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Resolution 2004-12 oversize plat (unit 8) BASIS OF BEARING FINAL PLAT P.I.N.: 02-11-300-005 .KENDALL CU9 GRANDE RESERVE P.I.N.: 02-14-100-007 in ASSUMED THE CENTERLINE PAUL ANDRSCOUNTY, ILLINOIS P.I.N.: 02-14-201 -001 OF BRISTOL RIDGE ROAD 08-1 -2004 At (1LAT OF At DB:62. 00 01. UNIT 8 TO BE: PLAT DF SU8 N 38 040'00" W BEING A SUBDIVISION OF PART OF SECTIONS 11 AND 14, TOWNSHIP 37 NORTH, RANGE THIS UNIT CORRESPONDS TO NEIGHBORHOOD 9 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS. AS SHOWN IN THE ANNEXATION AGREEMENT. ZONING OF LOTS 589 THROUGH 723 SHOWN HEREON IS "R-2 P .U.D. " FOUND 3/4" (1" O.D.) IRON PIPE AT CORNER I N� i / GQMP S 16'27'34" E SON MP CN \9,A1 AMP PN� 105.89; EDq,10 REC R / G i 1 D 0C. O#, C0 GQM co ,� M�ON ` g� n r gUR�\NGjO $o N I Q lGN\G /' ' / $'� 3013 I N o Oo o o00 0S' O M l! o o 4 NORTHEAST CORNER OF \\ 0 N A=74.58' R=100.00' N YXJ N a¢ L4f7 THE NORTHWEST Q UARTER O >> SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 11-37-7 N R y C6=N 21'21'57" E �"o o y;1 > 5 ECTION 14-37-7 ,D IRON PIPE AT CORNER - 11 380.00' - - - - - 1 29n0.0�0r7 rrr goo, _ - - - - - - - �R e�. 6 > T O -5� � `�� v, FOUND STONE AT CORNER N FOUND 3/4" (1" O.D.) PER MONUMENT RECORD 76-3406 W z °o A=49.97 R=67.00 4' P.R.C. IRON PIPE AT CORNER 7 O ° 14 CB=N 21'21'57" E P C' S 89.59'57" W :ORTH LINE OF THE NORTHEAST QUARTER OF SECTION 14-37-7 i A=105.73' R=133.00' J a 24.00' Q a a z CB=N 19'57'33" E m A=99.20' R=133.00' 0 8 : C) a ' w CB=S 21'21'57" W Z S 0'51"N 02' A=53.26 R=67.00142.04 P.T. P.C. 9 A=15.50' R=1000.00' CB=S 19'57 33 W /I Z or. , n P.C. •� A=79.49' R=100.00' UNSUBDI�, '©ED r-� CB=N 02'2212 CB=N 19'57'33 E N 72'00 r 47" E Q I BERRYWOOD UNSUBDIVIDEC , wo LFNE M S 02'48'51" E S 81'15'46" E 84.41 N a' 142.04 87.83' I < ° n A=16.52' R=1066.00' N 72'00'47" E 41Q N 85047'34" E d S 75'08'22" E 66 72r w N N 75'14'58" E 3 33.00' CB=S 02'22'12" E --� 72.08' 103.42 3 168.15 n w H o " M A=16.01' R=1033.00' " ' ° N 80'44 34 E N 87'09 44 E N 87'0213 E a2 N o Z o " N 70'40'16" E 78.66' M �I� "' CB=N 02'22'12" W , N o s M 78.90 72.70 � o 78.87 N 78'02'56" E Z N 79'49'26" E wa3, w } U o N 70'33'27" E o o N 88'04 27 E 81.97' S 81047'25" E 0 Z M I- LU 81.83' 78.66 Z N 132.61 80.01' I U= Q T � S o " N 79026'14" E 0 °s ° N 66'33 35 E S 87'59'39" E N 88'04 27 E j 81.83' 75.83 _ 296.09 _ 44 y� - 189.84' N 5310'50" E �, t as 1 113.98' 1, • 721 722 " W S 36'4910 E 712 71 a 71 s 720 81'47)10 E 0 82.59' 710 711 713 714 715 716 717 723 87.81' ►� 708 709 N 88'59'05" E M o v. 706 707 LANE 95'12' 3014 M o 0 f SITE MAP •yo, ; 705 MARIA ICDO •kc) 704 FOUND 3/4" (1" O.D.) FOUND 3/4" (1" O.D.) (n IRON PIPE 0.48' NORTH IRON PIPE AT CORNER 703 NN 600 597 596 595 594 593 592 591 P 599 5 590 589 FOUND STONE WITH 598 CROSS AT CORNER I � P I y \ c� 663 702 437.90'(MEAS.) S 87'45'51' W 116P.810' (REC.) 0 664 OUND STONE 8 4'27" W 11 8.32' (ME S.) w S 88'04'55" W S 87'45'51" W 438.0' (REC. #892461) 662 701 AT CORNER 70 Z N 89'50'49' E 437.90' (REC. /9801498) I G?�N 602 IRON PIPE20.13' SOUTH ) ¢ 61 • " 9 665 FOUND 1/2" /4' O.D.} FOUND 1/2 (3/4" O.D. Q min N 33039 10 W�• 661 700 71 IRON PIPE 7' SOUTH ) C IRON IPE ON LINE 80.00 O 603 69 FOUN 1/2" (3k- O.D.) Q o� N 30'12'25" W� . 666 V RO PIPE 0.4 ' NORTH 2L LL G 72.54' sso sss o w " 667 soa p,RD DR/[/ 60 �N N 14'12 66.46 r 659 698 72 �'� P I m I Z 668 605 0 N 04'49'10" W o_ 658 697 59 10.02' ni o sos `� 7� \ _\4 N 88'32'49" E 669 FOUND 1 " ROD 301 I 240.59' a CD 657 670 696 607 N 0.63' WEST ZE N 59'18'32" E 695 58 sss m 7� � g� �© �`� 671 FOUND 3/4" ( " O.D. 694 608 mIRON PIPE 0.1 WEST 644 645 655 672 N 13041'20" E 1 ° 693 m sos o 151.75' I 643 646 654 IT 673 692 610 m r FOUND 3/4 (t 0 D.) IRON PIPE .i T N 32'58'46" W 642 653 674 cn > 65.6 ' 647 691 611 v LEWIS STREET LLI N 40" w I 652 w 675 91 955 1 �1 = 648 690 612 FOUND 3/4" (1 0. .) - `t\ 651 ° IRON PIPE 0.2 WET Q Z N 18'19'52" W 640 649 676 689 613 80 Z 148.95 677 FOUND 3/ " (1" O. .) o Q 650 688 IRON PIP 0.08' WE T 0 N 37'11'20• IW \• 639 614 FOUND 3 " (1' 0 D.) 64.22' C' 678 IRON PIPE ON LINE N 02'42'5 " E \ 638 G�� 687 615 1 82 3' .33' 679 FOUND 1 /4" (1 /2" 0 .) SCALE: 1" =150' 3012 N 04'5 '48" E 637 oV� 680 686 616 N IRON PIPE AT CDR 4ER ...}}}1 97'02 ;F 681 685 O FOUND 1 /4" (1 1/2" .D.) N 33,53''79 636 z 681 6� 617 IRON PIPE ON U E 150 75 0 750 N 49'16 29 E 618 4W', 86 682 683 FOUND 1 1/4' (1 1 2" D.) 168•ddd91 / �' 635 m IRON PIPE 0 LINE � w P.O.B. I LAC Q�C Goo > " 634 GFL 00 Q NORTHEAST C RNER F LOT A' f N 44'1513 E i � F 619 F SERVE UNIT 5 SUBDIVISION LIMITS 90.35' RT SET CONCRETE MONU ENT ---- 633 ��\GE 623 N � SECTION LINE OUARTER SEC N 632 43'01'04" W �J tqS -- SECTION LINE 125.00' 627 626 625 624 622 621 620 FOUND 1" (1 1/4" O.D.) Z O M a --- QUARTER,QUARTER SECTION LINE I A=94.04' R=233.00' 628 IRON PIPE AT COR ER O o z ® --- EXISTING R.O.W. LINE ' N 22' 0,16" E 629 S 3856'26" W MS O U) � P.U. & D.E. HEREBY GRANTED 630 S 88'59'18" W 613.02' 8 �' 0�-I w . 0 C y'�yp� 536 535 / 300 105.65' X IT --7 z � { ;F SECTION CORNER ss A=3 .25' R 25.00' 0 ti d wYL 3 9u >v 1 CB N 50' 1'13" E C 631 1�� ' 347 348 349 350 351 352 M v1 1r - < GRANDE TRAIL 346 c M U'1 �. 345 350 6; 156 QUARTER SECTION CORNER HERETOFORE DEDICATED I 353 FOUND 1" (1 1/4" .D.) P. C) Y� 344 IRON PIPE 0.38' EA T z (meal.) MEASURED DISTANCE 89'4 57 W S •48' W ELLSW'ORTH DRIVE Fib (fec.) RECORD DISTANCE 53S 53 35.81 ��`�o°�c � .= A- 49.10' R=20 •00', 86• G 92 P.C. POINT OF CURVATURE 393 04 NOTES: P.T. POINT OF TANGENCY B=N 9'41 5 W 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC \ 95 396 301 J 8 5 RONNPIPE (0.03'4E T ) CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE R. RADIUS 392 394 / ON SHEET ONE. A. ARC LENGTH OF CURVE A I 399 94 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO CB. CHORD BEARING 391 356 SHEET ONE, FOR INDIVIDUAL LOT DIMENSIONS, P.R.C. POINT OF REVERSE CURVATURE 426 425 400 (j EASEMENTS AND SETBACK LINES REFER TO SHEETS P.C.C. POINT OF COMPOUND CURVATURE LU 390 G / 427 TWO AND THREE, P.O.B. PLACE OF BEGINNING xy 4'01 I 3_,r j 3. LOT 3014 SHALL BE CONVEYED TO THE GRANDE P.O.C. PLACE OF COMMENCEMENT U) C, I z8a I G� 424 / RESERVE HOMEOWNERS ASSOCIATION. LOT 3013 SHALL P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT _ BE CONVEYED TO THE UNITED CITY OF YORKVILLE. B.S.L. BUILDING SETBACK LINE � � I �� (;'( 402 1 356 /� N.E.A. NON-EASEMENT AREA p � 3003 38 P �O\GO� 423 4. A "STORMWATER MANAGEMENT EASEMENT" IS L ( gS HEREBY GRANTED OVER ALL OF LOT 3014. E3 SET CONCRETE MONUMENT Q \ 4031 0 35 ! SET IRON PIPE � 3 7 422 FOUND t" (1 1/4" .D.) 5. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS CD IRON PIPE,ION LINE HEREBY GRANTED OVER ALL PORTIONS OF LOTS 3013 • FOUND IRON PIPE RA[� E RE S VE II \en3 ' AND 3014. L L14.,. LINE TABLE NO. 386; r T u 42' 360 T r --7 EDYftHE S ' Rte- - 6. LOT 611 SHALL HAVE NO DIRECT VEHICULAR ACCESS C rLQ, CURVE TABLE NO. TO LEWIS STREET. LOTS 631 AND 663 SHALL HAVE NO 3ft 405 FOUND (1 1/4" 0 .) DIRECT VEHICULAR ACCESS TO GRANDE TRAIL. 43� 43` 420 �� 3 1" IRON PIRE ON LINE 436 \ 1100 384 406 RAN !- R ERVE I 1 1'- �' 362 ON�I1- (1 1/4- .D.) 9 i R I 363 40' 1 LYNWOOD SUB !vSI rN 4 5/3/04 REVISE ESMTS PER REVIEW (RECEIVED 4/27/04) MEK 418 363 EXTENSION SI.( 3 3/17/04 REVISE PER 2/17/04 REVIEW LETTER AND CLIENT MEK 00 NO 1a 1e 382 406 REC.Ni6R0N9.1.57 2 1/27/04 REVISE OUTLOT NUMBERS MEK 438 364 1 02 1 1/20/04 REVISED LOT NUMBERS & STREET NAMES MEK 12/17/03 ISSUED MEK NO. I DATE DESCRIPTION BY TOTAL AREA HEREBY SUBDIVIDED TOTAL 56.0639 ACRESt 2,442,144 SO. FT.± AREA IN LOTS 589 THROUGH 723 MIDWEST 36.6479 ACRES± 1 ,596,383 SO. FT.± FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNICAL PREPARED FOR: LOT 3013 HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS, INC. MPI-2 YORKVILLE CENTRAL LLC 2.5350 ACRESt 110,423 SQ. FT.± POLICY AND LOCAL ORDINANCES. '' LAND SURVEYORS LOT 3014 COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY TELEPHONE: www.midwtech.com 630 505-0101 1832 CENTRE POINT DRIVE 5.0670 ACRES± 220,718 SO. FT.± DIFFERENCE AT ONCE. AC (MILE SUITE 106 JOB NO.: 265-140 DRAWN BY: MEK 630 505-0318 NAPERVILLE, ILLINOIS 60563 RIGHT-OF-WAY SHEET 1 OF 4 11 .8140 ACRES± 514,620 SO. FT.± FINAL PLAT FOR CONTINUATION SEE SHEET 1 OF 1 P.I.N.: 02-11-300-005 BASIS OF BEARING GRANDE RESERVE ''' P.M.: 02-14-100-007 ASSUMED THE CENTERLINE 3 r-- P.M.:.: 02-14-201-001 OF BRISTOL RIDGE ROAD ' in*;g TO BE: tom pi UNIT 8 p N 3840'00" W BEING A SUBDIVISION OF PART OF SECTIONS 11 AND 14,TOWNSHIP 37 NORTH, RANGE c4 N O 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,ALL IN KENDALL COUNTY, ILLINOIS. w N S 8115'46" E Z D 79'49'26" E N 88'04'27" E 296.09' 87.83' z N 88'04'27" E N 8709'44" E N J� 132.61' S 87'59'39" E 189.84' 819r _ S 7508.22" E 16815 1 78.90 3012 E N 85'47'34" � 75.00'__ _ -- - E �, S 88'04'27" W 830.49' --- �pp4p(tp�3pU9 N 75'14'58" E 80'44°4* 103.42' _75.00' 75.00' __ _ -- - - _ 1 75.00' 75.00' r j -I r 5�6 6g02'p9, Fi 1 ed 75.00' 75.00' -� F - -I- - f -1 f o I-5 b F �7� 75.00' E N Z 90.50' 75.00' -1 I ----r '� F-- - --1 -I r - - 1- -� F-- -T- o 0 4-s' 0 1-5 far Record in 72.08' 8'02 " _ 78.66' - _ _ _ _ _ - I ° �5 o L5 I_5 5- �-p o L5' ° 1 �5• KENDALL COUNTY 7 _ ` ° o I 5'--1 5-I N 5'-I � ^ 83 qp. PAUL ANDERSON ' ILLINOIS + " E 6 r ° z I I -5 5' 5' S'-I w w I I No 5 I g g 5 /5 T �4� S PL 08-50 am. N 6�4 - 78 6 1 1 1 I I-1o' 1 712 719 720 10 125s.f.± 12 457s.f._ 4 At p8:50 79'2 • •� °' a a rn U 5-1 -5 5 i w 3 N I w vi P, cn 'A 0 w v. 721 o u 722 DF SUB 02. 00 , 1 I ► W ° � N _, wu°fi 716 W � 717 � � 718 w � ° w aw ° w + rJ• g > w .12 083s.f.t u i a u ° w o u ° u ° + `' 711 10,- m aIw w L" P O 714 715 o w o w 10125s.f.± 10,125s.f.t 10125s.f.t 1 ° n I " t' o w w o w ° °= 10125S.f.t 1 1 m ' '^ ` �' 0'�1 �-T 1.5 5' 1 m 13,132S.f.± I J m o_w 7 W $ w 10,125s.f.t 10,125s.f.t I m I 1 I h 723 N 8"1' N o 710 $ > 1 `A° o I Im 10,125s.f.± I m 10.12$S.f.t I m I m i m I I 1 0 0 /> 8. o. .-t 1� 5"1 N R o cd oo in 1 m I i I I I I I I 30' B.S.L_ •�J321M 1 ° 1 5' 1 w 709 ° 10,528s.f.t Co. 1 z I I 3o B.S.L I I -_ I. L- -_ - -- I. 1 N r �_ _ I. L_ '. _ . I I I I o I S 1 - 8 ° 10,528s.f.t 1 m 1 1 I o I I _ _ 75.00' A�3, tam J \s�. / tie o Q G) _ J L - __I-J L---JJ • " + �' 81• 5 10 50 f f W 1 I 1 1 _� I t Jj l o I I C I I 1- J L 7 00' 75.00' 75.00' O8. k\ y0 SCALE: 1" =60' + / N a S 364910 E 66• + 1/ �\ 5 , 707 0 1 1 1 1 E- / 65.50' 75.00' 75.00 75.00' 0 1 b ° , 1 m 3p'g,S.l. I -- '� - - -I I--- -1- --1 1-- J L- -- 75.0 75.00' S 88'04'27 W 751.23' LANE _ � ' N n'� 10,452s.f.± \ 1 1 1 0 _J L- - 52' �0 R X3. 0,v/ 82.59 r1 g1• � 5 - G 706 °o.`': \ \ 1 \ °. , L.•�72.08' AeIN S. N 88'04'27" E - _ '_ /s> J°° 60 30 0 60 + v i 'o \ 5 > o+. 10,718s.f.± °' \ 1 1 1�; 79 S3 3�T` _ - - 771.16' /' • ✓ 5 V oo \ \ \ \ Og R ,533.°0' �` A=36.08' - - 96 B 705 ; 1 \� \ \��1! P-36.86 A=248.54 HEREBY DEDICATED SrP\ios.91 �'y 1.y - �, o a 10,736s.f.t \ \ /' 1 1 'o.' � , 33.22 p�29500dd 81' 39' 42f E N 88'04.27" E 771.16' 80.00' 63.00 O (So 1 // o' S� s 704 °°. �' % o , \, X208 g,' R 85.00' 85.00' 80.00' -T - Oi �, •o r� \ ^ W 126. A' HEREBY DEDlC0A0 0 A�46.65' 38.16' 1 r _85,00' -1- r 85.00'_ -1 -o, r --- T ( r - - - - -- Ct 10,736s.f.t \ S�• / \ \ 1/235,' 456 R=1467. CBdJ 82' 42' S5" E 85.00 85.00' , - -1 r - - - -1- r --- I I I. _ . --gip• \ P- + 15'1 61 24 42' q=101. 26'_ - -, �-- 1 r _ - -r 1 r -- - -o I 1 o I I o 11. ' -- }0� 5' 30' B.S.L. 5 6 A=274. � - 1 0 1 S 5' 10' 5' N Y �s ohs o\�, \\ 06 , P6 N 15745a E 12 ��v A=,2631 - `1\ r ° 5' 5:30 B S.L. 5'- 5. }pp, 5 1 n 5 I o 5 1 wl _ 0 4 589 \ \i \ F i W o u'.o N� 5• -I I U' I o ° u1 + 3 1 '- ' ' 593 592 1� �1 591 ' 590 11 680s.f.t N = o vt rn cn + , o w �J \ / m. ! , 6 21 66 �o h ° o v 12,410s.f.t �'. 703 \� a� 2° ,2 �. � _ � � I ti i g > � � � � 18,017s.f._ Z • \ °. \ \ e G • v \ \ w 5 I o 596 I- _I 595 + 'rn to 12,410S.f.t 1. 1 11,680S.f._ ° u o }p'-1 m w o o 13 007s.f.± \ w ' 597 < u � °' 12 410S.f.t °' o w ° u A C20 O o \\ \ o. O , ° C6 / C3 `� -� '30'B.S.L. \o '> .P v, v! > o u o w o w m ,_ cn -< cn s ' 12 41 Os.f.t ° w ° w S u o o \ z 1 600 1 \ 599 12 3+98s.f.t o w o 12 410s.f.t I 112,410s.f.t - -- o w - - _- I I I m 40 cn n o u I 55' B.S.L.B.S_L. o u / o�oc o / i. \ 5 0. \\ , R-° E ° Y% ,d 11,983s.f.t N u o w _ L - _ - m of • �Q` \ / , i t\ Pi.-55' q.-SL r•I I .- - _ -I 1--- J l- ._ _N - 'f -- o m v w 0l °h / J 2• v V�qci A9.� I ', i ' 2, N ` 1 0 1 m 14,389s.f.± P I. mss_ J L - - J - -1-- -T -- N ° o c� \ FF 4 1 $ 20 P,Ep 3` 24 l9 a .� N tom\55 B.S.L 1 _ n D 6 o1G a ao �� C 1 z N > 1 �,1- - o L- -- J - - - - - - rn 00 5p / Vii\ J PCB . � _� P P Ci3 8Y0� G6� 6 `o. - 110' o n 151 ° 2 - o - - J IN _ - - - - L - -- - - - -1 -- --- i- - - 0 06 °, o O. ,gyp /\, �' o, tiRE _\� 554 E ro ,° - -1- - - - - 4 {P, 1i Gj� / O, P?' 3s. O r 1.°� C J ° °q f 1� N 77 N I_ .l_ n_ - - - - 80.00' 130.00' / �SL• \ x9•FOi F C7.9 !w , 6 �, ,0 / `b' 1 m irl> ,60ia�•�"� -- �- - - - - - 65.00 80.00' � N r-� A 4 ` '• ok 25 'o. \ 702 m 1 0 3 o 120. 85.00' 85.00' 85.00' R n �\ y I- 56.23' 85.00' 85.00' Q o 663 a° P� S�• r\ 16,465s.f.t m I 85.00 " m� P� \ s Gy ,o B• \° .° �r I S 88'04 27 W 1168.32 (MEAS.) N O�G 0+ \ ,gyp 13,363s.f.± // /�\ ai \ - 3 o-\w 1 ', o 1 ,0 601 I ' R°r� a m can o °m 61 Z v N a°o \ \ » 36'59" E a r I 13,533S.f.± I I A z y c m 62 °-m D / \ ' � , N 77' 43 � �� X10 >I I I I n m z n 6� �� �-4 664 ,°`� ,56 1 j - ,°.� N E J z � 70 69 67 o0 rn ��• \ y / 0 J \ \ 16,570s.f.± o i rn�.- ' y r i 'sL_ L N 8279'18" 1 " c z ° m U / '�\ O� 1� \� o '0 111 r a a 161.04''". I c� ` m 662 , moo. ° 701 1� N �,- > F- -- T - Fl. 5 ' � z 11 401 s.f.± / 14\ \� F �, o\ I O ? m w ao I I 1 J \Ole D � \ � ✓� � 2cj 4b f� \ �•o\ 11,533S.f.± 1� 1--10' rn Z m Z \ h6 � / 0� 99� \ �a°a•� i � 0169%6�gi� o \ 'r " of I 602r r20'-1 N o\���\ 2 ~ 83'49'35 E --__- $ w A $ o I 13,534s.f.t I I 71 g" \ \'� \ 5 0 Q 665 ,5'\` r r - 142.65' -- i ? g g °-I I GJ O� \ r0 661 \ \ P maw Avg \ 11,460SJ. �'S J ' 1 � lD � m o °� L_ 1N 86'45'32" E=--3 I � �.C�. 00 C�0 1Q 12� 11,449s.f.± !� w ° \ �1 }0' 700 IN A 'O -154.58'- , O P 23 E l >I- -T I �� OG �gJ i 'o oN\�O -\ ,d` N 7 00 •� 0 1 11,232s.f.± I N .�: J 45' PUBLIC UTILITY REAR LOT LINE • S. E C " ` �,5,.9a .r 1 M 10-1 NI I I EASEMENT �� G \ i .p3,3, o L50 3.0 ' 33.00' > 603 I N 66 5p0 /� \ °` , (' , 10- L- - N 88'32'49" E - - LID, I I '20'-1 I \°o!h " °- yl 666 _ I 12,697s.f.# I - -- - r " i -. 140.00'- -- � - _- N 30'12 25 W r 1 25' PUBLIC UTILITY, DRAINAGE �� 'I co. �I 11,627s.f.f 70'-IQ �F 1 °!I �, I & LANDSCAPE BUFFER EASEMENT ° 72-5,V 66 0 1 1�� rn w 1 ' n 1 `I I v I �- - N 88'32'49" E i J I I I I \ 11,694s.f.t 1 - 1 =,�1 I 699 i ° 1--15 1 G10_ _N 84'16'45" E - I_ J q 0 154.00'- - 1 1 --}41.59' - }_ -1 I"15' 10 1 i I- - I I I i i i I UNE LOT 10 500s.f.t \L 1 84'30'.09" E- - J n1- u! 10'-1 v I I-20�1 0 G -'1 x, a L-1 N 88'32'49" E - - J o1 N 14'12'58" yy --134.42'- 15 w 1-10' t o 61 604 I I o (- 33.0 ' 33.00' 667 12 r f- -140.00' -- - `^ 0 I I I 5 I 1 1 VJ 12,320s.f.� 66.46 ( i wl I 10,553s.f.± I I I I� I --I 1 10 I I I 11 I I 0 1-15 659 '°'-'� NI I a L}5 698 ►o ul �" L _ N 8832'49" E 30' BUILDING I 11,436s.f.± 'o I_}� - N 88'32'49" E - L ( 10,500S.f± 10 r- -154.00'- - i SETBACK LINE 1 --140.00'-- f -i I 1 1 1 1 72 - f3'1 I m �'°' - 11 1 0 -I I I J L J ' 1--10' I L N 88'32'49" E - -- 0 1 ° I i N 88'32'49" E -- - i� • 1 I 605 1-2p' 1 0 , F- - 135:00'- - 1 01 1a3 668 1g F 1 - 140.00'-- -- I $I 12,320s.f.t I I - -- L -�- - - -- - I I I m 10,500s.f•t t0 N IW o 1-15' 697 I '� I I 1 1 g 1-15' m L_IM L J o I L _ 1 N 88'32'49" E- J i FRONT LOT LINE 668 I I° N 88'32'49" E- I I TYPICAL EASEMENT DETAIL z g I o 10,500s.f.t to' I r - -}5a.00'- o I 10,800s.f.± M 10' 1 140.00'- riQ' 1-- - _i -I I � -J I-t0' I�" I I NOTES 1 I I� L I-y N 88'3249" E - RI , 606 I I I ° 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC NOTE: A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASEMENT IP' --140.00'- - �'--� I o1 N I-2d-1 0 ��®��� CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE L -N 88'32'49" E -- - 1 .J" o (- IS HEREBY GRANTED ALONG ALL FRONT AND REAR LOT �+ _ Cl 1 669 0 o m ° ON SHEET ONE. LINES AND ALL SIDE YARD EASEMENTS SHALL BE 5 FEET , .. 135:00'-- - - -1 4.1 }QJ - �i 1� I 12,320$.f.t• 1 I SUBDIVISION LIMITS P.T. POINT OF TANGENCY 1 r 110,-1 1 I 10,500s.f.± I j-}s' 6961 1° 1 ---- UNLESS SHOWN AND DIMENSIONED HEREON AS OTHERN4SE. i ' ' 73 - SECTION LINE R. RADIUS 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO 00 I Io _ _ J-J E 10• L _ L - t I ___ SHEET ONE, FOR INDIVIDUAL LOT DIMENSIONS, CA o0 657 10 N 88'32'49" E- 1 N 8832'49" E -- - QUARTER SECTION LINE ARC LENGTH OF CURVE ° __ 10 500S.f.± EASEMENTS AND SETBACK LINES REFER TO SHEETS I + I 140.00'- -I - , I ' I r- -•f -154.00'- -^ -I QUARTER,QUARTER SECTION LINE CB. CHORD BEARING TWO AND THREE. o X15' 10,800s.f._ ` I (- I I -_ 10-1 L � N 88.32'49" E -- -� I 1 EXISTING R.O.W. LINE P.R.C. POINT OF REVERSE CURVATURE 8 I I �I I 670 140.00'- - - - I ° I 6'07 1 1 3. LOT 3014 SHALL BE CONVEYED TO THE GRANDE _ J `+ to r r 01 20' °o P.U. & D.E. HEREBY GRANTED P.C.C. POINT OF COMPOUND CURVATURE RESERVE HOMEOWNERS ASSOCIATION. LOT 3013 SHALL L- N 8832'49" E - - - -- - 135.00'-- - -1 g1 10,5000A I I '� °-1 12,320s.f.t1 1 1 P.O.B. PLACE OF BEGINNING BE CONVEYED TO THE UNITED CITY OF YORKVILLE. ,0' I-10 L J 1-15' 695 '� ' I I .N SECTION CORNER P.O.C. PLACE OF COMMENCEMENT ° �0 I L -L N 88'32'49" E- w °- I 10,500S.f.± I I° L I N P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT 4. A "STORANTED MANAGEMENT EASEMENT" IS 1 656 l0 1 L_ LN 8832'49" E B.S.L. BUILDING SETBACK LINE HEREBY GRANTED OVER ALL OF LOT 3014. $ I I--- L J- --_-- J -tsa.00_ " 10 800S.f.± I I N 88'32'49" E I r 1 1 �l 16 QUARTER SECTION CORNER 0 SET CONCRETE MONUMENT 5. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS 15' I 10' 50 N 044910 W 1 �I- 671 140.00' I-1° 1 1 I w HEREBY GRANTED OVER ALL PORTIONS OF LOTS 3013 �, 1' O SET IRON PIPE 10.02 01 10,500s.f.± F- T _- -- - - , °I 20' 1 s 7 (mess.) AND 3014. L- N 8832'49" E- -- J °I I 1Q� 0 1 1� I 1 608 I ° m MEASURED DISTANCE 0 0 • FOUND IRON PIPE 135.00' - - - t o ' N 115' 694 10' N 12 320S.f. (re° N N- I o I N i oz -1a 1 , �{ 1 RECORD DISTANCE L ND- LINE TABLE NO. 1 ) 6. LOT 611 SHALL HAVE NO DIRECT VEHICULAR ACCESS 157.59 > ni = w L_J 4 z cn 1 r P.C. POINT OF CURVATURE TO LEWIS STREET. LOTS 631 AND 663 SHALL HAVE NO w I Im v m o L --N 88'32'49" E - of 10,500S.f.t I I z I r C NQ.. CURVE TABLE NO. - -f - - - - - _ - 15' 656 m r --140.00'- - � -1 Nl w 1 0 = I I DIRECT VEHICULAR ACCESS TO GRANDE TRAIL. -1 L- L N 88'32'49" E- J V u. 1-15' I I o m W S°c m �! J N m cn ^1' 154.00' 11,262s.f.± 10 1 - v I G 10' 1 J ,L L -N 88'32'49" E-- - m o�: I IT_ Owl. 1 I Cl m cn 1 I c" 1-- 140.00'-- -� '1 : m 0 n I 1 645 ►> �� _ - - - - I �� 01 1 5 o2.t �° N; 1� � o % oi jnI ;20-I o / S• I� N 88'3249" E o I 1-10' U I 0 low n w °I 609 . 15,261s.f._ o I 693 I I 1 12,320s.f.t' I �9^� _ _ L-I- ° 6 � ° FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN 4 5/3/04 REVISE ESMTS PER REVIEW (RECEIVED 4/27/04) MEK a6 h� m� r -1- -I �. N 88'32'49" E- 10,500S.f.± I v 1 I HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE I°owI 654 'Q�►� I- -14A.00'- - -} 1-15' 10'-I i m X10 I J I ... 3 3/17/04 REVISE PER 2/17/04 REVIEW LETTER AND CLIENT MEK _ ,,, �! L _ LN 8832'49" E- 25' PUBLIC UTILITY, DRAINAGE POLICY AND LOCAL ORDINANCES. 'rnl W Io m I I I� L- N 88"w"w" E -�- J 1 -,sa.00'- I & LANDSCAPE BUFFER EASEMENT COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY 2 1/27/04 REVISE OUTLOT NUMBERS MEK '� u=1- 10,838s.f.t I I° �, 673 l0 1 -I - }40.00'- --1 �10, n I 1 DIFFERENCE AT ONCE. 1 1/20/04 REVISED LOT NUMBERS & STREET NAMES MEK 646 1 1 I ± m I ' 0 112/17/031 ISSUED MEK 12,545s.f.± 15-1 1 o I I 10,500s.f.- I 1 I� of I I 77 \ L - -- - - -1- J 1-,p' I ► L 692 Io $1 I 610 1-20'-, N 8WT24'" E _ N 88'32'49" E- 1- ° 1 15 10,500s.f.± I� I 1 12,320s.f.tl 1 MIDWEST N0. DATE DESCRIPTION BY L _- I PREPARED FOR: 1 - 1 ao.00'- - - -1 I I as' PUBLIC UTILITY TECHNICAL N 10'-I I EASEMENT '' , MPI-2 YORKVILLE CENTRAL LLC I-- V! J L- L N 88'32'49" E CONSULTANTS INC. N , 1256i� ', ' ml q 1° ' 674 70�� LL N88-32'49" E -- - -154.00'----1 LANDwSURVEEYORS ° 10' l o 1 P' 140A0'---- -I r - I TELEPHONE: i °� 653 ° "'I o cn (630)) 505-0101 1832 CENTRE POINT DRIVE I I I S 1 10,500s.f.t I� I 1 I I I 1 Pte\ A II � FACSIMILE SUITE 108 JOB NO.: 265-140 DRAWN BY: MEK SHEET 2 OF 4 ' I I 10,000SJA .1 630 505-0318 NAPERVILLE, ILLINOIS 60563 ! /�10, . _ 15 rn 1 I N 04.49'10• W FINAL PLAT BASIS OF BEARING 1 8004G00E:, P.I.N-: 02-14-100-007 GRANDE RESERVE �LU9 ASSUMED THE CENTERLINE 10.02 , I L KENDALL OCOUNTY'd '" P.I.N.: 02-14-201-001 • ' _ PAUL ANDERSON ' ILLINOIS OF BRISTOL RIDGE ROAD ­N 88'32 49 E 240.59 Q 08-17-' TO BE: • * 83.00 157.59 - w UNIT '8 PLAT OFOSUBAt 08:68 am. • - - - - - - - --1 I N 38°40'00" W g9',$ k`1" 62�° ,�� 51� CS' ? 15 LIS! BEING A SUBDIVISION OF PART OF SECTIONS 11 AND 14,TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,ALL IN KENDALL COUNTY, ILLINOIS. /1� u I X011 y6ati <-y 644 �� 645 : / 11,923s.f.± �C I LL ^0 15,261 s.f.+- ;, // S' It N 1 i7`. \ipS>. I N ,ok°j�y\/ I°a '� - •- -•-m o0 0�w7 l U,SVUs.i.t wy �f Spy\ SOBSJ� I I /� �\10 ir� �I o 10�N � N r _- -140.00'- I10'J I L 'O IN88'32'49" EIJ W \ \ J �\ / / o N► 6 54 I o 0 0 , I I L !N 88'32'49" E - -I- 154.00'- - • -15' 643 \ ,+- / / ►W I N N J N - 140.00'- F-.T l p , 1 12,636s.f.t /1\ \/P 5 CB �A_, __1 / , 646 I I-1o' 10,838s.f.t i i o o, 673 I o I 1 Z z I-,o' I I I �► 77 ^ , , /0 5 °° c6� 1.23 IS 12,545s.f.t 16-1 1 Z oIN ' °I 10,500s.f.t 1o'--I I I IJ N of I 61 0 L 1 •`► •' / 0,"I/w p0 \ \ O - - - - -- -�- J m m 1-10'1 1 L 692 -I o ny h -g ➢ �y r N 88'32'49" E J o I- J g 15 1°- �Ig q1 I 12,320s.f.tl 1 20' tj !"- 5251` /Q �`\ ,0 ' i•" 125.00' _ _ 0 m w I---- N 88'32'49" E- I 1�,500s.f.± w I .r Z 0.11 `�J ry° r �� i� 0 r -I-- - - -, ioo 140.00'- - - -, I 110'--I o I v' c6 _ r_✓� 7 5 6h �",1 1 . I `' r-- v, o o J s o,l ool ° I 1 674 10-4 L- N 88'32'49" E --- r l �^ a L ' I-N 154..49" E I m ( A 1 < -- , •001-10' 653 Io U) ,u -, - -140.00'-- - - -I ° ° (-- -154.00'- -, LINE TABLE 'D' 1642f.t ��� �' 15! 6, 1 1 1 1o,5oos.f._ �° J N �� o I I I l 1 10 OOOs.f.t p, + I I ► \ d> Q I o v Lt0' v! p 1--15' o 01 I 611 o LEWIS SCALE: 1" =60' LINE BEARING DISTANCE \ 647 ,_ ° 691 1 o I of 20'-1 L24 N 75'14'58" E 2.20 \ p \ \ v Il N 88'32'49" E- L_I-N 88'32'49" E- - J I 1 12,320S.f.t 1 STREET L25 S 01'00'42" E 51.45 \�\ v, �. ,• w 10' 12,921 s.f.± Ini r - -125.00'- - -I 140.00'- - I o 10,500S.f.t 1 I L27 N 61'25'44" E 59:61' \ 80'40'07" E - �^ �? P�z °1 o I, 1 v 10'-, r , v 10� L J --- - -- -1 r10 1 v _I I n HERETOFORE DEDICATED \- N 53- - uV\ S o rn L - _ 1 1- I -I N 88'32'49" E L- L L28 N 88'32'49" E 10.00 r 139. 1�0 _ __ _ J- J o0 10' vi J N 88'32'49" E L29 N 46'23'07" E 27.29 N 32'5846 W N o1-10 , Io o ct o -- - , 7 60 30 0 60 - x I �_� N 88'32'49" E 652 `� 1° I " I 675 Io _ _140.00' _ r - -154.00'- T , L30 S 47'45'21" E 26.59 65.62 128.48' m °I m '•+ ' a o )I f I I v I v \ Irn ° �" m ' 10,000s.f.t - I I 10,500s.f.t I o 1 IJ L31 N 47'54'40" W 15:67 \ wo.. 1� -c g ,0 ' q qo '�I I I I v' I v' I' I I x-20'-I N 641 0 o I �' 1-15' ' 45 EASEMENT UTM L32 N 46'23'07" E 27.79 15 \ 13 079s.f.t u, , 0 1 0 1 �° J > L J $ 690 C, 1 612 I I o L34 N 61'25'44" E 9.42 ip \�1p jn1 m n TT oI '� 648 t5� o I- J N 88'32'49" E- - w �- - N 88'32'49" E - I 10,5OUS.f.t 110') , 12,320s.f.±• I 1 sueDlwsloN LIMITS L40 S 75'14'58" W 65.46 C' I w w r v� "' 10' > rn -12500. '-- -140.00 - - T , , = 25' PUBLIC UTILITY, DRAINAGE L41 N 01'00'42" W 51;45 'g \ o _ E N a � ' I 10,361s.f.t I �,�U I Q = u! , LL _- � m I & LANDSCAPE BUFFER EASEMENT L42 N 38'14'04" E 41.04 s \--1 79'42491 ° oL 10'- I I 10'-J N 88'32'49' E - m v I --- SECTION LINE \ N O "� I-•- ,• N 88-32'49" - QUARTER s n I L43 N 72'59'28" E 19:51 _140.00'- ' - ,m 1 I I 50 I I J J I 10 140.00'-- E I -- O SECTION L NE _ I� 651 Iw NI 676 I° �-- - � m -154.00= L46 N 05'37'21" W 73.39 J C49 N 84'38'54" E S / 11,196s.f.t J "'-I_ I 15,`n I o •-T I I �® QUARTER.QUARTER SECTION LINE ,0 p\ 10' I- J > I 10' I EXISTING R.O.W. LINE L47 S 05'37'21" E 22.53 \p °- 1 ly C -114.69'--( SA�e?\ I I 10,5QOS.f.t o yJ , 689 I IO o �I 613 -i ° O - -- L50 S 01'27'11" E 6.75 \ •�S,O+ o I L_ --- -- -- �--� ° 10'11° 1-20' OD L51 S 462307",W 30:31 o\ 640 1N y \ \ F�/ I C42 N 88'32'49' E °- I 10,500S.f.t �I I I °o 1111 P.U. & D.E. HEREBY GRANTED L52 S 88 5sa8" W 17.25 �1 �1 12,528S.f.t °1� r �,0\ 649 loo s\ a - Tao- -_ _ � �l N I °I 12,320s.f.t I 1 , rn t0 r'\ ° c�\0 9\ 10,097s.f.t / /\ SSyJ\\ �M Ni 10' 107> ' L � N 8832'49" E- -I- -� I I I , .. L53 N 01'0 . 5.00 ,i r L54 N 45'2 10.50 \ c'• v' ;,,. SECTION CORNER t!1 E' 1 y rm. �� 'o\ \ 90p?2 \ ! ' 3 °° 0 677 I r �-140.00'-----I L - LN 88'32'49' E J O� N L57 N 64'0 . 71.84 Ns \ u. 71•,209 \ �a �'.� v` p� /.O /�'O.^`' \\S VQ ro ° ;n 10''11 vt 1 I -154.00'--- 1 I m co }Er L58 N 49'16 25.16 N op0� u \ ti �/ \. � ^ N �/ ' 11,491s.f.t Iw Epp I I .�'. �,'� ' \ \-� v' 2, �� /''\ h N H Q s C7v v! z Q 1 6 QUARTER SECTION CORNER L59 N OVOO' 17.00 J \ o u' s / \ry • p '� u1 < o v, O Z) L61 S 44'47' 13.00 �� r, `'a Om °''00 \ \� / 650 / �o �- _- _ _ h ° I 11 198s.f.f to of I I I o - IY 6 =� S O• / /� a ° S 7 ?5 �/ '`S ^ I 110'-1 0, I 614 L20--I $ rn Q tj W (mess.) MEASURED DISTANCE L68 S 4916' ssD \ \o F\ \/ 12,425s.f.t „ y ° 718' ° ° {� 0 639 \ r, !S / `�• \i ' P M'` ,� 14j E _J 12 320s.f.± z LL ) RECORD DISTANCE L69 S 49'16' 5.00 ty: °\ 10 J / �'0 �ry VV/ I I //''yy 12,033s.f.± / ^ 9?� "� 1 �\ \ S< h�0 �o, // y� P' a%�°�I y S 8528'53"E J 10' 1 I I L1J O U O' /0' W _ ( I,LJ P.C. POINT OF CURVATURE `• > Q \ \O \/ 1 O. / o 0 7, _ 150.00' I L - I-N 88'32'49" EJ I x �j e \( / � S S 1V p, h r ( ---' -- -_� � w � P.T. POINT OF TANGENCY +wog T \ 6>\ O�ti 0/ \20, O J+/y • \ // 01 Pi y 678 �v oo O 1 N N --154.00'- -I I 8°" 11� Z �\ 5y �`� \ o \ G J tit ,ti°�\ \� 13420s.f.t 1° � Nr- r R. RADIUS . . `„ y c'• \v \ti • • '� �j205p Sp S, �_� yph P/ \.\ \ ' 10' 2 `O 687 I - �� O 1^ 3. II o A. ARC LENGTH OF CURVE a x S pR, 1p pj�� ^1 e 1V 1ry� \ ASS I F 15 + ^ 10' 615 I 120' I CB. CHORD BEARING 638 // >S 's sJ� C22 tryryo� ry�� toy ,o,/ �ISOJ,.B o'er (�, 14,810s.f._ to' I I °° /\ J+ J• s o , w 13 350s.f.t 10,777$.f.t / / \OS• l` hh \ti � pp F ;� y1 /�\ ` -� .� �I ' �• , I P.R.C. POINT OF REVERSE CURVATURE ra e 1V /\ \/ \\\ `C /a ^a/ S -' ^ h m I `?>\ /•01 / +\ S"'• \ O� O �i \ \ / \ /yam yy/ q \\ s/30' "m 'N i� aL In , P.C.C. POINT OF COMPOUND CURVATURE CURVE TABLE °\ \o / \ti o°/ ms \° ti` \5/ o' '\ \ 679 h LS 80'19'13 r i P.O.B. PLACE OF BEGINNING ! eh yoy ° , ah �/ \ r 12 140s.f.3t boo F ro°. 7l �o /---r " E J I N Oy/� o/ \ Ni 6 / \lpx,� , �O / Ip• �\ \ cp yoN• Nom/ l •1 �•161•g3• N P.O.C. PLACE OF COMMENCEMENT CURVE ARC RADIUS CHORD BEARING \ 637 / / S \ y 686 \ \ M P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT J. \/ � � O S , � �\ \/ 11 v q � ^ .� \,y \ O,� J / ry V I I 1 B.S.L. BUILDING SETBACK LINE C3 37.16 25.00 N. 2734'38" W \, / �O• / ^O .'•> \ F\ 't0 • /\j S 12 236s.f.± `�. `9/ J C6 10:65 200.00 N 43'49`36" E 3012 12,714s.f.t /ry O \CCC\ 680 y /y °O O, T JO' N.E.A. NON-EASEMENT AREA C70 37.81 25.00 N 85'42'31" E L 10' /`.R r1 `V ry'` / / \ \ 6V8 % \l ✓ °+ y' / <j \ p,p• / 1616f+ I C,1 21.32 25.00 S 24'06'59" E I 10 / /o' `J a' 1 / / \ S 10,605s.f.± y \ 0j �p �6• �, VO��' y wT 20 I Q SET CONCRETE MONUMENT C12 22.26 25:00 N 73.5501" W N 02'42'56' E L S 84'03'14" E- _//� 1w~o° �� 10 /pQpOeSJ+ -o, � \h0 00• P ,�/P P/ �ry \ \\S 1 1 J 4 O SET IRON PIPE C13 40.93 25.00 N 00'30'49" W 31.33 W r- r--125.00'- - ,^;'° o / � \ F 5 ry , �'\\/`° 685 \\ \ /• C15 37.99 25.00 N 33'49'36" E v Q N m ^ y� �JO \��79 6339' I I nW FOUND IRON PIPE I 1 v n w \ o o° \ 12 325S.f.± \ \ / o a. yj / So n ( L • / / /5 ' /•'L S ' yb' 0 •�' \ Fl I ( riSZ LINE TABLE NO. C16 105.24 67:00 S 46'55'33" E 1-10' ✓ w q 681 y \ L 05 /tp \ p\ 2 C17 39.27 25:00 N 46'55'33" W N , 636 h x 1 1 13,115s.f.t l43 �� o \cps s\ 'o' % P// o 0482 v i N In C18 37.73 25.00 S 41'18'23" W M O c 1�4 CURVE TABLE NO. C19 35.67 25:00 N 77'41'43" W I 10,972S.f.t I w < u I °• �� , /T \ 5 \� P\\ / �/ \1\� I / 1 61 7 S• //^7\8j3 C20 39.27 25.00 S 81'49'10" E O I 10'11 a L - -J- u� O + F 5 / C21 95.58 117.00 S 21'56'58" W N 33'53'34" E I r 5 / 684 \ �/\ //y o �� 0� 13,725s.f.t o Z o I 0 N 8859'18" E v' 0 ; ', •. C22 39.20 25.00 N 89'43'23" W ' L -I- - --- - J v v _ 130.00' _ _, ��/p 5 \ vo 1 1,650s.f.t \ yh �;°1y I I C,, T3 C C23 130.71 217:00 N 27'32'32" W 30.79 N 88'59'18" E ° o r -- d \ k° w I e4h 1� I 20'-1 v c m rtl G 125.00' w >o >r 0 15-1 a 1""10' �? 'r+ /4'n" �0� q�y 'O ° a /\� 618 i I m ITT p -i O C24 17.91 25:00 N 10'14'04" E ' I , 9 °C25 25.17 25.00 S 39'0734" E /O- -- - - - T 1 u n; I wl 683 \ o. / 5 , o• J / i O o m 0 4 v °/ c6 99 l 1 / Z ® REAR LOT LINE C27 32.59 25:00 S 072711" E /• m m 682 ni \ \ y O Sp \q`\ `A=36sS�/ 14,304S.f.t I • 635 I I I A u� 1D,315s.f.t \. �6 dp 9J 02 < .d� , I � 86 < n Z C1 C28 125.67 233.00 S 14'26'25" W i\ \� 1 D 13,496S.f.t , � �, \ / �� e of J6 q�� N V m (/) vS 10'- 1 C10 9 9 > 'S C29 33.39 25.00 S 31'32'40" W 13,141 s.f.t m I 1 m \ \.P� F 03 E � p0 Q 6 r- -- I- -- 6 o. /\ 1 10' - . J-- J a _ lJ S /, x• N 3z 4�. I - m O W - I C31 60.49 233:00 S 41'50'15" W 'cam ti// S I J J v \ , 7B 5 -I I � � z -t F w r o I I titi , o p9. �1 L ,5�• , _ I C32 18.35 383.00 N 8736'58" E + / pJ, , o - 2 g / `p \ $r' +� DJ �' Q C33 161.35 217.00 N 67'41'12" E + / s0 Ji. I °i \-- - - L J L-- -• p_94.0 C'� +� p, n r v, 1 r /J AIA O 86.52' L52 W , ? p 1 1 I I 5 45' PUBLIC UTWTY �+ C34 135.43 167.00 N 2227'58" E ,� \O \ F I ^ I p0 \2 / F C O F N o I - > I 1 I I 634 o C32 88'59'18" E 105.77' D Al yp.°° \j ^io� I yFP �(\ ° N1-10' ' 619 EASEMENT W m (n SIDE LOT C36 41.47 25.00 N 57'13'37" W �9 \ \ \ ,/ m ; 0 1a 61 R �0 A� \' N F O/' `` Go I 1 C7 I I I C37 41.12 25.00 S 14'40'39" W \ S 10 87oS.f.± \ i• 1 / 10' 8 U I LINE p0\ \\ 105.77 ,8` 89 QEp\CP y1 Pj �� roF�/ trrQ� / 15,186s.f.t1 I 1 p O 1 1 1 C40 38.59 25.00 S 49'31'52" E o<y / \/ 5 '1 / 0 /\� pJ� P� 5 W A.69.55 A RE0 CB O¢ v� < I I ° z 1-5 C42 2.78 183.00 N 01'01'03" W / \O 2y ��\ /� 323 W S 88'59'18" W NEL 0p ., 623 / �' \' g9 /+ 54 52es. 16 \ I 1 1 5.j C43 32.25 433.00 N 03'3513" W ♦ s' \ l . C45 52.15 523.28 S 03'51'45" E +'�� 633 \ 'o- /1 'a- � b;�f OBE 09' 0 A=210. 43' �'�� \ \0 12,074s.f.t i // \�S g�OOj\I S 20' , C46 7.00 383.00 N 49'4754" E .'�h h \ �� 10,50OS.f.± \ V'A 'SB�`[�` �1 p 5° p0 07 54" E N 88'59'18" E 105.77 A�5�0•� r °/ \ fly\ 0 / \ �' q�317. 35 R p)1/ O y„ /\\6S3g ( I I _ C46 9.66 65.00 N 63'42'39" W / `I' R v�,J P� R CEO 69 _ 1 > '` •' O 0' 10 25 PUBLC UTILITY, DRAINAGE ` 0� /\ \ p �\ 71 \OP C0 A--51. 5T 38.55 r 67.22' I r r 1 jo g5�•' -�\ �0<0,1.5 A=43,1 /,yp SS'\ & LANDSCAPE BUFFER EASEMENT 30' BUILDING C49 10.01 217.00 S 11'36'27" E �J / �O' y/i?70 O�i-w O\� Po S1 •� pq 6°�gy 0�o11.pO�g•84''' 1 ° 1 1 0 °v1 14 1 , \ s' i� i1 / o \ \ ' 1 1 I SETBACK 1_14 C51 25.91 367.00 N 03'28'31" W / s �i+ / titi 6� R'S P , w o \ ) / \ , SET CONCRETE - / / 00 10 / P \� 2 �� `C� 1 v n � d' \ \ / � \ s\ � I MONUMENT 1 C56 7.78 283.00 S 88'12'02" W F \o p, 1 ! °• / ` u I ' o S 622 / 3 \ a 620 1 V V I _o 057 34.28 457.28 N 03'0910 W 632 \\�� /100 \O1 PL9 /� \ /Sa 1 N w > C v \ J� 9 1-20' I 1 I I C58 34.25 25.00 N 50'31'13" E \ \O 10,776S.f± / 1 �' / 90 g w N o ^' v \ 161-1 \ \! 9 °o• ° 627 ° ° 626 0' w 625 24 12 346S.f.t ^a^:^ 621 \ 38s.f.t - I-- NOTES: \ / `6ti N • ^: I' ' 10,658s.f..t s" \ 11 880s.f.t \ h + \ 1 > rn 1 m 14,527s.f.t o \'' \ 1. SET 3/4" IRON PIPE 1-1 4" O.D. WITH PLASTIC \ 'o• �� k° ° + � �i 628 1 10'100S.f.t I m 10,140s.f.t m wo\ ro <^ / ( / ) �, \ ✓� 9 ti•/9 °- � o• `" \ � FRONT LOT LINE o 'L o, l S 1 1 1 5 �. 1 \ 10 I , CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ! � / '� ,.�6 �\ 6B vu• .o. 10,248S.f.t 1 5- 5• 1` \ \� 5' ,(`S, ,�\ � O / O4j' •�.� ? \ a o /\ s 1 7 0 ,° \ \ o ff ON SHEET ONE. tS N \ \ rn >, 5'- q b \ / \ \ F 5 �5 0 �5 0 1 1 0 5', o \ - - - _ __ TYPICAL EASEMENT DETAIL o, .L°' / • \ U, \ ,- -I---J I'-- --� - 'I I- -I- -- -- , `---I- 1111 - , \--L.J L ---I- 50 - � V 65.00 � 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO ��.* / Ab \6ti y� n� J 629 \ \ 1 0.00' 45.00' 150.00' SHEET ONE, FOR INDIVIDUAL LOT DIMENSIONS, �� eta // o, / \Rs� 11,088s.f.f5�\ \i5 �/� 63.37' 78.63' 91.0 ' • , wy' a �• NOTE: A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASEMENT A=94.04 R=233.00 p $ '5916 W 613.02 IS HEREBY GRANTED ALONG ALL FRONT AND REAR LOT EASEMENTS AND SETBACK LINES REFER TO SHEETS w 2 \ /` TWO AND THREE. CB=N 22'5016 E �� / �F < 9>gs. \ \ ytihti LINES AND ALL SIDE YARD EASEMENTS SHALL BE 5 FEET , ° 00 \ 630 \ UNLESS SHOWN AND DIMENSIONED HEREON AS OTHERWISE. 3. LOT 3014 SHALL BE CONVEYED TO THE GRANDE o i '� / s \ o " „M• 9\ s 10,876s.f.t RESERVE HOMEOWNERS ASSOCIATION. LOT 3013 SHALL ti o / \ Z Z . 5A < BE CONVEYED TO THE UNITED CITY OF YORKVILLE. oo g rJO ,�JOSO+ f /y9• �10��• r u .a" / / o• 1. o. + 1 r `�. 90 4. A "STORMWATER MANAGEMENT EASEMENT" IS \ \ h \/ •'\� " 631 v � HEREBY GRANTED OVER ALL OF LOT 3014. A=34.25 R=25.00 I N CB=N 50'31'13' E 12,411 s.f.± �;/v v�/1v. CS 3 8 ., 5. A "PUBLIC UTILITY AND DRAINAGE EASEMENT' IS u > 3^ 349 350 351 �. � X52 HEREBY GRANTED OVER ALL PORTIONS OF LOTS 3013 0 0• t AND 3014. y/ / 346 GRAND RESE VE W HERETOFORE \\ / 6. LOT 611 SHALL HAVE NO DIRECT VEHICULAR ACCESS DEDICATED \ + TO LEWIS STREET LOTS 631 AND 663 SHALL HAVE NO wr GRANDE TRAM \\// 1.4jti NIT 5ci DIRECT VEHICULAR ACCESS TO GRANDE TRAIL. cc Z $ 89,45,57' W � 345 W 4 5/3/04 REVISE ESMTS PER REVIEW (RECEIVED 4/27/04) MEK 35e81' S 3 3/17/04 REVISE PER 2/17/04 REVIEW LETTER AND CLIENT MEK NOTES: 344 MIDWEST PREPARED FOR: A=149.10' R=208.00' TECHNICAL 2 1/27/04 REVISE OUTLOT NUMBERS MEK FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN CONSULTANTS INC. HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CB=N 69+41'57" W '' NAPI-2 YORKVILLE CENTRAL LLC 1 1/20/04 REVISED LOT NUMBERS & STREET NAMES MEK POLICY AND LOCAL ORDINANCES. 3003 y TELEPHONE. LAND SURVEYORS www.mldwtach.com 12/17/03 ISSUED MEK COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY oFP ((s3o�� 505-0101 1832 CENTRE POINT DRIVE N0. DATE DESCRIPTION BY FACS`IMILE SUITE 106 JOIE NO.: 265-140 DRAWN BY: MEK SHEET 3 OF 4 10�,A 630 505-0318 NAPERVILLE, ILLINOIS 60563 DIFFERENCE AT ONCE. 9�0�� FINAL PLAT P.I.N.: 02-11-300-005 OWNER: P.I.N.: 02-14-100-007 IN ACCORDANCE WITH THE PLAT ACT #86-1238 GRANDE RESERVE THIS PLAT HAS BEEN SUBMITTED FOR P.I.N.: 02-14-201-001 RECORDING BY: UNIT 8 OWNERS CERTIFICATE BEING A SUBDIVISION OF PART OF SECTIONS 11 AND 14, TOWNSHIP 37 NORTH, RANGE STATE OF ) 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS. ) SS 200400023009 COUNTY OF , ) Filed for Record in KENDALL COUNTY, ILLINOIS PAUL ANDERSON THIS IS TO CERTIFY THAT MPI-2 YORKVILLE CENTRAL LLC, AN ILLINOIS LIMITED LIABILITY CORPORATION. IS THE FEE 08-17-2104 At 08:50 am. SIMPLE OWNER OF THE PROPERTY DESCRIBED IN THE FOREGOING SURVEYOR'S CERTIFICATE AND HAS CAUSED THE FLAT OF SUB 62. 00 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 ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED. EASEMENT PROVISIONS THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR THOROUGHFARES, A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR ANY ELECTRIC, GAS, TELEPHONE, CABLE KENDALL COUNTY RECORDER'S CERTIFICATE AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE AGREEMENT WITH THE UNITED CITY OF YORKVILLE, IS HEREBY RESERVED FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY, THEIR SUCCESSORS AND ASSIGNS, THE EASEMENT PROVISIONS WHICH ARE STATED HEREON. STATE OF ILLINOIS ) AMERITECH ILLINOIS a.k.a. ILLINOIS BELL TELEPHONE COMPANY, GRANTEES, S.S. THE UNDERSIGNED FURTHER CERTIFY THAT ALL OF THE LAND INCLUDED IN THIS PLAT LIES WITHIN THE BOUNDARIES COUNTY OF KENDALL ) 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, OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115. !� THIS INSTRUMENT Q"' �'^�DU WAS FILED FOR RECORD IN THE RECORDER'S GUYS,ANCHORS,WIRES,CABLES,CONDUITS,MANHOLES,TRANSFORMERS,PEDESTALS,EQUIPMENT CABINETS OR OTHER DATED AT �✓1�/ �� '� THIS - DAY OF /� , 2007 •cam FACILITIES USED IN CONNECTION WITH UNDERGROUND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, OFFICE F KENDALL COUNTY, ILLINOIS, ON THE IZ- DAY OF(� _��- A.D., 20 _ AT�;SO O'CLOCK !S.-M. AND WAS COMMUNICATIONS,SOUNDS AND SIGNALS IN,OVER,UNDER,ACROSS,ALONG AND UPON THE SURFACE OF THE PROPERTY -- -___---- RECORDED IN BOOK _ OF PLATS ON PAGE -. 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 CORPORATION NAME OF CONDOMINIUM AND/OR ON THIS PLAT AS"COMMON ELEMENTS"AND THE PROPERTY DESIGNATED ON THE PLAT AS � O�-'� 'v -_� �9 ;•" "COMMON AREA OR AREAS",AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND ALLEYS,WHETHER PUBLIC ADDRESS RECORDER OF OF DEEDS {J cd V ♦""`"' PRIVATE,TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LO - ----- -- - - p 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 CITY CLERK'S CERTIFICATE VI THE SURFACE AND SUBSURFACE AS MAY BE REASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN,AND THE -- ---------- - RIGHT TO ENTER UPON THE SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. PRIVATE OBSTRUCTIONS SHALL NOT BE - STATE OF ILLINOIS ) PLACED OVER GRANTEES'FACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THE DASHED OR DOTTED LINES(or )SS i similar designation)ON THE PLAT AND MARKED"EASEMENT","UTILITY EASEMENT","PUBLIC UTILITY EASEMENT'","P.U.E."(or COUNTY OF KENDALL) similar designation), WITHOUT THE PRIOR WRITTEN CONSENT OF THE GRANTEES. AFTER INSTALLATION OF ANY SUCH A FACILITIES,THE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH BY. �t��cc THE PROPER OPERATION AND MAINTENANCE THEREOF. APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OE TH pa' PRESIDENT SEC UNITED UNITED CITY OF YORKVILLE, ILLINOIS, BY 9R8Md'MdeF N0. Cb ` - Imo'- THE TERM"COMMON ELEMENTS"SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE" CONDOMINIUM / d,�1�® / AT A MEETING HELD THIS -J-1-1`9 -DAY OF-�VI L 20 ,~'`+,• PROPER7YACT', CHAPTER 7651LCS 605!2,AS AMENDED FROM TIME TO TIME. &�(CN-+ - i "r ,_ THE TERM"COMMON AREA OR AREAS"IS DEFINED AS A LOT,PARCEL OR AREA OF THE REAL PROPERTY,THE BENEFICIAL ��L---J77r���--- I t'� { "��-�1"tiM1 USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE SEPARATELY OWNED LOTS, (PRINTED NAME) PRESIDENT (PRINTED NAME) SECRETARY ---{` PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT, EVEN THOUGH SUCH MAY BE OTHERWISE DESIGNATED ON THE �' V ZE `i PLAT BY TERMS SUCH AS"OUTLOTS","COMMON ELEMENTS","OPEN SPACE","OPEN AREA","COMMON GROUND","PARKING", CITY CLERK & 0 AND"COMMON AREA". THE TERMS"COMMON AREA OR AREAS"AND"COMMON ELEMENTS"INCLUDE REAL PROPERTY 'grs<i SURFACED WITH INTERIOR DRIVEWAYS AND WALKWAYS,BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A BUILDING,SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL,RETENTION POND OR MECHANICAL °•. �^j; ••„• �>.;' NOTARY CERTIFICATE EQUIPMENT. RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER,UPON WRITTEN STATE OF COUNTY CLERK'S CERTIFICATE REQUEST. ) SS STATE OF ILLINOIS ) COUNTY OF ) )SS UNITED CITY OF YORKVILLE COUNTY OF KENDALL ) EASEMENT PROVISIONS I, _ A NOTARY PUBLIC IN AND FOR�THE COUNTY I, , COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, AND A FORESAI D EREBY CERII .THAT I�//��r�. DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO PUBLIC UTILITY AND DRAINAGE EASEMENT AND E NQ Y {{��`�`�O..W�� T ME 0 BE THE UNPAID CURRENT TAXES, NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC AMERITECH,NICOR,COM ED,JONES PRESIDENT AND S RETARY OF r6 AS SHOWN ABOVE, APPEARED BEFORE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THE PLAT HEREIN DRAWN. FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION INTERCABLE,OTHER PUBLIC UTILITIES,AND HOLDERS OF EXISTING FRANCHISES GRANTED BY THE CITY OF YORKVILLE, ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND DELIVERED THE SAID INSTRUMENT WITH THE PLAT HEREIN DRAWN, ILLINOIS,AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS SHOWN ON THE PLAT AS"PUBLIC UTILITY AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS THEIR FREE AND VOLUNTARY ACT AND AS THE &DRAINAGE EASEMENT"(abbreviated P.U. &D.E.)TO CONSTRUCT, INSTALL,RECONSTRUCT,REPAIR,REMOVE,REPLACE, FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN SET FORTH. GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE, INSPECT, MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND LINES UNDER THE ICJ �J SURFACE OF THE"PUBLIC UTILITY&DRAINAGE EASEMENT",INCLUDING WITHOUT LIMITATION TO TELEPHONE CABLE,GAS GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _SL-_ DAY OF -Via _ 20Aq ILLINOIS, THIS _DAY OF - 20 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 AND PURPOSES AND TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF '?}°• • :j EACH LOT TO SERVE IMPROVEMENTS THEREON. - ' -- NOTARY LIC " sm A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE, ILLINOIS IA �' TO CONSTRUCT,INSTALL,RECONSTRUCT,REPAIR,REMOVE,REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION amoomm� COUNTY CLERK AND DISTRIBUTION OF WATER, STORM SEWERS,SANITARY SEWERS AND ELECTRICITY,WITHIN THE AREAS SHOWN ON THE SURVEYOR'S CERTIFICATE ` w 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. STATE OF ILLINOIS THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN DESCRIBED FOR THE ) S.S. e , CITY ENGINEER'S CERTIFICATE USES HEREIN SET FORTH AND THE RIGHT TO CUT,TRIM,OR REMOVE ANY TREES,SHRUBS OR OTHER PLANTS WITHIN THE COUNTY OF DUPAGE AREAS DESIGNATED AS"PUBLIC UTILITY AND DRAINAGE EASEMENT"WHICH INTERFERE WITH THE CONSTRUCTION, STATE OF ILLINOIS ) INSTALLATION,RECONSTRUCTION,REPAIR,REMOVAL,REPLACEMENT,MAINTENANCE AND OPERATION OF THEIR THIS IS TO CERTIFY THAT WE, MIDWEST TECHNICAL CONSULTANTS, INC., PROFESSIONAL DESIGN FIRM-LAND ) S.S. UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO.NO PERMANENT SURVEYING CORPORATION NO. 184-002917, HAVE SURVEYED AND SUBDIVIDED THE FOLLOWING DESCRIBED PROPERTY: COUNTY OF KENDALL) BUILDINGS,STRUCTURES,OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN,UPON,OR OVER ANY AREAS DESIGNATED AS W�t. Okr, "PUBLIC UTILITY&DRAINAGE EASEMENT",BUT SUCH AREAS MAY BE USED FOR GARDENS,SHRUBS,TREES,LANDSCAPING, THAT PART OF SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED 1, d9E AA44R6*; CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY DRIVEWAYS,AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE USES HEREIN AS FOLLOWS: CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE DESCRIBED. REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF ALL REQUIRED IMPROVEMENTS. THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR THE ABOVE NAMED BEGINNING AT THE NORTHEAST CORNER OF LOT A IN GRANDE RESERVE UNIT 5, BEING A SUBDIVISION OF PART OF ENTITIES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE THE SOUTH HALF OF SAID SECTION 14, ACCORDING TO THE PLAT THEREOF RECORDED_ AS DATED AT YORKVILLE, ILLINOIS THIS 3©�AY OF U L� 200f THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED. DOCUMENT NUMBER___ ; THENCE SOUTHWESTERLY, WESTERLY AND NORTHWESTERLY ALONG THE THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A NORTHERLY LINE OF SAID GRANDE RESERVE UNIT 5 THE FOLLOWING FOUR (4) COURSES: 1) SOUTH 38 DEGREES 56 MANNER SO AS NOT TO INTERFERE WITH,DAMAGE,OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND MINUTES 26 SECONDS WEST 105.65 FEET; THENCE 2) SOUTH 88 DEGREES 59 MINUTES 18 SECONDS WEST 613.02 _-- FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED,NO USE OR FEET; THENCE 3) SOUTH 56 DEGREES 58 MINUTES 18 SECONDS WEST 193.48 FEET; THENCE 4) SOUTH 48 DEGREES OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR C Y ENGINEER CHANGE THE SURFACE DRAINAGE PATTERNS. 48 MINUTES 52 SECONDS WEST 86.73 FEET TO THE NORTHWEST CORNER OF LOT 344 IN SAID GRANDE RESERVE UNIT 5; THENCE WESTERLY AND NORTHERLY ALONG THE EASTERLY LINE OF GRANDE RESERVE UNIT 7, BEING A FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF ITS EASEMENT RIGHTS SUBDIVISION OF PART OF SAID SECTION 14, ACCORDING TO THE PLAT THEREOF RECORDED CITY COUNCIL CERTIFICATE HEREIN GRANTED,SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION, INCLUDING BUT NOT -__- AS DOCUMENT NUMBER _, THE FOLLOWING TWENTY-THREE STATE OF ILLINOIS ) LIMITED TO,THE RESTORATION,REPAIR OR REPLACEMENT OF PAVEMENT,CURB,GUTTERS,TREES,LAWN OR SHRUBBERY, (23) COURSES: 1 NORTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF PROVIDED,HOWEVER,THAT SAID CITY SHALL BE OBLIGATED, FOLLOWING SUCH MAINTENANCE WORK,TO BACKFILL AND 208.00 FEET, HAVING A CHORD BEARING OF NORTH 69 DEGREES 41 MINUTES 57 SECONDS WEST, A DISTANCE OF )SS MOUND ALL TRENCH CREATED SO AS TO RETAIN SUITABLE DRAINAGE,TO COLD PATCH ANY ASPHALT OR CONCRETE 149.10 FEET TO A POINT OF TANGENCY; THENCE 2) SOUTH 89 DEGREES 45 MINUTES 57 SECONDS WEST 35.81 FEET COUNTY OF KENDALL) SURFACE,TO REMOVE ALL EXCESS DEBRIS AND SPOIL,AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION. TO A POINT OF CURVATURE; THENCE 3) NORTHEASTERLY ALONG THE ARC OF A CURVE RADIAL TO THE LAST APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE DESCRIBED LINE, BEING CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING UNITED CITY OF YORKVILLE, ILLINOIS, THIS a1 DAY OF ;L 200 STORMWATER MANAGEMENT EASEMENT PROVISIONS OF NORTH 50 DEGREES 31 MINUTES 13 SECONDS EAST, A DISTANCE OF 34.25 FEET TO A POINT OF REVERSE CURVATURE; THENCE 4) NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO ITS SUCCESSORS RADIUS OF 233.00 FEET, HAVING A CHORD BEARING OF NORTH 22 DEGREES 50 MINUTES 16 SECONDS EAST, A AND ASSIGNS,OVERALL OF THE AREAS MARKED"STORMWATER MANAGEMENT EASEMENT"(abbreviated S.M.E.)ON THE DISTANCE OF 94.04 FEET; THENCE 5) NORTH 43 DEGREES 01 MINUTES 04 SECONDS WEST 125.00 FEET; THENCE 6) PLAT FOR THE PERPETUAL RIGHT,PRIVILEGE,AND AUTHORITY TO SURVEY,CONSTRUCT,RECONSTRUCT,REPAIR, INSPECT, NORTH 44 DEGREES 15 MINUTES 13 SECONDS EAST 90.35 FEET; THENCE 7) NORTH 49 DEGREES 16 MINUTES 29 MAYOR MAINTAIN AND OPERATE STORM SEWERS AND THE STORMWATER MANAGEMENT AREA,TOGETHER WITH ANY AND ALL NECESSARY MANHOLES,CATCH BASINS,SANITARY SEWERS,WATER MAINS,EL5CTRIC AND COMMUNICATION CABLES, SECONDS EAST 168.29 FEET; THENCE 8) NORTH 33 DEGREES 53 MINUTES 34 SECONDS EAST 30.79 FEET; THENCE CONNECTIONS,DITCHES,SWALES,AND OTHER STRUCTURES Mob APPURT€NANC@t A$Fv'IP+Y 9E B€€MED NEC€SS&RY BY 9) NORTH 94 DEGREES 53 MINUTES 4§ 5EQQN05 EAST 97.Q2 FEET, THENCE 10) NORTH 02 DEGREES 42 MINUTES SAID C1141,OVER,UPON,ALONG,UNDER AND THROUGH SAID INDICATED EASEMENT,TOGETHER WITH THE RIGHT OF 56 SECONDS EAST 31.33 FEET; THENCE 11) NORTH 37 DEGREES 11 MINUTES 20 SECONDS WEST 164.22 FEET; ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND EQUIPMENT TO DO ANY OF THE ABOVE WORK.THE RIGHT IS THENCE 12) NORTH 18 DEGREES 19 MINUTES 52 SECONDS WEST 148.95 FEET; THENCE 13) NORTH 22 DEGREES 08 ALSO GRANTED TO CUT DOWN,TRIM OR REMOVE ANY TREES,SHRUBS OR OTHER PLANTS ON THE EASEMENT THAT MINUTES 40 SECONDS WEST 91.95 FEET; THENCE 14) NORTH 32 DEGREES 58 MINUTES 46 SECONDS WEST 65.62 INTERFERE WITH THE OPERATION OF SEWERS OR OTHER UTILITIES.NO PERMANENT BUILDINGS SHALL BE PLACED ON SAID EASEMENT. NO CHANGE TO THE TOPOGRAPHY OR STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT FEET; THENCE 15) NORTH 13 DEGREES 41 MINUTES 20 SECONDS EAST 151.75 FEET; THENCE 16) NORTH 59 AREA SHALL BE MADE WITHOUT EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER,BUT SAME MAY BE USED FOR DEGREES 18 MINUTES 32 SECONDS EAST 118.42 FEET; THENCE 17) NORTH 88 DEGREES 32 MINUTES 49 SECONDS PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS. EAST 240.59 FEET; THENCE 18) NORTH 04 DEGREES 49 MINUTES 10 SECONDS WEST 10.02 FEET; THENCE 19) THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER MANAGEMENT NORTH 01 DEGREE 27 MINUTES 11 SECONDS WEST 320.00 FEET; THENCE 20) NORTH 14 DEGREES 12 MINUTES 58 AREA AND APPURTENANCES. THE UNITED CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY PROCEDURES AS SECONDS WEST 66.46 FEET; THENCE 21) NORTH 30 DEGREES 12 MINUTES 25 SECONDS WEST 72.54 FEET; THENCE DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED CITY OF YORKVILLE. 22) NORTH 33 DEGREES 39 MINUTES 10 SECONDS WEST 80.00 FEET; THENCE 23) NORTH 36 DEGREES 49 MINUTES 10 SECONDS WEST 173.82 FEET; THENCE NORTH 53 DEGREES 10 MINUTES 50 SECONDS EAST 196.00 FEET; THENCE SOUTH 36 DEGREES 49 MINUTES 10 SECONDS EAST 82.59 FEET; THENCE NORTH 53 DEGREES 10 MINUTES 50 PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS SECONDS EAST 113.98 FEET; THENCE NORTH 66 DEGREES 33 MINUTES 35 SECONDS EAST 81.83 FEET; THENCE CITY PLAN COMMISSION CERTIFICATE THE UNITED CITY OF YORKVILLE. ITS SUCCESSORS,LICENSEES AND ASSIGNS,ARE HEREBY GIVEN EASEMENT RIGHTS NORTH 70 DEGREES 33 MINUTES 27 SECONDS EAST 81.83 FEET; THENCE NORTH 70 DEGREES 40 MINUTES 16 STATE OF ILLINOIS ) OVERALL AREAS ON THE PLAT MARKED"PEDESTRIAN EASEMENT","BIKE TRAIL EASEMENT","PEDESTRIAN AND BIKE TRAIL SECONDS EAST 78.87 FEET; THENCE NORTH 75 DEGREES 14 MINUTES 58 SECONDS EAST 72.08 FEET; THENCE )SS EASEMENT"OR"STORMWATER MANAGEMENT EASEMENT",TO CONSTRUCT, INSTALL,RECONSTRUCT,REPAIR, REMOVE, NORTH 79 DEGREES 26 MINUTES 14 SECONDS EAST 75.83 FEET; THENCE NORTH 78 DEGREES 02 MINUTES 56 COUNTY OF KENDALL) REPLACE, INSPECT, MAINTAIN AND OPERATE PEDESTRIAN AND BICYCLE TRAILS,PAVED OR UNPAVED,FOR THE USE AND SECONDS EAST 78.66 FEET; THENCE NORTH 80 DEGREES 44 MINUTES 34 SECONDS EAST 78.66 FEET; THENCE ENJOYMENT OF THE GENERAL PUBLIC.THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON NORTH 85 DEGREES 47 MINUTES 34 SECONDS EAST 103.42 FEET; THENCE NORTH 01 DEGREES 55 MINUTES 33 APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH AND THE RIGHT TO CUT,TRIM,OR REMOVE ANY TREES, SECONDS WEST 512.97 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG THE ARC OF A CURVE �Y / J SHRUBS OR OTHER PLANTS WITHIN THE EASEMENT AREAS HEREIN GRANTED WHICH INTERFERE WITH THE CONSTRUCTION, CONCAVE TO THE WEST, HAVING A RADIUS OF 1,000.00 FEET, HAVING A CHORD BEARING OF NORTH 02 DEGREES 22 UNITED CITY OF YORKVILLE, ILLINOIS, THIS I,y.!*DAY OF �� y 200=4 INSTALLATION,RECONSTRUCTION,REPAIR,REMOVAL,REPLACEMENT,INSPECTION, MAINTENANCE AND OPERATION MINUTES 12 SECONDS WEST, A DISTANCE OF 15.50 FEET TO A POINT OF TANGENCY; THENCE NORTH 02 DEGREES THEREOF. NO TEMPORARY OR PERMANENT BUILDINGS,STRUCTURES OR OBSTRUCTIONS SHALL BE PLACED ON OR OVER ` SAID EASEMENTS THAT INTERFERE WITH THE RIGHTS HEREIN GRANTED. 48 MINUTES 51 SECONDS WEST 142.04 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC - OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 133.00 FEET, HAVING A CHORD BEARING OF NORTH 19 DEGREES 57 MINUTES 33 SECONDS EAST, A DISTANCE OF 105.73 FEET TO A POINT OF REVERSE CHAIRMAN LANDSCAPE BUFFER EASEMENT PROVISIONS CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A THE UNITED CITY OF YORKVILLE, ITS SUCCESSORS, LICENSEES AND ASSIGNS,ARE HEREBY GIVEN EASEMENT RIGHTS RADIUS OF 67.00 FEET, HAVING A CHORD BEARING OF NORTH 21 DEGREES 21 MINUTES 57 SECONDS EAST, A OVER ALL AREAS ON THE PLAT MARKED"LANDSCAPE BUFFER EASEMENT"TO INSTALL,PLANT,MAINTAIN,INSPECT,REMOVE DISTANCE OF 49.97 FEET; THENCE SOUTH 89 DEGREES 59 MINUTES 57 SECONDS WEST ALONG A LINE RADIAL TO CITY ADMINISTRATORS CERTIFICATE AND REPLACE TREES,SHRUBS,BUSHES,GRASS,PLANTS,GROUNDCOVERS AND OTHER FORMS OF VEGETATION AND THE LAST DESCRIBED CURVE A DISTANCE OF 290.00 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 03 SECONDS STATE OF ILLINOIS ) LANDSCAPING FEATURES. NO TEMPORARY OR PERMANENT BUILDINGS,STRUCTURES OR OBSTRUCTIONS SHALL BE WEST 238.81 FEET; THENCE NORTH 73 DEGREES 32 MINUTES 25 SECONDS EAST 364.95 FEET; THENCE SOUTH 16 )SS PLACED ON OR OVER SAID EASEMENTS NOR SHALL ANY SUCH VEGETATION BE REMOVED,(EXCEPT TO REPLACE DEAD OR DEGREES 27 MINUTES 34 SECONDS EAST 105.89 FEET, THENCE SOUTH 00 DEGREES 00 MINUTES 03 SECONDS EAST COUNTY OF KENDALL) DISEASED VEGETATION WITH LIKE VEGETATION), WITHOUT THE WRITTEN AUTHORITY OF THE UNITED CITY OF YORKVILLE. 240.67 FEET; THENCE SOUTH 89 DEGREES 59 MINUTES 57 SECONDS WEST 24.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE, SAID CURVE BEING RADIAL TO THE LAST DESCRIBED LINE, BEING CONCAVE TO THE APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE THE OWNER OF THE PROPERTY SHALL BE PERPETUALLY RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE NORTHWEST, HAVING A RADIUS OF 133.00 FEET, HAVING A CHORD BEARING OF SOUTH 21 DEGREES 21 MINUTES 57 �a^F' 4� U"L LANDSCAPE BUFFER EASEMENT AREAS AND APPURTENANCES. SECONDS WEST, A DISTANCE OF 99.20 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY ALONG UNITED C YORKVI E, ILUNOI , THIS __�.1AY OF_-./-__-, 20 THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 67.00 FEET, HAVING A CHORD BEARING OF SOUTH 19 DEGREES 57 MINUTES 33 SECONDS WEST, A DISTANCE OF 53.26 FEET TO A POINT OF TANGENCY; CITY ADMINISTRATOR THENCE SOUTH 02 DEGREES 48 MINUTES 51 SECONDS EAST 142.04 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 1,066.00 FEET, HAVING A CHORD BEARING OF SOUTH 02 DEGREES 22 MINUTES 12 SECONDS EAST, A DISTANCE OF 16,52 FEET TO MORTGA S ERTIFICATE A POINT OF TANGENCY; THENCE SOUTH 01 DEGREES 55 MINUTES 33 SECONDS EAST 468.95 FEET; THENCE NORTH STATE OF ) 88 DEGREES 04 MINUTES 27 SECONDS EAST 132.61 FEET; THENCE SOUTH 87 DEGREES 59 MINUTES 39 SECONDS KENDALL COUNTY RIGHT TO FARM STATEMENT )COUNTY OF SS EAST 189.84 FEET; THENCE NORTH 87 DEGREES 09 MINUTES 44 SECONDS EAST 78.90 FEET; THENCE NORTH 79 NOTICE: ' _!_'. _ ��t �. DEGREES 49 MINUTES 26 SECONDS EAST 81.97 FEET; THENCE NORTH 88 DEGREES 04 MINUTES 27 SECONDS EAST KENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND RESPECTS HOLDER OF A MORTGAGE ON THE PROPERTY 296.09 FEET; THENCE SOUTH 75 DEGREES 08 MINUTES 22 SECONDS EAST 168.15 FEET; THENCE SOUTH 81 THE ROLE THAT FARMING CONTINUES TO PLAY IN SHAPING THE ECONOMIC DESCRIBED HEREIN, HEREBY CONSENTS TO THE EXECUTION AND RECORDING OF THE ABOVE AND DEGREES 15 MINUTES 46 SECONDS EAST 87.83 FEET; THENCE NORTH 88 DEGREES 59 MINUTES 05 SECONDS EAST VIABILITY OF THE COUNTY. PROPERTY THAT SUPPORTS THIS INDUSTRY IS F,{ tEG01N PLAT F U SIION ANDMHEREBY SUBMIJ 1TS149(i&j BECQRNEIHE OFFICE OF THE 95.12 FEET; THENCE SOUTH 81 DEGREES 47 MINUTES 10 SECONDS EAST 87.81 FEET; THENCE SOUTH 81 DEGREES wu AS INDICATED BY A ZONING INDICATOR - A-1 OR AG SPECIAL USE. ANYONE RECORDER OF DEEDS, c_C1O,U-NTY, ILLINOIS, TO ALL OF THE PROVISIONS THEREOF. 47 MINUTES 25 SECONDS EAST 80.01 FEET; THENCE NORTH 87 DEGREES 02 MINUTES 13 SECONDS EAST 72.70 CONSTRUCTING A RESIDENCE OR FACILITY NEAR THIS ZONING SHOULD BE AWARE IN WITNESS F DEEDS, THE SAID � � In 'W•a�' /' PRO FEET; THENCE NORTH 72 DEGREES 00 MINUTES 47 SECONDS EAST 66.72 FEET; THENCE NORTH 72 DEGREES 00 THAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN OCCASIONAL SMELLS, HAS CAUSED THIS MINUTES 47 SECONDS EAST 84.41 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 14; DUST, SIGHTS, NOISE, AND UNIQUE HOURS OF OPERATION THAT ARE NOT TYPICAL INSTR.j ENT TO $ SIGNED BY ITS DULY IJTJ-IORIZED OFFICERS ON ITS BE ALE AT IN OTHER ZONING AREAS. -- _-J[��-- - Z I IfMO1CL THIST�l DAY OF THENCE SOUTH 01 DEGREE 00 MINUTES 37 SECONDS EAST ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF cr 20 SAID SECTION 14, A DISTANCE OF 338.39 FEET; THENCE SOUTH 88 DEGREES 04 MINUTES 55 SECONDS WEST, 437.90 FEET TO THE NORTHEAST CORNER OF LYNWOOD SUBDIVISION, EXTENSION FOUR; THENCE SOUTH 88 DEGREES 04 MINUTES 27 SECONDS WEST, ALONG THE NORTHERLY LINE OF SAID LYNWOOD SUBDIVISION, EXTENSION FOUR, BY'-- - -- - - 1168.32 FEET TO THE NORTHWEST CORNER THEREOF; THENCE SOUTH 01 DEGREE 27 MINUTES 11 SECONDS EAST, ��/ • �Cr' t-- � �...r. ALONG THE WESTERLY LINE E EE 28 M SUBDIVISION, EXTENSIONS FOUR AND FIVE,WESTERLY 06 FEET TO AN IRON "ALL LOTS WITHIN THIS SUBDIVISION ARE INCLUDED WITH! THE UNITED (, /1 STAKE; THENCE SOUTH 01 DEGREE 28 MINUTES 33 SECONDS EAST, ALONG THE WESTERLY LINE OF HEREIN DE PRINTED NAME AND TITLE SUBDIVISION, EXTENSION FIVE, 362.22 FEET TO THE PLACE OF BEGINNING; SAID PARCEL OF LAND HEREIN DESCRIBED CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBEReb-P -W-4- AND ARE SUBJECT TO AN ANNUAL TAX LEV•�YYIIN ACCORDANCE WITH THE CONTAINS 56.0639' ACRES, MORE OR LESS; ALL IN KENDALL COUNTY, ILLINOIS. PROVISIONS OF CITY ORDINANCE NO. �49 •�3- "AN ORDINANCE ATTEST: _ _- _ _3�'- -___ .__ ____ ESTABLISHING UNITED CITY OF YORKVILLE SPECIAL /S" VIC AREA NUMBER /+�� • • /� `/� •+ �'�/• WE FURTHER CERTIFY THAT THE PLAT HEREON DRAWN IS A CORRECT AND ACCURATE REPRESENTATION OF SAID 200 '-yS6" ADOPTED BY THE CITY COUNCIL ON _�F �Z Q AND �+fA_V •� �fl�•�,M_�1(10,Ay!�-! o- A^!sf• SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF. FILED FO R CORD IN THE RECORDER'S OFFICE OF KENDALL ICOUNTY ON PRINTED NAME AND TITLE AS DOCUMENT NUMBER _�9_y�Q1g'L� Z FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY CY BASED ON FIRM 170341-0020C, NOTARY TER IFICATE DATED, JULY 19, 1982. ALL OF THE PROPERTY IS LOCATED IN ZONE C, AREAS OF MINIMAL FLOODING. STATE OF QS AT SS/���Q�. WE FURTHER CERTIFY THAT WE HAVE SET ALL SUBDIVISION MONUMENTS AND DESCRIBED THEM ON THIS FINAL COUNTY OF Ve- ) PLAT AS REQUIRED BY THE PLAT ACT (ILLINOIS REVISED STATUTES 1977, CHAPTER 109 SECTION 1). • IVJ C 1, _ , A NOTARY PUBLIC IN /AND FOR THE COUNTY WE FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE PLAT HEREON DRAWN IS SITUATED WITHIN THE ANDS TE AFOVS ID• DO HERE Y RTIFY THAT il(,L� a. Af V c CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE, ILLINOIS, WHICH IS EXERCISING THE SPECIAL POWERS AND �Ma��=�P6(2SOt`{ALL Oa.��p BE HOWN 'AB�E, AUTHORIZED BY DIVISION 12 OF ARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE AS AMENDED. PRESIDENT AND SECRETARY OF _�� -caeG APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND GIVEN UNDER OUR HAND AND SEAL AT NAPERVILLE, ILLINOIS, THIS 5th DAY OF MAY, A.D., 2004. DELIVERED THE SAID INSTRUMENT AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS THEIR FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN SET FORTH. //���� GI UNDER MY HAND 1r NOTARIAL SEAL THIS -S[.- DAY OF 20N. GEMINI Iffill � , - SgLL W p r;OTAR 'BUr �J9 4S�y 4 5/3/04 REVISE ESMTS PER REVIEW (RECEIVED 4/27/04) MEK •' r .�r .. qrs F -� •' ' t • RUSSELL W. OLSEN, P.L.S. # 2718 STATE LLINOOF Its"• �'�' VICE PRESIDENT 3 3/17/04 REVISE PER 2/17/04 REVIEW LETTER AND CLIENT MEK ' t d� PROFESSIONAL ' LICENSE EXPIRES 11/30/04 LAND SURVEYOR 2 1/27/04 REVISE OUTLOT NUMBERS MEK �:. ,� sg F°' }c ' 'sue N0.035-002716 1 1/20/04 REVISED LOT NUMBERS & STREET NAMES MEK as " J7 12/17/03 ISSUED MEK �A°ERVILLE\� N0. I DATE DESCRIPTION BY BRUCKFz2j BRUCE A. BRUCKELMEYER, P.L.S. # 2456 m STATE OF FP PRESIDENT ILLINOIS PROFESSIONAL LICENSE EXPIRES 11/30/04 LAND SURVEYOR NOTES: MIDWEST NO.035-002456 • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNICAL PREPARED FOR: HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS, INC. lip MPI-2 YORKVILLE CENTRAL LLC ApERVILLE' POLICY AND LOCAL ORDINANCES. LAND SURVEYORS • COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY TELEPHONE: w ww.midwte32 CENTRE POINT DRIVE DIFFERENCE AT ONCE. (630) FACSI Soy-o1o1 832 CEMILE SUITE 106 JOB NO.: 265-140 DRAWN BY: MEK 630 505-0318 NAPERVILLE, ILLINOIS 60563 SHEET 4 OF 4