Loading...
Resolution 2004-09 oversize plat (unit 4) BASIS OF BEARING FINAL PLAT P.I.N.: 02-14-100-009 GRANDE RESERVE P.I.N.: 02-14- -001 ASSUMED THE CENTERLINE P.I.N.: 02-15-477 477-001 OF BRISTOL RIDGE ROAD TO BE: UNIT 4 N 38 040'00" W BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 15 AND PART OF THE SOUTH HALF OF SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS. THIS UNIT CORRESPONDS TO NEIGHBORHOOD 1� AS SHOWN IN THE ANNEXATION AGREEMENT. Az 00400023005 ZONING OF LOTS 228 THROUGH 343 in Filed K,ENDALLD000NTY, dILLINOIS " " SHOWN HEREON IS R-2 P.U. D. PAUL ANDERSON 08-17-2004 At 08;50 am. 1 PLAT OF SUB 62. 00 R UNSUBDiVIDED) ©� 40' WIDE GAS MAIN EASEMENT GRANTED z TO NORTHERN ILLINOIS GAS COMPANY SE1 OpNCRE �� BY DOCUMENT N0. 132909 RECORDED IN MONOMEN BOCK 124, PAGE 24 ON FEBRUARY 7, 1961 300 II I I I S 79.59'04" E 885.63 \ ,I sr I P� ',8p0 ' I 3 �• _ 00 p'1615 2•32'47 E 1 263 C$'N 259 O ' 30p1 251 258 N O � 1 255 256 •- SCALE: 1" = 100' SITE MAP 254 U) W ^ � DRIVE ' 253 c. 100 50 0 100 N I 2 N / to N� 252 261 N 264 263 262 O SUBDIVISION LIMITS 3 t•0�' `�� SECTION LINE FpUND � " LINE e -� QUARTER SECTION LINE IRON `25 00 EN�RUHE\ / 2 •�0.LA 0 51 302 \ --- QUARTER,QUARTER SECTION LINE �" / 261 � + --- EXISTING R.O.W. LINE ` 300 3p1 PACI'� 4,`t R'2"�O� l P.U. & D.E. HEREBY GRANTED O 2139 P,39• 2.31 — — — — 3 m.•. SECTION CORNER ,..� 250 \ + R`g11•p0 Q 1 LDEN AVENUE �p,'01.I 3.15.36 W 4, 2131 A Cg'S > 16 QUARTER SECTION CORNER 0 269 (f1 o> 413 1jJ O Q (mess.) MEASURED DISTANCE Mj� 2 W P^PS (ree.) RECORD DISTANCE P.C. POINT OF CURVATURE ° 2136 1 N as P.T. POINT OF TANGENCY �^ 210 32 V) R. RADIUS 246 322 z A. ARC LENGTH OF CURVE O Lu 304 CB. CHORD BEARING nl 1 P.R.C. POINT OF REVERSE CURVATURE Z r 21 295 LU P.C.C. POINT OF COMPOUND CURVATURE DOC. o. 71 PER 241 O Q 323 320 ' P.O.B. PLACE OF BEGINNING 1 215 305 P.O.C. PLACE OF COMMENCEMENT P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT 212 2134 ui -06"3 �M B.S.L. BUILDING SETBACK LINE f S �5 "- N.E.A. NON-EASEMENT AREA T / 246 Q 324 319 O 6x•00 Q SET CONCRETE MONUMENT / E 306 0 SET IRON PIPE RESA AV o� 0•00. AMOS AVENUE • FOUND IRON PIPE �• L LLQ, LINE TABLE NO. 245 325 31a C LLQ. CURVE TABLE NO. 301 NOTES: 2�3 2g3 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC CAP AT ALL LOT CORNERS C �� 2 326 1311 UNLESS SHOWN OTHERWISE ON SHEET ONE. P�o�p�R` W k -- (U g V, (tr 2. FOR OVERALL BOUNDARY DIMENSIONS c NO• ��965' �� 30 REFER TO SHEET ONE, FOR INDIVIDUAL LOT ?1) �� 001 243 274 292 3 DIMENSIONS, EASEMENTS AND SETBACK 3 321 L� LINES REFER TO SHEETS TWO AND THREE. •� O N= 3. A "PUBLIC UTILITY AND DRAINAGE �p 316 EASEMENT" IS HEREBY GRANTED OVER ALL // Q 3013 h PORTIONS OF LOT 3007, Very! �0 242 15 2131 4. LOT 3007 SHALL BE CONVEYED TO THE tiz A. 2 326 O GRANDE RESERVE HOMEOWNERS t� �v0 315 0 S ��•51 + ASSOCIATION. 5 8 00 a 2v 241 J� � 4910 11" 5. A "STORMWATER MANAGEMENT FOUNOREBAR /�^°° Q� 2130 310 S EASEMENT" IS HEREBY GRANTED OVER ALL 5 31 pp�MEpS ry��� Q 276 329 1�5 OF LOT 3007. p� ,y .?s �•�� .� 14 6. LOT 3007 SHALL HAVE NO DIRECT • �O°°Or,P � P 240 VEHICULAR ACCESS TO KENNEDY ROAD. �j� 10 jQJA Q� 211 p 11 O 9 3 FNNjNG N �o 23 0 213$ 312 13 (� �4 216 23 s 281 LANE o, 3 PJ O , � 3001 2113 e� 0� FOUND 1�2 REBa '�� 331 i MEpS X01 338 N /`� Q '3 33 05l 2g6 335 ����V P 0.8• / \ 3313 340 Ce° SO µa UMEN 236 2g0 231 341 343 REBP 342 N I FOUND 314 43'�jrJ 334 0^ N 6j7J5'20+ ({� CP 1 N On'. _--- 33.01'�MEPS• ��, .0 565.06' h� 2 Q� •28'136" �, w I \ 2g1 3 c, 190.61' . J A LA �� OLD GLORY p 33 N 84.44'42 ''- o" 1n o aR ° �i COURT FOUND 5�8 R !' y,60 �GP _ 2g4 3 0 + l /O \ 23 W c h 00*0a> 33.000MEPS• $4 �O1°4_ Z Q 282 4' O 332 C' 0) \ O 232 O O i� 1 �OJ?o`�EQ� 0 a� \ Sltn 331 if�C` CO 65 6.2� OJa�ee .,,50p W+ � ,,�•. \ �° N 24 116 00 �'9y09 229 , \ �n� � $ 2� �o•�o F �y. �� ��\ ��egSs T \ 0 , o °ly �• . 0� o o° GRANDE RERV U°0 O k ,n of s°. ��•��, \ j CORNER 3 iRONg302511 C) \ + y U q U I fy 8 5/3/04 REVISED ESMTS PER REVIEW (REC. 4/27/04) MEK 7 4/13/04 REVISE STREET NAME MEK \\ \ 22 f --- 6 3/17/04 PER 3/3/04 YORKVILLE REVIEW & CLIENT MEK 5 2/23/04 REVISE LOTS 248/249 EASEMENT MEK � ,�Leef.l!r 4 1/27/04 REVISE OUTLOT NUMBERS MEK / ��C` ,.t ... \ j � 224 3 1/20/04 REV. ESMT PROVISIONS & ST. NAMES MEK r do fi � \ 22J 2 1/6/04 REVISE LOT NUMBERS MEK 1SORS 21� 1 11/19/03 REVISE EASEMENT, AT LOTS 4 & 5 MEK 11/6/03 ISSUED MEK ,' ...�� ,�\ \ � 11z_ NO. DATE DESCRIPTION BY ND= _ TOTAL AREA HEREBY SUBDIVIDED MIDWEST TOTAL 52.0811 ACRES± 2,268,652 SO. FT.± • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNICAL PREPARED FOR: AREA IN LOTS 228 THROUGH 343 HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS, INC. MPI-2 YORKVILLE CENTRAL LLC 36.9879 ACRES± 1 ,611 , 193 SQ. FT.± POLICY AND LOCAL ORDINANCES. 1110 LAND SURVEYORS • COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY TELEPHONE: www.midwtech.com LOT 3007 2.8047 ACRES± 122,174 SO. FT.± 630 505-0101 1832 CENTRE POINT DRIVE DIFFERENCE AT ONCE. Acs?iMILE SUITE 106 JOB No.: 265-140 DRAWN SY: MEK RIGHT-OF-WAY 2885 ACRES± 535,285 SQ. FT.± 630 505-0318 NAPERALLE, ILUNOIS 60563 SHEET 1 OF 4 REAR LOT LINE FINAL PLAT 200400023009 BASIS OF BEARING Filed for RecordILLIN0I5 -- - I - - - - - P•I.N.: 02-14-100-009 KENDALL C P.I.N.: 02-14-352-001 PAUL ANDERSON 1 � � -I F --- ASSUMED THE CENTERLINE GRANDE RESERVE OF BRISTOL RIDGE ROAD PLAT7OF{jSUBAt 08:50 am. I I o I I . . .. 02-15-477-001 TO BE: UNIT 4 N 38040'00" W BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 15',AND PART OF THE SOUTH HALF OF SECTION i i I LIINE LOT 14 TOWNSHIP 7 NORTH RANGE 7 EAST O F TH E THI RD PR INCIPAL MERIDIAN ALL IN KENDALL COUNY, ILLINOIS. I / I I 1 1 CURVE TABLE LINE TABLE 1 5 CURVE ARC RADIUS CHORD BEARING LINE BEARING DISTANCE C7 62.80 350.00 S 8626'51" E L7 N 16'03'03'• E 7.48 A=76.73 R=800.00• / / i 1 30' BUILDING C8 83.98 400:00 S 02'40'42 W L8 N 17'50'54" E 10.84 CB=N 23'32.47" E n 1 SETBACK LINE I 1 C9 34.91 25.00 N 33'56'51" W L9 S 08'41'34" W 27.09 508 - - ' - C10 21.76 25.00 S 81'06'47" W L10 S 28'04'40" W 7.00 5 S U ®)�'®�1./ 1 r C11 21.76 25,00 S 49'00'40" E L11 N 73.56'57" W 22.60 / /� Wjp 1 I I I • f Ct 2 39.27 25.00 N 61'03'03" E L12 S 73'56'57" E 18:18 / ORq -- - - J L - / N M L13 N 16'03'03" E 44.25 ' / pOOU7i, ys 0p TO A1N f C13 173.25 283.00 N 33 3519" E a / MfNr CqS NOR 1, C14 39.27 25.00 N 5500'56 E L14 N 811826 W 21.03 /o / NB Np 130pypjvp?R fNT $ C15 38.16 25.00 N 361511 W L1.5 S 61 5520" E 100.49 / / EB U7?¢ p90g FyBy 79-59•0.4M a pOc FRONT LOT LINE � C16 39.03 25.00 S 26'52'16" E Lib S 8444'42"'E 44.91 / / qRy>Of?¢o�Ofp •63• C17 38.94 25:00 N 63'46'56" E U7 N 84'44'42" W 44.94 / 196j ON g34 78 TYPICAL EASEMENT DETAIL � n') C18 54.49 317.00 S 86'13'55" E L18 S 51'20'00"'W 81.04 3007 51' 26 1Oq 09. W 160' pn" - _ � C19 71.10 383:00 N 86'37'32" W L19 N 38'40'00" W 62.78 / / W �� NOTE: A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASEMENT z C20 41.53 25.00 S 51'06'00" W L20 S 19'09'19" W 69:60 1 / / 28ti8 °' _ 7-1 r 105.08 IS HEREBY GRANTED ALONG ALL FRONT AND REAR LOT W 1 C21 43.83 367:00 S 00'05'08" W L21 S 51'20'00" W 81:04 �/ / S 8 gy3\ �'( \ \ I I '-7- _ LINES AND ALL SIDE YARD EASEMENTS SHALL BE 5 FEET , [] C22 49.95 4814.46 S 27'10`45" W L22 N 61'55'20" W 78:70 / / 00 i 'v \.5 I o 1 f - 102,04' N 79.59'0 " UNLESS SHOWN AND DIMENSIONED HEREON AS OTHERWISE. 7� C23 39.01 25.00 S 17'13'26" E L24 N 40'04'16" E 26.75 +� / ^ /i I-1P I 4 W 706. C24 146.19 367:00 S 73'20'01" E L27 N 28'39'21 E 10.11 �� / // ry h 5� \ 10'-1 �I 51 15' 7 1 !-__95.00' 22' � C25 39.27 25.00 N 50'15'18" E L35 S 1T50'S4" W 5.00 / / \ \ 1 of I I / 5 '7-7 0 (, 8 25:0 N 40'04'15" W L37 N 0771'39' W 55.00 / /\ \ rn o1 it: 5'-1 0 / 95`00' C26 3 .99 0 �/ o / a I 255 I 1 o SET CONCRETE C27 34.35 25.00 S 89'59'49" W L38 N 48'02'39" E 82.76 / /h / \ \ aj N I� 0 13,822S.f.t o rn 1 1 I 7 7 95. O MONUMENT / / 5 0 254 NI 3 10•_( 10' r - -11 o C28 64.82 683.00 S 53'21'26" W L40 N 16'03'03" E 10:00 <tI / V i\ w I o N I • 1` • m �, 21,013s.f.t r l a Q 256 O 1 LS' 'r _1 110. C29 159.55 367.00 S 43'37'20" W L42 N 23'51'16" E 19.15 /<v \ r? 1 ,n ,? m 3( 5'-..1 o f 00' 3003 C30 152.39 433.00 S 41'15'02" W L43 N 4802'39" E 8:68 + / / o / \ d \ I 13,111S.f,t o° 257 I- 1 1 I C31 39.27 25.00 S 06'20'00" W L45 N 7049'01" E 57.49 ^ / a° / \ ej 253 \ I n o m 1 0 /� / y?" ^ / d 19,102s.f.t \ I I I _ / 12,872.5s.f.t (n of p ! 10' 1`10' I C32 132.84 217.00 N 33'3519" E L46 S 871413" E 73.84 9D /� ti o� o \ \ -T • h 1� 0 258 o co' 1 J C33 37.70 25.00 N 651730" E L47 S 5005'46" W 16.79 �/ /2 / 3 / o ' \ \ 1 °- 1 a J 1 ^°� 12,872.5s.f.t h �' 259 J i 1 _� C34 39.60 25.00 S 26'13'04" E L48. N 26'52'47" E 12.99 2 / ,. �1 \ c^ \ _1-,-J L- 1 J 8 1 260 I�_ 0 12,872.5s.f.t /$ v° m. (• N C35 129.17 367.00 S 41'15'02" W L51 S 56'04'35" W 20.79 / / S1 \ \ \ \/ J ADO. 15 A rv7, 23' 32, ^J L_ o ( �• ( � °1 14,7715.f.t o 8 _ 1 0 C36 39.27 25.00 N 83'40'00" W L52 N 61'5520" W 13.49 / / \ / \ i' 15 9 J _0 J J • J l0 3 C37 93.01 67.00 N 58'55'26" E L53 N 03'20'10" W 13.20 / / 252 \ \ sy ' \ \-i P 0• 95,00' J- J I ° 18 388s.f.t \ 8� o. L L_ __ I 1 v J 1 at C38 37.58 25.00 S 38'14'32" E L54 S 70'51'06 E 75.80 / / /\ \ \ �� , 55 95.00 - J 1 -� 3p B 1 C39 61.66 433,00 S 00'44'36" W / / / \ /n5 9 55 r �- - S 7g5 L _ 0 1 'S1 1 C40 153.99 292.00 S 11'46'18" W / a /�1S 5�\,>rAA / \ \�/ p�°og 5 �' �� I�04� e 402.88 -95.00' J 0 f� C41 48.04 4748.46 S 27'10'18" W o r R _ O / / sJ)ray ,5 p0 00 - -�`� _S 9!9 a5.00, C42 39.54 25.00 S 72'46'07" W / 59• C �. F / 0 X50 F 07' _ A�_4. 05' OQ" / h E� 55 55 W P°A,I '•.-f -I 1- 49.00' 427,g C43 40.42 25.00 N 05'08'32" W / / \ �O / o. , 0 5g q I I b 1 r, 9248 N HEREBY DEOICq _� - ° C46 91.03 850.00 N 23'13'33" E / / \ /'` 6 9� �g5 95 C48 21.36 283.00 S 48'57'49" W O / 00 251 \ \ V P� k9, �O 5 �h / l �= 79'59'04^ TEO C49 20.00 617.00 S 20'05'02" W / h• 1S, \ P� P 00 / \ I I `J 1 7 -t W 403.43• N 13,820s.f.t o \ r_ 92.48' C50 22.00 433.00 S 3237'25" W / / n1•°°9� �\ \ 1 0 ( 1 ° 1 ( _ C51 42.52 367.00 S 48'00'50•• W / / O• 0 8' O/ /� S / P���- , \ 266 0 265 -7 924 q, / / \ B2 /h y / qy \ N� 1 ,570s.f.t ; 12,040s.f.t N 1 1 _ 00_ C52 30.53 200.00 N 34'17'37" W h S /^ s• / 0 a • h 3 1 1 77. \260. C53 12.00 200.00 N 14'19'55" E / �° / 13¢ 41' o• h / �° a. 1 I 7` �- 054 17.00 217.00 N 48'52'53" E o' 09 F� Ip. /� p 1 $0 .0 264 C56 10.00 133,00 S 83'27'43" E •� // ^�� / \\ \ y P P \� �• ^° 12,145s.f.t ° 0 1 3 1 o \s i• SCALE: 1' = 60' C57 11.00 317.00 S 82'18'05" E / \ \ 5'� ' ^ 0 263 1 31 B•sL I / ^^' / \ / / \ \\ \ \ I-5 7n 5 1 _ ^° 12,092s.f.t o o C58 20.00 292.00 N 24'55'01'' E ^ 267 I 1 C59 8.00 292.00 N 02'33'04" W / / ° /`�1S, 250 0 r0• / SS 5 \ 5 v J L- - - -I_ 5 5 262 to ml o //o• / h/ \ 3 14,4162s.f.t � � L_- � � ° 12,045s.f.t 101"1 t0'-I 12.72 683:00 S 19'41'20" W / ti° / 14,279S.f.t °y �r60r2 , iL L46 -L 5' 1 v F°� ,o° 261 60 30 0 60 C62 �/ �` / ri 9r d \' AS 9 _ J _ 5' 1 0l ,3,138s.f.t I I n p C62 9.54 1033.00 N 6139'27" W (�' / /� _65.12' 2.57' $ 80'17 J s' n C63 5.00 387.00 S 55'41'09" W "1 / \ h / I + 103.94' 55 _ 10',1 yi C65 8.96 433:00 S 50'44'25" W �4' 1 / v / /^ X r ' �o o ^r- E 277,52 L�%_ p$ �y y / $ >? /4 / / 268 \ / o �o i _I I �f'-1 r - so.o1_ - C-10 _ -I I` v W °906^ 14,258S.f.t \ 1 ° \, 10' g?•48± �� - _ 4 0 SUBDIVISION LIMITS �, � /��• X15' h\1329 �1 ^// o/�\ ^ k6 /1' O• I I 10 1 1 T - '! r_ 83.SP S 85'11'11" E _J ----- SECTION LINE h l \ \6912'14^ , �p / 5 \�� I w w I S 5 ^ 1 ( 7 r 115 44' N -��� QUARTER SECTION LINE t o, p� p / 1-151 1S> f^ '4 S• /� j ,ti r<, J 298 It 5, o --'--- _ ►` a ^ 249 Q/ .04\ y n0 / O• ? 1bo un ! 3 5 1 I o ?A `+� --- QUARTER,QUARTER SECTION LINE �"' It l / 1 `� // \A r• 15,467S.f.t - m 299 a M 1 3 10 1--10' W --- EXISTING R.O.W. LINE p h 13,0790A / s I I 0 300 I f*1 \` P ° /� o�1 h r0 $r. I 13,386s.f.t .r co v o ---- 1 e s� / ` , /\ I 12,12,s.f.t 301 I I I I _ .y o 1 / io m r.j o P.U. & D.E. HEREBY GRANTED S j'�` / /m a 12269f.t S'°•% 0`°�1 \ �\ I I 1 n e 12,702s.f.t Ip o1 15,3407�f.t a IN ---- .,,� ?09'08"�\ 10�/ / L` p°\ a/ O 297 \ \ / I I I 1 30' 1 o I w I o' I / a '°+ \ 2 / r 14390 f S V \ 14,745S.f. \ O ml - _ _p 1 J -B.$L` V I m I Q, lO''I wn SECTION CORNER >?7 /yam h y_- l I f I f 1 X4.95'• 7 -- ..1__I o -_ I 1 1-10 13�1g` (J/� p°/ h SS,, P 5g S5 26" E, 3.56 L_ 1 1 - - O / a 248 b 21' / Ge%N 90,00' - L_ ° I ' ' QUARTER SECTION CORNER r 1 6 3 // / S _ �1 10' p/ /y 110' 40 3S' / / 0 81'18 26 E 96.35, -J__J LO I o -i/ Y 13,089s.f.t /;/ `/ / m / op, f r , 6 ° ADD 259.91' - _ _ / m �' / ' \ \ o\, oo' L- -- J A=39.41• R=25.00' \ / (i% E A=10 8' ) MEASURED DISTANCE [� ('� i� / / "� 1$' / \ P ���n 5 $ 81'18' A Y �meas. V8 / � ` � 0 270 � \ � L by 2 17g'�26" E 259. C18 _ . • .• /O °� /o b / \ / 47' g1 E�1 -E CB=S 32 31 03 W (�e�.) S >2, / /a o / 12,207s.f.t a'S RECORD DISTANCE Og a' [\ S 817 HER _ / 06" ^ O a / 296 1 O a' ii 8'2g" EBY OEDICg7E 80.43' C7 A=61.78• R=317.00• Q P.C. POINT OF CURVATURE l 1¢6.9 f l N N a' N 0 y^' P/G0 G'S1 - 32. E 122 D m rn $ >?o 15,7,1s.f.t /;� ^ _ 00 52' CB=S 83'15.36~ W W P.T. POINT OF TANGENCY Nis, J �^ ,� l X13 9�6^f h / / (� 1 so.sz_ �,� do 110 a 10 / / -`_ I I tP L14 R. RADIUS 247 / `v W/1- 401 !� ' / / �, �/ / I -� ° \ W G1° C19 •�, A. ARC LENGTH OF CURVE 13,363s.f,t / Vv' Q ^ �/ 271 /° T $ 7080' /^� I 1 3D' B.SL W o^% A_71. to' L ^ O O / X74 ¢7.f H N ?-- - , CB. CHORD BEARING M / _ 1 /N "j 1'6S �' l'O l / I Cl I IL, ° I !� P.R.C. POINT OF REVERSE CURVATURE LNA /�o, o � o = �.^� Z 12,207S,f.t 6� /"10' ��, ��/ � °' rn \ / O $ >� /� 2 / /4,• • l �1p• �' 1J 1 n I I 30 Q P.C.C. POINT OF COMPOUND CURVATURE / ? /1 N yr 8. // �90s`-�. °y � �� F� °/ � � o../ 322 o w 321 � i "I-- � I s.L. _ Lr1 P.O.B. PLACE OF BEGINNING A l o �6QO0' f 1 J /� S > . o rn/ 10' / 17,909S.f,t °� 10'-I I N ? r 295 � to q / 3 / og06" h / 1 14,952s.f.t I I 303 _ /� " 7$' I P.O.C. PLACE OF COMMENCEMENT 13716,` �h / 13,353s.f.t � / / I 1 13,539s,f.t 15 I P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT \� `• / l °0j r of 2 L NI/ /� 5 ` 5• I IN o I 15 !A o I y z B.S.L. BUILDING SETBACK LINE % p• / l toy n'l " 7 �? /h 1441 s � 1 I � O 246 r� / M / / / 272 / S 1050. / /°' �� / / 70804/" I I o I o '� u, L- I _'- '- '-- J �"'S N.E.A. NON-EASEMENT AREA 13,500s.f.t o / 13767s.f.t 1S' T�7 4j^ b ��7?8 f ^ °• _J- J o ° N 86.39'50 E •�/ /^ 7 u L 1 3 f / `/ SET CONCRETE ON 1 0 u> 9,¢e. ^�^ / / J J L -L t,; x I _ t 13 MONUMENT ` � 19 128A0_ / / S lo. 30.00' 95.00' m w o - - r `>?0g'06" a / \ \30' / o / ° a / N_86'39'S0 1E-125.00 ° u O r- IJs O SET IRON PIPE 10 150 f / c3 0 B,S / o _ �' �'/ / -I-�"1 0 < rn N Op• \ \L ry m J o r o o m I 1 • FOUND IRON PIPE 294 /J N / Ai , ° I rn m is 13,852s.f.t / / o / 323 15 I 1 1 - ° ° �I 304 1 0 ((s��• L 1.187. LINE TABLE NO. 245 C35 11.2 4 j / e '? 12,275s.f.t 1_10, o O m N g1 12,612s.f.t m j C N. CURVE TABLE NO. / / ,Q S J o\ / �/ ron v L I I� o o °- . i �+ NOTES: / 13,169s.f,t ' l /� w 7738 L \ /^ O ro 49 \ '�S ° 320 `K I= I �I f ? �`` J101 v �� 7050, 1 9 .51 1 I 1. SET 3/4" IRON PIPE (1-1/4' O.D.) WITH PLASTIC CAP AT ALL LOT C / 7 41^ IN 14,025s.f.t I (-10 �I CORNERS UNLESS SHOWN OTHERWISE ON SHEET ONE. /o S ?4.90• 1j?¢9•� 4, 4m °" 4gOp E� ro I 10' IJ / / 1g1 h ^ 280' /N 3 S >7• /q 44 4 / J� L_ -N 86'39'50 t AD, /� / o� N 33g�s"f v o z y to • ) W L_ _L I U - - -132.04'-- -� 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO SHEET ONE, FOR 5 1 " w f a N INDIVIDUAL LOT DIMENSIONS, EASEMENTS AND SETBACK LINES REFER RfBY \ V C /o ° ¢/I / v> S 84'2618 E__ CS r I o \ / \ 119,51, S 7735?8"Of0i0gTf0 � 2 ° / ! 324 (� r r -142.93'_ _ 10' 15''-1 TO SHEETS TWO AND THREE. r r 244 �, f � -___ \ ^! / /�\b �� 22.v = L; 13,387s.f.t I^' 1--10' 1 13,803s.f.t ^ 10' 98' g I a1 3. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS HEREBY GRANTED S\\ / / °^ p/ 3o'BSL / x`/0¢6 ` r >0'50, N� 319 10-I v �I I 1405o8scJf.t i OVER ALL PORTIONS OF LOT 3007. ry / 9? �/ . >' y 50•¢7" 15' °� 1 n I / F� / ` \\rSy 7S3\ h' / 'M° e/ 273 b 1S' �� / /0 16698 f� h I 15,044S.f.t 310 ¢I 1 ' 4. LOT 3007 SHALL BE CONVEYED TO THE GRANDE RESERVE h e 3007 / o . \ m' 1 , /o' / /� r c / L ( h V• HOMEOWNERS ASSOCIATION, .04/ / �� \B F O o o , 61 .ft o \ w & / J . o m I - >r 6 5 s . o I \ O N ry. / � S' \ y/i c,0 O w ` / e` \^ \ a• � I1- v m -!_ k / �` �� < 243 \\ \ / o°^ o 10' /°` ° / `O/ 7 ' / /� v'° " S 6118'38" • • 5. A "STORMWATER MANAGEMENT EASEMENT" IS HEREBY GRANTED e h \/ o a ° /� \ " > / / n L Q r -- --141.7 .E-1-_J S 05.06 34 W \ o S �� / 293 / / 325 // S o 10' 9 _ • OVER ALL OF LOT 3007. / 13,266s.f.t e �` / \ 60, 1p. / b / / / T 6273• / O^ 0 1` I . J-� h o s 6 b 0/ �1 44q , �NN / . 13,823s.f.t M 14,353s.f.t z \1 18" / 68.00 >r 3? a 4S, 9 % L 39, f� l �n ro 1 v 6. LOT 3007 SHALL HAVE NO DIRECT VEHICULAR ACCESS TO r`''s, / �• "' �' w 1\ C /4j ^ KENNEDY ROAD. rs1 \ / a v / 6 , f\ h / </ / / o Ip• a �. / $1 w ' ^ 4i 15' I uDi • 5 I R D, jr� p'"^ / / O /^ ^, $ / / s � e 1 , a $ N >°• 151 306 .j /�P o° \ F /^ ry° o / 6i' /� M / y ^7 638^ 10j 84.8 f� 318 q' o / 13,741S.f.t / / \ r . °' ° �' 274 h �7 3, / p/ 9 , ,r / / .Q* ry o /o s' 9S. f� v / . 242 \ \ 'y ^ P ��. /° 13,954s.f,t / / \ n°/ / 13,298s.f.t 12,351s.f.t \�/ / \ \s / �ryO// �� �h v 7 Q a � S6e, / �,h 8 5/3/04 REVISED ESMTS PER REVIEW (REC. 4/27/04) MEK mss?• \° o° / �\\ Ss ^ �• ^r " 292 . 26 / / /�/ \ S 6 1i'/ 1 °g 0 / n° 7 4/13/04 REVISE STREET NAME MEK ' / S, Ro ? / >�� / /\. 2 3c / S 3�,. / /n R/ / \ 330 ^f h / __j___ 6 3/17/04 PER 3/3/04 YORKVILLE REVIEW & CLIENT MEK MIDWEST 0-1m SEE SHEET 3 OF 4 FOR CONTINUATION TECHNICAL PREPARED F�R: 5 2/23/04 REVISE LOTS 248 249 EASEMENT MEK • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS, INC. MPI-2 YORKyILLE CENTRAL LLC POLICY AND LOCAL ORDINANCES. ( LAND SURVEYORS 4 1/27/04 REVISE oUTLOT NUMBERS MEK TE�!OIdE: www.midwtech.com • COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY MN MILE 1832 CENTRE POINT DRIVE j 3 1/20/04 REV. ESMT PROVISIONS & ST. NAMES MEK DIFFERENCE AT ONCE. FACSIMILE su1TE 106 JOB No.: 265-1140 DRAWN BY: MEK 2 1/6/04 REVISE LOT NUMBERS MEK SHEET 2 OF 4 630 505-0318 NAPERNITE, ILLINOIS 60563 1 11/19/03 REVISE EASEMENT, AT LOTS 4 & 5 MEK 11/6/03 ISSUED MEK NO. DATE DESCRIPTION RY FINAL PLAT 2004L100c3005 BASIS OF BEARING PAULANDERSON rd in d , ILLINOIS P.I.N.: 02-14-100-009 KENDALL COUNTY ASSUMED THE CENTERLINE GRANDE RESERVE PLAT OF 08:50 0W. P.I.N.: 02-14-352-001 50 00 OF BRISTOL RIDGE ROAD FOR LINE AND CURVE TABLES SEE SHEET 2 OF 4 P.I.N.: 02-15-477-001 TO BE: UNIT N 38°40'00" W BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER,OF SECTION 15 AND PART OF THE SOUTH HALF OF SECTION 14 TOWNSHIP 37 NORTH RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY ILLINOIS. SEE SHEET 2 OF 4 FOR CONTINUATION /� �:""` \/\ .--�'"~ .Oc +�/ / P e//o 3�/0•�0'/J 7 /'�\h 0 ti� ,/ \ S\\s\o e,d F\\ g p/: 39 7 \ y f0l s6•� C r � 24 L I z oN h < 3 I 15--1 I I I Ocv n D 244 35,2s q 10,f 3 o 13,387s•ft 1 n , ' \ 13,803s.f.t f 305 10 >87S \ s.f.t V 273 \ s�1 1 �3 14,058 � � •9 15 044s.f.t I Flo, 16„561s.f.t \J • I o m � I - ° \ I 5 � �o� 0"`eh < 243 \\ \ / ? °O'<4/ < M \� ,0, V'io � 81'1838 ,..� � � � � < < / a E ° d' 1 / L f— —__ I- _ n S 05ro6 34 W 0 / �P �' /\ \� 13,266s.f.t \ `/ o / \ s 6 . 7m / 293 / 14,.79 13,823s.f.t 325 // / S 3 0 10 "�• / °44' ,o. / / T\ 6j7 ! O� 0 68.00 14,353s.f.t h \ /y 1- X�,r�Nlb `; /,y S' ! / / o �\ S / Oo / 70' \\ \•\ / �i/ N/ � 15-1 ,S / 0� / �,p� 5 / RS�.. �/ `i' b0 � G0 P��/ ,/ '� \ o' / S `� \ >p• /S O' \ V / � n / \ G 5 306 ll po < y \ F / / a .,• /\ ,° / s 5 Q 1 s h M.�o ah .� o /o ,�ti o / 274 ,S,h I 93 ,F\ ^/ ' s4 318\ J , o o m h 331 / a 9 �! / / 7 13,741s.f.t 242 \ \ y „� P »,� /0 5\ o \ \\ p /\ \. "7 13,954s.f.t / / \ ^/ .,,/ / 13,298s.f.t 12,351s.f.t / f tl \ �Io 292 m 326 I I\ 8bs' / o s / / s• >r° ? %. O � \ 4 ,. � ¢� 13 595s.f.t �° J , ^o / J 3 / 13 315s.f.t S 5 . '/Q' . � \�I F / ,°�a`" � JP / p0 10 \ � /! 241\ ,/ •g0 / \ s 13,300s.f.t \ \ / ^/ ti y T\ 94,, / o' �, • q \ / ` 5 / \ \ ye h \ h 7 28, /o o/ Q ' 2.5 F, h j I J j 307 5;° /�, `°�\ J�s\ / >v V A/'\ \' 275 'O;�a �O 4j?3, F\ ,. /�/ < hI ^o. / 317 /, 1z,81sS.f.t S\/ 5 / s• \�22d\ °' , �� 1% \\\s 13,800s.f.t J , 5 / \ a �/ T ' / 13,482s.f.t �J Q\/ \ / / Q /ti ,\s 291 327 ”' l� h I LL < 5 \ \ /o \i ' '� > 13,123s.f.t '° < / 12,331S.f.t /� /� L �/ / ^ 4,10 y� / / RO / 3 / \ 1 ti S 6 . / , / \ 63b>• REAR LOT LINE 240 s T 13,298s.f.t \ / o gyp/ \ F\�`' y0`'• / \ S 133es\,F\ y I/ \ /o h /� h Y J /\ S, J O �, SOP °0.5 mss. \ �• y. 1 /\ \, s \, ?3, / ,� ,y° ^ • °>' \ / o/ \ \/ / � m^/ / 1• / / T 4g 4,31 /� h °0 0o a \ 1331 3 \ ^ °• \ , �/ •5 \ 276 � --- RE0 / / 000/ 'o• . \ 14,260s.f.t \ /lo' / ?oh ��' o� � ^7 \\ \ / I\, 316 / o ^ / / 308 / I I o 239 \ /O /00 p1 ya / / 'os�� / /\ \�1 290 \ \ / c /e e/ /.\ / 13,482s.f.t 1Q• / o' � / 13.095s.f.t \ ' / h J 1 G O F \/ t« o o c� & / 328 ° �” / \ yob 3 p S N I I I I 13,915s.f.t \ \ �' ��' `gip 1T P� 14 / o° c° 'o• /00 0 / 13,077s.f.t \ o /\ \ / • Di s , \ \ O Ocp y1� { / \ \ 5 / /\, \ J°, o oT C\ 12,254s.f.t 'S / /\ \S /o o° C° o I \\ 3b> I I I I I SIDE LOT / �• x O, / y /\ \ \ \i ,o / S 14? \� \ y P O R /\ ,5, LINE a • �� Q ' / \,s>,. / y 2� & 277 / / \'s '\ yo P , \s I / h \\ 3or / as Ss, / v �` �� / �i \ �'' \�63b>, / "h° /\ 740 73' g• \ .��• �.`� / O O O• \ ,' 14,000Sj.t F / 41 x`11_ a / •O ': O/ 5 /\ 1 •. f.J�J/� ' ry / 00 O ��%/ �S �s�S�'� 5 3007 \ \ ,� � �- / /pp• 9�• ^6/ JQ' » F\ h � � h � a / 238 \ / / ' v 2,89 \ \ / ,0 / 0 ? / 315 (� s / / 309 / h ' 11 r• o. 14,333s.f.t \ \/0 \ F /. ° 10 \ �� 13,0780s.f.t \/ , l 13 482s.f.t ' y < 13,294s.f.t 15• N I I I I P.O.B. x N 86'35'17 W 84.88' /�JS• �'� /\� \ \ 5 /p00 /�i3,, \��, ss P 329 / 1p. / O \ �/ GJ I 30' BUILDING I I rl,. ye„ \ d ?\ � � � � ` '� / � \ / I SETBACK LINE N 43 35 4 _ 1/ JO' / ° \ / 278 \ 51'//0 / \s s>\ /; w 17,004s.f.t Js, / " ° 11401 - -- - �463N67b 1 . / > 1�0// 'O/ \ ➢ 14,000s.f.t `� \ y \ �"\ 9S //y6 ! �\ - 288 :/o, 1 T -T s's /�6 0/ \ fir. /7 \� \ y. /,1 ' \ o_ \ SQ: 0 "' ''�t mss. '° h /0• / `r- P / a y` / r°22 p� y / 5 s 12,083s.f.t \ y t L— �- - ---J L-- - .331.° 0�• y O• 4� `o/ F Sp / S• � J` �\ v�^� .�0• 66., -4� \ �• / O ^ \\ \ / �/ •Q>• ° 236 u ?\ / M h < \ . �/ / �° s 3' /a C27 \ o M / ?\ N 3228 36 E °o w / h \ `/ ti a \ o , ti q, y h / \ \/ \ ° Q[/ ^ \ 5 O. /00 , �s,s 05 O. > P ?4 �P� J \ '` �'� �."/ \ I ,° 277 `�' 13,a42s.f.t ° v o ' / s /� s' C 314 310 „, \ �h , \ 279 / \ F \� °e Q , e> / / 10' . o \ y \ / 9 3 p \/ J FRONT LOT LINE N ) »,, n, \ ss 12,861s.f.t , d ,� <h \ /po 1`��/ cti� \ 20 �15;r-\R �/�io 16,401s.f.t /o ` 13.448s.f.t 1g• I 237 /yam �„,. ��0�/ \,°�,, s� �,�/ 287 S?,°JOp �/ y TYPICAL EASEMENT DETAIL 13 698S.f.t M' i/um h/ / Si Os, / \ rA 12,202s.f.t \ v Oaf �5 , \ \�6 ?g' p" S6• q s \\\. "�/ ° /\\ \S s . I o° l Q 's" F / 4 >O, \ J. E •S > , R. 0' 4 31 30. ,Q, / 3 �. < , 2 O, , h A/.� 0 6 y° E` I , S°, .. 8 1V/ \ 031, / p, r • f° o Q Q \ \ , , r• / S 60 {S> 1 o\ 3 9 $ o/ / \�J40j3'F\ h / S 70'51 06 E NOTE: A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASEMENT 1- / ryy`4�^ ,2•�, / � � �� ' S� ti '%� s• ,)� � \ 00, \ W \ � / / � \ ` h , IS HEREBY GRANTED ALONG ALL FRONT AND REAR LOT 7. 60'J // / \ \ ep S�/ �o- \ F� , q o, 1 \ 9 ' \\ \/ a /` / 49.70 LINES AND ALL SIDE YARD EASEMENTS SHALL BE 5 FEET , a \l y/ , �» q\\ / 280 / 286 \ \ /�6 ti h /�\ <,\ / �\ < o . UNLESS SHOWN AND DIMENSIONED HEREON AS OTHERWISE.s,l J ,tip ,5'o us< / 15,700s.f.t Js' � \ \ / P o^ ' �� \ 336 / \ q ss. z2 \, / S �� h 29 °' 0 \ l y 13,416s.f.t �\ �/ �� 06 0>L' /�\i P\ / \�S J>' °7^h ti / / 7` v > . • 7Z' a V� o?\ ��/l l Cap / \ 0� / s' \ ��\ 16,233s.f.t , / \�p3, oQ ryo A o� s' ��LQ ' 48 < a \� s / lk G42 / 311 y s 10 /< \ \ \ 1 O 15,223s.f.t w /' �p G �, \..1/ � o' o / .ri� 5?0 , � °h1 , \ ss• / o° yA • `` vY � �°o.`s`\ ,/y�`t"ah \ �'� RFBy 9\ f? o° � / < / I T-- Z' ro^/ 1y .n L ' (1 ti N '� / y 14S,g315"F\ In / �,y'`1'^,% O 745°J4* ' JO, /.�•. ,y'y Q-/,`LO /�\� F\ 1� /�•. �o,• ry DE-°j �, p. `3p, �l ./ I ° n s / \ \ 7, e� a "� /\, \ C °' , /v n / 1 s� o ^. 10_I �, 7p a �` 73gg, ;,l / Q.p' 0 �^i gk/ o• J` 335 \ U / T\g0, ° S6� Q w \ \ h ^� I 0 / 234 iN CQU �`1\ 5," ° ^ �1p, .� ? / \ \ , / o \�' 755. 312 r 14,641s.f.t \t0'�l ' HEREBY 0EDlCq, p I a$oo' f o ° °/ / p ° / 13 8682s5f.t m ry� Pp�cO O�Pj%' / i9ss�2 14,028s.f.t 10�\ v < s" 16 006s.f.t < /I \ N s� ?0 F z 8�\ ° \ j 13,625s.f.t �N�� 313 m 101 \ h v4 \ �o ice, 1yam" 13233695.f.t �� <\�` /°y° // / '� 'o. \ p° / \\a°'w ? 9 ?0\ ,Sg2 o \ 14,344s.f.t I o\ 6 d c,o h h \/ \ ° 338 / % \^ \ 9s \ <s? \ n 1 \ 9 s Jo. \ \ / ` _ 0 o� 3 _o ,5, N oh/ SB.9 O° / %"� 1? 66 % J 12,600s.f.t \ ?p \ I I S h \ 4 y 3o b Ass. s 81 11 _— L s s ' , / p s \ \ s o� // \ \q,\ II ! '� .o/ ly ss �•/\ \ 334 h \ a 1 / 30• \ pa" f ——/ I °o' F\ /ti° �a` J�, \ \S 14,751s.f.t \ \� rl.°� \ hS' a° ° S4 \ 1 oa• o �1 4.82' A 99.07' R 783.00' l9 S I f - s.� a 1— 135:00 , \\ \ /O° a•�' e \ s?, '�'� v Io o/ / I \ 9 P6• �(J >s : �3 •$ \s. .L_ . / I I 1 _ • \ ^y 7 \ \ � AC24 A gist`-1——--�/iy CB=S 08'52148" W • ss\ 1 I o"I I ➢ D Qo 1 0 10' 284 > '�' ce ti° �,o s: F •'y`b L\ o' /_ / 339 <�/ / I\ q,,s� A� �+ o\ 233 m. N r 1-10' ' u o" Oo°O/rya °� o°'a"'/ \\\(�' X990 .pr 9p °.\\ 12,600s.f.t / 3 'o • I I a o n z 282 ' 14,678S.f.t / o a o \ 1 ° \/ /,Q' IN / X314' qo CBS R 40 s n I / a 1 > o c a o° o ti / o / 3 0. 14,031s.f.t ,.I 2..32 I � . N � u gl I /o• `• "� " � ^ / Op Op' r o 14,632s.f.t I rn N �N I 14,135s.f.t I / / ° ^� �= by <'Z / / 333 u S� ` / q� 2 48" \ 2p S r- N N o r 15' h h \ S f 84'44'42" . 000 o h h ./ \ I \3p• R.,a _ E o 0 15''-1 N o �� s, �/�' '0" / .�O ` 13,617S.f.t / \\ ^y S'\? / 340 �/ / \ \ 33 p0, 69.91' o a \\\ ^o z I I �0 1� 0 \� / s /\ \\ 1ST/ 90 \/ 12,600S.f.t ' / 7 /` A- C8 73' \/ 5' 1-10' _ , a c> ` \ EJ / \ AS. 0^ S 6 °0' \ r 04 0 \ \83.0 20'01" \ 023$ ' w �� h6 T s 4 S'? A°34.,3' H 65,�6�2 J ( ��N 79'A143, �( `.1 0 Oy \ 60�66�� �O \\9?�� /�h o / \'40055' /°� , ~� \ �^ 2ti�° / / 3p� o r�-- ✓ \ ,\�� / p ' \ / Py °/ 0/ 0: F\ h / 0 CJ \\ / 341 / SL. / o _or\2d 3 w o \ / LPL®f [ru]O s / < _ 1 `15 °�' ��d, / 283 \ \ c� ��00� ^ \o / \ (,�. �0 ' \ J S 12,998s.f.t c -\ a'/ 7 s Q y \ , I \ 231 \ 15,197s.fa / T o I �y ° '� P ^ �� SUBDIVISION LIMITS \ 12,740s.fa \ \ �. \ �,\ B /phi 10 / 332 `' > --- 342 IW 1 I \�' np' °` o 14,173s.f.t / -- SECTION LINE \ 5• _ / `v . r / 0 ? 0 \\�1 < O/ p�J�/G� �'� / \ \� / ---� QUARTER SECTION LINE 94 \ •� y 15,627s.f.t 1� ,°�I I A=123.02 R=433.00 �r. \�, '` s / / s / h 31s' �\ h , I"' vI 343 u o \ E 1�, \ \ / eh \ s,. .O __ s ° o III CB S 02053'05* E +•Q 16 / \ ! \ \/ / 0•/ h �, `�S• / 0 � ; QUARTER,QUARTER SECTION LINE �/ Io 16,628S.f.t �9 \ / ,L1 Q, ,(� 00 gAJ' / A ' --- EXISTING R.O.W. LINE �\ I z 1 N jc SCALE: 1" = 60 \ h t0'� I I! (' j - --- P.U. & D.E. HEREBY GRANTED 3104 �.� iA �-i , 110'-'I ,� / 0 sl i 01 c / <\ / J s �-�— J L__ S llrol'27" E= 230 p- 36 XNI�15�11 331 r 56.9 ' ———�_ \ 0 12,729s.f.t \ �O% y / 1 4,048s.f.t �,> / nw SECTION CORNER ` ` 133.70' 4.77 60 30 0 60 \�� / n 9 ♦ / f / .C1 M '`� \. N 8444 42 W .� 90 V; > \ O / 5 O �' °°O,\ / A°' 1 6 QUARTER SECTION CORNER NOTES: ` 190• \.� l3�y, \\ 51p�00 \ \ eo n / °' ' °�F // ,tip, T 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC CAP AT ALL LOT 0 \ O°, 'i I $ , (mess.) CORNERS UNLESS SHOWN OTHERWISE ON SHEET ONE. y / 229 m \ >�- 330 h> .�rp r (feC ) MEASURED DISTANCE J a RECORD DISTANCE •�� > 'o s 14,816s.f.t h• �( 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO SHEET ONE, FOR •fG \ s' 12,600s.f.t , ?�° °' �\ 'o' 's- ti�j `` ? j/ ` P.C. POINT OF CURVATURE INDIVIDUAL LOT DIMENSIONS, EASEMENTS. AND SETBACK LINES REFER TO ,.< * SHEETS TWO AND THREE. � Z, 3003 // A P.T. POINT OF TANGENCY / ► "a R. RADIUS 3. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS HEREBY GRANTED OVER Y® ��0�0 \ 'o //h� \�� �!'�+► V O4 ° $ ALL PORTIONS OF LOT 3007. / : O•\\ 3., /1 \�y/\ ARC LENGTH OF CURVE �i ^ (� v\/ 228 5 G i CHORD BEARING 4. LOT 3007 SHALL BE CONVEYED TO THE GRANDE RESERVE HOMEOWNERS fl m \v+� �b f � ' { S 12,6003:f.t // y0 / � V z C. POINT OF REVERSE CURVANRE ASSOCIATION. T � C. POINT POINT OF COMPOUND CURVATURE ," /- O 5. A "STORMWATER MANAGEMENT EASEMENT"" IS HEREBY GRANTED OVER ALL N 38.40 0" W �� ? - PLACE OF BEGINNING OF LOT 3007. �^ ' C. PLACE OF COMMENCEMENT y 90\ j//y�•t1O� 73.00 ® ('^ "n 6. LOT 3007 SHALL HAVE NO DIRECT VEHICULAR ACCESS TO KENNEDY ROAD. L/ #Y� • , D.E. PUBLIC UTILITY & DRAINAGE EASEMENT �Q ` L. BUILDING SETBACK LINE •�('1 0 PFOQ,,� NON-EASEMENT AREA 8 5/3/04 REVISED ESMTS PER REVIEW (REC. 4/27/04) MEK �� /Lv` Ell SET CONCRETE MONUMENT 7 4/13/04 REVISE STREET NAME MEK ((� SET IRON PIPE 6 3/17/04 PER 3/3/04 YORKVILLE REVIEW & CLIENT MEK G l^ MIDWEST FOUND IRON PIPE 5 2/23/04 REVISE LOTS 248/249 EASEMENT MEK f oy TECHNICAL PREPARED FOR: 4 1/27/04 REVISE OUT LOT FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN p L !y4 UNE TABLE NO. LO NUMBERS MEK ..{ HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS, INC. MPI-2 YORKVjLLE CENTRAL LLC c tLQ" CURVE TABLE NO. 3 1/20/04 REV. ESMT PROVISIONS & ST. NAMES MEK LAND SURVEYORS POLICY AND LOCAL ORDINANCES. TELEPHONE www.midwtech.com 2 1/6/04 REVISE LOT NUMBERS MEK COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY 630 505-0101 1832 CENTRE POINT DRIVE I DIFFERENCE AT ONCE. �ac IMILE SUITE 106 J08 No.. 265-p 40 DRAWN BY. MEK 1 11/19/03 REVISE EASEMENT, AT LOTS 4 & 5 MEK SHEET 3 OF 4 630 505-0318 NAPERVILLE, ILLINOIS 60563 11/6/03 ISSUED MEK NO. DATE DESCRIPTION BY OWNER: FINAL PLAT P.I.N.: 02-14-100-009 IN ACCORDANCE WITH THE PLAT ACT 38 THIS GRANDE RESERVE P.I.N.: 02-14-352-001 PLAT HAS BEEN SUBMITTED FOR RECORDING RDING BY: P.I.N.: 02_15-4]]_001 UNIT 4 BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 15 AND PART OF THE SOUTH HALF OF SECTION OWNERS CERTIFICATE 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ALL IN KENDALL COUNTY, ILLINOIS. STATE OF ZJ992&� ) ) SS COUNTY OF ) EASEMENT PROVISIONS THIS IS TO CERTIFY THAT MPI-2 YORKVILLE CENTRAL LLC, AN ILLINOIS LIMITED LIABILITY CORPORATION, 200400023005 A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION IS THE FEE SIMPLE OWNER OF THE PROPERTY DESCRIBED IN THE FOREGOING SURVEYOR'S CERTIFICATE Fi 1 ed for Record in AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE KENDALL COUNTY' ILLINOIS IS HEREBY RESERVED FOR AND GRANTED TO AND HAS CAUSED THE SAME TO BE SURVEYED, SUBDIVIDED, AND PLATTED AS SHOWN HEREON FOR THE 08-17-2004 At 08:50 am. USES AND PURPOSES HEREIN SET FORTH AS ALLOWED AND PROVIDED FOR BY STATUTE, AND DOES PLAT OF SUB 62" 00 COMMONWEALTH EDISON COMPANY,AMERITECH ILLINOIS a.k.a.ILLINOIS BELL TELEPHONE COMPANY,GRANTEES, HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED. THEIR RESPECTIVE LICENSEES,SUCCESSORS AND ASSIGNS,JOINTLY AND SEVERALLY TO CONSTRUCT,OPERATE, KENDALL COUNTY RECORDER'S CERTIFICATE REPAIR,MAINTAIN,MODIFY, RECONSTRUCT,REPLACE, SUPPLEMENT,RELOCATE AND REMOVE, FROM TIME TO TIME,POLES, THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR GUYS,ANCHORS,WIRES,CABLES,CONDUITS,MANHOLES,TRANSFORMERS,PEDESTALS,EQUIPMENT CABINETS OR OTHER STATE OF ILLINOIS ) FACILITIES USED IN CONNECTION WITH UNDERGROUND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, THOROUGHFARES, STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR ANY S.S. COMMUNICATIONS,SOUNDS AND SIGNALS IN,OVER,UNDER,ACROSS,ALONG AND UPON THE SURFACE OF THE PROPERTY ELECTRIC, GAS, TELEPHONE, CABLE TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE COUNTY OF KENDALL ) SHOWN WITHIN THE DASHED OR DOTTED LINES(or similar desgnabon)ON THE PLAT AND MARKED"EASEMENT ,"UTILITY AGREEMENT WITH THE UNITED CITY OF YORKVILLE, THEIR SUCCESSORS AND ASSIGNS, THE EASEMENT 0 ,`-� d aT EASEMENT","PUBLIC UTILITY EASEMENT","P.U.E."(or similar designation),THE PROPERTY DESIGNATED IN THE DECLARATION THIS INSTRUMENT _ WAS FILED FOR RECORD IN THE RECORDER'S OF CONDOMINIUM AND/OR ON THIS PLAT AS"COMMON ELEMENTS"AND THE PROPERTY DESIGNATED ON THE PLAT AS PROVISIONS WHICH ARE STATED HEREON. OFFICE OF KENDALL COUNTY, ILLINOIS, ON THE DAY OF "COMMON AREA OR AREAS',AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND ALLEYS,WHETHER PUBLIC lqa- --, A.D., 20 0 Y AT�_Sv0'CLOCK _ .M. AND WAS OR PRIVATE,TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH THE UNDERSIGNED FURTHER CERTIFY THAT ALL OF THE LAND INCLUDED IN THIS PLAT LIES WITHIN THE RECORDED IN BOOK ___ OF PLATS ON PAGE 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 BOUNDARIES OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115. 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 DATED AT &IAejn fQ _ � -5_, THIS --C2.0* DAY OF-A&✓__ 200,( "RECORDER OF DEEDS � ��vL�v� PLACED OVER GRANTEES'FACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THE DASHED OR DOTTED LINES(or similar designation)ON THE PLAT AND MARKED"EASEMENT","UTILITY EASEMENT","PUBLIC UTILITY EASEMENT","P.U.E."(or similar designation),WITHOUT THE PRIOR WRITTEN CONSENT OF THE GRANTEES. AFTER INSTALLATION OF ANY SUCH CITY CLERK'S CERTIFICATE FACILITIES,THE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH CORPORATION NAME THE PROPER OPERATION AND MAINTENANCE THEREOF. STATE OF ILLINOIS ) THE TERM"COMMON ELEMENTS"SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE" CONDOMINIUM )SS PROPERTY ACT', CHAPTER 765 ILCS 605/2,AS AMENDED FROM TIME TO TIME. ADDRESS COUNTY OF KENDALL) THE TERM"COMMON AREA OR AREAS"IS DEFINED AS A LOT,PARCEL OR AREA OF THE REAL PROPERTY,THE BENEFICIAL �$0`/It.-�'L ff� ,• USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE SEPARATELY OWNED LOTS, APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE - �+ PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT,EVEN THOUGH SUCH MAY BE OTHERWISE DESIGNATED ON THE - - UNITED CITY OF YORKVILLE, ILLINOIS, BY NO._ ?- C�-f -t? 1 ' PLAT BY TERMS SUCH AS"OUTLOTS","COMMON ELEMENTS","OPEN SPACE","OPEN AREA","COMMON GROUND","PARKING", AT A MEETING HELD THIS _ 16M(kDAY OF Arpt, 20 04 • „• ; .• AND"COMMON AREA". THE TERMS"COMMON AREA OR AREAS"AND"COMMON ELEMENTS"INCLUDE REAL PROPERTY SURFACED WITH INTERIOR DRIVEWAYS AND WALKWAYS,BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A - - - .[� / • ? \ .....YP� ''., EQUIP BUILDING, MENTSERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL,RETENTION POND OR MECHANICAL ./� [ •• f.S`!`3t • ret'. RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER,UPON WRITTEN - y��C*TY !�LIERW -- Corporate to '. REQUEST. 1 V BY: S -- t PRESIDENT SECRETARY ti ••..,• �� UNITED CITY RO ISIONSLLE � - _ COUNTY CLERK'S CERTIFICATE ���IiL �?.:-' EASEMENT PROVISIONS � �lt� STATE OF ILLINOIS ))SS PUBLIC UTILITY AND DRAINAGE EASEMENT (PRINTED NAME) PRESIDENT (PRINTED NAME) SECRETARY COUNTY OF KENDALL ) A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC AMERITECH,NICOR,COM ED,JONES INTERCABLE,OTHER PUBLIC UTILITIES,AND HOLDERS OF EXISTING FRANCHISES GRANTED BY THE CITY OF YORKVILLE, COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, ILLINOIS,AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS SHOWN ON THE PLAT AS"PUBLIC UTILITY DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO &DRAINAGE EASEMENT"(abbreviated P.U.&D.E.)TO CONSTRUCT,INSTALL, RECONSTRUCT, REPAIR,REMOVE, REPLACE, UNPAID CURRENT TAXES, NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE INSPECT,MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND LINES UNDER THE NOTARY CERTIFICATE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THE PLAT HEREIN DRAWN. I SURFACE OF THE"PUBLIC UTILITY&DRAINAGE EASEMENT",INCLUDING WITHOUT LIMITATION TO TELEPHONE CABLE,GAS Z I I►naS ) FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION MAINS,ELECTRIC LINES,CABLE TELEVISION LINES,AND ALL NECESSARY FACILITIES APPURTENANT THERETO,TOGETHER STATE OF WITH THE PLAT HEREIN DRAWN. WITH THE RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES ��//,��� ) SS AND PURPOSES AND TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF COUNTY OFCS�•i� ) GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE, EACH LOT TO SERVE IMPROVEMENTS THEREON. GVJ ILLINOIS, THIS _DAY OF 20--. A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE,ILLINOIS I, _ • �• A NOTARY PUBLIC IN AND FOR THE COUNTY TO CONSTRUCT, INSTALL,RECONSTRUCT,REPAIR,REMOVE,REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION A '• AND DISTRIBUTION OF WATER,STORM SEWERS,SANITARY SEWERS AND ELECTRICITY,WITHIN THE AREAS SHOWN ON THE p t PLAT AS"PUBLIC UTILITY&DRAINAGE EASEMENT",TOGETHER WITH A RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND S7�TA_T,S. A�FORES D, 0 HETR�EBB�YY CCEER-T•hFY THAT �/�_ 1. -_----- AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES. PRESIDENT AND SECRETARY F ,.�11 JERSO ALLY �O.M E TO BE SHOWN ABOVE, THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN DESCRIBED FOR THE ail COUNTY CLERK USES HEREIN SET FORTH AND THE RIGHT TO CUT,TRIM,OR REMOVE ANY TREES,SHRUBS OR OTHER PLANTS WITHIN THE APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED DGED THAT AS SUCH OFFICERS, THEY SIGNED AND AREAS DESIGNATED AS"PUBLIC UTILITY AND DRAINAGE EASEMENT"WHICH INTERFERE WITH THE CONSTRUCTION, DELIVERED THE SAID INSTRUMENT AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS INSTALLATION,RECONSTRUCTION,REPAIR,REMOVAL,REPLACEMENT,MAINTENANCE AND OPERATION OF THEIR THEIR FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO.NO PERMANENT BUILDINGS,STRUCTURES,OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN,UPON, OR OVER ANY AREAS DESIGNATED AS THE USES AND PURPOSES THEREIN SET FORTH. CITY ENGINEER'S CERTIFICATE "PUBLIC UTILITY&DRAINAGE EASEMENT",BUT SUCH AREAS MAY BE USED FOR GARDENS,SHRUBS,TREES,LANDSCAPING, ��� ��tt�� STATE OF ILLINOIS ) DRIVEWAYS,AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE USES HEREIN GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF,! ,___, 20A" S.S. DESCRIBED. _µ J COUNTY OF KENDALL jw,j(IJMtCb1 05z ) THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR THE ABOVE NAMED • i -� ;�., a .. i 'i✓. '.': ENTITIES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE r :�,,. .:y..":;•�S;T;�-;, . , I, -d9E-riT; CITY ENGINEER FOR THE UNTIED CITY OF YORKVILLE, DO HEREBY •f,.. 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. - - - ,i-( c �j THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A NOTARY LIC REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF ALL REQUIRED IMPROVEMENTS. MANNER SO AS NOT TO INTERFERE WITH,DAMAGE,OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND ' T�( ( FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED.NO USE OR _ DATED AT YORKVILLE, ILLINOIS THIS -"'�-DAY OF �r UL 2pp OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS. , " FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF ITS EASEMENT RIGHTS SURVEYOR'S CERTIFICATE HEREIN GRANTED,SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION,INCLUDING BUT NOT STATE OF ILLINOIS ) �L.�wpoft a& LIMITED TO,THE RESTORATION,REPAIR OR REPLACEMENT OF PAVEMENT,CURB,GUTTERS,TREES,LAWN OR SHRUBBERY, ) S.S. I ENGINEER PROVIDED,HOWEVER,THAT SAID CITY SHALL BE OBLIGATED, FOLLOWING SUCH MAINTENANCE WORK,TO BACKFlLL AND i Y�ols MOUND ALL TRENCH CREATED SO AS TO RETAIN SUITABLE DRAINAGE,TO COLD PATCH ANY ASPHALT OR CONCRETE COUNTY OF DUPAGE ) MY. CITY COUNCIL CERTIFICATE SURFACE,TO REMOVE ALL EXCESS DEBRIS AND SPOIL,AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION. THIS IS TO CERTIFY THAT WE, MIDWEST TECHNICAL CONSULTANTS, INC., PROFESSIONAL DESIGN STATE OF ILLINOIS ) )SS FIRM-LAND SURVEYING CORPORATION NO. 184-002917, HAVE SURVEYED AND SUBDIVIDED THE COUNTY OF KENDALL) STORMWATER MANAGEMENT EASEMENT PROVISIONS FOLLOWING DESCRIBED PROPERTY: AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO ITS SUCCESSORS APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE AND ASSIGNS,OVERALL OF THE AREAS MARKED"STORMWATER MANAGEMENT EASEMENT"(abbreviated S.M:E.-)ONTHE - -_IHAI-PART-OE-THE.-.SOU.THEAST--QUARTER,--OF SECTlONL Ayr-AND--THAT-PART-OF--W__SOUTF�_HALF_OF.. =DAY OFAPRIL PLAT FOR THE PERPETUAL RIGHT, PRIVILEGE,AND AUTHORITY TO SURVEY,CONSTRUCT,RECONSTRUCT,REPAIR,INSPECT, SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS UNITED CITY OF YORKVILLE, ILLINOIS, THIS 200.L�. MAINTAIN AND OPERATE STORM SEWERS AND THE STORMWATER MANAGEMENT AREA,TOGETHER WITH ANY AND ALL NECESSARY MANHOLES,CATCH BASINS,SANITARY SEWERS, WATER MAINS,ELECTRIC AND COMMUNICATION CABLES, FOLLOWS: CONNECTIONS,DITCHES,SWALES,AND OTHER STRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY BY SAID CITY,OVER, UPON,ALONG,UNDER AND THROUGH SAID INDICATED EASEMENT,TOGETHER WITH THE RIGHT OF COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF BRISTOL RIDGE ROAD AND THE MAYOR ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND EQUIPMENT TO DO ANY OF THE ABOVE WORK.THE RIGHT IS CENTERLINE OF KENNEDY ROAD; THENCE NORTH 59 DEGREES 18 MINUTES 32 SECONDS EAST ALONG ALSO GRANTED TO CUT DOWN.TRIM OR REMOVE ANY TREES,SHRUBS OR OTHER PLANTS ON THE EASEMENT THAT INTERFERE WITH THE OPERATION OF SEWERS OR OTHER UTILITIES.NO PERM^NCNI BUILDINGS SHALL BE PLACED ON SAID SAID CENTERLINE OF KENNEDY ROAD 516.83 FEET TO THE PLACE OF BEGINNING; THENCE CONTINUING €AS€M€NT. NO CHANGE TO THE TOPMRAPHY OR STORNTWATEk iA Vnce'teNT 81RUCTUR0 WITHIN THE EASEMENT NORTH 59 DEGREES 18 MINUTES 32 SECONDS EAST ALONG SAID CENTERLINE OF KENNEDY ROAD A AREA SHALL BE MADE WITHOUT EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER,BUT SAME MAY BE USED FOR PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS. DISTANCE OF 207.51 FEET; THENCE NORTHEASTERLY ALONG SAID CENTERLINE OF KENNEDY ROAD, BEING ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 1,096.62 THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER MANAGEMENT FEET, HAVING A CHORD BEARING OF NORTH 42 DEGREES 45 MINUTES 28 SECONDS EAST, A DISTANCE AREA AND APPURTENANCES. THE UNITED CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY PROCEDURES AS DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED CITY OF YORKVILLE. OF 631.92 FEET; THENCE NORTH 26 DEGREES 09 MINUTES 18 SECONDS EAST ALONG SAID CENTERLINE OF KENNEDY ROAD A DISTANCE OF 563.90 FEET; THENCE NORTH 26 DEGREES 17 MINUTES 38 PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS SECONDS EAST ALONG SAID CENTERLINE OF KENNEDY ROAD A DISTANCE OF 235.69 FEET; THENCE NORTHEASTERLY ALONG SAID CENTERLINE OF KENNEDY ROAD, BEING ALONG THE ARC OF A CURVE THE L THE UNITED CITY OF YORKVILLE, ITS SUCCESSORS,LICENSEES AND ASSIGNS,ARE HEREBY GIVEN EASEMENT RIGHTS CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 800.00 FEET, HAVING A CHORD BEARING OF OVER ALL AREAS ON THE PLAT MARKED'PEDESTRIAN EASEMENT","BIKE TRAIL EASEMENT","PEDESTRIAN AND BIKE TRAIL EASEMENT"OR"STORMWATER MANAGEMENT EASEMENT",TO CONSTRUCT, INSTALL,RECONSTRUCT,REPAIR,REMOVE, NORTH 23 DEGREES 32 MINUTES 47 SECONDS EAST, A DISTANCE OF 76.73 FEET; THENCE SOUTH 79 REPLACE,INSPECT,MAINTAIN AND OPERATE PEDESTRIAN AND BICYCLE TRAILS,PAVED OR UNPAVED,FOR THE USE AND DEGREES 59 MINUTES 04 SECONDS EAST 885.63 FEET; THENCE SOUTH 10 DEGREES 00 MINUTES 56 CITY PLAN COMMISSION CERTIFICATE ENJOYMENT OF THE GENERAL PUBLIC.THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON SECONDS WEST 251.80 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG THE ARC OF STATE OF ILLINOIS ) 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 EASEMENT AREAS HEREIN GRANTED WHICH INTERFERE WITH THE A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 533.00 FEET, HAVING A CHORD BEARING )SS CONSTRUCTION, INSTALLATION,RECONSTRUCTION,REPAIR,REMOVAL,REPLACEMENT, INSPECTION, MAINTENANCE AND OF SOUTH 01 DEGREES 18 MINUTES 47 SECONDS EAST, A DISTANCE OF 210.77 FEET TO A POINT OF COUNTY OF KENDALL) OPERATION THEREOF,NO TEMPORARY OR PERMANENT BUILDINGS,STRUCTURES OR OBSTRUCTIONS SHALL BE PLACED ON OR OVER SAID EASEMENTS THAT INTERFERE WITH THE RIGHTS HEREIN GRANTED. REVERSE CURVATURE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF AATH,,E,w, -- NORTHWEST, HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING OF SOUTH 32 DEGREES 31 UNITED CITY OF YORKVILLE, ILLINOIS, THIS LDAY OF 1 2004 MINUTES 03 SECONDS WEST, A DISTANCE OF 39.41 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 317.00 FEET, HAVING A CHORD BEARING OF SOUTH 83 DEGREES 15 MINUTES 36 SECONDS WEST, A DISTANCE OF 61.78 FEET; THENCE SOUTH 05 DEGREES 43 MINUTES 12 SECONDS EAST 351.17 CHAIRMAN FEET; THENCE SOUTH 05 DEGREES 06 MINUTES 34 SECONDS WEST 68.00 FEET; THENCE SOUTH 25 DEGREES 40 MINUTES 09 SECONDS WEST 469.88 FEET; THENCE SOUTH 70 DEGREES 51 MINUTES 06 CITY ADMINISTRATOR'S CERTIFICATE SECONDS EAST 49.70 FEET; THENCE SOUTH 77 DEGREES 12 MINUTES 48 SECONDS EAST 105.00 FEET; STATE OF ILLINOIS ) THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A )SS RADIUS OF 783.00 FEET, HAVING A CHORD BEARING OF SOUTH 08 DEGREES 52 MINUTES 46 SECONDS COUNTY OF KENDALL) EAST, A DISTANCE OF 99.07 FEET; THENCE SOUTH 05 DEGREES 15 MINUTES 18 SECONDS WEST 115.61 APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A , ` RADIUS OF 433.00 FEET, HAVING A CHORD BEARING OF SOUTH 02 DEGREES 53 MINUTES 05 SECONDS MORTGAGOR'S C�.RTIFICATE EAST, A DISTANCE OF 123.02 FEET; THENCE SOUTH 11 DEGREES 01 MINUTES 27 SECONDS EAST 4.77 UNTIE- YORKVI LE. ILLINOIS, THIS�"� DAY OF= -. 20 - STATE OF SS FEET TO THE NORTHERLY LINE OF GRANDE RESERVE UNIT 3, BEING A SUBDIVISION OF PART OF SAID CITY ADMINISTRATOR COUNTY OF ,,it�-) +-. SECTIONS 14 AND 15, ACCORDING TO THE PLAT THEREOF RECORDED C- skmw HOLDER OF A MORTGAGE ON THE PROPERTY - ,-_-, AS DOCUMENT NUMBER - :THENCE WESTERLY DESCRIBED HEREIN, HEREBY CONSENTS TO THE EXECUTION AND RECORDING OF THE ABOVE AND ALONG SAID NORTHERLY LINE OF GRANDE RESERVE UNIT 3 THE FOLLOWING FIFTEEN (15) COURSES: 1) F EGQI,_N,��G��P�LjAT F VISION AND HEREBY SUBMI �IjS,M�OORT�GAGE�� ggEC_ORDED [R W AS OCQMENT NUMBER >aSn_IN THE OFFICE OF THE NORTH 84 DEGREES 44 MINUTES 42 SECONDS WEST 190.61 FEET; THENCE 2) NORTH 61 DEGREES 55 KENDALL COUNTY RIGHT TO FARM STATEMENT RECORDER OF DEEDS, L,, __tt__..000NTY, ILLINOIS, TO ALL OF THE _PROVISIONS THEREOF. MINUTES 20 SECONDS WEST 565.06 FEET; THENCE 3) SOUTH 53 DEGREES 04 MINUTES 32 SECONDS LAW NOTICE: IN WITNESS WHEREOF, THE SAID k� l90 AlAdjg /�l0C HAS CAUSED THIS WEST 172.97 FEET; THENCE 4) SOUTH 31 DEGREES 10 MINUTES 05 SECONDS WEST 198.88 FEET; KENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND RESPECTS IN UMENT 10,,PE SIGNED BY ITS DUL AUT ORIZ D OFFICERS ON ITS BErAd36AT THENCE 5) SOUTH 51 DEGREES 20 MINUTES 00 SECONDS WEST 235.16 FEET; THENCE 6) NORTH 38 THE ROLE THAT FARMING CONTINUES TO PLAY IN SHAPING THE ECONOMIC --- --_, THIS --- DAY OF VIABILITY OF THE COUNTY. PROPERTY THAT SUPPORTS THIS INDUSTRY IS --- -- 20 DEGREES 40 MINUTES DO SECONDS WEST 73.00 FEET; THENCE 7) SOUTH 51 DEGREES 20 MINUTES 00 INDICATED BY A ZONING INDICATOR - A-1 OR AG SPECIAL USE. ANYONE SECONDS WEST 206.00 FEET; THENCE 8) NORTH 38 DEGREES 40 MINUTES 00 SECONDS WEST 180.00 CONSTRUCTING A RESIDENCE OR FACILITY NEAR THIS ZONING SHOULD BE AWARE BY.- __ - FEET; THENCE 9) NORTH 29 DEGREES 25 MINUTES 02 SECONDS WEST 109.03 FEET; THENCE 10) NORTH THAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN OCCASIONAL SMELLS, DUST, SIGHTS, NOISE, AND UNIQUE HOURS OF OPERATION THAT ARE NOT TYPICAL / 24 DEGREES 48 MINUTES 50 SECONDS WEST 116.00 FEET; THENCE 11) NORTH 65 DEGREES 46 MINUTES IN OTHER ZONING AREAS. _ „�•-' f_nQL ���_Q��iL��/�T 30 SECONDS WEST 116.72 FEET; THENCE 12) NORTH 28 DEGREES 26 MINUTES 54 SECONDS WEST PRINTED NAME AND TITLE • . 135.00 FEET; THENCE 13) NORTH 16 DEGREES 16 MINUTES 75 SECONDS EAST 132.52 FEET; THENCE 14) - -- NORTH 32 DEGREES 28 MINUTES 36 SECONDS EAST 27.73 FEET; THENCE 15) NORTH 30 DEGREES 43 ATTEST: w MINUTES 35 SECONDS WEST 80.00 FEET TO THE PLACE OF BEGINNING; SAID PARCEL OF LAND HEREIN Sala, /' yy/),/'►� ��y�et- Ass' • DESCRIBED CONTAINS 52.0871 ACRES, MORE OR LESS; ALL IN KENDALL COUNTY, ILLINOIS. PRINTED NAME AND TITLE 1 ^ �/I� a� 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 NOTARY TIFICATE PARTS THEREOF. STA ftea ) SS COUNTY OF 'C ) WE FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY I, • �� A NOTARY PUBLIC IN AND FOR THE COUNTY BASED ON FIRM 170341-0020C, DATED, JULY 79, 1982. ALL OF THE PROPERTY IS LOCATED IN ZONE C, AND - AF RSA DO HERFQY CERTIFY THAT �t_4ewj& _- AREAS OF MINIMAL FLOODING. AND PE ONA 0 TO ME TO BE THE tt PRESIDENT AND SECRETARY OF __ _ AS SHEY SIGNED WE FURTHER CERTIFY THAT WE HAVE SET ALL SUBDIVISION MONUMENTS AND DESCRIBED THEM ON APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND DELIVERED THE SAID INSTRUMENT AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT (ILLINOIS REVISED STATUTES 1977, CHAPTER 109 THEIR FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR SECTION 1). THE USES AND PURPOSES THEREIN SET FORTH, GIV UNDER MY ;p A OTARIAL AL , IS .- DAY OF _ 20Mj. • _ -�-----' WE FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE PLAT HEREON DRAWN IS SITUATED WITHIN THE CORPORATE LIMITS OF THE UNITED CITY OF YORKMLLE, ILLINOIS, WHICH IS EXERCISING THE SPECIAL • No AR BLIC � POWERS AUTHORIZED BY DIVISION 12 OF ARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE AS AMENDED. s r: ' 3$w. a",p' �, 'i �'FpC� • ! rr a �Cs `I GIVEN UNDER OUR HAND AND SEAL AT NAPERVILLE, ILLINOIS, THIS 5th DAY OF MAY, A.D., 2004. • �31AA<AAM Irvi OF �+f�11011�i� 8 5/3/04 REVISED ESMTS PER REVIEW (REC. 4/27/04) MEK • i""' SELL W.0 7 4/13/04 _ _ REVISE STREET NAME MEK CSSy 6 04 PER 3 17 3 3 04 YORKVILLE REVIEW & CLIENT MEK STATE OF / / / / "ALL LOTS WITHIN THIS SUBDI SION ARE INCLUDED WITHIN THE UNITED CITY OF YORKVILLE SPECIAL ILLINOIS 5 2/23/04 REVISE LOTS 248/249 EASEMENT MEK SERVICE AREA NUMBER AND ARE SUBJECT TO H," ANNUAL TAX LEVY IN ACCORDANCE �1 `- PROFESSIONAL WITH THE PROVISIONS OF CITY ORDINANCE NO. �"CQ 20- "AN ORDINANCE ESTABLISHING UNITED ------ - LAND SURVEYOR 4 1/27/04 REVISE OUTLOT NUMBERS MEK CIT& OF yOR VILLE SPECIAL SERVICE AREA NUMBER Ho df1� ADOPTED BY THE CITY COUNCIL ON RUSSELL W. OLSEN, P.L.S. # 2718 N0.035-002718 _ ll _ AND FILED FOR RECOR IN E RECORD 0 FICE OF KENDALL COUNTY ON VICE PRESIDENT 3 1/20/04 REV. ESMT PROVISIONS & ST. NAMES MEK -'1� -_ AS DOCUMENT NUMBER 0L 0 _" ��PfRVILLE\� EN 1./6/04 REVISE LOT NUMBERS MEK LICENSE EXPIRES 11/30/04 11/19/03 REVISE EASEMENT, AT LOTS 4 & 5 MEK 11/6/03 ISSUED MEK OAP BRUCKF4�� DATE DESCRIPTION BY STATE OF � ��� ---- ILLINOIS P PROFESSIONAL BRUCE A. BRUCKELMEYER, P.L.S. # 2456 LAND SURVEYOR MIDWEST NO.035-002456 • FOR BUII '}iNG RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNICAL PREPARED FOR: PRESIDENT HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS, INC. MPI-2 YORKVILLE CENTRAL LLC LICENSE EXPIRES 11/30/04 ygOERVILI-, \ POLICY AND LOCAL ORDINANCES ` LAND SURVEYORS • COMPARE A'-L POINTS BEFORE BUILDING AND REPORT ANY TELEPHONE: www.midwtech.com DIFFERENCE ONCE. (630) 505-0101 1832 CENTRE POINT DRIVE AC (MILE SUITE 106 ( JOB NO.: 265-140 DRAWN BY: MEK 630 505-0318 NAPERVILLE, ILLINOIS 60563 SHEET 4 OF 4