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Resolution 2004-09 oversize plat (unit 1)
J.1W6 0SMDIVIMONS,SR-UNT1.ewp,07? 2W40M36 AM Mey P.I.N.: 02-14-352-001 FINAL PLAT P.I.N.: 02-23-126-001 BASIS OF E BEARING ERLtNE RESERVE ASSUMED THE CENRERLM�IE OF BRISTOL RIDGE ROAD TO BE: UNIT 1 38040100„ BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTION 23 AND PART OF THE SOUTH HALF OF SECTION 14, TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,ALL IN tEENIDALL COUNTY, ILLINOIS. 200400020975 Filed for Record in KENDALL COUNTY, ILLINOIS PAUL ANDERSON Pm- PLAT FOSUBAt 01:62. 00 S 89'48'54" E 67.28' S 11'01'27" E 76.45' " 1 A=39.54' R=967.00' N 11'01 27 W� •r 89.53' P.C. CB=S 12'11'44' E SCALE: 1" = 100' P P.T. o- 0 P.T. A=42.24' R=1033.00' P.C. C) \ , , O Ln r A=37.57 R=25.00 loo 5o c 100 CB=N 12'11 44 W I G LA z r N CB=S 56'24'55" E SITE MAP A=tfi2.72' R=335.00' tJ � Ohs A=39.27' R=25.00' n?o CB=S 85 32 54 E L�IrCG1Oo CB=N 31'38'00" E o, Z rn SUBDIVISION LIMITS N 76038'00"yE fl A=1132.97' Ry MUM"----- SECTION LINE 105.00' .T. P. �T_ CB=S 86 W " E -- QUARTER SECTION LINE R C. S 7� -- QUARTER.OUARTER SECTION LINE .C. S 1 V LJ'VlJ E --- EXISTING R.O.W. LINE SET CONCRETE -- - - MONUMENT { G�NDE 333,4T. 97.19, � P.U. & D.E. HEREBY GRANTED SECTION CORNER - - - - - - Z - - - 51- - - - - - - - - - - - "'YYIYI-cS"' P.C. LA tp 50 > " NO POINT FOUND IN FEW 1 6 QUARTER SECTION CORNER N� �, S 17'23 25 E Y z 12.13 (�^ ) MEASURED DISTANCE 49 52 1 j iN 35. (rte•) RECORD DISTANCE $9 o `�I r� N C.It 3 P.C. POINT OF CURVATURE , +*1�sN- P.T. POINT OF TANGENCY N� R. RADIUS 2 I N 13`54'58" W � �� A. ARC LENGTH OF CURVE / 97.47' 48 A o (\\ CB. CHORD BEARING 88 P.R.C. POINT OF REVERSE CURVATURE 47 P.C.C. POINT OF COMPOUND CURVATURE N 02-50'52 69".2 W 54 3 � P.O.B. PLACE OF BEGINNING 4` P.Q.C. PLACE OF COMMENCEMENT 87 P.U. & D.E. PUBLIC UTILITY & DRAINAGE EASEMENT N 05'37'4. .84'2" E 4 B.S.L. BUILD04G SMACK LINE 83 N.E.A. NON-EASEMENT AREA 55 � IO SET CONCRETE MONUMENT ' 86 9®0. �J O SET IRON PIPE N 09011'36" E I.t,I 5 FOUND IRON PIPE J 68.95 6 � D •b L 1J:Q LINE TABLE NO. �{ 20'55'15" E t v n 0 45 85 ~ s 3ozla'4S. E 2 �/ C ROL CURVE TABLE NO. /`4:1 Q Q � 48.31' L ] 72.87' ®\1 N 26'05 51 E 57 $U > " � S 20'24'38' E� 75.09' 84 �'{ 570 N 33035'47" E 43 �^ J� 113.22' 58 83 S 2112. 23 as' w N 62619'1 r E 10 �S 26'49'49' W \ 73.16' _ 42 9 52.67 P.T. Y 82 s 61.52 Z 60 11 35 82if01' w za.as46'24' W 41 a� .0�°mss / 40 81 PAVERIENT AT SEC 1E CORNER 3g J ti S cS 61 y DOC. No. 9302511, MONUMENT 12 2j I ED FOR k1� 80 CENTER.NE OF BRISTOL RIDGE RD. !� 38 -- f --------- N - --- ------ S 14'43'18' IN - - N 72.20' CIV 1 4 57 37 � V C 62 79 �� 13 s 63 / FOUND 3/4' / i 36 �, (1' O.D.) IRON PIPE Z 78 14 3000 /' 's / 30.23' f4 10.90ACRESt // yy/// (MEAS.) � z 15 65 m 16 PLAT BOOK 9, PAGE 54 30.59' Z /' R.O.W. FOR F.A.S. 66 (MEAS.)S. ROUTE 278, SEC. 260-MFi. 34 17 �S 05'06'35" W /' FOUND 1/2" (3/4. O.D.) (S.A. ROUTE 20) 76 58.45' / / IRON PPE s , 6 35.03' 75 18 0 / ��a° 30.11' (MEAS- O^ F /' yP��p FOUND) 1,{I2 (3/4' O.D.) FOUND 1" (1 1/2' O.D. p. , 68 V IRON PIPE IN CONC. y � 32 ��� 74 19 69 / Pte/ 001 34.98 ( ��iGf MEAS. o 'L - FOUND 1 1/2- s 31 73 ° y 70 20 (z' O-D.) Itcxa PPE ' � SET CONCRETE/ :y`1 FFOUND1/2' (3/4' OA.) 30 72 MONUMENT / f�F9 ?y 71 Q� ,G�� `� '0 21 ��c9 �9 p,. 35.02' r1�Q 14 28 / EoJ� (MEAS.) B QPF�D // �` C3 °9 NOTE LOT 3000 SHALL HAVE NO DIRECT VEHICULAR tiff 23 ACCESS TO U.S. ROUTE 34. AFC ��y 3 J 27 THIS tAIIT CORRESPONDS TO NEIf,HBORHDOD 12 s�0 fi ( ' X� 24 moo,°��°� // h© AS SHOWN IN THE ANNEXATION AGREEMENT. do /`� 2 4 25 ZONING OF LOTS 1 THROUGH 90 SHOWN L �? `' ( ) HEREON IS 'R-2 P.U.D. " FOUND 1/2' (3/4" O.D.) N 8130. �2''�`/�/ // PPE 10• W 186.7W �•O 1 (MEAS.) �� NON-EASEMENT C' 5AREA a\ HERETOFORE DEDICATED (£>;'G1 113 / � ti / DOC. No. 902269 0` ; // b4 o�,/ / RECORDED 4/1/90 \.� WARRANTY NOTES:NOTES: 44.20' AS RECORDED No/2�5 1. SfT 3/4" ION PIPE (1-1/4" O.D.) WITH PLASTIC CAP ti AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ON SHEET ONE. 1/2" (3/4' O.D.) ti }j�oL6 / ��'// RON PPE �/ 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO SHEET ONE AND FOR INDIVIDUAL LOT DIMENSIONS, EASEMENTS AND , / SETBACK LINES REFER TO SHEETS 2 AND 3. p�QF. P.0-B. 3. A 'PUBLIC UTILITY AND DRAINAGE EASEMENT" IS HEREBY SET MAGNETIC NAIL GRANTED OVER ALL PORTIONS OF LOT 3000, EXCEPT NT G9ITI32lINE-CEN WHERE SHOWN AS 'NON-EASEMENT AREA". 10 7/22/04 ADD NON-EASEMENT AREA MEK FO Z^ / `��FP, FOUND 3/4" (1' O.D.) VIEW; ESMT LABEL LOT 21 MEK L RON PPE 4. LOTS 1, 50, 51 AND R MALL HAVE NO DIRECT 9 5/3/04 PER 4/15/04 REVIEW; VEHICULAR ACCESS TO GRANDE TRAIL 8 4/2/04 REV. ESMT PER VILLAGE & ENGINEER MEK !1� 5. LOT 3000 SHALL BE CONVEYED TO THE GRANDE p 4 RESERVE HOMEOWNERS ASSOCIATION. 7 3/17/04 REVISE R.O.W. �BRISTCL RIDGE RD. & MEK RTE. 34; PER REVIEW & CLIENT 6 1/27/04 REVISE OUTLOT NUMBERS MEK �GQ' , F�` 6. A 'STORMWATER MANAGEMENT EASEMENT" IS HEREBY �O moo' Q ° � ¢c'' GRANTED OVER ALL OF LOT 3000, EXCEPT WHERE SHOWN 5 1/15/04 REV. ESMT PROVISIONS & ST. NAMES MEK yd oo° O\GpF��7 � 1 AS 'NON-EASEMENT AREA". 4 12/23/03 REVISED PER E.E.I. REVIEW MEK 3 11/10/03 REVISED EASEMENTS MEK �000c 2 11/6/03 ADD FUTURE ROW EASEMENT MEK 1 10/27/03 REVISED EASEMENTS PER CLIENT MEK 2 TOTAL AREA HEREBY SUBDIVIDED 10/6/03 ISSUED MEK TOTAL 52.1910 ACRES±- 2,273,438 SO. FT.± N0. DATE DESCRIPTION BY AREA IN LOTS 1 THROUGH 90 26.3481 ACRES* 1 ,147,724 SO. FT.± LOT 3000 10.8359 ACRES± 472,012 SO. FT.± RIGHT-F-WAY NOTES TE{HNICA PREPARED FOR: 15.0070 ACRES± 653,702 S0. FT.± I • FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN CONSULTANTS, INC. MPI-2 YORKVILLE CENTRAL LLC HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE LAND SURVEYORS ' ' TELEPHONE wv".mid,.tech.eom POLICY AND LOCAL ORDINANCES. 630) 505-0101 1832 CENTRE POINT DR VE ' COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY I ACSM50 SUITE 106 toe No... 265-140 DRAWN BY: MEK I I DIFFERENCE AT ONCE. I � ±630) 505-0318 NAPERVILLE, ILLWOLS 60563 IIII I SHEET 1 OF 4 J-26514MSUSDMSION )GR UNTI,d y,0722200409.dfw AµMsy BASIS OF BEARING ASSUMED THE CENTERLINE OF BRISTOL RIDGE ROAD J TO BE: N 38°40'00" W LINE TABLE LINE BEARMIG DISTANCE L27 S 83UY14- E 30.65 L28 S 3837'07 E 4.21 L29 N 18'22'02' E 17.72 50 N 51'22'53' E 79.73 L31 S 77'46'22` E 13.73 L32 N 77'4622' W 2284 L33 S 512753' W 75.48 L34 S 5216'5r IN 31.82 L35 S 5216'5r W 20-M L36 S 0312'59' E 20.00 L37 S 5216'57* W 1185 L38 S 38'40'00' E 10.77 S 5250'05 E 61 21.76 L40 N 5122'53' E 4.73 L41 N 12'34.23' E 3.61 L42 N 10'3515' W 31108 L43 S 121SW" W 88.45 L44 S 31'56,36* W 35.84 L45 S 22W40' W 4183 L46 S 33'01.56' W 41.56 L47 S 20'41'58' W 40.07 L48 S 322535' IN 2178 L49 N 1213'38' E 8.45 L50 S 0.35V33' E 27.43 L51 5 0836'36' W 4.54 L52 S 17'53'41" w 24.95 L53 N 1035'15' w 3256 L54 I S 0051'34' W 24.16 L55 I S 1826'14' f 36.22 L56 S 4532'58' W 26.38 L57 N 5216'57' E 28.71 L58 S W3707* E 7.71 L59 S 7636'00' W 33.50 CURVE TABLE 200400020975 Filed for Record in KENDALL COUNTY, ILLINOIS PAUL ANDERSON 07-29-2004 At 01 :09 pp■. PLAT OF SUB 62.%7'.I S 8948'54' E 67.28' Z !s j 0 'l`' s A=42.24' R=1033.00' CB=N 12111'44" 1N WQG A=39.27 R=25.00' CB=N 31038'00" E N 7638'00' E 105.00' 0 7URVE ARC RADIUS CHORD BEARING C2 40.89 10110.00 N 1211'44" W C3 39.27 25.00 S 5872'00' E C4 94.88 433.00 S 2015'33" W C5 33.30 25.00 S 52'08'25' W 76 121.42 183.00 __S 711727* IN C7 39.27 25.00 N 0622.5.5 E ca. 9.72 78100 N 1213'03" E C9 39.43 25.00 N 57'0740' E do 21.76 25.00 S 5250'05 E 61 21.76 25.00 S 7717'21' W 62 35.51 25.00 N 371x.5'05' w C13 61.48 217.00 N 9228'17' w C14 44.82 25.00 N 57 '22` E C1.5 35.83 25.00 S 3W3442' E Ct6 104.04 28300 S 01)'0320 E C17 4122 25.00 N 79'05 39 W C76 41.83 25.00 N 34-33-4121- E C19 98.42 67.00 S 03 27'56' W C20 112.01 67.00 N 86'3331' W C21 117.00 N 871528` E C2 2 423 4232 25.00 S 4916'24' E 724 18.67 617.00 S 1229'59' E (:T5 30.30 617.00 S 25'07'46" W E6 23.37 433.00 S 2439'25- W C27 5.79 183.00 S 5311'19" W C28 36.69 133.00 S 4634'12" E C29 4.09 133.00 N 44'40'03' E C30 4.60 133.00 N 3737'40' W C31 35.12 683.00 S 11.5337" E C32 36.08 66100 S 25'01'23` IN C33 2213 367.00 S 24.48'32' IN C34 4254 667.00 M 49'33'15" E 7EE- 23.43 667.00 N 1334'45' E 7E36 40.12 717.00 N 10'58'23" E FINAL PLAT G RANDE RESERVE UNIT 1 BEING A SUBDIVISION OF PART OF THE NORTH HALF OF SECTION 23 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. S 11'01'27' E A=39.54' R=967.00' CB=S 12'11'44' E A=37.57' R=25.00' CB=S 56'24'55" E A=16272' R=335.00' CB=S 853254' E A=166. 16'�R� 00, 67 29'Ss• E A=132.97 R=265.00' 76=S84'34'irE '-`� E CB=S 86''29" E A=179.67 R_265.0°• \ -- _ 1 Tor 1'� ' s ,737* 2'D sus h3r5 /` 1 , � , 1 51 _. P.I.N.: 02-14-352-001 P.LN.: 02-23-126-001 SCALE: 1" = 60' 60 30 0 60 L,E G•E IU14] SUBDIVISION LIMITS z Z ! is1 � N 00 QUARTER SECTION LINE M , G m --- EXISTING R.O.W. LINE ---_ P.U. do D.E. HEREBY GRANTED A=37.57' R=25.00' CB=S 56'24'55" E A=16272' R=335.00' CB=S 853254' E A=166. 16'�R� 00, 67 29'Ss• E A=132.97 R=265.00' 76=S84'34'irE '-`� E CB=S 86''29" E A=179.67 R_265.0°• \ -- _ 1 Tor 1'� ' s ,737* 2'D sus h3r5 /` 1 , � , 1 51 _. P.I.N.: 02-14-352-001 P.LN.: 02-23-126-001 SCALE: 1" = 60' 60 30 0 60 L,E G•E IU14] 30 1° �1 6 s43sQ.Fr: 7p�/ o SC T 2 S 10'23'00' E . \ 50 r , _J s o W A=1so.s4 97.19' 1z�1SQ.FT3 , t0� z 1 , y,42� Ems..: 10'�° u°�. a G�k S ,7• A 300.00' CB=S 'x'27'E N N e L X129 49'- w_ {0 i `-t5 14,6��.FT3 I N� /c^ TO17r "F ( S %77.09' 0_43.45' _130--� - \ L't m \ 4 0S f• 10 \ ' 1 � o �\ 52 w 11210SQ.FT.t \ \ w- n �v N -7 A E_- 1> Hm w I 051 `1 �4 z 1& % ° I M10' JO t3 3 M r^ 11D•-i , 13A02SQ.FT3 /^ o Im N ,r 1.-{5 11,3565Q.FT.t �`J •�1 E i J 1'n o"' r!' 76'38 1 1 -N 8322'41' �A X130. - -122.06- v \ s c°r,in \� \ 53w 0 \ �� 1`� 792445 E, z 48 \ \ 10 11.4@2SQ.FT.t c,� N 125.73 cn y w ' 2 10 11 \ a. J r £ 1 11.04950.FTA \ \ \ 12,768SQ.FT.t ' \ `�_i m \ ^ 56' E ,` VV w \ 7'5 \ 45" N 13'54'58" W - r -- -- - _1'22119 - 1a es+SQ.FTf f1 ' 1�-PL 97.47 \` W.N 77'3752 E�- f 1 r ,a °' j ,0 o i C "141 42- cn 15'\ u _ X128 80' 1 1-10' • 'ro \ a __ _ _ 1 10'� \-W N 79'2445 E �� 10• 3 \ w 54 - - 125.50' _-- 1,w ' 11,426SQ.FT.t \ 47 I �° w1 12,093SQ-FT.3 $ 1'W m nn.r� t1,5868Q.FT.t i� I I a o Q N vG .7V. " w , �10� I II- -N 6630'29' E"I rI� m 1 87 '.t0 \ �' a �N 5•E 69.24 E_-__j Q r - 1 t,3t>ssn.Fr t �-�f s 6671'44 10-I I _124.65'- L,5'CYL w cn w I .n 3 w 1 10' ( 4 L N $2.36.26• E-_ o °,I 1 \ I 10'-j � w 55 1'4 t ,33.07._ P,1 3,357SQ.FT3 0 \ 16-1 11.3583Q.FT.t v CK I N 0537'42' E 11,764SQ.FT± O > 8384' to' E 1 an.1e' L_ 8219'13" L-i I i S 8575'45" E-J_J ° N 0911'36' E j 1' 4{-140.07'_ 68.95' ' a I 1-10, 11,406SQ.FT3 I %. W 310 o n � (7'D H N IT n 1 I bb I 1v- 7'D I- _ p p ° S ffi36'28`E_1 -3 °° I 11 S34SQ.FTC 1$ v> _ 13203'_ 1 I m m - -- o + v � ,s I o a/ 56 NIBT42'13' E b ...1 . ^ 1 130.12' _ 11,500SQ.FT.t p N o CD N 172.41' _-; -7 S Nu r . - �0 3�'CL �T,q�e�s, -o° m , n I I 14AMM FTC /l � `�04, \ ><°r 17'1 s <I ry '19• 12.121SQ.FT.t S 1723'25" E 12.13' CPN. 0 \ .00. n kP y�� '�• �tSt. n < J F 9 s . _ u7' ,•�'fO �5 W%� i. ° X63. 90 11 \ s�4 N 20 55 15 E �S >5• l a7' S '03'37" 'n I.o^`e� 11.M7SQ.FT3 i� CJ I / \/'� i �1 V` tS�" `1'o 7287' �? _ l sow N C 1 E_-�_ aW� 1m o � s, 'z5°O • w'S \ o ot / 73g E2' `�!\J ¢ / ,0 35.55'- J 7 L I¢ C32' ` C1 t h70' -1 S 7334'43" I ¢ BURR 4 Is 6 \\ ! so 1 44 �� / / / I 57 / /� 13329_E_ -' _ s >7•4622' C V x101 11 N 26'05'51` E L b 11 R76SQ.FT.t m' ! �/ 11 586SQ.FT t / / p w `l I� 74319'E _ I to•-� 3 �o gip- des / LiRi , HEREBY 7 75.09 //��\\87s3 ti/ /fir / S X33°'`\ ° 1p•`/ ° / 11.099SQ.FT3 / /�' P Cr9 1 C7° °MCA7E0 c`l' L I fl a. 7q0 9 F 7 /� r 7 51'E�1 I �7s' 12.691SQ.FTC 43 \\-\ ��'�\ S »7537 /°° -j �b' 4 / / s ,1.o12sa FTa 7 Q / r�133Ba', - 4V \ h /Vry 58 lo-'l L ASS. 45' \\ J .'tK^• / /^ �S B� /)'O:�7/ ` 12,061SQ.FT.3 /4� %7s, /1 % n N / 10�� \ -•.°/ /r-�--- ,\ $ % 1 z112z3'45' w 77* / hj ry A/ �o qs• /\ s 7'm / m �\ \ �o .^j ti h/ p. F\ / V� \ 7 ;?9, / / 12,314SQ.FT3 n n r o i o/ / r \ �\ 73.303SQ.FT.t y A.7' �Aj• ,� \\ Y /`o / jq7 f / ,� ` o y/ /o Lv o /'� 1 3 �. S 26'49'49' W _ ^/ \ ^ 2 v r. \T\ �'10 h 1a233sQ FT.* ^� cs' 52.67' 11,435SQ.FT.t 9 \ \ + " \ 4 ,� w Q •" P/ 59 '� > < \,�'\zz° \_i/ / 2 ` I 1 ,s.s94fsQ.Fri N 62@1917 E �Y \ /�° ^./� 0 1's o h / ° /\ o �` L t2,589SQ.Ere sJ 73.16'�r/ 7 a / \\/ m \ s 82 7g \1 qo X70' /./ jq qg. 121110SQ.FT.t 70' Sg• _ _ 'o. 5� oti ry oa/ S F\ h h / / \\E 73 X1'3- 61.62' / s _ ^ /^ "l / T�3� 5 8211'01'100 �S 59'48'24' W a� 41 75J / moo• 14J91SQ.FT_t v/ °` S '/ o '7 24.09' .% �5 `T�-; m / aca � °�< 12,56M.FT.t ��� y /�ISf \\ \ // 11 t° / \ 7 \� / l-to' tzalasQ Fr-t y ° 3000 \ s 40 \ :� l q n \\ h,5 Q ( / 3 / \ >. 12,474sQ.Fr.t \ 1 `V/ h \ o /s` / / O 1 S ,o.so A7RESt �'o. R°Fp \ cr_ •^� 70' \ 1 \ r %0 12,413SQ.FTt /job \ s�7s• / ^h °/ T �j 39 11, 005 .F .t fit/ 5 \ o 12,013SQ.Fi3 \ / �i / 38 °. 150. 00' i I 7r3J Ms• 80 / � / 4 / /0. 1t81oSQ.Frt rOy // \ \ F\ �./ 16.75 434' 52 E L_ I _ SV / 12.0WS0.FT.t v h(/), 4� 11200SQ.FT.t C7.'I S 84O.'24' po/, 5 \ \ \ 1 f-r , °°. 00 . '-ti ti \ , , Er I I 15' 1 1 h 9' ys' 37 15fie j\ I W - 7F 10 SUBDIVISION LIMITS ----- SECTION LINE ---- QUARTER SECTION LINE --- QUARTER,QUARTER SEC11ON LINE --- EXISTING R.O.W. LINE ---_ P.U. do D.E. HEREBY GRANTED 7 SECTION CORNER 16 QUARTER SECTION CORNER <<^ -! MEASURED DISTANCE I��•% RECORD DISTANCE P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY R. RADIUS A. ARC LENGTH OF CURVE ca. CHORD BEARING P.R.C. POINT OF REVERSE CURVATURE P.C.C. POINT OF COMPOUND CURVATURE P.O.B. PLACE OF BEGINNING P.O.C. PLACE OF COMMENCEMENT P.U. do D.E. PUBLIC UTILITY & DRAINAGE EASEMENT B.S.L. BtRLDING SETBACK LINE N.EA. NON-EASEMENT AREA 13 SET CONCRETE MONUMENT O SET IRON PIPE • FOUL #RON PIPE L hj0_ LINE TABLE NO. C NO. CURVE TABLE NO. 30 1° �1 6 s43sQ.Fr: 7p�/ o SC T 2 S 10'23'00' E . \ 50 r , _J s o W A=1so.s4 97.19' 1z�1SQ.FT3 , t0� z 1 , y,42� Ems..: 10'�° u°�. a G�k S ,7• A 300.00' CB=S 'x'27'E N N e L X129 49'- w_ {0 i `-t5 14,6��.FT3 I N� /c^ TO17r "F ( S %77.09' 0_43.45' _130--� - \ L't m \ 4 0S f• 10 \ ' 1 � o �\ 52 w 11210SQ.FT.t \ \ w- n �v N -7 A E_- 1> Hm w I 051 `1 �4 z 1& % ° I M10' JO t3 3 M r^ 11D•-i , 13A02SQ.FT3 /^ o Im N ,r 1.-{5 11,3565Q.FT.t �`J •�1 E i J 1'n o"' r!' 76'38 1 1 -N 8322'41' �A X130. - -122.06- v \ s c°r,in \� \ 53w 0 \ �� 1`� 792445 E, z 48 \ \ 10 11.4@2SQ.FT.t c,� N 125.73 cn y w ' 2 10 11 \ a. J r £ 1 11.04950.FTA \ \ \ 12,768SQ.FT.t ' \ `�_i m \ ^ 56' E ,` VV w \ 7'5 \ 45" N 13'54'58" W - r -- -- - _1'22119 - 1a es+SQ.FTf f1 ' 1�-PL 97.47 \` W.N 77'3752 E�- f 1 r ,a °' j ,0 o i C "141 42- cn 15'\ u _ X128 80' 1 1-10' • 'ro \ a __ _ _ 1 10'� \-W N 79'2445 E �� 10• 3 \ w 54 - - 125.50' _-- 1,w ' 11,426SQ.FT.t \ 47 I �° w1 12,093SQ-FT.3 $ 1'W m nn.r� t1,5868Q.FT.t i� I I a o Q N vG .7V. " w , �10� I II- -N 6630'29' E"I rI� m 1 87 '.t0 \ �' a �N 5•E 69.24 E_-__j Q r - 1 t,3t>ssn.Fr t �-�f s 6671'44 10-I I _124.65'- L,5'CYL w cn w I .n 3 w 1 10' ( 4 L N $2.36.26• E-_ o °,I 1 \ I 10'-j � w 55 1'4 t ,33.07._ P,1 3,357SQ.FT3 0 \ 16-1 11.3583Q.FT.t v CK I N 0537'42' E 11,764SQ.FT± O > 8384' to' E 1 an.1e' L_ 8219'13" L-i I i S 8575'45" E-J_J ° N 0911'36' E j 1' 4{-140.07'_ 68.95' ' a I 1-10, 11,406SQ.FT3 I %. 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R°Fp \ cr_ •^� 70' \ 1 \ r %0 12,413SQ.FTt /job \ s�7s• / ^h °/ T �j 39 11, 005 .F .t fit/ 5 \ o 12,013SQ.Fi3 \ / �i / 38 °. 150. 00' i I 7r3J Ms• 80 / � / 4 / /0. 1t81oSQ.Frt rOy // \ \ F\ �./ 16.75 434' 52 E L_ I _ SV / 12.0WS0.FT.t v h(/), 4� 11200SQ.FT.t C7.'I S 84O.'24' po/, 5 \ \ \ 1 f-r , °°. 00 . '-ti ti \ , , Er I I 15' 1 1 h 9' ys' 37 15fie j\ I W - 7F 10 7/22/04 ADD NON-EASEMENT AREA MEK 9 5/3/04 PER 4/15/04 REVIEW; ESMT LABEL LOT 21 MEK 8 4/2/04 REV. ESMT PER VILLAGE & ENGINEER MEK 7 3/17/D4 REVISE R.O.W. ®BRISTOL RIDGE RD. & RTE. 34; PER REVIEW & CLIENT MEK 6 1/27/04 REVISE OUTLOT NUMBERS MEK 5 11/15/04 REV. ESMT PROVISIONS & ST. NAMES MEK 4 12/23/03 REVISED PER E.E.I. REVIEW MEK 3 11/10/03 REVISED EASEMENTS MEK 2 11/6/03 ADD FUTURE ROW EASEMENT MEK 1 10/27/03 REVISED EASEMENTS PER CLIENT MEK 10/6/03 ISSUED MEK NO. 1 DATE DESCRIPTION BY NQML FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE POLICY AND LOCAL ORDINANCES. COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY DIFFERENCE AT ONCE. SEE SHEET 3 OF 4 FOR CONTINUATION NOTES: 1. SET 3/4" IRON PIPE (1-1/4' O.D.) WITH PLASTIC CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ON SHEET ONE. 2. FOR OVERALL BOUNDARY DIMENSIONS REFER TO SHEET ONE AND FOR INDIVIDUAL LOT DIMENSIONS, EASEMENTS AND SETBACK LINES REFER TO SHEETS 2 AND 3. 3. A "PUBLIC UTILITY AND DRAINAGE EASEMENT" IS HEREBY GRANTED OVER ALL PORTIONS OF LOT 3000, EXCEPT WHERE SHOWN AS "NON-EASEMENT AREA'. 4. LOTS 1, 50, 51 AND 90 SHALL HAVE NO DIRECT VEHICULAR ACCESS TO GRANDE TRAIL. 5. LOT 3000 SHALL BE CONVEYED TO THE GRANDE RESERVE HOMEOWNERS ASSOCIATION. 6. A "STORMWATER MANAGEMENT EASEMENT" IS HEREBY GRANTED OVER ALL OF LOT 3000, EXCEPT WHERE SHOWN AS "NON-EASEMENT AREA MIDWEST TECHNICAL I PREPARED FOR: CONSULTANTS, INC. 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