2:00 ` 1 i / °'u` ?9� / �`� O AO O\ O\• / p, ?X? 5p� / CB. CHORD BEARING ° �c- / . \ \ 10 /C�6 ,QO•/ 00 ° 1�`7 V /10 `?9 O / /1Y� b r L19 S 333547" W 113.22 1 1� / ! / 208 � \� / 16�`� •d`S`?6 /q• '� R ��p'�/ � � � - P.R.C. POINT OF REVERSE CURVATURE L13 S 76'38'00" W 4.64 \ S• S> �S' / �, \ \ r'` �� e 183 "' -,.`._� \�� \09' \ �' \ / , \ / 'try ,+ \ 213 \ \ / / r rry / / $ 5• W P.C.C. POINT OF COMPOUND CURVATURE Li4 S 08'29'41° W 85.44 \ \y n / . 11,900SQ. FT.t \/ So ( _ 0. / 5 \ / P P m� / L15 N 08'29'41" E 85.44 2 y/ / 'o d v 9 p0 6 3 \ 11,761SQ. FT.± 10• Lib N 36'2.58" f 79.77 \ � �� / °� SO ( \° ° / 0h' /'O�' h \ � 11,936SQ. FT.± \ / ham' \ `Y � ]�87' P.O.B. PLACE OF BEGINNING ;� 196 \ \ ° \ ° '� z U r� P.O.C. PLACE OF COMMENCEMENT L17 N 18'00'07" E 35.34 j /\ 3 d\ O 2 E27 �j ��jAo� QSy �1 / Pb / \\\Se4 0� P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT \ 12,336SQ. FT.± zl-- / d. s {L p0 1\6 3c9,88' o• o• Zr L / 1 2S /, 44 L1$ N 14'41'24" E 63.05 / \ \ RO OO� \ h a°' 39.88 \/ 212 / '° ° B.S.L. BUILDING SETBACK LINE L19 N 0614'33" E 38.05 \ ! �S o o \� ) r \ o \ F O 0 \ .0 \ o \ / / / \ 2 \ 5 \ / / S, o \ / u ^ \ /1p °h' 1 N.E.A. NON-EASEMENT AREA L20 N 04'53'34" W 55.00 d '� ,y0 Q \ S �• � � 209 / / q � 1 �• S\ 11,920SQ. FT.± \ \ /00 �' �O• ' \� � L21 S 36 27'58" W 19.56 \ S• h 5' y u O \ /O < \ I SET CONCRETE MONUMENT L22 N 38'40'00" W 11.65 \ \� i \ \ �o ��6 Rio o �o < 12,600SQ. FT.± I 1 \ ?�\ \ \/ 2 n \/ 184 h L23 S 08'29'41" W 24.36 ` \ 195 dS Oo.BS ?y o, may. / /�S, I- 10' Ao fp �O; ?o° P °h/ \ �S 11,741SQ. FT.± 7 , /$^° \ ^ >, ° O SET IRON PIPE L24 N 52'16'57" E 22:54 �' > O F `" \ \ / 10'- \ ? +\ - n S., �/ ^ F Fp, �� \ ° I �. �\ \/ " �j • FOUND IRON PIPE L25 S 21'39'21" E 43.54 11,475SQ. FT.± o a° m \ / / 1 1(S• e4 ^� �$ L26 S 25'20'08" E 62.52 \ y � / � � O '�o � •� 'S' o O 6 \A sr 1 � �' � L LLQ, LINE TABLE NO. \/ O / 10 \S'n�'?y, �/�` So\ h •.b' a I� 211 \ \ /`�O Ke,.C)� \�' O A,T° 0' w �/ L27 N 84'10'22" E 79.76 ` �S�\\ S y,�p��p/ \ . \\ �` O•\./,O 21 0 to�II 14,598SQ. FT.± \\ \/' yt v/ /\�\ / 2A\ N/ 090 y 75.M' S 51 f�_ C 1�Q, CURVE TABLE NO. L28 N 38'42'43 E 56.74 \ \ , l V.7 ({•//�• p /�� \ \ /\/ 15,098SQ. FT.± 1 ml� o j 6h1 51 F p0 / \� y \ 185 L29 N 08'48'55" E 57:20 O' \ \ II L30 S 08'48`55" W 30.00 // ` o; \/ \/ / \. 5 ' 6O\ �6 / o \ 11,866SQ. FT.±L31 S 08'48 55" W 27.20 /L ` s• 194 \ �`(/ y OE kh' / w �A RJ• �0�� L32 N 36'40'00" W 20:00 ] 11,475SQ. FT.± / / \ ���\ I 11 / //696 /�Fg{° v ^ 05. �p°�° AO\ / ry h�•I,�L `� L33 N 38'40'00" W 15.00 /- ,6S \\/\5 pF /!' �, / \� 4" Aso\\ s• �•ry��p0 qye\\\ \\S> 11,200SQ. FT.± s� 193 -� J$. �� A�. CURVE TABLE y \' \10 \� R 117, 00' CBdJ 83 31 ` / o0 5 REAR LOT LINE `PFD` °o. < s• 12,15080. FT.± / �\ \ CURVE ARC RADIUS CHORD BEARING O F \ / q q, 6L \ 187 \ o• / /� o / / \ of X33. 13' / o.. \ S \/p°O \\ C1 47.1.2 30.00 N 93'40'00" W °^O,c 3j, \ O / \?? �� R=150 h / / \ >. 11,20080. FT.± / 0 ' $ 62 9'170 W C2 38.35 500.00 N 40'51'50" W \jam m \ �p / \ \d' q 284 83'11' 31" E Gti �r°'o h!\ " 4 - C3 89.63 500.00 S 13'3748" W O oo•\-/ S• y ti yo° 42, Q 73.16 - C4 34.18 25.00 S 89'30'13" E �\ ` �1b ° , 7 q R`783. 1' 31" 8 2, \ / 18 V \ S / ' C5 139.59 535.00 S 57'48'54" E \ / �1, 00' CBS 83' 1 Phi p'> \ 5 q C6 36.88 25.00 S 23'15'44" E ///��� / 192 // 7� J A�5. 45' -1 \ \ \/ Op e}Q I 1 C7 95.55 533.00 S 13'37'48" W S• r -- --1 / \ ice. 11,67480. FT.± / 0° \ 12,48580. FT.± / 7/ \ I I I I �0r. �/\ y i I i I LINE LOT Cg 142.40 173.00 S 15'05'10" E C9 37.19 25.00 N 34'00'49" E \ ° y� / 130'BSi. kg69h CIO 39.97 25:00 S 5424'24" E C11 88.07 107.00 N 15'05'10" W O >AO\�,6 S /^�o4ry 1 1 , u 189 \J\\ `�SIO /y' ,y`�� 0 Ct2 83.71 467.00 N 13'37'48" E \\ ' 13 J 14,998SQ. FT.± 5" ` /'��h0, 'yO 39 ( I 5'-j I I C13 36.68 25.00 N 60'47'35" E �/! 191 1 m N \ lk 1 1 30' BUILDING C14 30.76 535.00 S 78'49'36" E ( S, o o 1 I /-SETBACK LINE 19,30580. FT.± o i / p NOTES: L C15 49.48 1035.00 S 61'50'36" E \ �5 °J 190 1 ' >/ oo°• A 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC CAP 716 37.90 25.00 S 39'46'53" E \ \/ o I C17 21.76 25.00 S 28'35'18" W \ \ I N I 5 / • AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ON o / 1 18,62280.FTf.± r- �h 3$ SHEET ONE. Ct8 37 g 25.00 N 29'1.15" W ` 4^ _- C19 21 76 25.00 N 4.0485" E 9���\ I I 5 'I / 16ry JV� - 5'� 1 , // 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO SHEET C20 47.12 30.00 N 06'20'00" E \ n ONE, FOR INDIVIDUAL LOT DIMENSIONS, EASEMENTS AND C21 24.21 535.00 S 51'3892" E \�- r 5' 's 1' SETBACK LINES REFER TO SHEET TWO AND FOR LOTS 3004 FRONT LOT LINE C22 21.43 533.00 S 09'38'47" W -- L- - y AND 3006 SEE SHEET THREE. C23 29.15 173.00 S 33'50'21" E 64.73' - a 724 15.34 183.00 N 54'41'01" E 7 5/1/04 ADD NAME FOR "OLD GLORY DRIVE" MEK o� 99.25' �9p r 3. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS HEREBY TYPICAL EASEMENT DETAIL C25 16.20 333.00 N 0712'46" W 6 4/6/04 REV. ESMT PER VILLAGE & ENGINEER MEK \ S1' S 83'11'31" E 163.98 GRANTED OVER ALL PORTIONS OF LOT 3004, 3005 AND C26 26.73 267.00 S 05.44'16" E 5 3/17/04 PER 3/3/04 YORKVILLE REVIEW & CLIENT MEK \ 3006. NOTE: A R FOOT TED PUBLIC UTILITY AND DRAINAGE EASEMENT IS C27 20.51 267.00 S 50'04'57" W \ HEREBY GRANTED ALONG ALL FRONT AND REAR LOT ONES C28 10.00 107.00 N 35'59'18" W 4 1/27/04 REVISE OUTLOT NUMBERS MEK 4. LOTS 3005 AND 3006 SHALL HAVE NO DIRECT AND AL SIDE DIMENSIONED HEREON SHALL OTHERWISE. 5 FEET , UNLESS C29 19.03 467.00 N 17'35'53" E 3 1/15/04 REV. ESMT PROVISIONS & ST. NAMES MEK \ ` VEHICULAR ACCESS TO BRISTOL RIDGE ROAD. C30 16.75 25.00 S 15 32'54" E /\ C31 5.01 25.00 S 40'29'11" E 2 12/23/03 REVISED PER E.E.I. REVIEW MEK / 5. LOT 3006 SHALL HAVE NO DIRECT VEHICULAR ACCESS C32 15.03 65.00 N 46'54'02" E 1 11/10/03 REVISED EASEMENTS MEK TO BRISTOL RIDGE ROAD OR KENNEDY ROAD. 70/29/03 ISSUED MEK ` �� / 6. LOTS 178, 202, 203, 218, 219 AND 227 SHALL HAVE NO N0. DATE DESCRIPTION BY °� DIRECT VEHICULAR ACCESS TO GRANDE TRAIL. \ 7. LOTS 3005 AND 3006 SHALL BE CONVEYED TO THE 's �6�000 GRANDE RESERVE HOMEOWNERS ASSOCIATION. 0 NOTES: •�, 8. A "STORMWATER MANAGEMENT EASEMENT" IS HEREBY FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN MIDWEST GRANTED OVER ALL OF LOTS 3005 AND 3006. HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE TECHNICAL PREPARED FOR \, / S POLICY AND LOCAL ORDINANCES. CONSULTANTS, INC. MPI-2 YORKVILLE CENTRAL LLC 9. LOT 3004 SHALL BE CONVEYED TO THE UNITED CITY OF COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY LAND SURVEYORS YORKVILLE. DIFFERENCE AT ONCE. HONE. www.midwtech.com 6308-1) 505-0101 1832 CENTRE POINT DRIVE \ \ C M505-0318 NAPERSV SUITE II ILLINOIS 60563 JOB NO" 265-140 DRAWN BY: MEK SHEET 2 O F 4 FINAL PLAT BASIS OF BEARING ES E RVE SU040UOOPR P.I.N.: 02-14 352 001 ASSUMED THE CENTERLINE GRANDER KENDALLDCOUNTY,dILLINOIS P.I.N.: 02-15-477-001 PAUL ANDERSON P.I.N.: 02-23-126-001 OF BRISTOL RIDGE ROAD PLAT7OFOSUBAt 08:62.00 TO BE: UNIT N 38040'00" W BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTION 23, PART OF THE SOUTHEAST QUARTER OF SECTION 15 AND PART OF THE SOUTH HALF OF SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY,ILLINOIS. REAR LOT LINE S3 3490*43'35" E I 80.00 SET. CONCRETE I I o \ / MONUMENT I \ �s I I ( SIDE LOT soo I. . I � I LINE �6$� �P� I--s• I I S 32028'36" W I j 5 1 1 \ ` �!�' / 27.73' 1 y9��'vO� ° X67 PEE Na I I 30' BUILDING I I /w` ,$y1 _ I i �SETBACK LINE SCALE: 1 = 80'ov ,/ c0 / I I I I / - -- � L--- - � L - -- /il 80 40 0 80 / ° ~ FRONT LOT LINE / ?�0: TYPICAL EASEMENT DETAIL OOs�s N\ 11 // \\ NOTE: A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASEMENT IS SUBDIVISION LIMITS to �� HEREBY GRANTED ALONG ALL FRONT AND REAR LOT LINES ----- SECTION LINE A=136.80' R=80.00' �� o' AND ALL SIDE YARD EASEMENTS SHALL BE 5 FEET , UNLESS ` C6=N 70'19'76" E S b'S• // J� \ S 6�• SHOWN AND DIMENSIONED HEREON AS OTHERWISE. QUARTER SECTION LINE , —= QUARTER,QUARTER SECTION LINE Q ° \ F EXISTING R.O.W. LINE 5p. 4v / Ss P.U. & D.E. HEREBY GRANTED 40 06, ` \Jape �O� / SECTION CORNER \ 3006 p- 15 6 QUARTER SECTION CORNER 7.6023 ACRESi , to S 38.40'00" E / 444Y���/ tl� 73.00' C, , \ \ _ S 84'44'42" E S 11'01'27" E (mess.) MEASURED DISTANCE / QpG \` — 190.61 ' _ (rec.) RECORD DISTANCE _ _ 89.53 P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY X11 R. RADIUS A. ARC LENGTH OF,cG o 10'P & 0E�I A=42.24' R=1033.00' CB. CHORD BEARING CURVE =S 12'11 44 E P.R.C. POINT OF REVERSE CURVATURE // OF P.C. G) P.C.C. POINT OF COMPOUND CURVATURE •,� 6 O 66 \ ` / // 3004 BEGINNING P T m L' P.O.C. PLACE OF COMMEN EMENT 1� O / 12.0583ACRESt T "LO 4. 4F. Q �� \\� 1 \ m P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT �p mds F °po "oo e � �i� ,j 1 W Z B.S.L. BUILDING SETBACK LINE gg O G �O \ / •`R �F`�� O� �A�+� ,1 J Q N.E.A. NON-EASEMENT AREA S �0�, PV & pE,-1 SET CONCRETE MONUMENT \ ONE �� �•S• Q \ QJ• 10 \ O t`:7 � O SET IRON PIPE J q7s � O J Q 1(t *0 F Q4 • FOUND IRON PIPE ``7'� ,(� \ L ):(Q, LINE TABLE NO. .n A=39.27 R=25.00' � � � 1 � � C )YQ, CURVE TABLE NO. VSO CB=S 06.20.06° W \3 A=39.27 R=25.00 1 o•R CB=S 31'38'00" W P.C. \ �4n 4i V O l `O o° ! °�i \ ce\Ngy34'3" ° ° 0 3800 W.,312.9T� ' —105•p0�� W P.T. ,6'38 Ep1CA1E0 N-80-28'26' W oa 20 SET CONUMEN S HERES��E 0 _ _ MO -A=385.57 R=965.00' CB=S 88'04'47"W� 9 �p ' E 150.13 � G) A. ip / �oP � ' TRAIL N 76'3800 So.DO' 3 ° TG CB4N183 R=30.00'' W J�S�' o�ov °9�ye 3° 202 J / _ _ GRANDE — ______ N O l j 50 0 0 t-3 LA c In / o Y N � N 178 ° V � N y°o 201 4 203 227 1 218 p / 49 219 m m C co I 179 NOTES: 3005 1. SET 3/4" IRON PIPE (1-1/4'• O.D.) WITH PLASTIC CAP 200 204 1 AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ON I-- 217 SHEET ONE. A=47.12' R=30.00' 226 j 220 1 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO SHEET CB=N 06'20'00" E ONE, FOR INDIVIDUAL LOT DIMENSIONS, EASEMENTS AND O SETBACK LINES REFER TO SHEET TWO AND FOR LOTS 3004 ` w U AND 3006 SEE SHEET THREE. 7 5/1/04 1 ADD NAME FOR "OLD GLORY DRIVE" MEK ` b 199 205 O 1 3. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS HEREBY 6 4/6/04 REV. ESMT PER VILLAGE & ENGINEER MEK o 5 3/17/04 PER 3/3/04 YORKVILLE REVIEW & CLIENT MEK 225 3006.TED OVER ALL PORTIONS OF LOT 3004, 3005 AND 4 1/27/04 REVISE OUTLOT NUMBERS MEK ` T""' " Q 4. LOTS 3005 AND 3006 SHALL HAVE NO DIRECT 3 1/15/04 REV. ESMT PROVISIONS & ST. NAMES MEK y d VEHICULAR ACCESS TO BRISTOL RIDGE ROAD. 2 12/23/03 REVISED PER E.E.I. REVIEW MEK \ '� 198 206 rc 5. LOT 3006 SHALL HAVE NO DIRECT VEHICULAR ACCESS 1 11/10/03 REVISED EASEMENTS MEK ` \ss�O� TO BRISTOL RIDGE ROAD OR KENNEDY ROAD. 10/29/03 ISSUED MEK SHEET 2 OF 4 FOR CONTINUATION N0. DATE DESCRIPTION BY 6. LOTS 178, 202, 203, 218, 219 AND 227 SHALL HAVE NO DIRECT VEHICULAR ACCESS TO GRANDE TRAIL. 7. LOTS 3005 AND 3006 SHALL BE CONVEYED TO THE \ GRANDE RESERVE HOMEOWNERS ASSOCIATION. J�• ' 8. A "STORMWATER MANAGEMENT EASEMENT" IS HEREBY GRANTED OVER ALL OF LOTS 3005 AND 3006. NOTES: MIDWEST 9. LOT 3004 SHALL BE CONVEYED TO THE UNITED CITY OF • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNICAL PREPARED FOR: YORKVILLE. HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS, INC. MPI-2 YORKVILLE CENTRAL LLC POLICY AND LOCAL ORDINANCES. LAND SURVEYORS COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY TELEPHONE: www.midwt532 CE DIFFERENCE AT ONCE. �,A3�IMI E5-0101 7832 SUITE 106aNT DRIVE ,SOB NO.: 265-140 DRAWN BY: MEK 630 505-0318 NAPERVILLE, ILLINOIS 60563 SHEET 3 OF 4 OWNER: FINAL PLAT P.I.N.: 02-14-352-001 IN ACCORDANCE WITH THE PLAT ACT #86-1236 GRANDE RESERVE P.M.: 02-15- -001 THIS PLAT HAS BEEN SUBMITTED FOR P•I.N.: 02-23-126 126-001 RECORDING BY: - UNIT 3 BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTION 23, PART OF THE SOUTHEAST QUARTER OF SECTION 15 AND PART OF THE SOUTH HALF OF SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, OWNERS CERTIFICATE ALL IN KENDALL COUNTY, ILLINOIS. STATE OF ) ) SS COUNTY OF - ) 200400023004 Filed for- Record in THIS IS TO CERTIFY THAT MPI-2 YORKVILLE CENTRAL LLC, AN ILLINOIS LIMITED LIABILITY CORPORATION, KENDALL COUNTY, ILLINOIS IS THE FEE SIMPLE OWNER OF THE PROPERTY DESCRIBED IN THE FOREGOING SURVEYOR'S CERTIFICATE PAUL ANDERSON 08-17-2004 At 08:50 am. AND HAS CAUSED THE SAME TO BE SURVEYED, SUBDIVIDED, AND PLATTED AS SHOWN HEREON FOR THE PLAT OF SUB 62.00 EASEMENT PROVISIONS USES AND PURPOSES HEREIN SET FORTH AS ALLOWED AND PROVIDED FOR BY STATUTE, AND DOES KENDALL COUNTY RECORDER'S CERTIFICATE HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED. STATE OF ILLINOIS ) A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION AND OTHER S.S. PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE IS HEREBY RESERVED THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR COUNTY OF KENDALL ) THOROUGHFARES, STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR ANY FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY, AMERITECH ILLINOIS ELECTRIC, GAS, TELEPHONE, CABLE TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE THIS INSTRUMENT WAS WAS FILED FOR RECORD IN THE RECORDER'S a.k.a. ILLINOIS BELL TELEPHONE COMPANY, GRANTEES, OFFICE OF KENDALL COUNTY, ILLINOIS, ON THE Z AGREEMENT NTH THE UNITED CITY OF YORKVILLE, THEIR SUCCESSORS AND ASSIGNS, THE EASEMENT _ DAY OF _-� C A.D., 20 ) ` _ AT k SV O'CLOCK _-.M. AND WAS PROVISIONS WHICH ARE STATED HEREON. RECORDED IN BOOK - - OF PLATS ON PAGE THEIR RESPECTIVE LICENSEES,SUCCESSORS AND ASSIGNS,JOINTLY AND SEVERALLY TO CONSTRUCT,OPERATE, REPAIR,MAINTAIN,MODIFY,RECONSTRUCT,REPLACE,SUPPLEMENT,RELOCATE AND REMOVE,FROM TIME TO TIME,POLES, GUYS,ANCHORS,WIRES,CABLES,CONDUITS,MANHOLES,TRANSFORMERS,PEDESTALS,EQUIPMENT CABINETS OR OTHER THE UNDERSIGNED FURTHER CERTIFY THAT ALL OF THE LAND INCLUDED IN THIS PLAT LIES WITHIN THE FACILITIES USED IN CONNECTION WITH UNDERGROUND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, BOUNDARIES OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115. RECORDER OF DEEDS COMMUNICATIONS,SOUNDS AND SIGNALS IN,OVER, UNDER,ACROSS,ALONG AND UPON THE SURFACE OF THE PROPERTY SHOWN WITHIN THE DASHED OR DOTTED LINES(or similar designation)ON THE PLAT AND MARKED"EASEMENT","UTILITY ��� " EASEMENT","PUBLIC UTILITY EASEMENT","P.U.E."(or similar designation),THE PROPERTY DESIGNATED IN THE DECLARATION DATED AT THIS DAY OF #42je. 200k CITY CLERK'S CERTIFICATE OF CONDOMINIUM AND/OR ON THIS PLAT AS"COMMON ELEMENTS"AND THE PROPERTY DESIGNATED ON THE PLAT AS "COMMON AREA OR AREAS",AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND ALLEYS,WHETHER PUBLIC STATE OF ILLINOIS ) ill/// OR PRIVATE,TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH - )SS LOT AND COMMON AREA OR AREAS TO SERVE IMPROVEMENTS THEREON,OR ON ADJACENT LOTS,AND COMMON AREA OR CORPORATION NAME COUNTY OF KENDALL) �. AREAS,THE RIGHT TO CUT,TRIM OR REMOVE TREES,BUSHES,ROOTS,SAPLINGS AND TO CLEAR OBSTRUCTIONS FROM Rc"ULf4 D✓� THE SURFACE AND SUBSURFACE AS MAY BE REASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN,AND THE ADDRESS - APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF T E RIGHT TO ENTER UPON THE SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. PRIVATE OBSTRUCTIONS SHALL NOT BE ---- UNITED CITY OF YORKVILLE, ILLINOIS, BY eR&OMINeE N0._-�QQ PLACED OVER GRANTEES'FACILITIES OR IN,UPON OR OVER THE PROPERTY WITHIN THE DASHED OR DOTTED LINES(or similar designation)ON THE PLAT AND MARKED"EASEMENT","UTILITY EASEMENT","PUBLIC UTILITY EASEMENT","P.U.E." or _ AT A MEETING HELD THIS DAY OF_ �- _ 20 g ) ( ' � •• ""••"• similar designation),WITHOUT THE PRIOR WRITTEN CONSENT OF THE GRANTEES. AFTER INSTALLATION OF ANY SUCH ���•©� d FACILITIES,THE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH • 1 THE PROPER OPERATION AND MAINTENANCE THEREOF. }�_���,,,'''yyy ��, --_ �•,.'�pOraiO r^'. THE TERM"COMMON ELEMENTS"SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE" CONDOMINIUM y>r7ar�CITY CLERK +- PROPERTY AC7", CHAPTER 765 1LCS 605/2,AS AMENDED FROM TIME TO TIME. T J e ® /y g g THE TERM"COMMON AREA OR AREAS"IS DEFINED AS A LOT,PARCEL OR AREA OF THE REAL PROPERTY,THE BENEFICIAL Ste , "-` USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE SEPARATELY OWNED LOTS, PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT,EVEN THOUGH SUCH MAY BE OTHERWISE DESIGNATED ON THE • r�e'�;- � ' •• PLAT BY TERMS SUCH AS"OUTLOTS","COMMON ELEMENTS","OPEN SPACE","OPEN AREA","COMMON GROUND","PARKING', BY. - -I-I- C.'•1` PRESIDENT SEC ETARY COUNTY CLERK'S CERTIFICATE "' •••° AND"COMMON AREA". THE TERMS"COMMON AREA OR AREAS"AND"COMMON ELEMENTS"INCLUDE REAL PROPERTY ! / STATE OF ILLINOIS ) BUILDING, ERVICE BUSINESS ID STRICT OR STRUCTURES SUCH AS A POOL, ETENT ON POND OR MECHANICAL OCCUPIED BY A �/-/7 )SS EQUIPMENT. U��/,1 •'" COUNTY OF KENDALL ) RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER,UPON WRITTEN (PRINTED NAME) PRESIDENT (PRINTED NAME) SEC ARY REQUEST. 1, -_ _ COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT TAXES, NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE UNITED CITY OF YORKVILLE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THE PLAT HEREIN DRAWN. I EASEMENT PROVISIONS FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION NOTARY CERTIFICATE WITH THE PLAT HEREIN DRAWN. _. ) GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YDRKVILLE, PUBLIC UTILITY AND DRAINAGE EASEMENT STATE OF 1-111 1101: ) SS A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC AMERITECH,NICOR,COM ED,JONES ILLINOIS, THIS ---DAY OF _ 20-_ INTERCABLE, OTHER PUBLIC UTILITIES,AND HOLDERS OF EXISTING FRANCHISES GRANTED BY THE CITY OF YORKVILLE, COUNTY OF _ ) ILLINOIS,AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS SHOWN ON THE PLAT AS"PUBLIC UTILITY &DRAINAGE EASEMENT"(abbreviated P.U.&D.E.)TO CONSTRUCT,INSTALL,RECONSTRUCT,REPAIR,REMOVE, REPLACE, 1, ' A NOTARY PUBLIC IN AND FOR THE COUNTY INSPECT,MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND LINES UNDER THE SURFACE OF THE"PUBLIC UTILITY&DRAINAGE EASEMENT",INCLUDING WITHOUT LIMITATION TO TELEPHONE CABLE,GAS At MAINS,ELECTRIC LINES,CABLE TELEVISION LINES,AND ALL NECESSARY FACILITIES APPURTENANT THERETO,TOGETHER AND A SA D HEREBY CERTIFY•THAT WITH THE RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND �� PERSONA Y K OWN TO ME TO BE THE COUNTY CLERK AND PURPOSES AND TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF _ .LRS j� EACH LOT TO SERVE IMPROVEMENTS THEREON. PRESIDENT AND SECRETARY OF a WAIA) k n7R� AS SHOWN ABOVE, APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY T E YORKVILLE,TRANSMISSION ILLINOIS DELIVERED THE SAID INSTRUMENT AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS TO CONSTRUCT, INSTALL,RECONSTRUCT,REPAIR,REMOVE,REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION CITY ENGINEER'S CERTIFICATE AND DISTRIBUTION OF WATER,STORM SEWERS, SANITARY SEWERS AND ELECTRICITY,WITHIN THE AREAS SHOWN ON THE THEIR FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR PLAT AS"PUBLIC UTILITY&DRAINAGE EASEMENT",TOGETHER WITH A RIGHT OF ACCESS THERETO FOR THE PERSONNEL THE USES AND PURPOSES THEREIN SET FORTH. STATE OF ILLINOIS ) AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES. S.S. �.�1�/��� //�� COUNTY OF KENDALL) THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN DESCRIBED FOR THE GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF / _ 20fl� -TONES WNtO-LOSE USES DESIGNATED SET FORTH AND THE RIGHT TO CUT,TRIM,OR REMOVE ANY TREES,SHRUBS OR OTHER PLANTS WITHIN THE /� I, 4F, CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY AREAS DESIGNATED AS"PUBLIC UTILITY AND DRAINAGE EASEMENT"WHICH INTERFERE WITH THE CONSTRUCTION, ' CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE INSTALLATION,RECONSTRUCTION,REPAIR,REMOVAL,REPLACEMENT,MAINTENANCE AND OPERATION OF THEIR x REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO.NO PERMANENT ALL REQUIRED IMPROVEMENTS. BUILDINGS,STRUCTURES,OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN,UPON,OR OVER ANY AREAS DESIGNATED AS NOTARY PLYUC L "PUBLIC UTILITY&DRAINAGE EASEMENT",BUT SUCH AREAS MAY BE USED FOR GARDENS,SHRUBS,TREES,LANDSCAPING, MR+MI' w dF DATED AT YORKVILLE, ILLINOIS THIS DAY OF U L1 200f. DRIVEWAYS,AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED. � THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR THE ABOVE NAMED _ ENTITIES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE I EN - GINEER THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED. _ THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A SURVEYOR'S CERTIFICATE MANNER SO AS NOT TO INTERFERE WITH,DAMAGE,OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND CITY COUNCIL CERTIFICATE FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED,NO USE OR STATE OF ILLINOIS ) STATE OF ILLINOIS ) OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR ) S.S. ..c )SS CHANGE THE SURFACE DRAINAGE PATTERNS. COUNTY OF DUPAGE ) COUNTY OF KENDALL) FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF ITS EASEMENT RIGHTS HEREIN GRANTED,SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION,INCLUDING BUT NOT THIS IS TO CERTIFY THAT WE, MIDWEST TECHNICAL"CONSULTANTS, INC., PROFESSIONAL APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE LIMITED TO,THE RESTORATION,REPAIR OR REPLACEMENT OF PAVEMENT,CURB,GUTTERS,TREES,LAWN OR SHRUBBERY, 43 ',_ PROVIDED, HOWEVER,THAT SAID CITY SHALL BE OBLIGATED, FOLLOWING SUCH MAINTENANCE WORK,TO BACKFILL AND DESIGN FIRM-LAND SURVEYING CORPORATION NO. 184-002917, HAVE SURVEYED AND UNITED CITY OF YORKVILLE, ILLINOIS, THIS DAY OF �_, 200. . MOUND ALL TRENCH CREATED SO AS TO RETAIN SUITABLE DRAINAGE,TO COLD PATCH ANY ASPHALT OR CONCRETE SUBDIVIDED THE FOLLOWING DESCRIBED PROPERTY: SURFACE,TO REMOVE ALL EXCESS DEBRIS AND SPOIL,AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION. THAT PART OF THE NORTH HALF OF SECTION 23, THAT PART OF THE SOUTHEAST -- QUARTER OF SECTION 15, AND THAT PART OF THE SOUTH HALF OF SECTION 14, TOWNSHIP MAYOR STORMWATER MANAGEMENT EASEMENT PROVISIONS 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: AN€A5€M€NT!S HEREBY RESERVED FOR ANQ GRANT€U T9 THE UNIT€e CITY OF YQRRILL€ANN To IT5 BUGc_E99K5 AND ASSIGNS,OVER ALL OF THE AREAS MARKED"STORMWATER MANAGEMENT EASEMENT"(abbreviated S.M.E.)ON THE COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF BRISTOL RIDGE ROAD AND THE PLAT FOR THE PERPETUAL RIGHT,PRIVILEGE,AND AUTHORITY TO SURVEY,CONSTRUCT,RECONSTRUCT,REPAIR,INSPECT, MAINTAIN AND OPERATE STORM SEWERS AND THE STORMWATER MANAGEMENT AREA,TOGETHER WITH ANY AND ALL CENTERLINE OF U.S. ROUTE 34; THENCE NORTH 38 DEGREES 40 MINUTES 00 SECONDS NECESSARY MANHOLES,CATCH BASINS,SANITARY SEWERS,WATER MAINS,ELECTRIC AND COMMUNICATION CABLES, WEST ON AN ASSUMED BEARING ALONG THE CENTERLINE OF SAID BRISTOL RIDGE ROAD CONNECTIONS,DITCHES,SWALES,AND OTHER STRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY BY 1,229.45 FEET TO THE NORTHWEST CORNER OF GRANDE RESERVE UNIT 1, BEING A SAID CITY,OVER,UPON,ALONG,UNDER AND THROUGH SAID INDICATED EASEMENT,TOGETHER WITH THE RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND EQUIPMENT TO DO ANY OF THE ABOVE WORK.THE RIGHT IS SUBDIVISION OF PART OF SAID SECTION 14 AND SECTION 23, ACCORDING TO THE PLAT ALSO GRANTED TO CUT DOWN,TRIM OR REMOVE ANY TREES,SHRUBS OR OTHER PLANTS ON THE EASEMENT THAT THEREOF RECORDED AS DOCUMENT INTERFERE WITH THE OPERATION OF SEWERS OR OTHER UTILITIES,NO PERMANENT BUILDINGS SHALL BE PLACED ON SAID NUMBER__ , SAID POINT BEING THE PLACE OF BEGINNING; THENCE NORTH 38 EASEMENT. NO CHANGE TO THE TOPOGRAPHY OR STORM WATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT CITY PLAN COMMISSION CERTIFICATE AREA SHALL BE MADE WITHOUT EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER,BUT SAME MAY BE USED FOR DEGREES 40 MINUTES 00 SECONDS WEST ALONG SAID CENTERLINE OF BRISTOL RIDGE ROAD STATE OF ILLINOIS ) PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS. 2,331.03 FEET TO THE CENTERLINE OF KENNEDY ROAD; THENCE NORTH 59 DEGREES 18 )SS THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER MANAGEMENT MINUTES 32 SECONDS EAST ALONG SAID CENTERLINE OF KENNEDY ROAD 516.83 FEET; COUNTY OF KENDALL) AREA AND APPURTENANCES. THE UNITED CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY PROCEDURES AS THENCE SOUTH 30 DEGREES 43 MINUTES 35 SECONDS EAST 80.00 FEET; THENCE SOUTH APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED CITY OF YORKVILLE, 32 DEGREES 28 MINUTES 36 SECONDS WEST 27.73 FEET; THENCE SOUTH 16 DEGREES 16 � ,�Q MINUTES 15 SECONDS WEST 132.52 FEET; THENCE SOUTH 28 DEGREES 26 MINUTES 54 UNITED CITY OF YORKVILLE, ILLINOIS, THIS t��DAY OFM-0--k, zoo PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS SECONDS EAST 135.00 FEET, THENCE SOUTH 65 DEGREES 46 MINUTES 30 SECONDS EAST THE UNITED CITY OF YORKVILLE, ITS SUCCESSORS,LICENSEES AND ASSIGNS,ARE HEREBY GIVEN EASEMENT RIGHTS 116.72 FEET; THENCE SOUTH 24 DEGREES 48 MINUTES 50 SECONDS EAST 116.00 FEET; / OVER ALL AREAS ON THE PLAT MARKED"PEDESTRIAN EASEMENT","BIKE TRAIL EASEMENT","PEDESTRIAN AND BIKE TRAIL THENCE SOUTH 29 DEGREES 25 MINUTES 02 SECONDS EAST 109.03 FEET; THENCE SOUTH EASEMENT"OR"STORMWATER MANAGEMENT EASEMENT",TO CONSTRUCT,INSTALL,RECONSTRUCT,REPAIR,REMOVE, 38 DEGREES 40 MINUTES 00 SECONDS EAST 180.00 FEET; THENCE NORTH 51 DEGREES 20 CHAIRMAN REPLACE,INSPECT,MAINTAIN AND OPERATE PEDESTRIAN AND BICYCLE TRAILS,PAVED OR UNPAVED,FOR THE USE AND MINUTES 00 SECONDS EAST 206.00 FEET; THENCE SOUTH 38 DEGREES 40 MINUTES 00 ENJOYMENT OF THE GENERAL PUBLIC.THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH AND THE RIGHT TO CUT,TRIM,OR REMOVE ANY TREES, SECONDS EAST 73.00 FEET; THENCE NORTH 51 DEGREES 20 MINUTES 00 SECONDS EAST CITY ADMINISTRATOR'S CERTIFICATE SHRUBS OR OTHER PLANTS WITHIN THE EASEMENT AREAS HEREIN GRANTED WHICH INTERFERE WITH THE 235.16 FEET; THENCE NORTH 31 DEGREES 10 MINUTES 05 SECONDS EAST 198.88 FEET; STATE OF ILLINOIS CONSTRUCTION,INSTALLATION,RECONSTRUCTION,REPAIR,REMOVAL,REPLACEMENT, INSPECTION,MAINTENANCE AND OPERATION THEREOF.NO TEMPORARY OR PERMANENT BUILDINGS,STRUCTURES OR OBSTRUCTIONS SHALL BE PLACED THENCE NORTH 53 DEGREES 04 MINUTES 32 SECONDS EAST 172.98 FEET; THENCE SOUTH )SS ON OR OVER SAID EASEMENTS THAT INTERFERE WITH THE RIGHTS HEREIN GRANTED. 61 DEGREES 55 MINUTES 20 SECONDS EAST 565.06 FEET; THENCE SOUTH 84 DEGREES 44 COUNTY OF KENDALL) MINUTES 42 SECONDS EAST 190.61 FEET TO THE WESTERLY LINE OF SAID GRANDE RESERVE APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE UNIT 1; THENCE SOUTHERLY AND SOUTHWESTERLY ALONG THE WESTERLY LINE OF SAID �1{F c j" GRANDE RESERVE UNIT 1 THE FOLLOWING SIXTEEN (16) COURSES: 1) SOUTH 11 DEGREES 01 UNITED CIT�RKVILLE, ILLIN , THIS -DAY OF-- _, 20 MINUTES 27 SECONDS EAST 89.53 FEET TO A POINT OF CURVATURE; THENCE 2) SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A CITY ADMINISTRATOR RADIUS OF 1,033.00 FEET, HAVING A CHORD BEARING OF SOUTH 12 DEGREES 11 MINUTES 44 SECONDS EAST, A DISTANCE OF 42.24 FEET TO A POINT OF TANGENCY; THENCE 3) SOUTH 13 DEGREES 22 MINUTES 00 SECONDS EAST 170.07 FEET TO A POINT OF KENDALL COUNTY RIGHT TO FARM STATEMENT CURVATURE; THENCE 4) SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE '���yr/�p`'�S��ER7IFICATE NORTHWEST, HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING OF SOUTH 31 NOTICE: MORTGA KENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND RESPECTS STATE OF i�e.�._l.d� ) DEGREES 38 MINUTES 00 SECONDS WEST, A DISTANCE OF 39.27 FEET TO A POINT OF THE ROLE THAT FARMING CONTINUES TO PLAY IN SHAPING THE ECONOMIC ) SS TANGENCY; THENCE 5) SOUTH 76 DEGREES 38 MINUTES 00 SECONDS WEST 105.00 FEET; VIABILITY OF THE COUNTY. PROPERTY THAT SUPPORTS THIS INDUSTRY IS COUNTY OF Ay THENCE 6) SOUTH 13 DEGREES 22 MINUTES 00 SECONDS EAST 250.50 FEET; THENCE 7) INDICATED BY A ZONING INDICATOR - A-1 A AG SPECIAL USE. ANYONE �- - San -[��, HOLDER OF A MORTGAGE ON THE PROPERTY SOUTH 13 DEGREES 54 MINUTES 58 SECONDS EAST 97.47 FEET; THENCE 8 SOUTH 02 CONSTRUCTING A RESIDENCE OR FACILITY NEAR THIS ZONING SHOULD BE AWARE DESCRIBED HEREIN, HEREBY CONSENTS TO THE EXECUTION AND RECORDING OF THE ABOVE AND ) THAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN OCCASIONAL SMELLS, DEGREES 50 MINUTES 52 SECONDS EAST 69.24 FEET; THENCE 9) SOUTH 05 DEGREES 37 DUST, SIGHTS, NOISE, AND UNIQUE HOURS OF OPERATION THAT ARE NOT TYPICAL F�EyOlt P� L9T F IVIAS OCUMENRTENUMBER 6 �i�Tf�GE j2€j',Q N THE OFFICE OF THE MINUTES 42 SECONDS WEST 83.84 FEET; THENCE 10) SOUTH 09 DEGREES 11 MINUTES 36 IN OTHER ZONING AREAS. RECORDER OF DjEEDS, ' - `_COUNTY,IILLINOIIS,�TOLALL OF THE PROVISIONS THEREOF. SECONDS WEST 68.95 FEET; THENCE 11) SOUTH 20 DEGREES 55 MINUTES 15 SECONDS IN WITNESS WHEREOF, THE SAID L�4lit AMK AA4 0►l1LI AAW- HAS CAUSED THIS WEST 72.87 FEET; THENCE 12) SOUTH 26 DEGREES 05 MINUTES 51 SECONDS WEST 75.09 IN MENT T0, SIGNED BY ITS DUL UII{OR11AD12 ICERS THIS BEHALF.AT-DAY OF FEET; THENCE 13) SOUTH 33 DEGREES 35 MINUTES 47 SECONDS WEST 113.22 FEET; 20 tt`` (( ((I, ��1 THENCE 14) SOUTH 62 DEGREES 19 MINUTES 17 SECONDS WEST 73.16 FEET; THENCE 15) SOUTH 52 DEGREES 16 MINUTES 57 SECONDS WEST 473.00 FEET; THENCE 16) SOUTH 51 BY DEGREES 20 MINUTES 00 SECONDS WEST 168.47 FEET TO THE PLACE OF BEGINNING; ALL IN KENDALL COUNTY, ILLINOIS. PRINT D NAME AND TI TLE WE FURTHER CERTIFY THAT THE PLAT HEREON DRAWN IS A CORRECT AND ACCURATE REPRESENTATION OF SAID SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET ATTEST: AND DECIMAL PARTS THEREOF. PRINTED NAME AND TI TLE WE FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY BASED ON FIRM 170341-0020C, DATED, JULY 19, 1982. ALL OF THE NOTARY T•IFICATE PROPERTY IS LOCATED IN ZONE C, AREAS OF MINIMAL FLOODING. STATE OF lnntfb ) SS COUNTY OF _ ) WE FURTHER CERTIFY THAT WE HAVE SET ALL SUBDIVISION MONUMENTS AND DESCRIBED 11PIP r �a THEM ON THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT (ILLINOIS REVISED STATUTES I, I ILg1I$�(.I�LL__, A NOTARY PUBLIC IN/A�ND FOR THE COUNTY 1977, CHAPTER 109 SECTION 1). AND V R AI , DO HER CERTIFY THAT c7- Aiwi& AND ERS A Y OWN IT ME TO BE THE Vf0e WE FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE PLAT HEREON DRAWN IS PRESIDENT AND SECRETARY OF AS SHOWN ABOVE, SITUATED WITHIN THE CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE, ILLINOIS, APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND DELIVERED THE SAID INSTRUMENT AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS WHICH IS EXERCISING THE SPECIAL POWERS AUTHORIZED BY DIVISION 12 OF ARTICLE 11 OF THEIR FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR THE ILLINOIS MUNICIPAL CODE AS AMENDED. THE USES AND PURPOSES THEREIN SET FORTH. M� GI DER MY HA A //NOTARIAL SEAL THIS _ V� DAY OF -_I'/0.� 200�[. GIVEN UNDER OUR HAND AND SEAL AT NAPERVILLE, ILLINOIS, THIS 5th DAY OF MAY, A.D., 7 5/1/04 ADD NAME FOR "OLD GLORY DRIVE" MEK 2004. 6 4/6/04 REV. ESMT PER VILLAGE & ENGINEER MEK - X11 1 `- NOTAR BLIC - € 55ELL W.p� 5 3/17/04 PER 3/3/04 YORKVILLE REVIEW & CLIENT MEK �t y E Qp SFy 4 1/27/04 REVISE OUTLOT NUMBERS MEK �� '�I��1 STATE LLINOSF 3 1/15/04 REV. ESMT PROVISIONS & ST. NAMES MEK PROFESSIONAL . - LAND SURVEYOR 2 12/23/03 REVISED PER E.E.I. REVIEW MEK "ALL LOTS WITHIN THIS SUBDI SION ARE INCLUDED WITHIN THE UNITED CITY OF YORKVILLE SPECIAL �( /J- N0.035002718 SERVICE AREA NUMBER R LOL# AND ARE _SUBJECT T AN ANNUAL TAX LEVY IN ACCORDANCE 1 11/10/03 REVISED EASEMENTS MEK WITH THE PROVISIONS OF CITY ORDINANCE N0. °may "AN ORDINANCE ESTABLISHING UNITED RUSSELL W. OLSEN, P.L.S. # 2718 yApfRVILLE\� 10/29/03 ISSUED MEK CIT OF Y KVILLE SPECIAL SERVICE AREA NUMBER 200 �67 ADOPTED BY THE CITY COUNCIL ON 4 _ AND FILED FOR RECORD IN THE RE ggER'S OFFICE OF KENDALL COUNTY ON VICE PRESIDENT N0. DATE DESCRIPTION BY AS DOCUMENT NUMBER,I7�Q Q O �'1 " LICENSE EXPIRES 11/30/04 **STATE KF4 F F NAL YOR MIDWEST � 456 TECHNICAL PREPARED FOR: -- --- -- -- \�CONSULTANTS, INC. BRUCE A. BRUCKELMEYER, P.L.S. # 2456 E' • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN MPI-2 YORKVILLE CENTRAL L.L.C. LAND SURVEYORS PRESIDENT HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE www.midwtech.com LICENSE EXPIRES 11/30/04 TELEPHONE: POLICY AND LOCAL ORDINANCES. (6301 sos-0101 1832 CENTRE POINT DRIVE COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY (630)MILE SUITE NAPERVIILLE,10LNOIS 60563 JOB No.: 265-140 DRAWN BY: MEK DIFFERENCE AT ONCE. SHEET 4 OF 4