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Resolution 2006-061 oversize plat (unit 23) BASIS OF BEARING P.I.N.NO2-02-477 1 RECORDED PLAT SUBDIVISION GRANDE RESERVE - UNIT 23 P.I.N. �� -� , i i OF GRANDE RESERVE UNIT 7 BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION Z PART OF THE NORTHEAST QUARTER OF SECTION 11. AND PART OF THE NORTHWEST QUARTER OF SECTION 12,TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN. IN THE UNITFD CITY OF YORKVILLE, KENDALL COUNTY. ILLM404S. - - AREA BREAKDOWN i } LOTS 173-290 18.801 ACRESt 818,952 SO. FT.* LOT 3033 7.314 ACRESt 318,605 SO. FT.* I f LOT 3034 6. 130 ACRES± 267,023 SO. FT.* ` LOT 3035 0.357 ACRES± 15,551 SO. FT.t LOT 3036 I 11 .417 ACRES± 497,325 SO. FT.t RIGHT-OF-WAY 14.988 ACRES* 652,884 SO. FT.t TOTAL 59.007 ACRES± 2,570,340 SO. FT.± I THIS LNIIT CORRESPONDS TO PART OF NEIGHBORHOOD + 1 AS SHOWN IN THE ANNEXATION AGREEMENT. i ZONING OF LOTS 173 THROUGH 290 AND 3033 THROUGH 3036 SHOWN HEREON IS "R-2 P.U.D. ' SITE MAP WEST LIE OF THE SOUTHWEST I / QUARTER OF SECTION 1-37-7 I FOUND - ND SPIKE AT ('ORNFR-\, I 0101C,350 E FOUR >-JN PIPE (1- QD.) l G1 289.88 (MEAS.) ON APPARENT R.O.W. Lh I� (35.0' TO CENTERLINE) . l WESTERLY LIFE OF PARCEL DESCRIBED IN WARRANTY DEED REC_ 3/7/1ass 6.34' �Meas.) Doc. ll 891209 - WEST LrE OF SOL, S N 88'22 30" E ST QUARTER of SECTION 1-37-7 „ o c� 4 6�QQ // OLIND LP. AT CORNER 1� V SOUTH UNE OF THE SOUTHEAST Y?P�4'y Y /" // SOUTH LAC of THE SOUTHWEST QUARTER OF SECTION 2-37-7 a �� ,�j�O // M QUARTER OF SECTION 2-37-7 - - - - - - - - - - - - �~ 1 2 W /° / i. 1 T 0 19 18 17 16 -- --r- / ��'�� / 251 9 N TH OF E NOR WEST 0 // 250 252 22 ARTER - SEE ZION 12-37-7 NORTH LINE OF ORTHEAST_/ A=496.65' R=2291.84'(MEAS.) SA�P // 249 25d Z EASTERLY' 7 78.62'(MF QUARTER of SECTI 11-37-7 CB=N 57'44'39" E(MEAS. // 248 8822 30' E 78.62'(MEA Z 247 2g4 24 112 113� SCALE: 1" =150' 'P 01 246 �!� FOUND 3/4' 6RON ROD AT CORNER c'QF 255 25 66.34 EAST OF THE NORTHWEST CORNER nos Q- OF THE NORTHWEST QUARTER OU / 3033 244 Sys 5�� 258 257 256 I SECTION 12-37-7 (REC.) O 6 114 O 150 75 0 150 J� o � � A 110 115 243 ��o 2 m 109 m P.O.B. 116 4Y P v i 242 O '� m 28 FOUND 1 1/4' PNCH TOP Z SUBDIVISION LIMITS ° q , S� / 260 -'J Cliff 3033 Q CORNER OF THE SOUTHWEST rn - \J - SECTION LnNE `D,o . ��'- - ,` i 238 239 241 �. CAF � 29 QUARTER OF SECTKIN 1-37-7 -f QUARTER SECTION LINE Oak l !� 237 PER DOC. 2003OD038568 -_--- CENTERLINE 240 m 107 118 �4 G •, 'Lyy 236 223 1 w 30 106 --- EXISTING R.O.W. LINE �� •��ob / Q$ va�� `�Ly�'y M\�gP 224 222 ZQ 119 -- -_ P.U. k D.E HEREBY GRANTED 6 /� p Lit 7 �Z� 225 261 F 31 m 105 CENTERLINE IL �J i k� � �- CT O 235 0 120 9 i A^ m S O. 226 221 0 SECTION CORNER CANNONBALL TRAIL i tp - S 219 220 \ o .. i o ' " • c' ` `27 262 Ki 32 ° 104 N 01 '00'54" W / /,� N 63'57 OB E �� j \ 218 = 8 121 66.22' 40 25.99 228 217 1 263 33 103 15 6 QUARTER SECTION CORNER rj " =z. 122 YYv N 26'02 52 0 234 �t Eta MEASURED DISTANCE / 66.00 229 G� - 264 34 0! W�° 102 (meat.) 233 216 211 I °z 123 (rfc•) RECORD DISTANCE ni o / $ °g a N 34o34'290 22 230 x15 z1z ( zss 35 r g w 101 P.C. POINT OF CURVATURE o ;�Z ' E'• J 232 Z31 213 4 124 P.T. POINT OF TANGENCY �qjl " 214 ?6E 36 J R. RADIUS CONCRETE t S 55-25'31 W 205 `0 m - 100 / MONUMENT 204 3035 C)v 77 125 A. ARC LENGTH OF CURVE TO BE SET 26.00 203 210 G� 267 37 W r 99 ce. CHORD BEARING N 34.34'29" W 206 I 126 P.R.C. POINT OF REVERSE CURVATURE 20.00' 202 NZ 209 268 98 P.C.C. POINT OF COMPOUND CURVATURE O - ��9 207 127 P.O.B. PLACE OF BEGINNING o %s N 55'25'31" E '310 Gp0 << Q 1 �� ' YatJ.00 � 270 39 97 P.O.C. PLACE OF COMMENCEMENT 41.DO / L_ \2JT 208 271 129 P.U. ! D.E PUBLIC UTILITY ! DRAINAGE EASEMENT \ Jnm S r z4" Q" A 11.S.L BUILDING SETBACK UNE I N 34',34149- 4'31` 9 t 3034 36.00`\ `0�� Y -� u 1� 272 �� rLl$CAI�Y T fl3EE EXCEPTION TO BLANKET EASEMENT Y N 55'25 31 E r+ I AIL [3 SET CONCRETE MONUMENT p j o h _ a4" W 120.00' 196 273 �� (A 40 68 o SE IRON PIPE O° 60.00 �_ - 274 2� Q -� 69 • FOUND 920N PIPE " �`':.. 197 C L HQ- LINE TABLE NO. 0 34 S 88'59'06N W i 2. U J; 41 67 275 � �� 70 C MQ. CURVE TABLE NC. W 36.00' 190 192 /193 194 195 ~ n r; 42 66 KE A- NON-EASEMENT AREA +! 01'00'54" W'1 _ N 88'59'08' E 199 276 I it 71 120.00' 189 31.00' GAINS I �� 43 65 35 N 88'59'06" ERr 277 n I z 6 N 72 ' N Ot 38.65 ; 16P <n u 44 64 N 01'00'54" W �LN 1 '59'06'` E 184 278 6� 73 41.00 183 z 6 z w 45 z 63 100.00 w F 74 3s S 88'59'06" W N 01�'511s W� z7s 18 46 62 100.00 41.00 181 v 280 w I 75 01 'S W z I 61 N 01-00'54m �' 18z o ' a7 16 4 .F' 78 281 N< A g 76 STORYBOOK m W�� I ,-1. -8 DRIVE S 88'Sa uo" W 1n ° N COURT 26z �I pas ULJ so 77 31.00' 49 m Z 59 37 \ S 88'52'47" W 179 uS 283 1 !'` \ 98.08' 175 174 173 50 Q b°' 58 78 N 010''1 R" W N 88'52'47" EY84 `�.` 26.00 I 51 57 79 `/O ' " i N 38 �o S 8o ')2'47" W� 6 M, 71 W 285 I 52 w 56 so O 60.00 9' zss a N 01'07'13" W N .60' 0 7 W 130 53 55 81 o z"" V 95.00' 50.60 267 _ m " N 28'03'1 >_ m O 0 39 S 88'52 47 W 7,3.98' 2BS �J 0O z Z 41 .00 ( 289 1- w o y 61'56`48" - 5° N 01'07'1 `'_'c� s� 120.UOJ p 2 Z 3033 OUTLOT E 40 a 'f p 163 A=12.47' R=25.00' I A=81.76' R=350.00 CB=N 34'15'24" E °=k' x4'44'43" W 41 1. •14" W N 6 CONCRETE MONUMENT 92.30' 87953 k, FOU o j4" (1• D.D. ) S `Q ON PIPE AT COR. SOUTHWEST CORNER H PER DOC 2004000257 BLACKBERRY KNOLL PHASE III 125.00 A. N 01'00'27" W SOUTH LINE OF THE NORTHWEST 2 31 .62' QUARTER OF SECTION 1:-37 � S 88'22'59" W 236.28' 0 6 m GRAN = R ' - UNI 20 REC. DOC. No. NOTES: 1. SET 3/4" IRON PIPE /4" O.C.) WITH PEAS- O � I CAP AT ALL LOT CORNERS UNLESS SF OWN OTHE?d ON S-1EET ONE, 2. A BLANKET PUBLIC UTILITY AND DRA'NAGE EASEMENT > HEREEY GRANTED OVER ALL PORTIONS OF LOTS 3033 THROLGH 3036, INCLUSIVE. EXCEPT FOR TIE N.E.A. (NOE ' EASEMENT AREA) AS DEPICTED. 3. A STORMWATER MANAGEMENT EASEMENT IS HEREBY GRANTED OVER ALL OF LOT 3036. 7 9/25/06 CHANGE NAME TO MILLBROOK TL 4. LOTS 3033 THROUGH 3036, INCLUSIVE, SHALL BE CONVEYED TO THE HOMEOWNER'S ASSOOtTION. 6 8/30/06 ADD 'NEA" IN LOT 3034, PER REVIEW, CLIENT TL 5 6/20/06 PER REVIEW, CLIENT JB 5. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO 4 3/14/06 PER REVIEW JB GALENA ROAD (CANNONBALL TRAIL) EXCEPT THROUGH DEDICATED ROADWAYS. 3 1/6/06 ADD LEGA_ DESCRIPTION MEK 2 11/7/05 A'..'. COURTS ARE PRIVAT>- CTRFFTC -r qc MAiNTAINFp B" REVISE PER CLIENT'S REVIEW MEK - - -- - - - OMEOWNERS ASS,__ n ' e,- - ADD S'BE,.' NAMu MEk 10/7/05 ISSUE- MEK • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN MIDREST r HEREON, REFER �O YOUR ABSTRACT, DEED, GUARANTEE PREP 4REDFOR: NO. DATE DESCRIPTION BY TECHNICAL POLICY AND LOCAL ORDINANCES. CONSULTANTS,INC. PASOUINEW THE COLONIES LLC • COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY LAND SURVEYORS DIFFERENCE AT ONCE. rnaHDNE �wg (630)5090101 cam p.ra.�nc 1940 CENTRE PORT CIRCLE JOB No.: 265-140 PASO, DRAWN BY: MEK NAPER VILLE ILLINOIS 60563 SHEET 1 OF 5 __--_-__-__-- - F P.I.N. 02-11-276-006 BASIS OF BEARING GRANDE RESERVE - UNIT 2 3 P.I.N. 02-02-100-001 P.I.N. 02-12-100-001 RECORDED PLAT OF SUBDIVISION OF GRANDE RESERVE UNIT 7 BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11, AND PART OF THE NORTHWEST QUARTER OF SECTION 12,TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF YORKVILLE, KENDALL N ILLINOIS. (YH4 A RADIU$ CHORD BEARING CURVE ARC RADIUS CHORD BEARING LL C�®CG�� / / C3- 93.21 250.00 S 15'2200 E CS8 20.00 80.00 S 61'34 OS E / " C4 142.10 300.00 S 27'385 W C59 26.11 60.00 N 76'25'03" E SUBDINSION LIMITS R. RADIUS CS 43.33 200.00 S 700929 W C60 7.00 170.00 N 8507'58 E LINE BEARING DISTANCE LINE BEARING DISTANCE i l 44.30 150,00 N 65'36 2 W C61 29.83 170.00 N 71'201 E L34 S 48'46'51 E 7.73 L101 S 19'55'24" W 23.45 - SECTION LINE A. ARC LENGTH a CURVE / C7 70,08 300.00 S 34'144) E C52 5.65 14.00 N 14'2911 W L35 S 04'41'09" E 40.34 L102 __S_7201 08 E 23.45 --- QUARTER TER SECTION LINE CB. CHORD BEARING / / / O 300.00 N 159224 E C63 7.43 14.00 N 12'1619 E L36 N 0404'07 W 12.46 L103 N 88'5257 E 11.17 ----- CENTERLINE P.R.C. POINT OF REVERSE CURVATURE / C9 86.--- .00 N 34 405 W C64 26.11 60.00 N 38'3047 W L37 N 2602'52 W 5.00 L1D4 S 700136 E 26.93 -_ / ?�$' C C10 20,00 60,00 N 60'3139 W L38 S 38'27'50 E 30.00 L105 S 503841 E 11.17 - - = RU. & R.O.W. LINE P.C.C. POINT OF COMPOUND CURVATURE / / (p Ctl 84,5 7.00 N 050019 E coo 20.00 60.00 S 08 25 SS W L39 S 51'32'10 W 36.00 L107 S 48'46 51 E 8.12 _ _ - - RU. • D.E. HEREBY GRANTED P.O.B. PUCE OF BEGINNING / // / -2 q 126.47 767110- N 27'385 E C67 26.11 60.00 S 13'34'57 E L40 N 75'55'15" W 26.37 008 N 010703 W 11.17 P.O.C. PLACE OF COMMENCEMENT cl N �� 56.33 _ 60.00 N 31'34 59 W- C68 7.43 14.00 S 64'22 03 E L41 N 2602'52" W 36.00 L110 N 39'01'19" E 11.17 P.U. k D.E. PUBLIC UTILITY k DRAINAGE EASEMENT C14 128,69 333.00 N 08'23 08 E C69 5.65 14.00 5 3)36 33 E L42 S 8535'53' W 28.14 L112 S 7201'08" E 26.93 SECTION CORNER O C15 105.51 26).00 N 13'2200 W C70 25.30 180.00 S 30'04 26 E L43 5 1231'12" W 5.00 L113 S 1935'24 W 26.93 B.S.L. BUILDING SETBACK UNE / / EDE EXCEPTION TO BLANKET EASEMENT C16_ 94.79 70.00 N 12'44 39 E C71 1.46 14.00 N 74'10 O8 W L44 N 78'48'43" W 36.00 L114 N 1738'52 E 26.93 / 1 C,17 19.33 _ 14.00 $ 88'55'00 E C72 10.40 14.00 N 4934'05 W Li15 N 8832'57 E 11.17 1 6 QUARTER SECTION CORNER Q SET CONCRETE MONUMENT C18 ' 82.83 - 80.00 S 8835 DO E C73 26.11 60.00 N 89'36'43 W L116 S 7535'15 E 2.20 O SET IRON PIPE / / . CIO _41.35 130.00 5 42'25 23 W C74 20.00 60.00 S 88'22'25 W L47 N 04'41'09" W 44.52 L117 N 12'04'38 W 11.17 / o.J I cc C20 148.88 60.00 $ 07'25'24' W C75 23.93 60.00 __S_4432 42 E L48 N 04'41'09' W 40.34 L118 S 31'10'33" E 23.45 C ^•O•'� MEASURED DISTANCE • FOUND IRON PIPE / / C21 17,21 130.DO S 22'15'20 E C78 22.17 80AO 5 66'3335 E L49 S 63'57'08" W 13.51 L119 N 5632'56 E 23.45 I'•C > RECORD DISTANCE /' w L [�(]. LINE TABLE NO. C22 - 16.91 217.00 S 23'48'54 E C77 10.28 14.00 N 65'41'31 E L50 N 2602'52" W 37.06 L120 N 3401'39' E 9.21 P.C. POINT OF CURVATURE C2J^- 49.82 230.00 S 70'09'29 W C78 3.94 14.00 S 8512'37 E LSt N 51'32'10' E 36.00 L121 N 13'44'32 W 11.17 c L♦Q CURVE TABLE No. C24 14,22 14.00 N 86'57'01 W C79 5.65 14.00 N 679501 W L52 S 26'02'52' E 37.06 L122 S 32'5027" E 26.93 P.T. POINT OF TANGENCY N.E.A. NON-EASEMENT AREA C25 60.94 80.00 N 6837 01 W C80 7.43 14.01) N 40'29'32 W PQ'yo L53 N 2602'52' W 42.50 L123 N 55'13'01 E 23.45 NOTES: ' ' � Z•3O- E C28 50.83 60.00 N )9'41 05 E C81 26.11 60.00 S 58'43'22 W L54 S 2602'52 E 42.50 L124 N 360 08 E 11.17 C27 11.86 14.00 N 39'41 05 E C82 20.00 80.00 S 88'42'30 W L127 S 51'32'10" W 1.00 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC / �j/ `\ / , �� / CO•J'F C26 36.83 170.40 N 70_'09'29 E C83 20.00 60.00 S 4499'56 E L56 S 7621'51' W 33.12 L128 S 04'41'09 E 6.00 CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE C29 3.80 217.00 S 05'1115 E C94 26.11 60.00 S 86'20'48" E L57 5 633708' W 44.11 L129 S 1404'45 W 20.50 ON SHEET ONE. 1 Z'e�C30 115.75 3)3.00 S 3195'42 W CBS 7.43 14.00 N 6252'06" E L58 S 633708" W 36.00 L131 S 19'43'15" W 11.17 C31 10023 120.00 N 495836 W C86 5.65 14.00 N 69'3736 E L59 N 835T0�' E 36.00 L135 N 30'22'26 E 34.44 2. A BLANKET PUBLIC UTILITY AND DRAINAGE EASEMENT IS / � C32 13.08 14.00 N 00'42'3 E C87 26.11 60.00 N 7334'57 W L60 N 83'57'08" E 51.55 L739 N 79'39'18 W 2283 HEREBY GRANTED OVER ALL PORTONS OF LOTS 3033 ��/ d0//5 C� �7j c� C33 56.04 60.00 N 00'42'37 Cl C88 20.00 60.00 N 08'2555 E Lgt N 76'21'51" E 33.12 Ll40 S 8002'36' E 20.00 THROUGH 3036, INCLUSIVE. EXCEPT FOR THE N.E.A. (NON CI O - C34 _ 56.01 80.00 S 52'48'21" Cg9 20.00 80.00 S 60'31 39 E L82 5 04'41'09" E 40.14 L141 N 88'40'49" E 23.45 EASEMENT AREA) AS DEPICTED. (� tt$�/ C35 13.06 14.00 S 52'48'21 E C90 26.11 60.00 5 3g-_3047E L63 N 2802'52" W 26.45 L144 S 00'37'20 W 23.45 3. A STORMWATER MANAGEMENT EASEMENT IS HEREBY / /C� ,/ ah1� //' ('' C36 87.85 333.00 S 06'31'18 W C91 28.92 80.00 N 495032 W L64 N 2602'52" W 36.00 L149 N 88'52'57 E 11.17 GRANTED OVER ALL OF LOT 3036. C37 31.05 120.00 N 843330 W C92 20.77 80.00 N 24'32 24 E LBS S 2602'52" E 36.00 L150 S 7201'08" E 23.45 ` 21 vo C38 11.88 14.00 N 5252'45" W C93 22.03 130.00 N 38'09'51 E L66 S 2602'52" E 26.45 L151 S 1955'24 W 23.45 4. LOTS 3033 THROUGH 3036, INCLUSIVE, SHALL BE / /' �h� nor>, C39 _ 5063 60.00 ___N_5_2'5_2_'4T W C94 19.33 130.00 N 4796'38 E L67 N 7708'48" W 36.00 U52 N 39'0119 E 11.17 CONVEYED TO THE HOMEOWNER'S ASSOCIATION. C_4D_ 61.95 60.01 N 7493'34 E C95 26.11 80.00 N 8400'05 E L68 S 7708'48" E 35.00 1181 S 02'31'56 E 33.55 C1'�Vb / / 1° C41 14.22 11.00 N 73'45'20 E C96 20.00 60.00 N 86'00'57 E 59 N 78'48'43" W 36.00 U62 S 75'22'37" E 20.91 5. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO 0��61�9 / // /' �`� $ b'`�ry 251 60� _ C42 46.30 160.00 S 14- 02 E C97 23.93 60.00 S 1856'04 W L70 S 7848'43 E 36.00 L163 S 55'3235 E 8.98 GALENA ROAD (CANNONBALL TRAIL) EXCEPT THROUGH / p<<d• h� / / �> a p"S' $• r>. - _- � �J DEDICATED ROADWAYS. 0A - ✓� / / °° so 8,008 S.F.t �• C43 92.35 467.00 S 01'35'48 W C98 22.17 60.00 S 4056'56' W L71 N 41'26'14" W 22.30 L164 S 13'32'01' E 11.17 / ,Ap�p+-� ✓/ / / �Q ryry C44 13.08 14.00 N 5203'14 W C99 24.69 283.00 S 23'32'55" E L72 S 8291'06" E 23.70 L165 N 05'33'54' E 23.45 6. ALL COURTS ARE PRIVATE STREETS TO BE MAINTAINED BY �'�ap+" 10 /{� 2L A C45 56.04 60.00 N 520314 W C100 19.75 283.00 S 06'41'05 E L73 S 04'41'09" E 44.52 L166 N 82'29'34" W 23.45 THE HOMEOWNERS ASSOCIATION. / p ��a° / `� // £o, /' s 2 5 0 �'e � a \1� r) g 2 C4K- 56.04 80.00 N 74'25 48 E C101 8.01 333.00 S 1658 23 W L74 S 6394'36" W 42.51 L167 S 59'38'17 E 9.21 w - `' L J d•°°' �, C47 13.08 14.00 N 74 25 41) E C102 15.74 50.00 S 02'49 4 W L75 N 49'35'11' W 30.94 L188 N 06'31 26 E 23.46 // // 60�° {y. 6,109 S.F.t 6,476 S.F.i • "I p C46 26.11 60.00 S 36'304 E C103 20.54 BO.Op S 200903 W L91 S 63'57'08 W 6.00 Lt89 N 24'08'39" E 37.32 �+ / / '. ; ` ti�0 $ Z C49 20.00 60.00 S 60'31 39 E C104 19,46 287.00 S 39'07'53 W L92 N 6357'08 E 6.00 L170 N 24'09'58" E 31.57 / l .O /' / 249 $�� / L14 Cyti Jam /� _- - 050 _ 20.00 60.00 N 08- '25' E C105 20.50 267.00 _ S 16964Y W L94 N 2602'52 W 6.00 L171 N 1T53'S1" E 40.19 1 J / / G9 A�8 SO a 1 253 C51 26.11 60.00 N 1)'34'5 W C106 24.01 267.00 S 02'3921 E L9S S 2602'52 E 6.00 L172 N 1759'12 E 28.70 \` / / t r"1 r1 C52 23.79 147.00 S 30'41 00 E C107 28.28 533.00 S 01'29'32 E / / 6° y 6,060 S.F.t a`�B ?o. OO / -( L96 S 14'04'45 W 9.52 L173 N 11'40'41 E 40.19 / / /,��0 �p o>so' / �' �o N 6,476 S.F.t 1 SO0 StD' L\/ C53 9.44 230.00 S 850 12 W C106 27.81 60.00 S 14'35'53 E Lg7 N 7708'48 W 6.00 L174 N 11'46'07 E 26.70 / ° C54 9.63 14.00 5 83'39'32 W C109 20.00 60.00 N 9'42 W L96 N 76'48'43 W 6.00 L175 N 05'2)30 E 40.19 / rs / N1 R F °o a r S{9 C55 4.59 14,00 N 679436 W C110 17.89 60 00 N 61 +9 S6 W L99 _ 5 78'48'43" E 6.00 L176 N 04'58'36" E 34.44 / '$, / 248* 0 C56 26.11 60.00 S 51'2913 W C113 39.27 O N 710252 W L100 N 3901'19 E 11.17 Ll77 N 07'00'05' E 12.86 // // Sti° y0� s{y. 6,060 S.F.t ` �$so• i C57 20.00 60.00 S 29'28'21 W C114 71.14 N) S 2TI„ +4 W L178 N 06'05'41 W 21.80 / '>• / / !j I S 6 ' <n C115 34.68 6 i S 46'3600 W L179 N 0194'35 W 15.64 ^ 4, o� �"/// �9 0o LI66 254 Citb 69.09 6L S 83'46 Ot 1 L180 S 839436 W 42.51 24 C117 _ 3).43 60 S 66'44'54 t L1 B7 S 839436 W 26.42 / / ' s ` 7 / Off° �\ / j / 8,329 S.F.3 C118 35.84 60 N 95 4) W- L182 S 63S 4136 W ?6.09 / / / / / 6°� fit. 6, < 0 S.F.t O \ / ?>. w 246 $ � ' � �� , � , �s,� \ ,ti5 s bo°° `° �`O �// U }5� / \ sti,° ---- �- h 25�� P �,� ,/ g �• 0;� � Q h, ,o, 5�¢ mss , IB ,, 255\1p REAR LOT LINE k G o� �O O 3, 245 / �,,� i / �. 6,088 S.F.* \\ a /' h�� y?>6,069 S.F.t �cb$. I E r ti /�.q 2 256 / • / / 1 Q Jam. 44 F / 1k �.4t r / . E ,o 0 6,445 S.F.t �� `L w� / 9 �A o. '6 � �. V� ,o � `�. 7.F �.F.* 'fir$. y ��, �, �� s �� / F do 26 "AN !2/ s zs.F.t / h� k�.� -. 4. \/' 3 r / {� `'°o / 2 5 8 °. 4 I I I SIDE LOT ,/ 6� J 0 / q 4J• / °O' b. LINE , P �, g 961 `.. / 6°'� G` /0ci• ' 8,11B S.F.t c h e"g �,v / �� ° �1 I i / 243 8 , r 275 7 IT 8,157 S.F.t a' o°�o r $• ti 0 30' BUILUNG I I SCALE. SO' / / // r �.. �o 2 A rn SETBACK LINE / U62 �6 - rt -�_ C6 260 N _- I o w � 567 S.F.t L _ L - - - - - I L - - - 25 0 50 � I // / //� (��( A-39.11' 45'57 E' // ^' / E c �� 242 \ . 7• S21--. - / ,�C._lJ CB-N 18'45'57 E / / � p B,- I FRONT LOT LINE / / ,/' �2p�i �� 6}57°� �� dj / 42 TYPICAL EASEMENT DETAIL i // pa F br, N 60 \\ Psgl AgS34. 58 0 / ' / �3 < EASEMENT HEREBY GRANTED --- -_-- Li/ � � U / a63 r.> �\�6 Via. ac .Y W NOTE: A 10 FOOT PUBLIC UTILITY AND DRAINAGE / P" .,- ', �' 0 J(''�� STORMWA MANA M EASEMENT IS HEREBY GRANTED ALONG ALL FRONT 238 ' J �Q b \ t0 A-28; 7 AND REAR LOT LINES AND ALL SIDE YARD EASEMENTS / // / o Qr $ V J r�, b;�rs* $ �- CB R ?SHALL- BE 5 FEET , UNLESS SHOWN AND DIMENSIONED � �, s 241 -s- 2 HEREON AS OTHERWISE. g 6,478 S.F.t $ S.F.t ' '' �� 5 //' / $fib $.�. 907 't 8,718S.F ` ; ? S?0�o w ------ --- / 237 / i/' �. gS.L. 5\,A53 �� / ►� A�2J0. 91' R-141 5;. / / - \ 63h� 6,476 S.F.t 20 240 s. I;. ?• 9i/ C. $ A.99. 80 SRS , . - --- 91r F,.48. 1 4' ° / O t' -- ,,, / � $. i OD 00 R-60. Cg9 / Tag ?0 e, �j / / • // g Z Z $$. � ;k e� 00 �S 8.681 S.F.t es�'/i A3QJ �NJ� / S.\ t1 1 Vd co 0 � ,� � / /- =� O \ ��, a�• b� 236 05 9 -s. 5,°a ��-�' 6 s 223 / �� G ,•a 8,008 S.F.t 5,�� y 9� S 9y► 4 ),11\ �• 8,692 S.F.t m � 5 , / 0, ry � 222 �� / 1E9 //' y a�°�Q °� a i PR 'SiA�°. f, GF' p 99 0� cb`r 2 8.696S.F.t h`L s '530° ;�.`'• _-_�- �a cs9��' Yr $ N 63 ey oE� h�,°s E 05 l 'rn h"'o oti / s / sa 134 78' I a. ,r 5 tb, . �� -y hh r� \Iplv S� / N�a� a 63 D 2 0��. 224 ,,,5 a �� .1 b� N / �f A 'L S 85'18'51" W ;°�` • �'�� \ f' C `p, e L� 60� / u, $ rr. 6,180 S. U \ E , ''o.. ��r dim 26 1 ° g I s\s �� 225 < m �. ° �. °. . / 1r 635 / °w 6,180 S.F.t eo°° ,', 6�6ti,A �\ 's C\ c^ \ 7,392 S.F.s g • 5 3034 4 235 - - $s�. \ s �. s tp 00 6 ,j // r� 1 '.v / Q 7,734 S.F.t s. / / 10 / . 226 ° / \ �B \ . rnb 22 1 p.cA 's. \ s �o g s 8,398 S.F.t ° N 85'18'51" E - - / 5.6.180 S.F.± o 6L9`� �r s 7 � �' \' 'a '• \ j}W - 112.46 7 9/25/06 CHANGE NAME TO MILLBROOK TL SEE SHEET 3 OF 5 FOR CONTINUATION 6 6/30/06 ADD "NEA" IN LOT 3034, PER REVIEW, CLIENT TL • 5 6/20/06 PER REVIEW, CLIENT JB t8 _. -_ _ ---------- - -- - 4 3/14/06 PER REVIEW JB 4 NOWT •S• MIDWEST CONSU PREPARED FOR: 3 1/6/06 ADD LEGAL DESCRIPTION MEK TECHN • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHO CAL HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE I' CONSULTANTS,INC. PASOUINELU THE COLONIES LLC 2 11/7/05 REVISE PER CLIENT'S REVIEW MEK WN LAND SURVEYORS 1 10/19/05 ADD STREET NAMES MEK POLICY AND LOCAL ORDINANCES. IN AND REPORT ANY I^„HNI me ml�wt c«° 10/7/05 SSUED MEK • COMPARE ALL POINTS BEFORE BUILDING FACSIMILE! 1940 CBNTRE POINT CIRCLE JOB NO.: 265-140 PASO. DRAWN BY: MEK (file)W5 m,t NAPRRVIU.E,ILLINOIS 40561 _ NO. DATE DESCRIPTION BY SH��ET 2 OF 5 I, I DIFFERENCE AT ONCE. -- _ FINAL PLAT - - ----- - BASIS OF BEARING GRANDE RESERVE - UNIT 23 P.I.N. 02-02-477-0015 RECORDED PLAT OF SUBDIVISION OF GRANDE RESERVE UNIT 7 BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER P.I.N. 02-12-100-001 OF SECTION 11, AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. SEE SHEET 2 OF 5 FOR LINE & CURVE TABLES SEE SHEET 2 OF 5 FOR CONTINUATION N \ s . �8 w $. 241 �� J� U� > v �. 74• 9l ' / {n �/1 7°' s 8,478 S.F.t $ 6,008 S.F.t $ $. CB 1 /O / �� $ b� L31 $ 590153 f 8,7113S.F.t s 4 S` 7 U2"5?CFO• 65g p6 E 10 Od IL \\A V�°e�.D.�. ,lp ., / 4'S A.99 40 0. 91' R'147, pp• p \ 8,476 S.F.t /•� a. $. 3033 N 60� c�°w 14' SS N 6�� 240 i ' \\1 B� EASpEMEN1T HEREBY GRANTED 1 a ,M ,�0 p0 00 RHO. pOe9 �s 8.681 S.F.t 0c�),.i' / ►'S / ,6 yOgA / 20"9.S•� J7 S?, -'�� NeP - - �� 1��0 \ � d��• ��. 236 i � ° , /;, � 0� / �� o� � _ 'sor�/ � � �'' 6,008 S6 1150 1 J. �i 635106 \� U 6 s 22 3 .� � ro S \\ Q �'fi'q 9 o Ra A o 8,692 S.F.t N o 222 j3� 2 e lV / K i Ty � i•� ,�� c� QR\J K� Yj ' ` v,�64'S O �Oq9 6 000 �• 2 `` _V jig1' GF ,r $ 8,696 S.F.t g`i- }3• ` ' 1K ✓ //� o ,r.UP'� / ' •fj�� -6 K $• 55 :� .' �/� NE90 oE�6 51 E 1 es �N. L24 1'; 0� / a,� £ 5 85'18'51' W 134.78' N 5 ro �}° \ N o Npl° i eon / �. 6,180 S.F.t / 06 / 2 2 5 50 : \ s E \°N 31 (� , � � � \ ,o m� �. �. � 261 T O a63 235 !� '�''� c^ °wbs 6.180S.F.t 000 � � N662AA 's. YC ! ^< 4i. s. g { ' ' $ �, d \ s � ' Ir. s P \ 7,392 S.F.t NOTES: 7,734S.F.t r i' �0\� / r 226 60 �/ \'� / i�O 221 °o. ` CA �' 1. SET 3/4" IRON PIPE (1-1/4" O.D.) WITH PLASTIC \ .� 0 $ 8,180S.F.t 6000 '\ p \ds \ \0220gds 8.398S.F.t j3 �� N 851B'51" F CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE $. \ Td i $. 5Q .� cp ON SHEET ONE. `/� 4 i '/ y 227 60°0 '1� 10 '�°d 21 \� '\ \ 033 112.46' } �. $\ 6,490 S.F.t 'N 3 L m �' 7,373 S.F.t 'A 3� 6,576 S.F.t \ lip / 2. -A BLANKET PUBLIC UTILITY AND DRAINAGE EASEMENT IS d w o, �t U' $•�, '�•\ �, /('"'�� HEREBY GRANTED OVER ALL PORTIONS OF LOTS 3033 \ '' $. m DD 50 }� 2 ITS \ a u- \ 2 `r 2 g THROUGH 3036, INCLUSIVE. EXCEPT FOR THE N.E.A. NON ' N v E d 60. \� ° V �" "' \ V 3g 56 �j P \'.0 6j N•• / i b _ \ 0`'" (�', p'- 6,358 L �1 `r 6„158 S.F.t (NON �6 '' 61 r °o i Om 6,109 S.F.t \ 16 P 3 1 \�+ EASEMENI AREA) AS DEPICTED. \ $ I •1 N 63'57'08 E \q9 '/ bia. N \01' �$. N 85'18'51" E VON 3. A STORMWATER MANAGEMENT EASEMENT IS HEREBY 1q v $•�'' Y n C25 ''�\ 91 S X6211 0 101.69 GRANTED OVER ALL OF LOT 3036. 25.99 5j0� ''a $ $ 228 �' 217 63 cA da. $. 6,109 S.F.t rn W 44 LOTS 3033 THROUGH 3036, INCLUSIVE, SHALL BE i N \o\ '� �t��, t \ E ,3,0895'F't °y6 ` `� C g'" 161 C -3 33� I 263 33 CONVEYED TO THE HOMEOWNER'S ASSOCIATION. �O 3\qq / E4 1'oe �- G �v a � ' g 0\G� 1 riV t^ S� n r ro' / `/►. / $. G2 K 6,068 S.F.t 5. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO Fg�y � 3500 E �0 0 �\ oY �\I�� iO q6 �� C104 �' V \N30oa VI G6\ N U 1p Z -- GALENA ROAD (CANNONBALL TRAIL) EXCEPT THROUGH N N 6 234 ' �� DEDICATED ROADWAYS, C $' OS 9'1 �`) 63511 �C Leo �° rN 65'16'21' E 7,373 S.F.t E r'i } 10 �\\� (/� "' � SqE S �' s 33.0D' 33.00' 101.00 6. ALL COURTS ARE PRIVATE STREETS TO BE MAINTAINED BY Vb \� `r! 55 00 $ $ tin 22Q p(S 09 E `/ pR\Jr �� eS) ' °b $ 9 7HE HOMEOWNERS ASSOCIATION. r 6 00 �° V b Tj s f 10,25.F.t , �.�. N 264 g r 34 0 ` ° $ G1 211 ^ ° 6,165 S.FA 21 s 233 `�� 6 �, oo�'!�' s '� 7,367 S.F.t �' $• �,, � s,oso s.F.t �' I g '7r 6,109 S.F.t c�9 fee. Sp• p.1eo a tea, " � ' i > 4�. d `b ; o / p �5q / 85'18'51" E r $, m 6� A�48. 14 9�' o d1a. `�i. g` i 'y0 ,'' '9 R N ♦ 106.44 �� $• E q 5►6 � ° 10 6 41$'ria. o. �'' / i \\og�� ?° 7t Op 9 212 � g Fi s 230 s C5 s �s ,D6 6 i L f+1 �. N � s � '. 6,476SF.t ,�. 215 �.� � . °b6,55DS.F.t �� 6 106 - =J : 265 35 ra, o, o, �. o. ° i y"- °i �. S 63 1(j ; g �. J N g - 6,833 S.F.t - - 232 P df 231 '$ �. g �1�6oc d q 7,230 S.F.t / rnd 2 13 $.��. $ �° �� w REAR LOT LINE J' $- �, 6,476 S.F.t t^ pr i 60' :O�i �� ''• g N � Y _____-------- ■ y '' 6,008 S.F.t . "1` . o. $. 'o. i'1 p9 . i ' �. 6,097 S.F.t $. o �N o N 85'18'51" E S "'5"25 31 W ► g oo E 4 g e36 E $ - 123.34 O eo �. b L N ds' �! 1 6G. cT 1 I 28.00} �,; �s °W � � 6�5 � � ` oa p - - - �- - - -r - - � , . � 62 - N s � - X14 - - - a $ E $. ,606 \ 266 36 I I o I I "' 6551 tr cP `o. \�• 9,903 S.F.t W a i o, \ 8 0 \ g S 705 6,548s.F.t I I I I N 55'25'31" E s \ �\ •, 2,41 S.F.t S �FP g6gco, o� DoE SIDE 3035 y \ 04 Sq , I \ < s\ S.F.t 5r 6., I I I I LINE 41.00 '° d.�, n os E 02 �. 4v. 101.00' 20 V \ \ ',\) \ / k.'�•J• •.O / J J I/1 O I 5 _I I - Ir 21 267 g 37 D° 8 6,730S.F.t \ \ °� S o� V i r 0• 6,017 S.F.t I I I I 6 100 i\ n6 q6 'o. $fib xB, 8,7t j.F.t Jt .0 j, i SCALE: 1" -50' S of . 30' BUILDING I i y 5 63P. \0 B/ \ ?•008. 1 R'RSO C6S �. SS6,�J, v r� 1i it.1N - I 85'18'51" \ �9 SETBACK LINE S F Op X06 g• f 5 6,109 S.F.t o0' 6 .09 13.91 rt , 202 �� \m � E 209 � 38 50 25 0 50 I I � I �� `N 6,081 S.F.t ? 'O .� J' 35-j 0 mac'. N 55'25'31' m C S. N 6 \o\ 9,DSD s.F.i G` 268 60 �0' � � �� . � . � � 207 � ��' - -�� ,' � z � 7,4173.F.t >E - .�- SUBDIVISION UMITS . FRONT LOT LINE $ 5196 ��, �� ! \ 6,568 S.F.t S L�c4' C 16 `'rn, 1" ------ SECTION LINE TYPICAL EASEMENT DETAIL i6 J sp'' �s*e- � ^°AS y� �"� 1j 11 6V r y r 'u,. QUARTER SECTION UNE „� F, �O' Jj. •j '( S i N 4034'29" 365°51 6 I os �s F V o' �� /, L 9 w• '• 3 9 gNTFJiLINE NOTE: A 10 FOOT PUBLIC UTILITY AND DRAINAGE '; 1 ! w v 1 ` ' '\ EASEMENT IS HEREBY GRANTED ALONG ALL FRONT 36,00' 6 ' . �O $ aw' �/ _ N 635y06 V/ '`� //� p 8,181 S.f.t ---- EXISTING R.O.w. LINE \�' `� /�� J' L O 1 `11 AND REAR LOT LINES AND ALL SIDE YARD EASEMENTS d y 1^ / c, �• 09 - - - - SHALL BE 5 FEET • UNLESS SHOWN AND DIMENSIONED 6,109 �.F.t 'N " c�' 0• rn, $. \5 P.U. k D.E. HEREBY GRAN fE.D a' ( J_ i A - - HEREON AS OTHERWISE. , s ° E ��•,y 61• 208 / +/ M•`�0°° "� i 'd`.B," F.t c^ 5 6 °d 65`1 40 .�'. 4 `� S 7.8:' ,.F.t CP. W. 60 SECTION CORNER N \o\' 4•y"� �,� a, S.F.t T 'd• F` �'LO'20 1 6 QUARTER SECTION CORNER N 3679'280 6,568 S.F.t Gbq ! -,p� ?p �o� • �• F 6314 28.73' °$�° E NT 'A �S� / GO C°°F / pO 1.40 W S (m•oR.) MEASURED DISTANCE 3034 $ 635106 a4 Ojai \ �/ �° 272 $ B1. 94D { - -----J ( •o.) RECORD DISTANCE H 1 °F SS 81297 S.F.t a' 3033 8,534 J� o- SRi1 ti v, �n ?J. h / 8. P.C. PANT OF CURVATURE Z +�p0o .{j�J, F r •\ 0 S M P.T. POINT OF TANGENCY � A9•p�F�nt' R. RADIUS '. +' \ / / 273 �• SO A. MC LENGTH Of CURVE �Q � a4'.. � � I e Co. CHORD BEARING • mb OBS �� 9• i L4 �!� \ 7,162 S.F.t cI�1 98 ,, SJ. 0 0 �� .� o ` • E 40 P.R.C. POINT Of REVERSE CURVATURE fit^ 8?DZ S.F.t �� J7 JO• f JJ, `N'' 7j`j1'l h� ~ y yT�O E4°J1��E 'i.�g P.C.C. POINT OF COMPOUND CURVATURE l 101 Op h �}� Q- O O y- 5 P.O.N. PLACE Of BEGINNING S 88'59'06" W $ pp 6 48" W 120.00, �: °� \ \ \ 2 0 0�°'ry�� P.O.C. PLACE OF COMMENCEMENT /,T 7 $ �qq•,� I.U. ! D.E. PUBLIC UTILITY k DRAINAGE EASEMENT •�� /�/�' = 70848• �' 60, �. T ti0 H 274 W Mh �� 00 36.00 W 00' I _ h { B.S.L. BUILDING SETBACK UNE 3 3 95 N 197 o, N ~ /m 6,310 S.F.t 3 N N 10,408 S.F.t / ° oy n TQ EBE EXCEPTION TO BLANKET EASEMENT �p 8 N ^ h � � S 75. 4 7 �� S Q SET CONCRETE MONUMENT v h N 192 N$ 60.0j 0� O 3 �/ N o W0� W 101.00 E 2 V�° 41 N 3036 o ser IRON PPE " h 6,008 S.F.t 6,109 S.F.± 193 ° / ~ ^oU / r' • FOUND IRON PIPE N 88059'060 , S 77TH 67 N 75.55 IS 01 121.59• A tiA p o / 275 W �c Q L ti&L LINE TABLE NO. 31.00 48 E 103 Do �` 2 6,551 S.F.t M 194 E 193.7 7J.76 ` " r n / w 2 6,313 S.F.t E c d9 CURVE TABLE No. ./� $ /<�� LIt 1 C73 3p � `O 86 ` ` o 4 Z N.E.A. NON-EASEMENT AREA N 01 00'54" g �O 1 90 G00 00 \ N o 6,245 S.F.t N 195 JJ.00• S 7555�5 J` ^F o v' 0 L67 W JJ. Li 10 , E r 60.00 N 6,476 S.F.t �� 6,,66 S.F.t N 196 29/ Ja 7 9/25/06 CHANGE NAME TO MILLBROOK TL SEE SHEET 4 OF 5 FOR CONTINUATION 6 8/30/06 ADD "NEA" IN LOT 3034, PER REVIEW, CLIENT TL 5 6/20/06 PER REVIEW, CLIENT JB i - 4 3/14/06 PER REVIEW JB MIDWEST 3 1/6/06 ADD LEGAL DESCRIPTION I MFK 4 FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNICAL PREPARED FOR: _ I 1 _ HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE CONSULTANTS,INC. 2 11/7/05 REVISE PER CLIENT'S REVILw MEK POLICY AND LOCAL ORDINANCES. PASOUwEw THE COLONIES LLC I LArroslmvEVORS 1 10/19/05 ADD STREET NAMES MEK COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY TW1 10NU: ww mj wtx wm DIFFERENCE AT ONCE. �" ISSUED MEK IeNOIwwIOI mm ml ENT JOB NO.: 265-140 PASO. DRAWN BY: MEK 10 7 05 Yn:'SIMRE 1840 AP ERVILLE POINT 1S 6D E lew)wsml� NAPERVILLB,ILLRNOIS 60563 I _- N0. DATE DESCRIPTION BY SHEET 3 OF 5 J-.265140\LeNVI3 ONS.GR UNIT 23 in,415,2006 T42:M PM Vr 1:1 �- FINAL PLAT BASIS OF BEARING P.I.N. 02-11-276-006 RECORDED PLAT OF SUBDIVISION G RA N D E RESERVE - UNIT 23 P.I.N. 02-02-477-001 OF GRANDE RESERVE UNIT 7 P.I.N. 02-12-100-001 BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SEC-ION 11, AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST C F THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. i I i� SEE SHEET 2 OF 5 FOR LINE & CURVE TABLES SEE SHEET 3 OF 5 FOR CONTINUATION 0. N 3V29'28m �° w fie$ \s `" °� 51.40' 28.73 0 34 ' -v 99 ` \/ G / 2 7 2 5 61'59 40 N 6�5� C��Ei O' 6,297 S.F.t " 199 ° r� ~�'�� ° i S�s 3033 �� mil. �°� P P ,\ .\ '° 1� A � ` - C } i 6,534S.F.t \ �� s��ssSJAF�J7 � ° 3�F �5R`1 3� `N" it '�• �O' _ 7 162 S.F.t ° 198 es< ; 33' `�°� `� �_ __ - 5 °�� ^l 8,202 S.F.3 \ 37, �' E 33 pp. , E h e�hy ��Pip�� Ilk 101.//` O O S 88'59 06 W 11 ° o0 20.00' ' $ ^1'0� J y 2 7 L ."' P/�0 °� °� 36.00 ��_• W 35 ,E 197 � os ti 00 .o Y / 6,310 S. = e P p �Np 3 ti N o 3off ^ .'v .ate wQ-,�w iii 8 N 191 0 10.408 S.FS / = ^ ^ `> S c.. W w 70.00• ° o O `I N 192 ° 6D.011 * 6,008 S.F.3 h 6,109 S-F.t h 193 / ' ^/ J� / p N 88059'060 -°°• '� 6 n= �, ° 75.55, o1 127.59' : I N�k° .o� I L75 'y P • X46 700' z 6,551 S.F.t 5• f t W' ^ 31.00 E 103. / 194 93.7 73.76 / _� 6,313 S.F.t o <� 11 C73 ^, �o w L 96 1 _ - 0 0 / n ° 6,245 S-F.t n 33.010 535'15' . . 190 �,� 3 .00, o s 7 N 01'� 54 OA i6J �, . w 33.00• TG - - 107.00• E 60.0Q� 6,476 S.F.t 0/ ; �� C N^ 6,168 S.F.s _ry 196 ` - 0 3g - tiS 177gB'48' E H o° ` z o 7,705 S.F.3 ! ; $ w 2. . - un N 01'00'54' N 88'59'06' E h oo ° _ o ° ry o 58.55' r - 276 K Cv 4,.00 ,00.00' 0 189 ' `° S (� 08' __ 7,100 S.F.3 o In o E 43 FEET �, N 77• 48 60.00• o iv v N 88'59 O6 -a w • 6.476 S-F3 26 S /7j,05I 52.50• _ - N 88 54'58' E z 1 38.65 S 77.08• �N 77. 50, _ �OV Q L) Cr 101.00' 48 Z 36.00 E shoo � may` w c37 I & ! ,.. '7 Uw � s 3 \ n o S 7 ..,ATE STREET No ti 188 145. ?6 L68 C� n v 65.71. J- 48' E 163.61' 8 C6 I L42 6,355 S.,- .- 35.00' 35.00• N r' O :/� 70.00• $ I IR N 6,329 S.F t t`73�-' / 28.50 C42 I N 85.5 ' E I 101.00' 100.00 125' Pu h v o 185 ?0 8.5� s 7J•08� � 0E J / I I t o S 6645906 IN E 7� , 6, 87 186 W° 7,D06 S.Ft � 184 w o o N 278 ♦ _/ 6,088 S.F3 $ o a ! S r 6,060 S.F.t o 6,743 S.F t 7,109 S.FA ^_h 183 C ° I o 0 _P N 01'00 54 �� _ ^ = -m ' eM : N ° I w zm wlm F N 65'55'53• E O 60.00' = g = 9,616 S.F.3 0, °m cA , 101.00' i zo 0 / 2 0D' Z S 77.8 -``6.81• 7000 ,�' F 2 NoI ^ n w w o rn rn o1� F S 88'59'06 W '8 E 7 60.00• j - 60 0 - 48.08' m u o o 0 279 0 4 N ?0.00• a o - 3 N. in < o I ° No 0 31.00' Z 60-03 109.08 r I u x 6,060 S.F.t ° - O J T 5 V O w 179 w -T_ 61. 2 m I V N 85'55'53• E ti -° ? - 101.00' o c� H 7.463 S.F.t g ? Z ^ 6,326 S.F.t 61.3r = -° 181 w 33.00' 33.00' 00 X78' 3 E 39.21' / z 6,681 S.F.t 182 r 100.58 o (U� 7 _= g " N 88'45'25' E C+� a 1 1 8 /`l� L�1 �1 30 00 z ^ 10,072 S.F.3 O 101.00' }5.00' 35.00' �,: 169 I 10 � 6.730 S.F.t _ 4 _ _ v, �I 2 3 - S 78'48'43' E` N '�o° n- _ LL 6,451S.F.t I 98.08' n 01.00_ $ O W a S �Y1. 2'4/ IN ° JJ o N 78484 al J S 85'01'24• E ti 8 177 4 44 C O 3 W 81.98 1 101.00' � l Q. 6.476 S.F3 ' " - RT J S J8'SR'43' g PRIVATE ST 48`J•- • / $i m ! 282 J I N 01'07'13" 36.00 E 703.00 \�,ry� g�a 6,418 S.FA 36,0 ?' %� Z 67.00• �� S 78-48'43- t cn 3 <` 4 L70 .b v � w ' 78 74 S 8832`47' w S � 176 '�= 3D.�, 101 00, 60.00' CA �N 6,008S.F.3 D _ �� o w,v 283 S 78'4843 "� 17 5 W 4 �° 17%. ID 6 4,8 S E 95.00• w 6,109 S.F2 ^ $ 1 7 ° 8.2FF .` m' 6.56P - 10700. SCALE: 1" =50' 3 � , � W 41.00' = l- _ S 783+8 43 hN o ry 284 C3 S m 70.06 0 8.685 S.F.t N3 . 48'43 E 1 60.00 N , /N V r �\ Sa 2s o so � �-,- _ zo.00' 8y ° x.�' s s- - 144.` i N W N 88'52'47- / �/Q \ �� SUBDIVISION UNITS 26.00 /g \ ° ^ + .O~ 285 T 3 Y -- SECTION LINE /s. S 51'35'14' E n / "� /� '� - 6,686 S.F3 ° O / 39. Y T' o, IZI �' w QUARTER----- CENTERLINE SECTION LINE Z 4. 1bO�CJ� �N H 593j v NN O h 3034 3=- --- EXISTING R.O.W. LINE /� off _ _ - - ti / m 286 - _- P.U. 3 D.E. HEREBY GRANTED 6,641 S.F.t SECTION CORNER P r �` SS A NN ,Z O ' (ZP / P ;0 J2 °• h1./ OiS A fro' �. o 9L: 156 QUARTER SECTION CORNER \\�� YY b .LO�j ,' l R 7 A �. N 10'53 05 W / /) C^ ' 1c / ,' 'm 7,340 ((rec.) ) RECORD DISTANCE 50.60 \� // / / ° 1143 P.C. POINT OF CURVATURE y \$- 6,"f°a P.T. POINT OF TANGENCY l"� ' \N �i/ J i •� A / `rS O R. RADIUS 94�6A $• / i/ ,' 5k�9 ` A. ARC LENGTH OF CURVE !•Cps ,O� .� V� / �O CP 'J k V CB. CHORD BEARING .mac i ♦ °i7 'I'/61. 78' R �► / P.R.G POINT OF REVERSE CURVATURE N 61 56'48" E s 6V V� ° ^ 09 Y /�• sfS? 6,476 S.F3 �• / P.C.G POINT OF COMPOUND CURVATURE 10.20' .0 A=38.36' R:25.00 ( �.lO 0. RQlO OSS. 6�5 CB=N 15'S4'D4• E 2 V`✓ 6 / P.O.B. PLACE OF BEGINNING S�� 55' •O ,r O P.O.C. PLACE OF COMMENCEMENT w V ` � B'S�'. CT P.U. a D-E PUBLIC UTILITY & DRA14AGE EASEMENT r \ Z 290 -S.8,476 S.F.t `ry0• / B.S.L. BUILDING SETBACK LINE �/.` S F F. EBE EXCEPTION TO BLANKET EASEMENT BO r`r2 6,D08S.Ft 3036 p SET CONCRETE MONUMENT - (� °y��1 's bJ. o SET xNON PIPE • FOUND IRON PIPE ',4 n v 6 L L♦Q. LINE TABLE NO. 4�� \ �. C� TABLE NO. 3033 NZAL NON-EASEMENT AREA ! s �, / REAR LOT LINE �n� S $ \T / A=39.57 R-25.00'LI 11 - --, r -- -r- - � - -- TN 86'05.36' 1.5� �9 =12.47' R=25.00 I j I i A=81.76' R=350.00 ��o��'F y;� �'� CB=N 34'15'24' E i SIDE LOT �N 34 44 43 W I / I^5' I I 5 ! i �►� �2 � 30' BUILDING I I ' SETBACK LINE � � - 5 N -� `-L- ----� L - - - P��. \ NOTES: FRONT LOT LINE T`�? 1. SET 3/4' IRON PIPE (1-1/4. O.D.) NTH PLASTIC TYPICAL EASEMENT DETAIL CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ON SHEET ONE. NOTE: A 10 FOOT PUBLIC UTILITY AND DRAINAGE EASEMENT IS HEREBY GRANTED ALONG ALL FRONT 2. A BLANKET PUBLIC UTIUTY AND DRAINAGE EASEMENT IS AND REAR LOT LINES AND ALL SIDE YARD EASEMENTS DE RESERVE - UN 20 HEREBY GRANTED OVER ALL PORTIONS OF LOTS 3033 SHALL BE 5 FEET , UNLESS SHOWN AND DtMENS10NED RE DOG. No. THROUGH 3036. INCLUSIVE. EXCEPT FOR THE N.E.A. (NON HEREON AS OTHERWISE. EASEMENT AREA) AS DEPICTED. 3. A STORMWATER MANAGEMENT EASEMENT IS HEREBY GRANTED OVER ALL OF LOT 3036. 4. LOTS 3033 THROUGH 3036, INCLUSIVE, SHALL BE CONVEYED TO THE HOMEOWNER'S ASSOCIATION. 5. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO GALENA ROAD (CANNONBALL TRAIL) EXCEPT THROUGH 7 9/25/06 CHANGE NAME TO MILLBROOK TL DEDICATED ROADWAYS. 6 8/30/06 ADD -NEA- IN LOT 3034, PER REVIEW, CLIENT TL S. ALL COURTS ARE PRIVATE STREETS TO BE MAINTAINED BY 5 6/20/06 PER REVIEW, CLIENT JB THE HOMEOWNERS ASSOCIATION. 4 3/14/06 PER REVIEW JB 3 1/6/06 ADD LEGAL DESCRIPTION MEK NnTFS• 2 11/7/05 REVISE PER CUENrS REVIEW MEK • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN IAMWEST 1 1 110/19/051 ADD STREET NAMES MEK HEREON. REFER TO YOUR ABSTRACT, DEED, GUARANTEE TEk-HviCAL PREPARED FOR-- 10/7/05 ISSUED MEK POLICY AND LOCAL. ORDINANCES COdSLZTAN751,INC. � PASam,ELU THE COLONIES LLC COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY .LAMSURVEY4CM NO. I DATE DESCRIPTION BY DIFFERENCE AT ONCE. ' .. . FA�1 80024 8lERNf � [� NO: 265-140 PASO. ONNA'NMN aY M£t r - , ,A67e,1� � '„ SHEET 4 OF 5 . f+.x•S;P3r 6hk�.:y Jt:" Z.wv %.3DrJf 10 SC 4c Pi.. N. _ _ RESERVE P.I.N. 02-01-2;r� OWNER, - P.I.N. 02-02-477-001 G AA D E 2 3 P.I.N. 02-12-100-001 ACCORDANCE WITH THE PLAT ACT f66-124 i E THIS PLAT HAS BEEN SUBMITTED FOR BEING A SUBDIVISION OF PART OF THE F;JUTHIEAST QUARTER OF SECTKkN 2 PART OF THE NORTFIEAST QUARTER RECORDING BY OF SECTION 11, AND PART OF THE NORTHWEST QUARTER OF SECTION 12. TOVAtSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF Y OWALL E.. KENDALL COUNTY. IL: S. OWNERS CERTIFICATE STATE OF ! / --I g ) Ss COUNTY OF THIS IS TO CERTIFY THAT PASQUINEW - THE COLONIES LLC, AN IU.Nd4 LIMITED LIABILIT- COMPANY, IS THE FEE SIMPLE OWNER OF THE PROPERTY DESCRIBED IN THE FOREGOING SURVEYOR'S CERTIFICATE AND HAS CAUSED THE SAME TO BE SURVEYED, SUBDIVIDED, AND PLATTED AS SHOWN HEREON FOR THE USES ANC PURPOSES HEREIN SET FORTH AS ALLOWED AND PROVIDED FOR BY 4aTUTE, AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED. KENDALL COUNTY RECORDER'S CERTIFICATE " STATE OF ILLINOIS ) THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR S.S. w R: THOROUGHFARES. STREETS, ALLEYS AND PUBUC SERVICES; AND HERESY ALSO RESERVES FOR ANY ELECTRIC, COUNTY OF KENDALL ) GAS, TELEPHONE, CABLE TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE AGREEMENT WITH THIS INSTRUMENTQ(V - `A0 cD WAS FILED FOR RECORD IN THE RECORDER'S THE UNITED CITY OF YORKVILLE, THEIR SUCCESSORS AND ASSIGNS, IW EASEMENT PROVISIONS WHICH ARE WICE OF EK NDALL COUNTY, ILLINOIS. ON THE 15 DAY OF STATED HEREON. CCm - A.D., 20MD ATS3 O-CLOCK _&_M. AND WAS RECORDED IN BOOK OF PLATS ON PACE THE UNDERSIGNED FURTHER CERTIFY THAT ALL OF THE LAND INCLUDED IN THIS PLAT WITHIN SECTIONS 2 AND ,cty 11 LIES WITHIN THE BOUNDARIES OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115. THE LAND WITHIN fiV� Of j#0 SECTION 12 IS WITHIN OSWEGO SCHOOL DISTRICT 308. �� RECORDIE -1, DEEDS \ �,•,•._ OATTSS AT "3�' ��f THIS _][ DAY OF 2006 CITY CLERK' CERTI SEAL :' • : PASQUIN III - THE COLONIES I C. STATE OF ILLINOIS ) N�\ ••,:�' COMPANY NAME )SS LL O\ ' C,. COUNTY OF KENDALL) n��un 1"-'^'�� EAO�IAAFNT PROVISIONS ADORESS.- 535 PLAINFIEI tl ROAD APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL O� TH A W. EASEMENT FOR SERVING THE SUBDIVISION SUITE E UNITED CITY OF YORKAU E, ILLINOIS, BY 4R8IN*N6E NC. IROOSC ° to AND 01 HER Fn. 'ERTY WITH ELECTRIC AND COMMUNICATION SERVICE AT A MEETING HELD THIS // DAY OF Juc.y 201!0 IS HEREBY RESERVED FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY, AMERITECH ILLINOIS a.k.a. ILLINOIS BELL TELEPHONE COMPANY, GRANTEES, THEIR RESPECTIVE LICENSEES.SUCCESSORS AND ASSIGNS.JOINTLY A! � -• VF_RALLY TO CONSTRUCT,OPERATE.REPAIR MAINTAIN MODIFY,RECONSTRUCT.RE MEJNT,RELOCATE A':- ':. nOM TIME TO TIME,POLES,GUYS,ANCHORS,WIRES,CABLES, BY _-- CI C K - ''QUITS,MANHOLES,IRAN- -DFgTALS,EQUIPH :_iS OR OTHER FACILITIES USED IN CONNECTION WITH PR ENT ASSISTANT SECRETARY TRANSMISSION AND UISTRIB: IN OF ELEC COMMUNICATIONS, SOUNDS AND SIGNALS IN,OVER,CINDER ACROSS, NN THE SURFACE OF THE PRO+'-.RTY SHOWN WITHIN THE DASHED OR DOTTED LINES(a W*w dosOU M)ON THE PLAT AND MICHAEL J. PASOUINE W THOMAS J. SHE)tYAN MARKED"EASEMENT".'UTILITY EASEMENT ,IxtSUC UTILITY EASEMENT•,'P,U.E."(a ii6.A r dw-11un),THE PROPERTY DESIGNATED IN THE ` DECLARATION OF CONDOMINIUM AND/OR ON THIS PUT sS"COMMON ELEMENTS"AND THE PROPERTY DESIGNATED ON THE PLAT AS - (PRINTED NAME) VICE PRESIDENT (PRINTED NAME) ASSISTANT SECRETARY COUNTY CLERK'S CERTIFICATE 'CO�ION'N AREA OR -`EAS' AM THE PROPERTY DESIGNATED ON THE PLAT FC! >T At AL EY5,WHETHER PUBLIC OR PRIVATE, TOGETHER WITH TH. 3HHT TO INSTALL REQUIRED SERVICE CONNECTOOr.'.- .ADER THE SURFACE OF IACH LOT AND COMMON AREA OR STATE OF ]ILLINOIS ) AREAS TO SERVE IMPH ✓EMENTS THEREON.OR ON ADJACENT LOTS.ANC:COMMON AREA OR AREAS.14E RIGHT TO CUT,TRIM OR REMOVE )SS TREES.BUSHES,ROOTS, SAPLINGS AND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND SUBSURFACE AS MAY BE REASOtAABLY t COLA OF CE DAL ) -" _ INCIDENT TO THE RIGHTS HEREIN GIVEN,AND THE RIGHT TO ENTER UPON THE SL 3DIVVDEC:ROPERTY FOR ALL SUCH PURPOSES . <1TRUCTIONS SHALL NOT BE PLACED OVER GRANTEES FACILmES OR IN,UPON OR OVER THE PROPERTY WITHIN THE DASHED - "- NOTARY CERTIFICATE 1, ✓ COUNTY CLERK OF KENDALL COUNTY, ILLINOIS. OR DOTTED JIVES('x aaniar Oss"timl ON THE PUT AND MARKED'EASEMENT-,'UTILITY EASEI.ENT•.'PUBLIC UTILITY EASEMENT",V.U.E.' STATE OF T ,Sea l S ) DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO (or aimiar desip bw),WITHOUT THE PRIOR WRITTEN CONSENT OF THE GRANTEES AFTER INSTALLATION OF ANY SUCH FACILITIES,THE ) 55 UNPAID CURRENT TAXES, NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN 4 MANNER SO AS TO INTERFERE WITH THE PROPER OPERATION AND IOUN TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THE PLAT HEREIN- DRAWN. I MAINTENANCE THEREOF. TY OF ) FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION THE TERM"COMMON ELEMENTS"SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE" CONDOMINIUM PROPERTY AC7•, - WITH THE PLAT HEREIN DRAWN. CHAPTER 5 ILCS 605.2.AS AMENDED FROM TIME TO TIME I T /I A NOTARY PUBLIC IN AND FOR THE COUNTY R. THE TERM•COMMON AREA OR AREAS'IS DEFINED AS A LOT,PARCEL OM AREA OF THE REAL="ROPERTY,THE BENEFCIAL U1SE AND GIVEN UNDER MY HAND AND SEAL OF THE C UNTY CLERK AT YORKAI I F, ENJOYMENT OF WHICH IS RESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE SEPARATE-Y OWNED LOTS.PARCELS OR AREAS WITHIN AND ST AFORESAID. DO HEREBY CERTIFY THAT ILLINOIS, THIS /� DY THE PUNNED DEVELOPMENT,EVEN THOUGH SUCH MAY BE OTHERWISE DESIGNATED ON THE PUT BY TERMS SUCH AS'OUTLOTS', AND PER ON Y KNOWN TO M O BE THE VICE PRESIDENT AND DAY OF 20 'COMMON ELEMENTS"."OPEN SPACE".'OPEN AREA',*COMMON GROUND", 'PARKING',AND'COMMON AREA'. THE TERMS"COMMON AREA OR AREAS"AND'COMMON ELEMENTS"INCLUDE REAL PROPERTY SURFACED WITH INTERIOR DRIVEWAYS AND WALKWAYS,BUT EXCLUDES REAL. - ASSISTANT SECRETARY OF S SHOWN ABOVE, APPEARED BEFORE - - PROPERTY PHYSICALLY OCCUPIED BY A BUILDING.SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL RETENTION POND OR ME THIS DAY AND ACKNOWLEDG16 THAT AS SUCH OFFICERS, THEY SIGNED AND DELIVERED THE SAID MECHANICAL EQUIPMENT. - - INSTRUMENT AND CAUSED THE COMPANY SEAL TO BE AFFIXED THERETO AS THEIR FREE AND VOLUNTARY ACT RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTORRILOT OWNER.UPON WRITTEN REQUEST. AND AS THE FREE AND VOLUNTARY ACT OF SAID COMPANY, FOR THE USES AND PURPOSES THEREIN SET COUNTY CLER FORTH. UNITED CITY OF YORK'NPI GIVEN R MY HAND AND NO UAL SEAL THIS DAY OF _� 20-4= EA:'._ ; ROVISII ,_ CITY ENGINEER'S CERTIFICATE PUBLIC UTILITY AND DRAINAGE EASEMENT STATE OF ILLINOIS ) A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC AMEJRITECH.NICOR COM FD,JONES INTERCABLE,OTHER TAR`( PUBLIC IN S.S. PUBLIC UTILITIES,AND HOLDERS OF EXISTING FRANCHISES GRANTED BY THE UNITED CITY OF YORKVILLE,ILLINOIS AND THEIR RESPECTIVE !J` y� RE " COUNTY OF KENDALL) SUCCESSORS AND ASSIGNS WITHIN THE AREAS SHOWN ON THE° ` UBLIC UTILITY 6 DRAINAGE EASEMENT(abbreviated P.U.8 D.E.)TO Yr'C CONSTRUCT, INSTALL, RECONSTRUCT,REPAIR,REMOVE,REPL- - MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND V iFt I, JOE WYWROT, CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY - "?IBLITION SYSTF"'" ' INES UNDER THE SURFACE OF THE*PUBLIC UTILITY 6 DRAINAGE EASEMENT",INCLUDING WITHOUT LIMITATION ,•p * CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE Fo'_ - -TRIO LINES,CABLE TELEVISION LINES,AND ALL NECESSARY FACILITIES APPURTENANT THERETO, REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION, .. TOGET _ RIGHT O; „RFT"'" =.7R THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND ALL REQUIRED IMPROVEMENTS. PURPOSES AND TOGETHER WITH THE RC, _L REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVE -7 IMPROVEMENTS THEREON. DATED AT YORKVILLE, ILLINOIS THIS _L-DAY OF 2001C A NONEXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE ILLINOIS TO CONSTRUCT, INSTALL. RECANSTRU,;T,REPAIR, REMOVE,REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION AND DISTRIBUTION OF WATER, STORM SEWERS. SANITARY SEWERS AND ELECTRICITY, WITHIN THE AREAS SHOWN ON THE PLAT AS PUBUC UTILITY d DRAIN6,GE EASEMENT,TOGETHER WITH A RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH CITY ENGINE USES AND PURPOSES THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN CITY COUNCIL 1 _RTIFICATE SET FORTH AND THE RIGHT TO CUT,TRIM,OR REMOVE ANY TREES,SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED AS-PUBLIC STATE OF ILLINOIS ) UTILITY AND DRAINAGE EASEMENT"WHICH INTERFERE WITH THE CONSTRUCTION,INSTALLATION,RECONSTRUCTION.REPAIR REMOVAL, )SS REPLACEMENT,MAINTENANCE AND OPERATION OF THEIR UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES COUNTY OF KENDALL) APPURTENANT THERETO, NO PERMANENT BUILDINGS,STRUCTURES,OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN, UPON,OR OVER ANY AREAS DESIGNATED AS R)BLIC UTILTY d DRAINAGE EASEMENT",BUT SUCH AREAS MAY BE USED FOR GARDENS, SHRUBS,TREES, APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE LANDSCAPING,DRIVEWAYS,AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED. UNITED CITY OF YORKVILLE, ILLINOIS, THIS DAY OF JULY THE OCCI I='"'^': ' !SE OF THE NONEXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR THE ABOVE NAMED ENTITIES BY SHALL BE DOHS IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE THE OCCUPATION AND USE b, OT HER ENTITIES FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED.THE CROSSING AND RECROSSING OF SAID MAYOP EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE " Ql K>4 A MANE.: SO AS t--)T TO INT=F r1A WF'-..DAMAGE,OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND FA' .:ZTENANT THERE', EXISTIi ;HIN THE EASEMENTS BEING SURVEYOR'S CERTIFICATE KENDALL COUNTY HIGHWAY ENGINEER'S CERTIFICATE CROSSED OR RECROSSED NO USE OR OCCUPATION' _c sLAIENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE AVIV CHANGE IN STATE OF ILLINOIS ) GRADE OR IMPAIR OR CHAR';F- .E PATTERNS. STATE OF ILLINOIS ) ) S.S. S.S. _RFr RMEO BY THE UNITED CITY OF YGiW iLi,E it*THE EXERCISE !r w'c_MEN7 RIGHTS HLFEIN COUNTY OF DUPAGF ) COUNTY OF KENDALL ) -.QTY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION,INOxUDM/G BUT NOT LIMTED TO,THE �` :-RATION,REPAIR OR REPLACEMENT OF PAVEMENT.CURB.GUTTERRS.TREES,LAWN OR SHRUBBERY,PROVIDED. HOWEVER THAT SAID _ THIS IS TO CERTIFY THAT WE, MIDWEST TECHNICAL CONSULTANTS, INC., PROFESSIONAL DESIGN FIRM-LAND ACCEPTED AND APPROVED THIS � _ DAY OF c«l, 2006. CITY SHALL BE OBLIGATED. FOLLOWING SUCH MAINTENANCE WORK,TO BADIRU ANC-?OUND ALL TRENCH CREATED SO AS TO RETAIN - SURVEYING CORPORATION NO. 184-002917, HAVE SURVEYED, SUBDIVIDED AND PLATTED THE FOLLOWING . SUITABLE DRAINAGE,TO COLD PATCH ANY ASPHALT OR CONCRETE St_"4L_7 RREr.YJVE ALL EXCESS DE`,';S AND SPOIL.AND TO LEAVE - DESCRIBED PROPERTY: THE MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMM".L _-ONDITNJN. K COUNTY HIGHWAY DEPARTMENT THAT PART OF THE SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11 STC _ZMENT PROVISIONS AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD ."MEN: I� ."EREBY RESERVED FOR wr_ .-RANTED TO THE UNITED CITY OF YORKVILLE AND TO ITS SUCCESSORS AND ASSIGNS,OVER PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: CITY PLAN COMMISSION CERTIFICATE r.. OF THE AREAS MARKED STORMWATER MANAGEMENT EASEMENT(ebbrevlated S.M.E.)ON THE PUT FOR THE PERPETUAL RIGHT. STATE OF I W NOIS ) - PP.:VILEGE,AND AUTHORITY TO SURVEY.CONSTRUCT. RECONSTRUCT,REPAIR,INI N AND OPERATE STORM SEWERS AND THE BEGINNING AT AN IRON PIPE FOUND AT THE SOUTHEAST CORNER OF SAID SECTION 2; THENCE NORTH 88 )SS STORMW'ATER MANAGEMENT AREA,TOGETHER WITH ANY AND ALL NECESSARY MANHIOLES, _m BASINS, SANITARY SEWERS.WATER DEGREES 22 MINUTES 30 SECONDS EAST ALONG THE NORTH LINE OF SAID SECTION 12, A DISTANCE OF 66.34 COUNTY OF KENDALL) MAINS, ELECTRIC AND COMMUNICATION CABLES,CONNECTIONS.DITCHES,SWALES,AND OTHER STRUCTURES AND APPURTENANCES AS - - FEET TO THE NORTHWEST CORNER OF LOT 21 IN BLACKBERRY KNOLL PHASE II, BEING A SUBDIVISION OF PART - MAY BE DEEMED NECESSARY BY SAID CITY,OVER, UPON,ALONG. UNOP r ND THROUGH SAID INDICATED EASEMENT,TOGETHER WITH THE - OF SAID SECTION 12, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 24, 2003, AS DOCUMENT NUMBER APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY'`%- :PMENT TO DO ANY OF THE ABOVE WORK,THE RIGHT IS ALSO ^� /, GRANTED TO CUT DOWN,TRIM OR REMOVE ANY TREES, SHE .. -;t,:R PLANTS ON THE EASSEMENT THAT INTERFERE WITH THE 200300038568; THENCE SOUTH 04 DEGREES 41 MINUTES 09 SECONDS EAST ALONG THE WESTERLY LINE OF UNITED CITY OF YORKVILLE, ILLINOIS, THIS 0SAY OF_ �E 20016; OPERATION OF SEWERS OR OTHER UTILITIES.NO PERMANENT BUILDINGS SHALL BE PLACED ON SAID EASEMENT. NO CHANGE TO THE SAID BLACKBERRY KNOLL PHASE 11 AND ALONG THE WESTERLY LINE OF BLACKBERRY KNOLL PHASE III, BEING A TOPOGRAPHY OR ' =a ,• R MAC AGEMENT STRUCTURES WITHIN THE EASEMENT AREA SHALL BE MADE WITHOUT EXPRESS WRITTEN SUBDIVISION OF PART OF SAID SECTION 12, ACCORDING TO THE PLAT THEREOF RECORDED SEPTEMBER 24, w CON- - _H.•,.4EER,BUT SAME MAY BE USED FOR PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID 2004, AS DOCUMENT NUMBER 200400026709 A DISTANCE OF 2,654.13 FEET TO THE SOUTHWEST CORNER OF US. SAID BLACKBERRY KNOLL PHASE III, SAID PUNT BEING ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 12; THENCE SOUTH 88 DEGREES 22 MINUTES 59 SECONDS WEST ALONG SAID SOUTH LINE OF THE CHAIRMAN HE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE MRINTENA•A'E OF THE S"DRMWATER MANAGEMENT AREA AND -- -. _ NORTHWEST QUARTER OF SECTION 12 A DISTANCE OF 236.28 FEET TO AN IRON PIPE FOUND AT THE - :PPURTENANCES. THE UNITED CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY PROCEDURES AS DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED CITY OF YO F"I I E SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF SECTION 12; THENCE NORTH 01 DEGREE 00 MINUTES 27 _ CITY ADMINISTRATOR'S CERTIFICATE SECONDS WEST 31.62 FEET; THENCE NORTH 68 DEGREES 19 MINUTES 53 SECONDS WEST 485.63 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 25.00 FEET, STATE OF ILLINOIS ) - .- PEDESTRIAN AND ^` " " .:ASEMENTPROVISIONS - - - SHAVING A CHORD BEARING OF NORTH 34 DEGREES 15 MINUTES 24 SECONDS EAST, A DISTANCE OF 12.47 FEET; )SS THE UNITED CITY _:SORB,LICENSEES AND ASSIGNS.ARE HEREBY GIVEN EASEMENT RIGHTS OVERALL AREAS ON - THENCE SOUTH 48 DEGREES 33 MINUTES 46 SECONDS WEST 125.00 FEET; THENCE NORTH 41 DEGREES 26 COUNTY OF KENDALL) THE PUT!`' _iR,AN EASEMENT".BIKE TRAIL EASEMENT,-PEDESTRIAN ANC BIKE TRAIL EASEMENT",'BLANKET PUBLIC UTILITY MINUTES 14 SECONDS WEST 92.30 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG THE ARC APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE ANC - ,SEMENT"OR"STORMTWATER MANAGEMENT EASEMENT•,TO CONSTRUCT, INSTALL.RECONSTRUCT,REPAIR REMOVE, OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A' RADIUS OF 350.00 FEET, HAVING A CHORD BEARING OF R'. ._�PECT,MAINTAIN AND OPERATE PEDESTRIAN AND BICYCLE TRAILS, PAVED OR UNPAVED,FOR THE USE AND ENJOYMENT OF THE _ NORTH 34 DEGREES 44 MINUTES 43 SECONDS WEST, A DISTANCE OF 81.76 FEET TO A POINT OF TANGENCY; UNITED OF ORKVI ILLINOIS,S, THIS _DAY OF _ RAL PUBLIC.THE ABOVE NAMED ENTITIES ARE HEREBY GRANTEE)THE FIGHT TO ENTER UPON EASEMENTS HEREIN DESCRIBED FOR iE USES HEREIN SET FORTH AND THE RIGHT TO CUT,TRIM.OR REMOVE ANY TREES, SHRUBS OR OTHER PUNTS WITHIN THE EASEMENT THENCE NORTH 28 DEGREES 03 MINUTES 12 SECONDS WEST 188.75 FEET; THENCE NORTH 61 DEGREES 56 AREAS HEREIN GRANTED WHICH INTERFERE WITH THE CONSTRUCTION,INSTALLATION.RECONSTRUCTION,REPAIR,REMOVAL, MINUTES 48 SECONDS EAST 10.20 FEET; THENCE NORTH 28 DEGREES 03 MINUTES 12 SECONDS WEST 73.98 REPLACEMENT, INSPECTION. MAINTE '�•v - DPERATION THEREOF.NO TEMPORARY OR PERMANENT BUILDINGS,STRUCTURES OR FEET; THENCE NORTH 10 DEGREES 53 MINUTES 05 SECONDS WEST 50.60 FEET; THENCE NORTH 01 DEGREE 07 CITY AD TRAITOR OBSTRUCTIONS SHALL BE PLACED ON ,AID EASEMENTS THAT INTERFERE WITH THE RIGHTS HEREIN GRANTED MINUTES 13 SECONDS WEST 60.00 FEET; THENCE NORTH 88 DEGREES 52 MINUTES 47 SECONDS EAST 26.00 FEET; THENCE NORTH 01 DEGREE 07 MINUTES 13 SECONDS WEST 120.00 FEET; THENCE SOUTH 88 DEGREES 52 MINUTES 47 SECONDS WEST 41.00 FEET; THENCE NORTH 01 DEGREE 07 MINUTES 13 SECONDS WEST 95.00 LANDSCAPE r"' n FER EASEMENT PROVISIONS FEET; THENCE SOUTH 88 DEGREES 52 MINUTES 47 SECONDS WEST 60.00 FEET; THENCE NORTH 01 DEGREE 07 KENDALL COUNTY RIGHT TO FARM STATEMENT TH- I 0- tKVILLE ITS SUCCESSORS LICENSEES AND ASSIGNS,ARE HEREBY GIVEN EASEMENT RIGHTS OVER ALL AREAS ON MINUTES 13 SECONDS WEST 36.00 FEET; THENCE SOUTH 88 DEGREES 52 MINUTES 47 SECONDS WEST 98.08 NOTICE: :ED'LANDSCAPE SUFFER EASEMENT TO INSTALL.PL ANT,MAINTAIN, INSPECT,REMOVE AND REPLACE TREES,SHRUBS, FEET; THENCE NORTH 01 DEGREE DO MINUTES 54 SECONDS WEST 164.53 FEET; THENCE SOUTH 88 DEGREES 59 KENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND RESPECTS -SHIES, GRASS. PLANTS,GROUNDCOVERS AND OTHER FORMS OF - 3ETATION AND LANDSCAPING FEATURES NO TEMPORARY OR _ MINUTES 06 SECONDS WEST 31.00 FEET; THENCE NORTH 01 DEGREE DO MINUTES 54 SECONDS WEST 60.00 THE ROLE THAT FARMING CONTINUES TO PLAY IN SHAPING THE ECONOMIC PERMANENT BUILDINGS,STRUCTURES OR OBSTRUCTIONS SHALL BE H..ACED ON OR OVER SAID EASEMENTS NOR SHALL ANY SUCH FEET; THENCE SOUTH 88 DEGREES 59 MINUTES 06 SECONDS WEST 100.00 FEET; THENCE NORTH Ot DEGREE 00 VIABILITY OF THE COUNTY. PROPERTY THAT SUPPORTS THIS INDUSTRY IS VEGETATION BE REMOVED, (EXCEPT TO REPLACE DEAD OR DISEASED VEGETATION WITH LIKE VEGETATION), WITHOUT THE WRITTEN AUTHORITY of THE UNITED CITY OF KvIL LE MINUTES 54 SECONDS WEST 41.00 FEET; THENCE NORTH 88 DEGREES 59 MINUTES 06 SECONDS EAST 38-65 INDICATED BY A ZONING INDICATOR - A-1 AG SPECIAL USE. ANYONE FEET; THENCE NORTH 01 DEGREE DO MINUTES 54 SECONDS WEST 41.00 FEET; THENCE NORTH 88 DEGREES 59 CONSTRUCTING A RESIDENCE OR FACILITY NEAR THIS ZONING SHOULD BE AWARE THE OWNER OF THE Fw -TALL BE PERPETUALLY RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE LANDSCAPE BUFFER THAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN OCCASIONAL SMELLS. MINUTES 06 SECONDS EAST 100.00 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 60.00 DUST, SIGHTS, NOISE, AND UNIQUE HOURS OF OPERATION THAT ARE N T TYPICAL EASEMEI` 4 TENANCES FEET; THENCE NORTH 88 DEGREES 59 MINUTES 06 SECONDS EAST 31.00 FEET; THENCE NORTH 01 DEGREE 00 IN OTHER ZONING AREAS. MINUTES 54 SECONDS WEST 120.00 FEET; THENCE SOUTH 88 DEGREES 59 MINUTES 06 SECONDS WEST 36.00 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 60.00 FEET; THENCE NORTH 36 DEGREES 29 MINUTES 28 SECONDS EAST 28.73 FEET; THENCE NORTH 55 DEGREES 25 MINUTES 31 SECONDS EAST 120.00 FEET; THENCE NORTH 34 DEGREES 34 MINUTES 29 SECONDS WEST 36.00 FEET; THENCE NORTH 55 DEGREES 25 MINUTES 31 SECONDS EAST 60.00 FEET; THENCE NORTH 34 DEGREES 34 MINUTES 29 SECONDS WEST 95.00 MORTr=" ItfWiUATL FEET; THENCE NORTH 55 DEGREES 25 MINUTES 31 SECONDS EAST 41.00 FEET; THENCE NORTH 34 DEGREES 34 _ ) MINUTES 29 SECONDS WEST 120.00 FEET; THENCE SOUTH 55 DEGREES 25 MINUTES 31 SECONDS WEST 26.00 CO SS FEET; THENCE NORTH 34 DEGREES 34 MINUTES 29 SECONDS WEST 70.22 FEET; THENCE NORTH 26 DEGREES 02 wJNTY OF �--�7p MINUTES 52 SECONDS WEST 66.00 FEET; THENCE NORTH 63 DEGREES 57 MINUTES 08 SECONDS EAST 25.99 HOLDER OF A MORTGAGE ON THE PROPERTY DESCRIBED HEREIN, FEET; THENCE NORTH 26 DEGREES 02 MINUTES 52 SECONDS WEST 283.50 FEET; THENCE SOUTH 63 DEGREES HEREBY CONSENTS TO THE EXECUTION AND RECORDING OF THE ABOVE AND FOREGOING PLAT OF SUBDIVISION AND 57 MINUTES 08 SECONDS WEST 807.42 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 66.22 HEREBY SUBMITS ITS MORTGAGE RECORDED AS DOCUMENT NUMBER FEET TO THE CENTERLINE OF GALENA ROAD (FORMERLY CANNONBALL TRAIL); THENCE NORTH 63 DEGREES 57 IN THE PROVISIONS THEREOF. THE OFFICE OF THE RECORDER OF DEEDS, __ COUNTY, IWNOIS, TO ALL OF MINUTES 08 SECONDS EAST ALONG SAID CENTERUNE 888.94 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE CENTERLINE OF SAID GALENA ROAD, BEING ALONG THE ARC OF A CURVE CONCAVE IN WITNESS WHEREOF, THE SAID HAS CA D THIS INSTRUMENT TO BE TO THE NORTHWEST, HAVING A RADIUS OF 2,291.84 FEET, HAVING A CHORD BEARING OF NORTH 57 DEGREES SIGNED BY ITS DULY AUTHORIZED OFF1C RS ON ITS BEHALF AT S 44 MINUTES 39 SECONDS EAST, A DISTANCE OF 496.65 FEET TO A POINT OF TANGENCY; THENCE NORTH 51 THIS Y OF 20 DEGREES 32 MINUTES 10 SECONDS EAST ALONG SAID CENTERLINE 696.72 FEET TO A SPIKE FOUND; THENCE 1 SOUTF 01 DEGREE 10 MINUTES 35 SECONDS EAST 289.88 FEE- TO THE PLACE OF BEGINNING; IN THE UNITED LASALLE BANK. NATIONAL ASSOCIATION CITY Or YORKVILLE, KENDALL COUNTY, ILLINOIS. BANK NAME JOHN ARNOLD, FIRST VICE - PRESIDENT 135 SOUTH IASALLF ST. WE FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY IS LOCATED WITHIN A SPECIAL PRINTED NAME AND TITLE SUITE 1225 FLOOD HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGEH CY BASED ON FIRM CHICAGO. IL. 60603 170341-0020C, DATED, JULY 19, 1982. ALL OF THE PROPERTY IS LOCATED IN ZONE AREAS OF MINIMAL BANK ADDRESS FLOODING. n ATTEST: �`��__ __ __ WE FURTHER CERTIFY THAT WE HAVE SET ALL SUBDIVISION MONUMEK-S AND DESC' 3ED THEM ON THIS FINAL PLAT AS REQUIRED BY THE PEA- ACT (765 JLCS 205/1). /'1r�I,.�1 OIi1.. A�SIIr•.f {/,•� //t�,�wr PRINTED NAME AND TITLE WE FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE PLAT HEREON DRAWN IS SI'UATED WITHIN THE CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE, ILLINOIS, WHICH IS EXERCISING -HE SPECIAL POWERS AUTHORIZED BY DIVISION 12 OF ARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE AS AM= 1JED. NOTARY C T ICATE STA-E OF _ ) WE FURTHER CERTIFY THAT THIS PLAT AND SUBDIVISION MEET'S THE CL.RRENT REOUIRC''ENTS OF A BOUNDARY SS COU!JT1' OF ) SURVEY AS DEFIIJED BY STATUTE. GIVEN UNDER OUR HAND AND SEAL AT NAPERVILLE, ILLINOIS, THIS 3-T�'. DAY OF A_ - -. A.D., 2006. I, A NOTARYyy/UB D FOR THE COUNTY AND ST F ES EREBY CERTIFY THAI�y / fNO. OO AND P 311 LY KJJ 0 ME TO BE THE SF 6 8/30/06 ADD "NEA" IN LOT 3034, PER REVIEW, CLIENT TL PRESI N T AND SECRETARY OF AS SHOWN ABOVE. APPEARED BEFORE ME )F THIS DAY AND ACKNOWLEDGED THAT AS S,CTOFFlCERS, T-' .-Y I ED AND DELIVERED THE SAID INSTRUMENT AND S 5 6/20/06 PER REVIEW, CLIENT JB CAUSED THE CORPORATE SEAL TO BE AFF ?:iC THERETO A` THE-R FREE AND VOLUNTARY ACT AND AS THE FREE AND OVAL 4 3/14/06 PER REVIEW JB VOLUNTARY ACT OF SAID CORPORATION, FJF THE USES//AAnN-- PURPOSES EREIN SET FORTH. EYOR 3 1/6/06 ADD LEGAL DESCRIPTION MEK GIVEN NDER MY HAND AND TARIAL SE ,_ THIS �L DAY OF 20IZ� ,z71b W _ _ , 2 11/7/05 REVISE PER CLIENT'S REVIEW MEK RUSSELL W. OLSEN, P.L.S. N 2718 `�� 1 10/19/05 ADD STREET NAMES MEK OT .i PU IC p ,;, �u VICE PRESIDENT 10/7/05 ISSUED MEK GE rN AAKERS LICENSE EXPIRES 11/3c/O6 r� STATE NO. DATE DESC RIPTION BY MOTARr > AhOFLLM01S 1R` GOMa�:'7 EXPIiES(16/U1NOy • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN PREPARED FOR: HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE 2� �\ POLICY AND LOCAL ORDINANCES. CONSULTANTS,INC. PASOLANEW THE COLONIES LLC PERVILLE tAMS't)RVHYORS BRUCE A. BRUCKELMEYER, P.L.S. / 2456 • COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY I rIIFnaxt PRESIDENT 1630150"101 LICENSE EXPIRES 11/30/06 DIFFERENCE AT ONCE. I ,,,�� IHIIOC'l:MREPOINT(IlOC1.E wtl NO.: 265-146 PASO DRAWN BY. MEK 1 ,63e,Sa-o, F N,APEk,aLE,ILLNM W%3 .•_ - SHEET 5 OF 5 ',;