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Resolution 2004-12 oversize plat (unit 7) :1 2651401SL3DIVISIONSIGR-UNIT7.dn,07!21/204 09:03:24 AM,Mery BASIS OF BEARING FINAL PLAT P.I.N.: 02-14-100-007 ASSUMED THE CENTERLINE GRANDE RESERVE P.M.: 02-14-100-00 OF BRISTOL RIDGE ROAD P,I.N.: 02-14-201-001 1 TO BE: UNIT 7 N38 040'00" W " aoa pa T E BEING A SUBDIVISION OF PART OF SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS. THIS UNIT CORRESPONDS TO NEIGHBORHOOD 16 1AS SHOWN IN THE ANNEXATION AGREEMENT. ZONING OF LOTS 491 THROUGH 588 SHOWN HEREON IS "R-2 P.U.D. " m° 0041 IOi 1231 K18 Filed for Record in �r . KENDALL COUNTY, ILLINOIS PAUL ANDERSON 08-17-2004 At 08:50 am. P PLAT OF SUB 63. 00 0 l SITE MAP 11 FOUND IRON PIPE / CH •�9T4' / � / / AT CORNER TFOUND .3 ODCN 88'21'15° E 610.34' (MEAS.) Eo,SOA co 14(�-fin{ /. . . ..^ \`� 'Ot�COMM / 0 /4° (1° O.D.) I COWIRON PIPE / «<...JJJ���"'"' �' 733235 SOUTHERLY LINE OF --S _p BURLINGTON ROAD R.O.WRTHERN RA 17 59 21 E \ �" 55.89' p1- 381.g9 S 02'35 38 E /� 43.82' I - S 24'40'44" W i 67.03' FOUND 3 (1" O.D.) S 24" W / IRON PIPE E 93.60.60'' 1 50.00' S 1316'520 W �124.19' i S 0911'16" W I I o o 72.18' S 11'38'49" W II 11 76.97' I o S 01'01'20` W 68.91' IiNz o m S 08'39'03" E �. Am ,77.x6' 4 (UNSUBDIVIDED) 11 A? S 18'48'53" E I o s" 139.03' M I I Z Z S 26'38'06' E I z 'lit 120.62' A=205.41' R=535.00' CB=N 77'43'39` E N 53'1 '50" E Z � of�° (� S 42.23'06" E SET CONCRETE m I I > O 1 79.74' A=227.96' R=335.00' 49.89 MONUMENT S 8019'54" E CB=N 4714'02' E J' m Z 113.50' P.7. \ �6, I 5� �� �,Q i �Z S 1419'56" E ��x I Z° 44.16' X10 �'°' S 33'39'10" E z I I A=191.99' R=550.00' P.r. N 88'43'36" E 384.27' P A= 80.00' t >0 CB=N 8711'39' E 0 1 1 �; A=30.31' R=25.00' P.C.C. ! S 3012'25' E I CB=N 62'28'01" E GRANDE TRAIL 1 m S 82'48'21` E 77.23' S 1412'58* E 66.46' P.T. cn C0 150.00' �. bo 0 m I I P.C. P.R.C. 1 SCALE: 1° = 150' t I F REE�pM PLA 3 o III J ,50 75 0 ,SD ° li I 501 500 491 3011 I LA 50.00' G) -, 499 492 502 m . '' 240.59' � S 04 9'10" E SUBDIVISION LIMITS O I l 498 493 S 88.32'49- W 10.0 I - SECTION LINE I 1 503 I 18 428,32" W --- QUARTER SECTION LINE 11 11 497 494 �S 1118 2 ' W --- QUARTER,QUARTER SECTION LINE ( I r� 504 7 151.75' C) _-- EXISTING R.O.W. LINE ( I 49 S 32,56'46• E P.U. & D.E. HEREBY GRANTED I I Z `O 496 V y 549 �s5.s2' m ' " SECTION CORNER 1 11 11 m 3009 505 Grp �P 548 Y-915 E 0 o V 9 506 �O� 550 S 1819'52" E �\ 1 6 QUARTER SECTION CORNER 507 \ `� 572 148.95' 551 547 C (MOOS.) MEASURED DISTANCE I 11 a 508 A` (rec.) RECORD DISTANCE \ \`► z !2 S 3711'20' E GO 571 552 546 I P.C. POINT OF CURVATURE BEND 1• � 509 573 164.22' P.T. POINT OF TANGENCY FOUND 3/4" (1° O.D.) pp S O2'42'S6 Hf R. RADIUS IRON PIPE ON R.O.W. LINE I I 588 570 553 31.33' A. ARC LENGTH OF CURVE (25' TO CENTERLINE) II i m N 545 S 04,53,48,,W CB. CHORD BEARING , I 510 587 574 -� �_ 3012 97.02' 1 P.R.C. POINT OF REVERSE CURVATURE I I (T1 569 554 544 P.C.C. POINT OF COMPOUND CURVATURE o r S 33'53'34 W_pt P.O.B. PLACE OF BEGINNING o I I 511 � � 30.79' P.O.C. PLACE OF COMMENCEMENT O I II Z 586 575 568 555 543 s 4916'29• w- P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT ? -f ' I I 168.29 B.S.L. BUILDING SETBACK LINE j;u I I 512 C76 (n / S 4415'13` W N.E.A. NON-EASEMENT AREA D I I 585 �l V --� 567 556 542 90.35' O SET CONCRETE MONUMENT i S 4301'04` E M II 513 --{ 584 577m 541 125.00' O SET IRON PIPE I I I - 1� 566 557 FOUND IRON PIPE FOUND 3/4" (1" O.D.) _'l A=94.04' R=233.00' IRON PIPE ON R.O.W. LINE I I 514 Z, - CB=S 22'50'16" W L JY4, LINE TABLE NO. (25' TO CENTERLINE) I i C NO. CURVE TABLE NO. - - _ 58 7-8- cL5 - - 40 - A=34.25R 25.00T P T 515 � 56 39 I CB=S 50.31'13" NOTES: 536 535 N 89'45'57" E FOUND 3/4" (.W D.D.) r I I D 582 579 538 537 35.81' 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC CAP IRON PIPE ON R.O.W. LINE I 564 i 516 559 A= 4s 10' 208.00' SHEET ALL LOT CORNERS UNLESS SHOWN OTHERWISE ON (25' TO CENTERLINE) W I �� � _ , „ 345 SHEET ONE. A=419.10' R=800.00' S0 I I GRANDE TRAIL .T. C .. =S 415 E346 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO SHEET CB=N 11.17'10" E (COMP.) i I I 581 580 563 560 �Q T CON ETE ONE, FOR INDIVIDUAL LOT DIMENSIONS, EASEMENTS AND A=419.10' R=800.00' (REC.) I SETBACK LINES REFER TO SHEETS TWO THROUGH FOUR. p 00 5 1 7 �� MONUMENT i 562 561 � 529 P.T. 5128'28" s `� "PUBLIC OVER UTILITY AND PORTIONS AOF LOTS A3009NAND 3010. /�!� CO OJ 530 531 532 533 534 71 7 4. LOTS 3009, 3010, AND 3012 SHALL BE CONVEYED TO 518 ST I rUT l©N 393 =85. 3' R=138.00' THE GRANDE RESERVE HOMEOWNERS ASSOCIATION. 5000, 51 9 20 • y�Y 528 - I 392 CB=N 2'27'29" 395 ' 394! 5. A "STORMWATER MANAGEMENT EASEMENT" IS HEREBY P.O.B. y 7 521 522 23 J 3 18331 W `G GRANTED OVER ALL OF LOTS 3009, 3010 AND 3012. N 7g•559 85.63' 24 525 w 527 ,�^ s 00' 0'41' p. Q 6. LOTS 494 AND 559 SHALL HAVE NO DIRECT VEHICULAR 4 aa7 04* W 885,63' " k 139.42 ACCESS TO GRANDE TRAIL. 50 526 `1'o; S 88 00'11 W 390 y�� 427 7. LOTS 3009 AND 3010 SHALL HAVE NO DIRECT ti �� 254 205 - / 3003 �r 0 VEHICULAR ACCESS TO KENNEDY ROAD. 256 253 257 SET C CRE of S 89'42'28" W 389 oRF` FOUND 3/4" (i"O.D. ^� 251 259 MONUMENT Q I , " 166»88' F IRON PIPE ON R.O.W. LINE 252 AN t 260 1 7 W s 66 00 11 W 3B8 (25' TO CENTERLINE) U N I f 28 134.98' 02,00' 9�42 , S 85'0 53 W o o R ��ORV 0 S 1000 56 W 387 251 79.23 E ° E DEDI A-IrD o 9,42' 430 GRANDE RESERVE TED 4, 7 / 26E 2&5 w N 79'59`04.1'W I r,5 ' 386 { 264 263 66.00' 431 UNIT - t / 250 267 ' 262 I GR . 385 R _ p I (\ / 261 I ES p v I / 26$ I UNIT 6E N�OAP 432 V 8 7/22/04 REVISED LOTS 3011 & 3012 MEK TOTAL AREA HEREBY SUBDIVIDED 7 5/3/04 REVISE ESMTS PER REVIEW (RECEIVED 4/27/04) MEK TOTAL 85.8562 ACRES± 3,739,895 SO. FT.± 6 4/21/04 REVISE LOT 500,501,508,509,3011 EASEMENTS MEK AREA IN LOTS 491 THROUGH 588 28.5672 ACRES± 1 ,244,386 SQ. FT.± 5 4/13/04 REVISE LOT 3011 SETBACK LINE MEK LOT 3009 3.9758 ACRES± 173, 188 SQ. FT.± 4 3/22/04 REVISE LOTS 3011 & 3012 PER ENGINEER MEK LOT 3010 6.3941 ACRES± 278,527 SQ. FT,± 3 3/17/04 REV. PER 2/17/04 REVIEW LETTER AND PER CLIENT MEK LOT 3011 21 .8789 ACRES± 953,044 SO. FT.± 2 1/27/04 REVISED OUTLOT NUMBERS MEK LOT 3012 8.9046 ACRES± 387,886 SQ. FT.± 1 1/20/04 REVISED LOT No.S, EASEMENTS & ST. NAMES MEK RIGHT-OF-WAY 11/17/03 ISSUED MEK 16. 1355 ACRES± 702,863 SO. FT.± N0. DATE DESCRIPTION BY MIDWEST • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNICAL PREPARED FOR: HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE 11q10 CONSULTANTS, INC. MPI-2 YORKVLLE CENTRAL LLc POLICY AND LOCAL ORDINANCES. LAND SURVEYORS • COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY TELEPHONE: www•midwtech.com DIFFERENCE AT ONCE. 630) 505-0101 1832 CENTRE POINT DRIVE AC51MILE SUITE 106 JOB NO.: 265-140 DRAWN BY: MEK (630 505-0318 NAPERVILLE, ILLINOIS 60563 SHEET 1 OF 5 J:\2651401SUSDIVISIGNSIGR UNIT7.d",0702204 M03:33 AM.M•y FINAL PLAT P.I.N.: 02-14-100-007 tio�s° A GO . pPO�°- GRANDE RESERVE P.M.: 02-14-200-0011 pNV N SRN op'% / UNIT 7 GpMM / \p & Y R i� BEING A SUBDIVISION OF PART OF SECTION 14,TOWNSHIP 37 NORTH, RANGE 7 `A`G�pB `/_ lQ� °- \ S 17.59'21" E EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS. V% `�` G0, 1B �GN\GP 89� I REAR LOT LINE • 200400083008 N 'I3 33 S 023538 E Filed for Record in I / y y 9 VI 43.82' ( r KENDALL COUNT Y, ILLINOIS ° o 3 g2' -1 F PAUL ANDERSON PLLAT7OFOSUBAt am. SID LOT 1 r I I S 24'40'44" W I I 67.03' 1 1 5'-j 1 1 I I I 3► I 30 BUILDING 1 ( 50.00' { I I SETBACK LINE 1 II I - - - L-- - ---- J L - - - 1 f N j SCALE: 1" = 60' 1 { 1 I I 10' EASEMENT FOR WATERMAIN FRONT LOT LINE I I'- PER DOC. No. 200400019291 3 I TYPICAL EASEMENT DETAIL 60 30 0 60 I N NOTE: A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASEMENT { +� IS HEREBY GRANTED ALONG ALL FRONT AND REAR LOT t ( N T UNES AND ALL SIDE YARD EASEMENTS SHALL BE 5 FEET , BASIS OF BEARING w M UNLESS SHOWN AND DIMENSIONED HEREON AS OTHERWISE. 1 1 ASSUMED THE CENTERLINE OF BRISTOL RIDGE ROAD � li ► �/ T S 09'31 N '16" W 38 040'00" W I I I I i I I I / 72.18' L.[9(9B1H \U . M SUBDIVISION LIMITS 0) ----- SECTION LINE V6 Ol. I I ^ ►� CURVE TABLE �--- QUARTER SECTION LINE QUARTER,QUARTER SECTION LINE •' CURVE ARC RADIUS CHORD BEARING LINE TABLE I I / C1 47.12 30.00 S 49'48'21" E -- EXISTING R.O.W. UNE ( 1 y C5 30.70 998.00 N 88'53'04" E LINE BEARING DISTANCE -- -- P.U. & D.E. HEREBY GRANTED 1 I C6 36.86 500.00 S 7752'22" E L20 S 33'08'49" E 88.72 -- -- C7 91.66 1000.00 S 06'20'51" E L21 N 33'08'49" W 10.56 I C8 47.12 30.00 N 4091'39" E L22 S 78'51'11" W 32.00 SECTION CORNER I I �S 01.01'20" W C11 44.77 30.00 S 40'03'27" E L23 N 8591'39" E 90.07 ` 1 , C12 80.91 335.00 S 04'13'41" E L24 S 82'4821" E 50.46 C13 84.36 335.00 S 18'21'39" E L25 N 11'08'49" W 25.33 I 1 156 QUARTER SECTION CORNER ( zol 014 35.97 25.00 S 15'38'21" W L26 S 74'31'33° E 20.13 �YYJ a C15 39.27 25.00 N 78'08'49" W L27 N 3737'35" E 21.49 wl C16 83.32 217,00 N 22'08'49" W L28 N 33'0849" W 88,72 (mess.) MEASURED DISTANCE �I C17 55.57 50.00 N 20'41'24" E L29 S 33'08'49" E 20.16 ( ec. 1 = U1 r ) RECORD DISTANCE fl C19 39.27 25.00 S 11'51'11" W L30 S 37'25'47" W 19.65 � C20 34.42 467.00 S 77'52'22" E L31 N 7545'40" W 19.09 P.C. POINT OF CURVATURE • \ 1 c°JI (A C21 36.35 25.00 S 31.38'15" E L32 N 33'08'49" W 32.97 P.T. POINT OF TANGENCY (0 C22 34.25 25.00 N 7757'33" E L33 S 33'08'49" E 32.97 R. RADIUS { °I O C24 29.63 963.00 N 8853'04" E L35 N 11'08'49" W 60.00 C25 31.78 1033.00 S 88'53'04" W L38 N 18'34'05" W 25.00 A. ARC LENGTH OF CURVE C26 36.02 25.00 S 02.57'36" E L41 S 11'08'49" E 12.78 CB. CHORD BEARING 3010 C27 37.06 25.00 S 61'46'03" W L42 N 11'08'49" W 13.14 P.R.C. POINT OF REVERSE CURVATURE o I ( J C28 39.29 533.00 N 77'52'22" W L43 N 11'08'49" W 12.14 P.C.C. POINT OF COMPOUND CURVATURE ( I 6.3941 ACRESf J C29 39.27 25.00 N 34'59'04" W L44 N 11'08'49" W 5.00 C30 126.93 383.00 N 0031'16" E L54 S 06'26'33" E 5.01 P.O.B. PLACE OF BEGINNING I I OL C31 88.63 967.00 N 06'20'51" W L55 S 03'43'18" E 13.84 P.O.C. PLACE OF COMMENCEMENT I C33 39.27 25.00 N 11'51'11" E L58 S 03'43'18" E 26.18 P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT C34 39.27 25.00 S 78'08'49" E L67 N 10'49'20" W 20.48 B.S.L. BUILDING SETBACK LINE 1 I C35 102.71 200.00 S 18'26'03" E L68 N 18'57'24" W 16.71 ( C36 94.68 1033.00 S 06'20'51" E L69 S 10'02'55` E 13.34 N.E.A. NON-EASEMENT AREA z rn I I N C37 105.06 317.00 S 0031'16" W L70 S 07'35'08" E 15.00 Q SET CONCRETE MONUMENT p 1 " I I C38 39.27 25.00 S 55'00'56" W L72 S 33'08'49" E 3.64 O SET IRON PIPE z I C40 39.27 25.00 S 78'08'49" E L73 S 0343'18" E 12013 �- I I �• C42 14.64 50.00 S 02'45'28" E L75 N 89'45'57" E • FOUND IRON PIPE C43 5.00 217.00 S 32'29'12" E L LW- LINE TABLE NO. rn I I C47 25.52 1033.00 S 04'25'46" E c 19Q, CURVE TABLE NO. Z) I I tJ:Ws C48 3.61 317.00 S 08'38'49" E z C49 17.51 167.00 N 76'58'51" W 1 I C54 20.27 266.00 N 05'54'16' W C57 29.53 1033.00 N 88'49'19" E p { I 1 r , I I v 1 I j ` `n 7/•43'39"00' 0 I a+• P�Ocj.41'Rte ' ILL 50.00' r o LL 1,191N7R4339OE p I S 42.23'08" E �.1•'�I °_ EgY DEDICATED °o P I I 79.74 _ r /► IJ I \ . �o A R,465.00 C8=577'43'- W -- --- 1.LI C ► i A=30.31' R=25.00' I 1 CB=N 62~28'01" E (f) j _ S 803$s4" E S 14619'56" E S 82'48'21" E - C I 0' 44.16' 4/-0� /'�'s _ �' I 77.23 / °G I P Gal tib / o - ggR=550A0'CB=N87.1f39"E` /A= a� / NOTES: 10' EASEMENT FOR WATERMAIN / �ry// 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC CAP LU I r PER DOC. No. 200400019291 PLACE 0' / /� AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ON v SHEET ONE. 1�I9 I x 77'1139" E 180•g1 o v° n o A=174. 53' R�o0. 00' �,°� 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO W 87'11' 39" E S 82'4821" E SHEET ONE, FOR INDIVIDUAL LOT DIMENSIONS, Lij N > I =ge1'tti39 118.76' / / EASEMENTS AND SETBACK LINES REFER TO SHEETS TWO U) ° 132.65 R= 950.00 q W / THROUGH FOUR. m I I I g 85'11 39 W 90.07' A= °o• 77'1139" E o o / I I I 'REEp°M N 18°g1 3. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS ° 00' DE0ICA D A=157.08'R-450.00'CB=N 87'11'39"E L24 p M / R1000.� FIEREBY ' II f / HEREBY GRANTED OVER ALL PORTIONS OF LOTS 3009 i I I I A 139. 6 E C6 8t tt AND 3010. 859139" E ° 150.91' ' ,L A-••, .I" I 17�D7. - '- �$ x 77y1•g9" E > � 4. LOTS 3009, 3010, AND 3012 SHALL BE CONVEYED TO i m '� I-15 PU & DE THE GRANDE RESERVE HOMEOWNERS ASSOCIATION. ° o c N it ° S 85'2939" D n I I I _N61'1139"E 176.90' 99,67' E 264.74' °N' o W GRANTED OVER BY 1 z 1 A=1466{R>1050•DO'�" gpj7• ;o I 5 A "STORMWATER MANAGEMENT EASEMENT" IS HERE I 77.1V-3 E ""- --- _ �(A R ALL OF LOTS 3009, 3010 AND 3012. ° I ( N 65'11'39" E 90.07' x ' I I - - __j65,07'- // 6. LOTS 494 AND 559 SHALL HAVE NO DIRECT /� $ I u\ s• / /1 aoo 1. m o I ' VEHICULAR ACCESS TO GRANDE TRAIL. 500 y / \ , \ 491 IW, CL ' I\ F \ ou `°\ 10'-' 35.0 ' 1 7. LOTS 3009 AND 3010 SHALL HAVE NO DIRECT w °\ 16,699s.f.t �h �� \ o° �\ 13,723s.f.t 'N I VEHICULAR ACCESS TO KENNEDY ROAD. 501 i� o �'\ '_ 1 3011 15,143s.f.t \\ I I h`c "� \ � S(. / 15'\ \ I, 78.51'11" � -7 , •iJ1 64�3i /� A�4. 5g��/ / 499 g r 1 ° 9 44' R=65.. I I ��5' 3SOp•\F� \/phP276' p0d <� 15,579s.f.t I 1? 492 to ° o �4 O\ ' 8 7/22/04 REVISED LOTS 3011 & 3012 MEK 11,700S.f.t r, \, n N m� X11 7 5/3/04 REVISE ESMTS PER REVIEW (RECEIVED 4/27/04) MEK I i i 502 \ $ _ SCI I I �o �° I£ ,-J m 1 6 4/21/04 REVISE LOT 500,501508,5093011 EASEMENTS MEK 1 12,785s.f.t lo'•-{N S 89'27'44" E L-� 1 x 1 N\ 5 4/13/04 REVISE LOT 3011 SETBACK LINE MEK I-15' a ;: L22 �'-- -124.26'- > L �130.00'�' 1 t I I 1 L4 . / 10�' r o PU &. DE 4 3/22/04 REVISE LOTS 3011 & 3012 PER ENGINEER MEK �t5 'o j �'0' 493 I° 1 I 3 3/17/04 REV. PER 2/17/04 RENEW LETTER AND PER CLIENT MEK 1 498 ' 11 i i L x 78.5111" E N 1 2 1/27/04 REVISED OUTLOT NUMBERS MEK I I �-130.00'- � \ ' 1^ cn t 10' EASEMENT FOR WA�929N r t m L / 12,290S.f.t /c, 1 , 3s.f.t I PER DOC. No. 2004000 v 1 °p < m M. ��/ /n m / 3 � ° 35 p0 ' 1 1/20/04 REVISED LOT No.S, EASEMENTS & ST. NAMES MEK I zo I"15 Ism o oli -1 _n Voy /2 // �� L AA 3 00' v \ 11/17/03 ISSUED MEK I i N I 503 `100 N v m m " QL- -S 89'2744` E /356 r N I I 16 v\ N0. DATE DESCRIPTION BY No 1 , a 150.00'--- cm �r � ON 13,118s.f.t \ o ` - 1 I I I 497 I I w LL N 78'51'11" E I N 3.0 ' ; :33.00' 1 12,207s.f.±7.. /y0�o ��'S �5 494 \. jo _ ;10 , r• /2��h`�j/ \\n� '41391s.f,±� \ o o°� � \ / °y/ \ I� I T y c p o�. I I r 1 m �\ AS �\ o. 5• . C �� ate\ ` L10 504 \� o\A \ 655 o 495 \ 0 0' o a �/ -c �\ I f I \ �• M b 1 �N �o1i' 0 5� s \ s / \i �ti m. s m\ / " 6 12,825s.f.± ' �,�o G43 a�, 11,615s.f.± \ \ /k' '�< °���1 1 I 3009 4+ oo '� °�. \ \ / 0°' `_�` >°�o I� I s\'10 i'\9 � o0 496 1 I 3.9758 ACRESt m?�� 655A 9' \ V �o o\\ 13,911 s.f.± ° F� / 'o. /� �� c3 0 ��/\. 549 e�< \ a° \ 00 oy�� / _4 s5 9 12,785s.f.t s \ ,° \ po o \ 0%� 505 \ \ • s. \ � �� \ \ .yg. °. > 12,724s.f.t /> I i i �• \�, �' / \ >'�� A A.fl< � / � � /0�0 X51 /^i /5° i\ J• ->' ' � \ ,n\ \ 548 \ 20 0\ moo\ \o. Cis GO / 56y1 s\ / 550 \ > `p \ \ \ \ / w 9\ �, r�\ \ 12,049S.f.t o \ �•\ / �\ �. 14,111 s.f.± a o �s 506 �� 1d \ 5°0 ss°�Q . E� //off sr o\ I I E 1pS9/ �o o \ 11// o s\ S a L / 1 \ ° '\ _ / s \ o• 5 i y 1d r 1° 12 866s.f.t / / / F\ �° s. 61 AL Y, a: 74'p5 -1 Ins. \ < J N\A c x 135.0 \ \mod o• rn• O o• � p ?6.. 507 5� j 0/�' )� r 572 �� 551 \\ w �' , 547 \ �A I I /\� S 12,844s.f.t o. \. /o° oo x,15 \� \ N vi 20'-1 °t \ o. h z \ /105• a o 14,204s.f.t + 1 11,380s.f._ �1 12,675s.f.t ° ,3r 0, , \ 1ya h C40 >. 1,� � ��>, 0 ° J 477E 15N I n� .a\11 L1��1� \ DD \ 6A�� _t�N 7fit&p0' ' 1 O I f I_1o' ' .a W , NOTES: MIDWEST SEE SHEET 3 OF 4 FOR CONTINUATION • FOR 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 TELEPHONE: www.midwtech.com (630) 505-0701 1832 CENTRE POINT DRIVE JOB NO.: 265-140 DRAWN BY: MEK SHEET 2 OF 5 DIFFERENCE AT ONCE. FACSIMILE SUITE 706 630 505-0316 NAPERVILLE, ILUNOIS 60563 51401SUBDNISION&GR UNIT74%9.0712212W009,03:43 AM,Mary SEE SHEET 2 OF 4 FINAL PLAT P.I.N.: 02-14-100-007 FOR CONTINUATION �\ GRANDE RESERVE P.I.N.: 02-14-100-009 P.I.N.: 02-14-201-001 w. \� 6' \ > '� °o, °° _/ L / 'o• �0 \° `�� d. 548 550 \ \ 12 049s.f.t \ �, UNIT 7 m I I °. s' �6�� °\ `\ \ �s /\ ,ss. 14,111 s.f.t i �\ ° rny'w Pw90\\ \ ; \ 10 BEING A SUBDIVISION OF PART OF SECTION 14,TOWNSHIP 37 NORTH, RANGE 7 3009 °o\ ' / s °�\ 6/ / �\° k EAST OF THE THIRD PRINCIPAL MERIDIAN,ALL IN KENDALL COUNTY, ILLINOIS.Le �Q�\ / Qo J '� o .\ n , E s m l 1 3.9758 ACRESt X59' /\ ! s 506 \ / �` / 's \ °o. °� 5y5 •/ \r o C,d `�_ o5 a9 0, �°c9• \ 1� 12 866S.f.t I °i // / \ F\�'.o y�6�15$a7. �o o N\ N 7 13500� ' 11 a \'B2 "TI I I 1 A� °• 1 W o G\°6'•• I I 56� / \ /y o.\\ w m g < �d o_ �i o' 547 .f.t20�1 v°w F FOR LINE AND CURVE TABLES SEE SHEET 2 OF 4 507 A 551 5 12,675s 12,8S.f.t 14 2074 . . Z h \ A3• : / \ �.,o:, ` ` 'A>\s. � \/�Q �.y /'\ $+ `gin� o - E �. w •�1 1 i� �'- � �.�®��� Coo F �� 5� / \ '�_�\ y L�j6 40 7 11(�,� ti1ti�'1 QQ 9 6a2yR�' \ N 138.E �r _ E 5_1` ✓ 0 /-•. 55• y �•�p0 '� 1 n � 1-- N 82'56'28" " m% 508 ` \ /k°+'yN S06N S56t� / {� `: o\i/ // ,5 ` F�' 1 1'' m --"j i N _-__ SUBDIVISION LIMITS ` 140.00' tea• / \ \ P / `� 0' �= /• o n _ o - SECTION LINE I I 13,445s.f.t \ /� O OFO\G gk SN NN'\i ` 9 d' 571 151 0 ' 1 ° 552 ,p''� 1�� 1 REAR LOT LINE ___� QUARTER SECTION LINE I ` P°.L� s p� / �&°�Fey 1 /// \ `a �� o \\ \ m 12,733s.f.± 1 01 15 12,552s.f.t I 3 •pp' . , 35.00' 546 _I --- QUARTER,OUARTER SECTION LINE Oy g� 5601 ^ C 45V \,3 �rn. o��\ Y 1 mh I�� >I I 11,737S.f.t 10 1 � I --- EXISTING R.O.W. LINE I I �T� '?>� a • ^� / \ \ 1 I W1 - - -� -I r --- h - --- I I N 401-,0 I I I I 1 - __- P.U. & D.E. HEREBY GRANTED SCALE: 1" = 60' `V / �° \�0>, F\\ / /`O `V °O• �%/ . \ J' \ cw a, � N u. 573 r N z 1 614 E ° L J N 86'1642 E- ^- - _ 1 _ ° 50.00' ^°� �\ � r 0� �/d •F / �i b �\ \ w,W z4 V' 'N 75° � ;� -132.50 - - L -I- N 86'16'42" E- N \ ' 13.) 15 1 h^ y°. �y o �, 15,431 s.f.t:r. m o o T - r -140.00' - - -1 I I I 1 lo' 509 / > ° / ° 1 i ° I I 1 I SIDE LOT • • SECTION CORNER 1 3 .00 o �� Q �ry hQ/ \ F I m 1 1 1 I 60 30 0 60 � g cn r ` � I LINE I 13,821s.f.t �5 1 A ► I 553 °° I 1 Im I I 1 I1 �'0' /^ " ov 588 5� \ o 33.00' , 33.00' I I 570 I o I 11,660s.f.± 10 80 �I 545 Ig I 1 1 16 -1 11, m,,. / / 13,162S.f.t �o .-L _-,- " N I-t 12,664S.f.t I of 11,900s.f.t 10'-1 1-5 QUARTER SECTION CORNER I- 1¢ ^ V/� L ` >� N 861642 E N I 1-15' i I I I 5'I 1 ) MEASURED DISTANCE�,. 88.,0_ J I Z I I cm�as. BASIS OF BEARING 1 „ ' I I L . L S 87.43'16" E-- - -1 v a o . S 77-p129^ h /.{ -I 1 15' 1 I v J 1-10' . 1 I I 1 Z I - '38.30' - - ?n N o�' '13 . �E _ /bg�5y 1 I L 1- N 86'16'42" E- J- -J I I I (roc.) RECORD DISTANCE ASSUMED THE CENTERLINE Z I 1 1 T 10 a ¢ al , 5 �s I Io `' L---N 86'16'42" EJ J - x,32.50 `I I --N 86'16'42" E I I SETBACK LINE P.C. POINT OF CURVA TANGENCY TO BE:BRISTOL RIDGE ROAD I 30' BUILDINGS I I 1 33.00' . , 33.00' <I 1 I rn I 1 , , I- 132.50'- ) 1 vi ,0'-'I I 1-10' -140.00 - i _ _ _ 1 POINT F CU OF BR _ 1 I I 1 _ P.T. 10' m <n u W Ui r I 7-15 1U, N 38040'00" W m 1 j ' � 510 L \1 574 1� '-•"I �- Z I I - i R. RADIUS w ,p� 1p' 587 I Z I� 0 554 N IoW ° � o If I I 1-10' 11 142s.f.t N �I w 1 - I 13,502s.f.t I mo �► 569 o rI ° w N m I°- I IJ J ° 13,188s.f.t N ° = w m N w I I 1 I 1 11,263s.f.t 1 x > 01 �, 544 _ _ _ L_ A. ARC LENGTH OF CURVE n I� to'-I x-15 ` 1 °1 11 262s.f.t 1 1 OOs.f. 10 - -- - - -- BEARING r a w 4 J 1 o I I7- 1 9 t I o J L CB CHORD B R L J N 86'16'42" E ^- I m 0' 1 m w w I I u I w m N w I m a o v - J FRONT LOT LINE P.R.C. POINT OF REVERSE CURVATURE 135:00'- - T I J I J N 86'16'42 E- o N w f I C ^ - a c E I �') .J - I_ J L_ -N 86',6'42" E- m v o010 1 1 1 r I (.� L -N 66'16'42" E- 135.00'- ' -I m DID I __ 1 0 ? g L_ - N 8616'42" E- m P.C.C. POINT OF COMPOUND CURVATURE __ - -I r T L --N 86'16'42" E- 132.50'- -- ` y P.O.B. PLACE OF BE I 1 N n m 140.00- m GINNING -135.00'- -I 1 15' 0 1 n mr�.n^l -132.50 -- - 1 I ° n " ? TYPICAL EASEMENT DETAIL I I W I 511 I o i I 10-I N W i o o r I r 10' 1 oh ! l o > v I i o o P.O.C. PLACE OF COMMENCEMENT I I °.I 11 205s.f._ 10' I 575 �� 1° '-'I I IW °I 555 I I I NOTE: A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASEMENT P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT o + I o �•j o r 10' n o C o ° IS HEREBY GRANTED ALONG ALL FRONT AND REAR LOT L 10' yly 58 I o I WI- 10 01 1 1 . B.S.L. BUILDING SETBACK LINE Z I Z I 10'0 1 I o w 11,475s.f.± , 10'_ 568 0 11,925s.f.t T o1 543 LINES AND ALL SIDE YARD EASEMENTS SHALL BE 5 FEET , Io I _ _ J oI 11,475s.f.t I I $1 �- I I 110' /V I N.E.A. NON-EASEMENT AREA O w I L _I- -_ _ -- C I 1 m J m I- I 11,262s.f._ 10' -1 I alp, 11,900s.f.t 10' UNLESS SHOWN AND DIMENSIONED HEREON AS OTHERWISE. cri W LP I N.:86'1642" E J I �-, I 1 „ ,0' o I 1 I I v! Q SET CONCRETE MONUMENT zo _ 135_00_ _-r -I 1 I L J L- N 8676'42" E- I _ __ I° u L_ N 86"16'42" E - 135.00'- ' - -, L_ J J L N 8616'42" E- J L - -N 86'16'42" E 1 - O SET IRON PIPE 110,J a j- I N 86'16'42" E _ -132.50'-- -, _-140.00'- -1 Qp` w 10 Iu O -135.00'-- -I w i � _132.50- I I r T FOUND IRON PIPE 51.2 I� 1 c�! I °1 ? ,p� 1 I 1m L )`LQ, LINE TABLE NO. $ 1 15' I L10' I I c°0i 1 576 1p'-{ T J I ° 6 2004000'23008 C LyQ. CURVE TABLE NO. 11,205s.f.t wl 585 I ° I 33. 0' 33.00' 1� u. 556 l0 1 VI , 1p Filed for Record in w 1 I i Z °- 11,478s.f.t a 567 V I o. 0 542 KENDALL COUNTY, ILLINOIS _ I o °ool I In I I 11,915s.f.t I of 1p' I PAUL ANDERSON I _ � ° u 11,475s.f.t 10, 15' N 11,333s.f.± _ 1-15' 11,900s.f.t ry- - NOTES: N 86'16142" E- N 1 I I 1 u JN 110' I / I 1_10• 1 08-17-2004 At 08:50 am. J ^ 135.00' --1 t m o ° I u PLAT OF SUB 63.00 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC CAP r - m <„ G; 1 I- J L- -1- N 86'16'42" E- '--'- ^' 01 L J u: 1 1 I _-I t • � m I i I u i L_ N 86'16'42" E-- 135.32'-- - , u O I J L - N 86'16'42" E- AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ON -c 10'I m o �1� _ _135.00'- - -' -r 1 F T I7- w 12 1' N 82'46'37 E �15 N 86'16'42" E-1'"'- N _-140.00'- - 'f- u' 3012 SHEET ONE. ° I I w 081 a_ v, 1 130.9 1 ,31.03-' 1. m W 7--15 I o .1. > (- u= _ - "�" p 7-T rn wr N ` 513 to oo a m °�° _I I ° v o 1 NI v c 35.00' 00' I o n 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO SHEET v l I o I 1 m I 10 I °o I 577 I I'. r 1 I I I 1 10'J ro a ONE, FOR INDIVIDUAL LOT DIMENSIONS, TWO THROUGH FOUR, 1 11,205s.f.± °° �1 584 o I o m 1 557 lo'- 10' 541 I o ° i I I I o w I o l 12,394s.f.t 1 3. 566 Nlo r 1➢ r I j 61 0 11,475s.f.t 1 ,5' ro 33.00' Z ' 10• Q� 1 11,163s.f.t: 1� 7-1 , 12,739S.f.t I 3. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS HEREBY V I I N 86'16'42" E- `- I-to Im 1 '� 1 �12,022s.f.t %\ 1 GRANTED OVER ALL PORTIONS OF LOTS 3009 AND 3010. _-135.00'- 15 I A y o f TO I I I 10� L J } N 86'16'42" E- '- n a. a°� y �, 1 _ _ J� la '�\ /i/1 s09. 4. LOTS 3009, 3010, AND 3012 SHALL BE CONVEYS L - N 86'16'42" E - 541- 141.03'- J y 1 J r �} -rte \ \ \ /QR THE GRANDE RESERVE HOMEOWNERS ASSOCIATION. w 1 w -135:00' '� _ �o °_ 1 t5' 0 I I f 514 ml Io r ,0'-1 �I nI 1 SIN _13�' •1 -� , \ / N 115% \ S 5. A "STORMWATER MANAGEMENT EASEMENT" IS HEREBY `^ 1 1 10 10 m 10-1 r 1r�� „ /// > 6444 3 GRANTED OVER ALL OF LOTS 3009, 3010 AND 3012, 11,205s.f.t I7- I g ,d-1� - r N 1 i i i i �1 583 Io° 00 578 f 1J m AI gl� i \ \�,�o < 540 '°y/ /�� '>73 ^f _0 J_ J oI w 1 N wl° ' 558 m. °, y \�� N 88'00'11" E 329.68' 85.00'_ L -Ni 86'16'42" E- i 11,646s.f.± I 'w w 0 11 477s.f.t / 1\7 , 85.00' 85.00' 6. LOTS 494 AND 559 SHALL HAVE NO DIRECT VEHICULAR I I -, ��' i I 1 00' °�, 1 12,858;S.f.t \ o\ / O ° 74.68' T - -- -1 I---- { - 1 F -I-' 10', ACCESS TO GRANDE TRAIL. 135:00'-- -- I 12,872s.f.t I 1 565 1 1 ,o 6, r \ w / T - 1 7- - 5' s -1 i r 1 r II-15 3 .o . , a� 11,244s.f.t ml 15' `�' '�, °m 7-y\ \a /�4. / ' �- --- ° I I ° 5- I- 5• L - J J -S u {- l7- y d \ O' R 0/ 5' 5' 1 I- 1 0 7. LOTS 3009 AND 3010 SHALL HAVE NO DIRECT 86'16'42" E L_ N 86'16'42" E zo I VEHICULAR 0° .� _ -1 �! p1�E �'1 �s \`o? �B� \(./ o0ory�'/ 539 1 z 7-5 1 U ACCESS TO KENNEDY ROAD. \ 1 1_15' 515 I o r - -139.04'- f 10.01 m 145.00'- �- -_132.89'-- ` / zo r- I 1-i o \ d. c� 'Po ` '� / w ° 536 u i �- LAR r up -N 86'12'53' E-- w °A I I • r N L L N 11419��' m• \9 �� \ , 11,477s.f.± 538 j O o0 5 W 11,205S.f.t 110, of 1 I� W� 1 J Zfl of \ \ 11 695s.f.t g 537 0 11,050S.f.i 0 11,054S.f.t I m °�I I I 1 01 582 1N w 1 17- �W! o I 564 into \ \�� BOO vi I 1 rot 1 I I 1° 579 M',�y MI a - , s \ ^ ^ 11 050s.f.i I o 3012 N I t L _ - i_ .1 l of o \ o \ fI I N 86'16'42" E 10' . 13,783s.f.t ,p' 1 m -15' v�o o 559 r \ . 2 5' _ I I 3o_Bs.L_ . l- _ I o 1 135_00_ _ _ _ 1 14,076s.f.t ° I 11,718s.f.t 1- \ > _ .. - 1.28' I I u C S , qa o . 1 �'• A=2.25 R-7033.00' _ _ u: S y I`� F- ,d al 10' r+ 15 18,609s.f.t `� \ e�;g> ' 33^'�8?8•� a o I I o I ° C6=N 89'42'12" E M.L,IJ CB=S W I i r 33.00' . 33.00' I I By\ . 10.•-I �+! I ,J- \ 0 k' �.I J L. - - - - 1-- _j L-._J. ._C57 _ 112.82' •" Ac s9.4 z o a �. y? 30 `� 1 Q 1- _. _- ;� 10' \ a, S7' -�_ _ _J L 1 - --- as.o0' 55.47 1491p, YS), I ° 1 110'- > i 3A" E o \'Op,B° \ ' ' _ -140.76'- - J o r ) . �3° A�6. 92' 39.85 85.00' C25 N 89'45'57" E 160.96 R�2 F 1 I ° o0 1 516 I�, wl N 69'11 00 i \ S 79'59' .n `� 33'00'' 3.00' °r _ _S 83'04'01 _ N I S's / �°o, F S 88'00'11" W 265.32' n.. Iw I JJ to i 145• 04".E-IJ � Q E- 1 /�� 3?8• t/� \ w ° - " N o a 1 11,454s.f.t w v °.� �i S /- 100.00 J n 1 I h 1>S yo�\� o GI�NDE ° CS N 89'4557" E A=117• �ry • I-15' `' 0 0 15' \ O' /O of _ - N 88'00'11" E \, I I _1 ?, 581 t' I-lo'. 563 1` / a a c2 . 78' _ ce_ 1> OD .n v /^S' v 1- rn �\ y �/\ y� 3'OO 2 2 265.32' N 160.96' S>o 8 300 o I p fin L J N 22'40" E" _.- t� \ / .r? 1 o° SB^ 82' -, \ �- 14,405s.f.t / 1 11,464s.f.t 10' `O Q 3 A 1j0, c HEREBY DEDICATED Z I I 145.76' _ �y \ O• 580 1 a . I 'h o 56jQ \/ o ?00 / \�1. 68• >S'R=33 o C24 N 89'45'57" 16Q.96' F , ET CO ETE II I I T \ ,d \>'r 9 �. \ \s •°ry / 7p'- �f L _ / / ^° s.00' ° I q CB N 88'00'11" E 265.32' o u y �s \ 0 ( " ry I- 1 N S 772343"E 53.37' _ r - 154.93 NT m o o > o ° -s 7s I h 13,786s.f.i / ? ,, a_�4 s4' 44.00 44.00' C I I I \° '✓ 's o 9.`� a ,m 15,636s.f.t Io w 59'04" E_ y" /' " / / 3°,B,\ A=34.13' 43.95' - -1- -1 r u , I \ °m . `s\ \ ' r 7-40.00_ _ _- J t3 s m /�m� s.� / ! )-- -� I- --1- - r�` - --i r -- - I ° 1 S 894557 W Im 1-15 �. ? o ,s _ / II� o� 3 • s>• b/ c�0 / _ so''BS.L I j- I S1.87' 8,28w 517 Z7- S\ o I ?s' O I I Z 1 r, n o° oI J ^' I 4S ?7^f Ip• /Q • 4 0 I 1 I z N O to I o 16,067s.f.t // /\ �s s\ P„ , \ j 3°' es.L, �' o h 3 , / / Q o w w I \s„�° 2 S,, \�, / - J 1 N o °°I �m 562 1°'-1 7-o > \ \ y °°`Q" a^ �i / l 1 I Z 1 0 13 i p O In 1 w � 1 / // >O p. �° p0 11, /� _ _ o z 1 1� \ \ '� ? • I w ° I W8 cn 19P 1 0 / / \' \ w 4s _ _ l_ _ l I �3 13,3065-f.t to a 561 „ ; / 529 N _I 534 1 �o ,� =85.63' R=1 .00' ti� Il 1 1 ti \ H 7s'ss 30' 1 1 13 322s.f.it /- ^,� h ° ° I t _ I 1D' �(/ / / 16,258s.f.t ° 0 532 533 > o o �F ^y O N N N f o p o 0 °q W 91.00 250 ° B�S•L - ' 530 M 531 1 11,445s.f.t 1 11,655s.f.t I 12 175s.f.t IN I 5 9. s s . C \ L_ -.1 . f-lo / / JV" m oP m r, z / 13,530s.f.t 10 1 I 1 N i 3003 CB=N 72 27 29 W �o N C " 11 508s.f.t f I 6`' <� /'`0 ••<\ " 7 \-,�"' O• •V'1''T �a ` _ -7•- . �°°'•O o 4 \ / Z I I I I I_ 10'--I m P(" 'n 1 \ 7 ✓ \v o O /� \ 5' S'-1 5--1 5' O Iv I 1 �^ ' IT 9 1 -� / l l 5' 5' \�3 .F o 149.00, v I ' 115.00''--J �✓ 10J� i a o 1?S \ 5' L5' I 393 CV Q o V s. / 4 '�_ N m / I I I 1 1 M / // °/ \ M H 7859'04 W 157.83' 4z,83' _ / R o ' / /S 88SO199' `\ / 0 5' l 5 0 < / \ q s /� °� y F 1 ( J L-L - -- - J I--� - -- J L1---- J I -1- / /��5. °3. 59'04" E • Y AY n 0 S8,5j, .( J-„ - 84.04'1// \ 518 / 1812 � � 364.8-_215.83' o° C28 131 C29 / d 92,00 S 89 42 28 W 168.08 ,A Q / / \ 21,720S.f.t ��// \l % \� I r_ 80.00 �- S 7959' E HEREBY �-- v //p• /� 528 \ ]9.23' r w T' $0 00 04" 364.83' DEDICg7ED C6 » , w 10' ? ___ ;; s 7-s < 13 465s.f.i / 1 85'05 53 S 88.0011 w 392 o L i l l Doc ND z 400 19zs1 \\\ s /�^�ti 16539.f.± �I I T' 80_0 T_ 80 00 74.53 "`y Q Q \/�\\ /� W 85800' 011 W • lo' / S L so.sa / / X15 y / 1 I I ) " r' ' zs.7oM c2o NI' ,r�\ sseso�\ /'° _._---.------ GRANDE RESERVE \ _zo /. , 520 ,o w l ► I ­T0,79,L I 1` 0 1 (. _26 v o/ x$19"f\�\ 147. _ / s = / 11,778s.f.t o 521 o Iw ► I 1 ! I ?� Y y�l \Jl UNIT 2 l / zs' i.3o'L✓ �/ -�zo ___ s' / / 2 11,200s-" o 522 I� I W I 1 1 Q' _ Qf ' \ __ gl 523 i )i 33.00, , . _101/ o\\ 130.00' 11,200s.f.tlo o - I 1 7 33.00' 527 / 40' 'J l 5 _ 1 z ' 0 °111 200s.f.t ' o w I ` '��� 3003 8 7 22/04 REVISED LOTS 3011 & 3012 MEK w�D __ _ i _� 1 1 1 0 0 524 m �I 11,879s.f.t z I ,O ° I l 7 5/3/04 REVISE ESMTS PER REVIEW RECEIVED 4/27 04 MEK 1 / To NOR oqS (! 93.00' J L -� _ I I In I ° 11,200s.f.t 1 ° 525 ° Q - / 74,° N°�1<<NFgsFMfNT N 79'59'04• 0.00'- '� �--T -_ 10'1 11-7-0 ° ' 14,192s.f.t' �'J rn r - - �S77'45'21^ E o /of3 6 4/21/04 REVISE LOT 500,501,508,509,3011 EASEMENTS MEK Pq0 132 �S G W -..J o z 1 10' k�-Zlw '' I c - 1 r -147.98 _ / w 5 4/13/04 REVISE LOT 3011 SETBACK LINE MEK 3007 £?4 oN�gE S D 80.00' �+o°!N w • I`10' 7 4 3/22/04 REVISE LOTS 3011 & 3012 PER ENGINEER MEK qR1, /,y 80.00' ' J L_ L 5'-/ ' 1 0o Jo NI t r 3007 80.00 --► L_ 1 g V z "' 526 / Oi 3 3/17/04 REV. PER 2/17/04 REVIEW LETTER AND PER CLIENT MEK un w I m �1 m 11,500s.f.t /• 2 1/27/04 REVISED OUTLOT NUMBERS MEK 103.22, - _1 ti o I 10, h G L. ��• MIDWEST 1 1/20/04 REVISED LOT No.S, EASEMENTS & ST. NAMES MEK GRA DE RESERVE 66 0, z o /n PREPARED FOR: NOTES• .. ` _1__J TECHNICAL 11/17/03 ISSUED MEK • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN UNIT 4 _ CONSULTANTS, INC. MPI-2 YORKV1LLE CENTRAL LLC N0. DATE DESCRIPTION BY HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE TMON CONCRETE d 1 •9E' , P LAND SURVEYORS �,(Y N 7A• � www.midwtech.com POLICY AND LOCAL ORDINANCES. ..77 TELEPHONE: 6 Do Q'"Zr 57" W 630 505-0101 1832 CENTRE POINT DRIVE COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY 7 �eso�IMS05-0318 NAPERVILLE,1ILUNOIS 60563 SOB NO.: 265-140 DRAWN BY: MEK SHEET 3 OF 5 Lu • DIFFERENCE AT ONCE. w F0 S 10000'56" W g`n 9. a J:\265M4 SUBDIVISIONS\GR_UNIT7.&xV,07r=200609:03:59 AM,Mary FINAL PLAT GRANDE RESERVE P.I.N.: 02-14-100-007 P.I.N.: 02-14-100-009 UNIT 7 P.I.N.: 02-14-201-001 BEING A SUBDIVISION OF PART OF SECTION 14,TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS. BASIS OF BEARING N 5310'50" E SET CONCRETE ASSUMED THE CENTERLINE I 49.89' MONUMENT OF BRISTOL RIDGE ROAD 200400023008 TO BE: Filed for Record in KENDALL COUNTY, ILLINOIS F N 38'40'00" W 08-17-2004 At osacl PLAT OF SUB alp. Ir SCALE: 1" = 60' E3. 00 •oo, �6 ke• � �• �Oa 60 30 0 60 o S .'39"E , N 88.4336" E 384.27 ,x535.00 P R o GRANDE TRAIL W ° / - N 88'43'36" E - - - R�35p0 2 k °oAr }FOF \ N •�� P 19197'R=3 3900 384.27' A,393g5 1p HEREBY QO \ N •bO7, X77.4 E o Y DEDICATED �1. 2006 44\'� 3 ' / 4. .\ . PO & \ \ N S 8843'36" W 384.27' ` \ 20 \ N 577'43'39' W - - - --------- h• / 30' B.S.L. N 01'1624" W n i S 01.16'24" E I Z \ r .IA ° 15.00' c°,.o,l looc°n• 15.00' Q�d , . `Y 6o�ti mho //\,s/ J\r' __ g . * \ = / oG �I N\ \\I N 81'24'37 E 166.12 /$ORg \ W -�(pp / / I I \ __ 90 OD / ^�/ / of S Sj•24 37" W 186. N 0) 1 I Z I I o° / �� L I ° cn N 70 N I l o, I cn c h ¢ If e, I o I I ni 20' PU � I v a I I 1 I r 1--15 PU & DE cnlw I I' I 1'71 I1 Leo m o 35.0 �\ 10' PU & DE--I W ) I w \ I o I � N\ 10 I rn 0% I 04 N \°, I c 30' B.S.L. I N N m\ 3011 \ \ - mrn ; r 953,044S.f.t I- \\ \\ Sy. ,�� -- - - - - -- - - - -- � - - I S 88'32'49" W 240.59 If 35.00' I S 510T 10'PU & If IDe-I Lp �A N NOTES: r 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC CAP ow\pLo off\ / 20, pU & 0E-11 ; �r71 / AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ON It) V6 ,c�, � \ \ / o�/�(\ \ I I b • � .� � SHEET ONE. 2. FOR o \ �/ s\ �° I I _ / y SHEET ONE,RFOR INDIVIDUAL LOT DIMENSIONS, TO r P \ /;�50 i\ ,\ \s i II N 802117 W / EASEMENTS AND SETBACK LINES REFER TO SHEETS TWO /'�� \ s, 10.89' / I / • THROUGH FOUR. S 32 58 46 E S 3258'46" E 65.62' \�,Lp tea\ O Di 3. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS / 6,87' � S 13'41'20" w j HEREBY f,'RANYE5 OUTER ALL PORTIONS OF LOTS 3009 549 \ z 1 I°°° 47.60' AND 3010. 12,785S.f.± \ \\ \ I I N 13'41'20° E� / \ 4. LOTS 3009, 3010, AND 3012 SHALL BE CONVEYED TO � � �I I l2og5°o y�o\ \ L N\ I I N 26.34' 11°x\\ \ N THE GRANDE RESERVE HOMEOWNERS ASSOCIATION. n I I \ >\ \ 653;11 tJ- 5. A "STORMWATER MANAGEMENT EASEMENT" IS HEREBY 20'PU & DE-I I \ > OCA. GRANTED OVER ALL OF LOTS 3009, 3010 AND 3012. \ 6. LOTS 494 AND 559 SHALL HAVE NO DIRECT \ rn \ 548 20 0\ ^I N �\ \ • VEHICULAR ACCESS TO GRANDE TRAIL. �12,049s.f.t A, 7. LOTS 3009 AND 3010 SHALL HAVE NO DIRECT VEHICULAR ACCESS TO KENNEDY ROAD. o\ Ad cp.\y ar ` �\,N 14 05 4� 1 n two. 20' PU 30' B.S.L. I I I ,10"\ (Q An \ r- o, c \ 547 \ �o \ - T 1 - - I f N so 00 00• E \ sip N Y 20"\ 'F --N 90'00'00_E 250_04_ I. --- N 90'00'00" E 238.07'-- f I. --- � - - ------� --- -I--- -�I Iz 1�3_os_ 12,675s.f.t \ w I N 90.0000 E 636.20 62'56'28" E IJ 140.00_ --I u, a a � .--•f_ ° o 0 17'32'43" E �\ 58.95' 10 \ E O 3 .00' . , 35.00' rnI I 546 I 1 g •� QJ I IN 11,737s.f.t 10 i \\\ � 1° m m A=3 .32' R=93.00' X1-101 . I I C8 S 27.48'35" E L_I- N 8616'42" E-�-- 10 O � Os F �00 I$ I NI 545 x 10' $1 I 11,900s.f.t 7o•-j� ss� \\\\ •�?. z � \ I 10' �, I \ • r w 1 L_ - 86 76'42" E, - -J A=50.25' R=67.00' \\\ S 02 42 56 W N 140.00' E _ I CB=S 16.35'19° E 31.33' I- `" i t 10'PU & DE N iD I 3012 I I I 387,886s.f.t 1o'PU &3E� I7 1 3 co 544 ILC®CI�JO I m o °� I� 11,900s.f.t 10'-1 C) I t iv ------- I o mO I I N 68'29.21" W t t 8. Q �SUBDIVISION LIMITS 91 o SECTION LINE 0 L_ N 86'16'42" E 1 l F) - - 10'PU 10' „h° 4 1 m QUARTER SECTION LINE & DE/= . =67.00 3 10 0 o '' ° > CB=S 27.04'35" W 1$43 / N -- QUARTER,QUARTER SECTION LINE ° J I loo o 1p EXISTING R.O.W. LINE a �I I 1�°° o ( N 6828'21• W P.U. & D.E. HEREBY GRANTED °-I � 1 10.07'. •X\ I I-to' 11,900s.f.t 7o'-I ,o I -J I - c,0,669 / // / S 33'5334" W » SECTION CORNER r L_ -N 86'16'42" E ' I A=32.95' R=381.31' / 30.79 _ _140.00 - T 1 CB=S 57.41'05" W 'o- v 15 6 QUARTER SECTION CORNER 1 100 A=60.50' R=31 .98' �N CB=S 52'51'4 ° W� o I of I 542 1O +^ (mess.) MEASURED DISTANCE o �,OAG // / �O�• Y9 (r®c.) i 10, 1 11,900s.f.# 10--i S 45'33'57" W I �`� // ��'�6 8 7/22/04 REVISED LOTS 3011 & 3012 MEK RECORD DISTANCE � / � 7 5/3/04 REVISE ESMTS PER REVIEW (RECEIVED 4/27/04) MEK P.C. POINT OF CURVATURE .- I 23.81' /n / 'oq Gj 6 4/21/04 REVISE LOT 500,501,508,509,3011 EASEMENTS MEK L_ - N 86'16'42" E- ., G P.T. POINT OF TANGENCY N m _ .-140.00'- - _ I w / / / N O 5 4/13/04 REMSE LOT 3011 SETBACK LINE MEK R. RADIUS 35.0 ' - 35.00' wF c' ( o o ,O, 4 3/22/04 REVISE LOTS 3011 & 3012 PER ENGINEER MEK A. ARC LENGTH OF CURVE tp'J °D a \ + + 3 3/17/04 REV. PER 2/17/04 REVIEW LETTER AND PER CLIENT MEK I CB. CHORD BEARING n r-1o• ' 541 I `O o <3°�' / / �jh A) 2 1/27/04 REVISED OUTLOT NUMBERS MEK I ' 12,739s.f.t I N / 1� p�0 (7'� 1 1/20/04 REVISED LOT No.S, EASEMENTS & ST. NAMES MEK P.R.C. POINT OF REVERSE CURVATURE y O\\. ^� I /' �O• •'� 11/17/03 ISSUED MEK P.C.C. POINT OF COMPOUND CURVATURE i °(P I ` \ N0. DATE DESCRIPTION BY P.O.B. PLACE OF BEGINNING y ma I \ C7 V- P.O.C. PLACE OF COMMENCEMENT o• //3.5� 0 /�� ,gyp >>�d,. \ \\ , rS. P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT \ N 6 1118%/ \ 1• -A 9 i \ 96 A=19.88' R=116.62' •QJ - B.S.L. BUILDING SETBACK LINE _ ) _ 4___ ¢q�__ - - - - - - - - - C$=S--3S'b4�Z�» E ,,,{{{///�O'c- •� - - - - - N.E.A. NON-EASEMENT AREA ,\ 0 T < /� y�`' F N 88.00'11" E 329.68' \ Q SET CONCRETE MONUMENT �� 11 477s.f.±/ /�j 85.00' 85.00' \ OQ \ --1 f- ---� r- 7- --- 1 S 37'18'11" E 4Y \ do\ s \ ' � / O• T 74.68' _ 85.00_ •. O \ O SET IRON PIPE \ p -1 r 9i\ J /wo r- - - I �5, ° 5, 0 101-1 8.55' \ FOUND IRON PIPE c'ry.�O \ Op /.Ory `00/ 5' S' I I 5-I r5 \ 3011 / A=94.04' R=233.00' \ 0 0 5 Z I I g A=39.09' R=67.06' / L ND- LINE TABLE NO. �°' \ \`/� � 539 � / z r o I o � I � CB=S 16.57'02" E I / CiB=S 22'50'16" W C N.Q, CURVE TABLE NO. - l , 11,477s.f.t / ° w A 0 536 0 535 I 10' / , \ 11 695.f.± $ 537 g 11,050s.f.t o 11,054s.f.t I m I w r / A=34.25 R=25.00 ry N 11,050s.f.t I 10"/ CB=S 50.31'13" W / I 3E N 89.45'57" E 35.81' o A=2.25' R=1033.00' c/ o CB=N 89.42'12" E J L_i - - ---I L--- -LJ �_ _ � _ J ^LIB S69.41' 85.00' 85.00' 55.47' C57 _ 112.82' A--149. 10, S 88'00'11" W 265.32' w C25 N 89.45'57" E 10.96' R�2S� GRANDE TRAIL E T °� C5 N 89'45'571" E A_117 Rq - 160.96' I ' CB_S &-- /C \• / 0 485 00, FORE TECHNICAL BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECH PREPARED FOR: \ HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE NIC CAL CONSULTANTS, INC. MPI-2 YORKVILIE CENTRAL LLC POLICY AND LOCAL ORDINANCES. '' LAND SURVEYORS COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY TELEPHONE: www.midwtech.com DIFFERENCE AT ONCE. 630) 505-0101 832 CENTRE POINT DRIVE SHEET 4 OF 5 FACSIMILE SUITE 106 JOB NO.: 265-140 DRAWN BY: MEK 630 505-0318 NAPERVILLE, ILLINOIS 60563 OWNER: FINAL PLAT P.I.N.: 02-14-100-007 IN ACCORDANCE WITH THE PLAT ACT #86-1238 GRANDE RESERVE P.I.N.: 02-14-100-00 THIS PLAT HAS BEEN SUBMITTED FOR P.I.N.: 02-14-201-001 1 RECORDING BY: UNIT l OWNERS CERTIFICATE STATE OF ,ZkbM-4-- ) 200400023008 BEING A SUBDIVISION OF PART OF SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 ) SS Filed for Record in EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS. COUNTY OF 66 ApjE_ ) ---- - KENDALL COUNTY, ILLINOIS PAUL ANDERSON THIS IS TO CERTIFY THAT MPI-2 YORKVILLE CENTRAL LLC, AN ILLINOIS LIMITED LIABILITY CORPORATION, IS 08-17-2004 At 08:50 am. FLAT OF SUP F3. 00 THE FEE SIMPLE OWNER OF THE PROPERTY DESCRIBED IN THE FOREGOING SURVEYOR'S CERTIFICATE AND HAS CAUSED THE SAME TO BE SURVEYED, SUBDIVIDED, AND PLATTED AS SHOWN HEREON FOR THE USES AND PURPOSES HEREIN SET FORTH AS ALLOWED AND PROVIDED FOR BY STATUTE, AND DOES HEREBY EASEMENT PROVISIONS ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED. A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE THOROUGHFARES, STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR ANY IS HEREBY RESERVED FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY, ELECTRIC, GAS, TELEPHONE, CABLE TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE AGREEMENT WITH THE UNITED CITY OF YORKVILLE, THEIR SUCCESSORS AND ASSIGNS, THE EASEMENT AMERITECH ILLINOIS a.k.a. ILLINOIS BELL TELEPHONE COMPANY, GRANTEES, PROVISIONS WHICH ARE STATED HEREON. KENDALL COUNTY RECORDER'S CERTIFICATE 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, THE UNDERSIGNED FURTHER CERTIFY THAT ALL OF THE LAND INCLUDED IN THIS PLAT LIES WITHIN THE STATE OF ILLINOIS ) GUYS,ANCHORS,WIRES,CABLES, CONDUITS,MANHOLES,TRANSFORMERS,PEDESTALS,EQUIPMENT CABINETS OR OTHER BOUNDARIES OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115. ) S.S. FACILITIES USED IN CONNECTION WITH UNDERGROUND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, DATED AT E t([CP �/IY 5 THIS DAY OF - 20 COUNTY OF KENDALL ) COMMUNICATIONS,SOUNDS AND SIGNALS IN,OVER,UNDER,ACROSS,ALONG AND UPON THE SURFACE OF THE PROPERTY ji---�- -• O.Q. p SHOWN WITHIN THE DASHED OR DOTTED LINES(or similar designation)ON THE PLAT AND MARKED"EASEMENT"."UTILITY THIS INSTRUMENT 6P.$ , WAS FILED E RECORD IN THE RECORDER'S EASEMENT","PUBLIC UTILITY EASEMENT","P.U.E."(or similar designation),THE PROPERTY DESIGNATED IN THE DECLARATION - -- -- -- OF CE OF K DALL COUNTY, ILLINOIS, ON THE •_ DAY OF OF CONDOMINIUM AND/OR ON THIS PLAT AS"COMMON ELEMENTS"AND THE PROPERTY DESIGNATED ON THE PLAT AS CORPORATION NAME A.D., 200. AT -O'CLOCK _�.M. AND WAS "COMMON AREA OR AREAS",AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND ALLEYS,WHETHER PUBLIC ADDRESS _ RECORDED IN BOOK OF PLATS ON PAGE OR PRIVATE,TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH ---- ------ --- '�" LOT AND COMMON AREA OR AREAS TO SERVE IMPROVEMENTS THEREON,OR ON ADJACENT LOTS,AND COMMON AREA OR AREAS,THE RIGHT TO CUT,TRIM OR REMOVE TREES,BUSHES,ROOTS,SAPLINGS AND TO CLEAR OBSTRUCTIONS FROM --- -- - L '1y[� THE SURFACE AND SUBSURFACE AS MAY BE REASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN,AND THE RECORDER OF DEEDS ( RIGHT TO ENTER UPON THE SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. PRIVATE OBSTRUCTIONS SHALL NOT BE &,:J ,„ r 'l L ••-/; I J _� �. PLACED OVER GRANTEES'FACILITIES OR IN,UPON M OVER THE PROPERTY WITHIN THE DASHED AS DOTTED LINES(or f f ` W I�/�-7 "-'U�' � ,1 similar designation)ON THE PLAT AND MARKED"EASEMENT","UTILITY EASEMENT","PUBLIC UTILITY EASEMENT","P.U.E'(or CITY LERK'S CERTIFICATE similar designation),WITHOUT THE PRIOR WRITTEN CONSENT OF THE GRANTEES. AFTER INSTALLATION OF ANY SUCH BY: -__ ___ t • �_- _ STATE OF ILLINOIS I FACILITIES,THE GRADE OF THE SUODIVIDEP 'ROPERTY SHALL NJT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH PR SI ENT SECg�TA Y ) THE PROPER OPERATION AND ELEMENTS"SHALL H THEREOF. C; 6 / t�/(/"L/� R )SS THE TERM"COMMON ELEMENTS"SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE" CONDOMINIUM ' G !lam/ COUNT' OF KENDALL) '' • ' 1 �: PROPERTY ACT', CHAPTER 765 ILCS 605/2,AS AMENDED FROM TIME TO TIME. ---- keS D(w" i 61✓l a}:'. THE TERM"COMMON AREA OR AREAS"IS DEFINED AS A LOT,PARCEL OR AREA OF THE REAL PROPERTY,THE BENEFICIAL (PRINTED NAME) PRESIDENT (PRINTED NAME) SECRETARY APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THFr v r 'Q 'J�y.-r,� v USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE SEPARATELY OWNED LOTS, UNITED CITY OF YORKVILLE, ILLINOIS, BY•AR9VNfiA}6E• NO. 61150 ' `�--__ PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT,EVEN THOUGH SUCH MAY BE OTHERWISE DESIGNATED ON THE NOTARY CERTIFICATE AT A MEETING HELD THIS _aT4'tl DAY OF �i I! , 20-0-% PLAT BY TERMS SUCH AS"OUTLOTS","COMMON ELEMENTS","OPEN SPACE","OPEN AREA","COMMON GROUND","PARKING", �,••'`\.� Qf /� • `•,•,. AND"COMMON AREA". THE TERMS"COMMON AREA OR AREAS"AND"COMMON ELEMENTS"INCLUDE REAL PROPERTY STATE OF r't V165 ) • °® ................% SURFACED WITH INTERIOR DRIVEWAYS AND WALKWAYS,BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A SS • �•'•• BUILDING,SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL,RETENTION POND OR MECHANICAL - ) ) -- :' COUN Y OF ''pp'' -r .�- Y�,ytG '•,,i' • EQUIPMENT. •ry,i3Ocq CITY CLERK wM1e;„ RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTORILOT OWNER,UPON WRITTEN 1 _ C�j1 L• --, A NOTARY PUBLIC IN AND FOR THE COUNTY �1//''••TT ,.,•JJ P' ?• �Yl • REQUEST. -` AND S A AFORESg1p gQ�HEREBY CE ST Y THAT ,1-7.L!l � SSC`^•�� .....••''•�.;�•' AND IS- kamkim 111 P pNALI,Y K�O�WQI 0 E TO BE THE COUNTY CLERK'S CERTIFICATE CAI L UNITED CITY OF YORKVILLE PRESIDENT AND S CRETARY OF'�g=:L�Q1� V1$IIC GCJ}IIS11 �_, AS SHOWN ABOVE, APPEARED EASEMENT PROVISIONS BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND DELIVERED THE STATE OF ILLINOIS ) SAID INSTRUMENT AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS THEIR FREE AND )SS VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR THE USES AND COUNTY OF KENDALL ) PUBLIC UTILITY AND DRAINAGE EASEMENT PURPOSES THEREIN SET FORTH. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC AMERITECH,NICOR,COM ED,JONES _ COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, INTERCABLE,OTHER PUBLIC UTILITIES,AND HOLDERS OF EXISTING FRANCHISES GRANTED BY THE CITY OF YORKVILLE, GIVEN UNDER MY AND AND NOT IAL SEAL THIS DAY OF MIN---• 20-W--I. DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO ILLINOIS,AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS SHOWN ON THE PLAT AS"PUBLIC UTILITY r UNPAID CURRENT TAXES, NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE &DRAINAGE EASEMENT"(abbreviated P.U.&D.E.)TO CONSTRUCT,INSTALL,RECONSTRUCT,REPAIR,REMOVE,REPLACE, Ad 02 TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THE PLAT HEREIN DRAWN. I INSPECT, MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND LINES UNDER THE NOTAR UBLIC M %a -_ FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION SURFACE OF THE"PUBLIC UTILITY&DRAINAGE EASEMENT",INCLUDING WITHOUT LIMITATION TO TELEPHONE CABLE,GAS - _ WITH THE PLAT HEREIN DRAWN. MAINS,ELECTRIC LINES,CABLE TELEVISION LINES,AND ALL NECESSARY FACILITIES APPURTENANT THERETO,TOGETHER ¢ • WITH THE RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES ; S GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE, AND PURPOSES AND TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVE IMPROVEMENTS THEREON. z ' ILLINOIS, THIS _----_DAY OF _ 20-. A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE,ILLINOIS TO CONSTRUCT, INSTALL,RECONSTRUCT,REPAIR,REMOVE, REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION AND DISTRIBUTION OF WATER,STORM SEWERS,SANITARY SEWERS AND ELECTRICITY,WITHIN THE AREAS SHOWN ON THE PLAT AS"PUBLIC UTILITY&DRAINAGE EASEMENT",TOGETHER WITH A RIGHT OF ACCESS THERETO FOR THE PERSONNEL ----- AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES. COUNTY CLERK 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,SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED AS"PUBLIC UTILITY AND DRAINAGE EASEMENT"WHICH INTERFERE WITH THE CONSTRUCTION, INSTALLATION,RECONSTRUCTION,REPAIR,REMOVAL,REPLACEMENT,MAINTENANCE AND OPERATION OF THEIR UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO.NO PERMANENT CITY ENGINEER'S CERTIFICATE BUILDINGS,STRUCTURES,OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN,UPON, OR OVER ANY AREAS DESIGNATED AS STATE OF ILLINOIS ) "PUBLIC UTILITY&DRAINAGE EASEMENT",BUT SUCH AREAS MAY BE USED FOR GARDENS,SHRUBS,TREES,LANDSCAPING, ) S.S. DRIVEWAYS,AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE USES HEREIN COUNTY OF KENDALL) DESCRIBED. JOV1N W111>�t 1USE THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR THE ABOVE NAMED I,4Q&-M44VR9F, CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY ENTITIES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE SURVEYORS CERTIFICATE CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED. STATE OF ILLINOIS ) REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A ) S.S. ALL REQUIRED IMPROVEMENTS. MANNER SO AS NOT TO INTERFERE WITH,DAMAGE,OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND COUNTY OF DUPAGE ) FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED.NO USE OR DATED AT YORKVILLE, ILLINOIS THIS -DAY OF S OE-Y 200rf OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR THIS IS TO CERTIFY THAT WE, MIDWEST TECHNICAL CONSULTANTS, INC., PROFESSIONAL DESIGN FIRM-LAND CHANGE THE SURFACE DRAINAGE PATTERNS. SURVEYING CORPORATION NO. 184-002917, HAVE SURVEYED AND SUBDIVIDED THE FOLLOWING DESCRIBED PROPERTY: FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF ITS EASEMENT RIGHTS Y ENGINEER HEREIN GRANTED, SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION,INCLUDING BUT NOT THAT PART OF SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, LIMITED TO,THE RESTORATION,REPAIR OR REPLACEMENT OF PAVEMENT,CURB,GUTTERS,TREES,LAWN OR SHRUBBERY, DESCRIBED AS FOLLOWS: PROVIDED,HOWEVER,THAT SAID CITY SHALL BE OBLIGATED, FOLLOWING SUCH MAINTENANCE WORK,TO BACKFILL AND CITY COUNCIL CERTIFICATE MOUND ALL TRENCH CREATED SO AS TO RETAIN SUITABLE DRAINAGE,TO COLD PATCH ANY ASPHALT OR CONCRETE BEGINNING AT THE NORTHWEST CORNER OF GRANDE RESERVE UNIT 4, BEING A SUBDIVISION OF PART SAID SURFACE,TO REMOVE ALL EXCESS DEBRIS AND SPOIL,AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN SECTION 14, ACCORDING TO THE PLAT THEREOF RECORDED AS DOCUMENT STATE OF ILLINOIS ) AND WORKMANLIKE CONDITION. NUMBER ; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE, BEING ALONG THE )SS CENTERLINE OF KENNEDY ROAD, SAID CURVE BEING CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF COUNTY OF KENDALL) 800.00 FEET, HAVING A CHORD BEARING OF NORTH 08 DEGREES 32 MINUTES 19 SECONDS EAST, A STORMWATER MANAGEMENT EASEMENT PROVISIONS DISTANCE OF 342.37 FEET TO A POINT OF TANGENCY; THENCE NORTH 03 DEGREES 43 MINUTES 18 APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO ITS SUCCESSORS SECONDS WEST ALONG SAID CENTERLINE OF KENNEDY ROAD 531.27 FEET TO A BEND IN SAID CENTERLINE; t7C 7,f(1 / ' AND ASSIGNS,OVER ALL OF THE AREAS MARKED"STORMWATER MANAGEMENT EASEMENT"(abbreviated S.M.E.)ON THE THENCE NORTH 04 DEGREES 48 MINUTES 21 SECONDS WEST ALONG SAID CENTERLINE OF KENNEDY ROAD UNITED CITY OF YORKVILLE, ILLINOIS, THIS DAY OF ✓ 200 . PLAT FOR THE PERPETUAL RIGHT,PRIVILEGE,AND AUTHORITY TO SURVEY,CONSTRUCT,RECONSTRUCT,REPAIR,INSPECT, THEN 84 FEET TO THE SOUTHERLY RIGHT-OF-WAY 33 OF THE BURLINGTON NORTHERN RAILROAD COMPANY; MAINTAIN AND OPERATE STORM SEWERS AND THE STORMWATER MANAGEMENT AREA,TOGETHER WITH ANY AND ALL THENCE NORTH 73 DEGREES 32 MINUTES 33 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE 381.89 NECESSARY MANHOLES,CATCH BASINS, SANITARY SEWERS,WATER MAINS,ELECTRIC AND COMMUNICATION CABLES, DEGREES FEET; THENCE SOUTH 17 DEGREES 59 MINUTES 21 SECONDS EAST 55.89 FEET; THENCE SOUTH 02 DEGREES 35 MINUTES 38 SECONDS EAST FEET; THENCE SOUTH 24 DEGREES 40 MINUTES 44 CONNECTIONS,DITCHES,SWALES,AND OTHER STRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY BY SECONDS WEST 67.03 FEET; THENCE SOUTH H 21 21 DEGREES 39 MINUTES 24 SECONDS WEST 93.60 FEET; SAID CITY,OVER,UPON,ALONG,UNDER AND THROUGH SAID INDICATED EASEMENT,TOGETHER WITH THE RIGHT OF THENCE SOUTH 13 DEGREES 16 MINUTES 52 SECONDS WEST 124.19 FEET; THENCE SOUTH 09 DEGREES 31 YOR ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND EQUIPMENT TO DO ANY OF THE ABOVE WORK.THE RIGHT IS MINUTES 16 SECONDS WEST 72.18 FEET; THENCE SOUTH 11 DEGREES 38 MINUTES 49 SECONDS WEST ALSO GRANTED TO CUT DOWN,TRIM OR REMOVE ANY TREES,SHRUBS OR OTHER PLANTS ON THE EASEMENT THAT 76.97 FEET; THENCE SOUTH 01 DEGREES 01 MINUTES 20 SECONDS W€ST 88.91 FEET; THENCE SOUTH S& INTERFERE WITH THE OPERATION OF SEWERS OR OTHER UTILITIES.NO PERMANENT BUILDINGS SHALL BE PLACED ON SAID DEGREES 39 MINUTES 03 SECONDS EAST 177.96 FEET; THENCE SOUTH 18 DEGREES 48 MINUTES 53 EASEMENT. NO CHANGE TO THE TOPOGRAPHY OR STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT SECONDS EAST 139.03 FEET; THENCE SOUTH 26 DEGREES 38 MINUTES 06 SECONDS EAST 120.62 FEET; AREA SHALL BE MADE WITHOUT EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER,BUT SAME MAY BE USED FOR THENCE SOUTH 42 DEGREES 23 MINUTES 08 SECONDS EAST 79.74 FEET; THENCE SOUTH 80 DEGREES 19 PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS. MINUTES 54 SECONDS EAST 113.50 FEET; THENCE SOUTH 14 DEGREES 19 MINUTES 56 SECONDS EAST 44.16 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER MANAGEMENT A RADIUS OF 550.00 FEET, HAVING A CHORD BEARING OF NORTH 87 DEGREES 11 MINUTES 39 SECONDS AREA AND APPURTENANCES. THE UNITED CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY PROCEDURES AS EAST, A DISTANCE OF 191.99 FEET TO A POINT OF TANGENCY; THENCE SOUTH 82 DEGREES 48 MINUTES DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED CITY OF YORKVILLE. 21 SECONDS EAST 77.23 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING OF NORTH 62 DEGREES 28 MINUTES 01 SECONDS EAST, A DISTANCE OF 30.31 FEET TO A POINT OF REVERSE PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, THE UNITED CITY OF YORKVILLE, ITS SUCCESSORS, LICENSEES AND ASSIGNS,ARE HEREBY GIVEN EASEMENT RIGHTS HAVING A RADIUS OF 335.00 FEET, HAVING A CHORD BEARING OF NORTH 47 DEGREES 14 MINUTES 02 OVER ALL AREAS ON THE PLOT MARKED"PEDESTRIAN EASEMENT SECONDS EAST, A DISTANCE OF 227.96 FEET TO A POINT OF COMPOUND CURVATURE; THENCE "BIKE TRAIL EASEMENT",'PEDESTRIAN AND BIKE TRAIL NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF EASEMENT OR"STORMWATER MANAGEMENT EASEMENT",TO CONSTRUCT,STRUCT, INSTALL,RECONSTRUCT,REPAIR,REMOVE, 535.00 FEET, HAVING A CHORD BEARING OF NORTH 77 DEGREES 43 MINUTES 39 SECONDS EAST, A CITY PLAN COMMISSION CERTIFICATE REPLACE, INSPECT,MAINTAIN AND OPERATE PEDESTRIAN AND BICYCLE TRAILS,PAVED OR UNPAVED, FOR THE USE AND DISTANCE OF 205.41 FEET TO A POINT OF TANGENCY; THENCE NORTH 88 DEGREES 43 MINUTES 36 STATE OF ILLINOIS 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 384.27 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A )SS SHRUBS OR OTHER PLANTS WITHIN THE EASEMENT AREAS HEREIN GRANTED WHICH INTERFERE WITH THE CONSTRUCTION, CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 555.00 FEET, HAVING A CHORD BEARING OF COUNTY OF KENDALL) NORTH 70 DEGREES 57 MINUTES 13 SECONDS EAST, A DISTANCE OF 350.53 FEET TO A POINT OF INSTALLATION, RECONSTRUCTION,REPAIR,REMOVAL,REPLACEMENT, INSPECTION,MAINTENANCE AND OPERATION TANGENCY; THENCE NORTH 53 DEGREES 10 MINUTES 50 SECONDS EAST 49.89 FEET; THENCE SOUTH 36 APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE THEREOF.NO TEMPORARY OR PERMANENT BUILDINGS,STRUCTURES OR OBSTRUCTIONS SHALL BE PLACED ON OR OVER DEGREES 49 MINUTES 10 SECONDS EAST 173.82 FEET; THENCE SOUTH 33 DEGREES 39 MINUTES 10 ''II '',//yy / SAID EASEMENTS THAT INTERFERE WITH THE RIGHTS HEREIN GRANTED. SECONDS EAST 80.00 FEET; THENCE SOUTH 30 DEGREES 12 MINUTES 25 SECONDS EAST 72.54 FEET; UNITED CITY OF YORKVILLE, ILLINOIS, THIS �_bAY OF- V 200q THENCE SOUTH 14 DEGREES 12 MINUTES 58 SECONDS EAST 66.46 FEET; THENCE SOUTH Ot DEGREE 27 MINUTES 11 SECONDS EAST 320.00 FEET; THENCE SOUTH 04 DEGREES 49 MINUTES 10 SECONDS EAST 10.02 FEET; THENCE SOUTH 88 DEGREES 32 MINUTES 49 SECONDS WEST 240.59 FEET; THENCE SOUTH 59 - - DEGREES 18 MINUTES 32 SECONDS WEST 118.42 FEET; THENCE SOUTH 13 DEGREES 41 MINUTES 20 law A SECONDS WEST 151.75 FEET; THENCE SOUTH 32 DEGREES 58 MINUTES 46 SECONDS EAST 65.62 FEET; CHAIRMAN THENCE SOUTH 22 DEGREES 08 MINUTES 40 SECONDS EAST 91.95 FEET; THENCE SOUTH 18 DEGREES 19 MINUTES 52 SECONDS EAST 148.95 FEET; THENCE SOUTH 37 DEGREES 11 MINUTES 20 SECONDS EAST 164.22 FEET; THENCE SOUTH 02 DEGREES 42 MINUTES 56 SECONDS WEST 31.33 FEET; THENCE SOUTH 04 CITY ADMINISTRATOR'S CERTIFICATE DEGREES 53 MINUTES 48 SECONDS WEST 97.02 FEET; THENCE SOUTH 33 DEGREES 53 MINUTES 34 SECONDS WEST 30.79 FEET; THENCE SOUTH 49 DEGREES 16 MINUTES 29 SECONDS WEST 168.29 FEET; STATE OF ILLINOIS ) THENCE SOUTH 44 DEGREES 15 MINUTES 13 SECONDS WEST 90.35 FEET; THENCE SOUTH 43 DEGREES 01 )SS MINUTE 04 SECONDS EAST 125.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE COUNTY OF KENDALL) TO THE SOUTHEAST, HAVING A RADIUS OF 233.00 FEET, HAVING A CHORD BEARING OF SOUTH 22 DEGREES 50 MINUTES 16 SECONDS WEST, A DISTANCE OF 94.04 FEET TO A POINT OF REVERSE APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE CURVATURE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, ••gy�pp ( HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING OF SOUTH 50 DEGREES 31 MINUTES 13 UNTIED CITY OF YORKVILLE, ILLINOIS. THIS vq�DAY OF V Cr4"�" _-, 20C SECONDS WEST, A DISTANCE OF 34.25 FEET TO A POINT OF TANGENCY; THENCE NORTH 89 DEGREES 45 MINUTES 57 SECONDS EAST 35.81 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 208.00 FEET, HAVING A CHORD CITY ADMINISTRATOR BEARING OF SOUTH 69 DEGREES 41 MINUTES 57 SECONDS EAST, A DISTANCE OF 149.10 FEET TO THE MORTGA 'S C RTIFICATE WEST-MOST NORTHWEST CORNER OF LOT A IN GRANDE RESERVE UNIT 5, BEING A SUBDIVISION OF PART STATE OF _ ) OF SAID SECTION 14, ACCORDING TO THE PLAT THEREOF RECORDED _ LL ) SS AS DOCUMENT NUMBER THENCE SOUTH 51 DEGREES 28 COUNTY OF ���L MINUTES 28 SECONDS WEST ALONG THE NORTHWESTERLY LINE OF SAID GRANDE RESERVE UNIT 5 A KENDALL COUNTY RIGHT TO FARM STATEMENT _(��q�_ (�inK �_ •2 -HOLDER OF A MORTGAGE ON THE PROPERTY DISTANCE OF 71.87 FEET TO THE NORTHEAST-MOST NORTHEAST CORNER OF LOT 3S IN GRANDE RESERVE DESCRIBED HEREIN, HEREBY CONSENTS TO THE EXECUTION AND RECORDING OF THE ABOVE AND UNIT 2, BEING A SUBDIVISION OF PART OF SAID SECTION 14, ACCORDING TO THE PLAT THEREOF NOTICE: F E OING LA F S SION AND HEREBY SUBMITS ITS ORTGAG RECORDED RECORDED _ AS DOCUMENT NUMBER KENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND RESPECTS S C ENT NUMBER %Z �(J, .Z IN 1HE OFFICE OF 1NE ---; THENCE NORTHWESTERLY ALONG THE NORTHERLY LINE OF THE ROLE THAT FARMING CONTINUES TO PLAY IN SHAPING THE ECONOMIC RECORDER OF DEEDS, -� COUNTY, ILLINOIS, TO ALL OF THE PROVISIONS THEREOF. SAID LOT 3S, BEING ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF VIABILITY OF THE COUNTY. PROPERTY THAT SUPPORTS THIS INDUSTRY IS wt_ 138.00 FEET, HAVING A CHORD BEARING OF NORTH 72 DEGREES 27 MINUTES 29 SECONDS WEST, A INDICATED BY A ZONING INDICATOR - A-1 OR AG SPECIAL USE. ANYONE IN WITNESS WHEREOF, THE SAID ` U� �VA S CAUSED THIS DISTANCE OF 85.63 FEET TO A POINT OF TANGENCY; THENCE WESTERLY ALONG THE NORTHERLY LINE OF CONSTRUCTING A RESIDENCE OR FACILITY NEAR THIS ZONING SHOULD BE AWARE 1 1RUMENT"T BE SIGNED BY ITS DULY U PRIZED OFFICERS ON ITS BEjiA�IF�AT SAID LOT 3S THE FOLLOWING NINE (9) COURSES: 1) SOUTH 89 DEGREES 45 MINUTES 57 SECONDS WEST THAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN OCCASIONAL SMELLS, � - THIS -_4LWT DAY OF 154.93 FEET; THENCE 2) SOUTH 00 DEGREES 20 MINUTES 41 SECONDS EAST 139.42 FEET; THENCE 3) DUST, SIGHTS, NOISE, AND UNIQUE HOURS OF OPERATION THAT ARE NOT TYPICAL -• 20�' IN OTHER ZONING AREAS. SOUTH 88 DEGREES 00 MINUTES 11 SECONDS WEST 85.00 FEET; THENCE 4) SOUTH 89 DEGREES 42 MINUTES 28 SECONDS WEST 168.08 FEET; THENCE 5) SOUTH 88 DEGREES 00 MINUTES 11 SECONDS WEST BY:- -- - 92.00 FEET; THENCE 6) SOUTH 85 DEGREES 05 MINUTES 53 SECONDS WEST 79.23 FEET; THENCE 7) / J SOUTH 19 DEGREES 19 MINUTES 51 SECONDS WEST 230.12 FEET; THENCE 8) NORTH 79 DEGREES 46 "ALL LOTS WITHIN THIS SUBDIVISION ARE INC�LUDEQ WQTTHIV THE UNITED CITY OF 1'� (.j• ACt1G 1 - y�Q�r7 ( MINUTES 57 SECONDS WEST 134.98 FEET; THENCE 9) SOUTH 10 DEGREES 00 MINUTES 56 SECONDS WEST YORKVILLE SPECIAL SERVICE AREA NUMBER•_+-jW AND ARE SUP JECT TO PRINTED N ME AND TITLE 9.42 FEET; THENCE NORTH 79 DEGREES 59 MINUTES 04 SECONDS WEST ALONG THE NORTHERLY LINE OF AN ANNUAL T�AA.XX�LEVY IN ACCORDANCE WITH THE PROVISIONS OF CITY C RDINANCE 6 4 GRANDE RESERVE UNIT 6, BEING A SUBDIVISION OF PART OF SAID SECTION 14, ACCORDING TO THE PLAT NO. ��, "AN ORDINANCE ESTABLISHING UNITED CITY OF YORKVILLE THEREOF RECORDED _ AS DOCUMENT NUMBER SP�EUt'L SERV AREA NUMBER 2003-000" ADOPTED BY THE CITY COUNCIL ON ATTEST: , A DISTANCE OF 66.00 FEET; THENCE NORTH 79 DEGREES 59 MINUTES 04 -`� D AND FI ED FOR RECORD IN THE RECORDER'S OFFICE OF /�/�/� • • .�y� A -`R1 SECONDS WEST ALONG THE NORTHERLY LINE OF SAID GRANDE RESERVE UNIT 4 A DISTANCE OF 885.63 TO KENDALL, COUNTY ON "rte- AS DOCUMENT NUMBER ]L+5/!y� n S1 i!Nt -ssu • THE PLACE OF BEGINNING; SAID PARCEL OF LAND HEREIN DESCRIBED CONTAINS 85.8562 ACRES, MORE OR t LESS; ALL IN KENDALL COUNTY, ILLINOIS. PRINTED NAME AND 71TLE 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 AND DECIMAL PARTS THEREOF. NOTARY NTIFICATE STATE OF ) WE FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY IS LOCATED WITHIN A SS SPECIAL FLOOD HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY BASED COUNTY OF ) ON FIRM 170341-0020C, DATED, JULY 19, 1982. ALL OF THE PROPERTY IS LOCATED IN ZONE C, AREAS � OF MINIMAL FLOODING. `�`�•-� A NOTARY PUBLIC IN AND FO THE CO U Ty WE FURTHER CERTIFY THAT WE HAVE SET ALL SUBDIVISION MONUMENTS AND DESCRIBED THEM ON THIS AND 1E AFORESAID, 0 HEREBY, RT1FY THAT �� FINAL PLAT AS REQUIRED BY THE PLAT ACT (ILLINOIS REVISED STATUTES 1977, CHAPTER 109 SECTION 1). AND L RSO LL T TO BE THE UI C.0 PRESIDENT AND SECRETARY OF S SHOWN ABOVE, APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND WE FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE PLAT HEREON DRAWN IS SITUATED WITHIN THE DELIVERED THE SAID INSTRUMENT AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE, ILLINOIS, WHICH IS EXERCISING THE SPECIAL THEIR FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR POWERS AUTHORIZED BY DIVISION 12 OF ARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE AS AMENDED. THE USES AND PURPOSES THEREIN SET FORTH. GIVE GIVEN UNDER OUR HAND AND SEAL AT NAPERVILLE, ILLINOIS, THIS 5th DAY OF MAY, A.D., 2004. �_ 205)44 8 7/22/04 REVISED LOTS 3011 B 3012 MEK NDER MY HAND D RIAL SEAL THIS DAY OF NOTARY U LIC 7 5/3/04 REVISE ESMTS PER REVIEW (RECEIVED 4/27/04) MEK , JSSEI.L W.046� 5 4/21/04 REVISE LOT 500,501,508,509,3011 EASEMENTS MEK STATE OF y 5 4/13/04 REVISE LOT 3011 SETBACK LINE MEK r -!u� ILLINOIS ..��.-: s RUSSELL W. OLSEN, P.L.S. # 2718 PROFESSIONAL 4 3/22/04 REVISE LOTS 3011 & 3012 PER ENGINEER MEK pIIL>MIK' az VICE PRESIDENT LAND SURVEYOR 3 3/17/04 1 REV. PER 2/17/04 REVIEW LETTER AND PER CLIENT MEK Pow" LICENSE EXPIRES 11/30/04 NO,035-002718 2 1/27/04 REVISED OUTLOT NUMBERS MEK FAA*� �V +gOFRVIILE\� 1 1/20/04 REVISED LOT No.S, EASEMENTS & ST. NAMES MEK 11/17/03 ISSUED MEK GSA gRUC/[F4�� N0. DATE DESCRIPTION BY STATE OF F BRUCE A. BRUCKELMEYER, P.L.S. # 2456 CO ILLINOIS PRESIDENT PROFESSIONAL LICENSE EXPIRES 11/30/04 LAND SURVEYOR NO.035-002456 NOTES: MID • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNIC AL PREPARED FOR: �gpFRVILtE\� HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS, INC. MPI-2 YORKVILLE CENTRAL LLC POLICY AND LOCAL ORDINANCES. I' LAND SURVEYORS • COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY TELEPHONE: www.midwtech.com DIFFERENCE AT ONCE. �630� 505-0101 1832 CENTRE POINT DRIVE 6 0) 505-0318 NAPERVIIILLLEE,1ILLINOIS 60563 JOB NO.: 265-140 DRANK 07: MEK SHEET 5 OF 5