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Land Title Survey371. e46 vv S M Nagy 59-aOyFOIRD RONyPIPE hp b �-,\� V1 30 F 1 SIDE YARD ZONING SETBACK LINE ' i WOOD RETAINING WALL R -S880 314911E 186.12 10 FT EASEMENT FOR PUBLIC UTILITIES _�� /'-29 n 168.50 FENCE o.YNORTH M -S'88° 513711E 186.15 PER DOCUMENT R73-20784 541E °, 188••38 o6F0UND IRON PPE99a 06,^L � 00hpb FOUND 6RON WE oAPPfOF APPROXIMATE LOCATION p 0 8-,..g�rki�.r�L _ rO. - _ _ b �O ` = x.--. 68 -x_0 ,k0a hy�-'J810 4115¢,iE -2=x - =-,max s81 41 r281G 249.91 CONNECT R I EAST LINE OF THE SOUTHWEST QUARTER OF SECTION 24-39-11 I 9 ry ° g b - - - - _ _ __ -- c-- - = - ___ - _ _ '�, - 1- _ FENCE CORNER .T Pb 3 , 1 �j1 � 15� .� o 01 b _ -� � '` _ _68 49.91 bry' ye - ryry pk � o.r NORTH & 1.3' EAsr 3 ,1 O 1 ° -� 't��o ° n�� 9 1,•,.� � yb � � � `ob rO � �,. j(.rO ,t� � b 9?` �a���� - '�9 -� �6� � `�.2$=' �_ ,• 0`0-� ,°h'tk L.4� FENCE 0.5' IRON b 9p. 11 b1 bl• NORTHWESTERL RI -66 .9 b _ _ O• \ `Y b6 F SV(ti664.1 k' 14 ��1 °?- x6 • - y ,')• OL �ab°fpb �C x - \\� 6b°. O / ba' �� 61h . W h 61re 4rd 1, 0 06 1 61�. G66G / c"b ONCRETE `y- 12" 0 1. ry0RiM-666.88 1•'S ., Cl, 0�i ry 6a , V• s97 ry O\`'\ \ I °y�7. I bAk. � OJ- FOUND IPLx by k 90 ��, 60j0 61 • . 466(01' INV -664.4 666 y0 9, °!b 01'0 •RIM Ilk) V / i'D �\` 6rO k a0 `.)' b �. 1 06 ,, b 10 b Fyo 160, -E 665.63 Ci�6"'� 06`�. Gr°b , III I �� grab 'OkyOj C' �`V /'7bOk 6h 6 / ry b ��6 n`G6 ° -`fit^9 6�b1. '16 Q �` b '�F�. �c E r06 �c b9 °.a. n, x6��ID� I I I 9 �'r• IM -693.57 (� �1 1� k 66� 6 16r°b 0 POINT OF COMMENCEMENT , � /l try �' 1,,rO Q APO 1 x 6x x x - 1 I k r `�' // '� �. 0 1o•,y e • YIANHOLE POS 1 1 b I 1 ry• PARCEL 2 lit 4 F h b ,• \ 0b B 1 • \ � `' k / ! / / b ! 7 ! ! 1k 01' ,0A'S,y�6°' ,�1,"� /ry '� O6 \ 11, x y x 1 / H11°""rt1�r/ / / / r/ 6° 1///•b'/// /b1ry/ ,yb Q`'6'C °j• ib ,,5 04'0 0 by o�f f�jp`�ryo \ .,� 060 ,p rQ, ^,� ,. Gb /// / �'1 r0 cy /! /! // % ,9V ! ! 6�/ /// bj 1/Vb / / G6 C Gbh l �,� Ik Di O,y!4 69. 1 DrO 91(61 1k \ b 0 C��oS \ 1 / //! /!//j/////////////!///!///// j//// j//,/ j/// j///!///!/!// ° b69" N011 RL \ �� ^b 9(0 1 06 b x66 } 1k//! �/! /// /// /// /!/ ///// s.gs MV E/5-663.15 INV- FOUND'BtON PIPE / `' ,�y'S 1 1 6'y `O / b`1h' b 0 _"�' h` -663.50 RIM -673.95 '� y6 x OUTF L COULD I b1' INV •663.05 Gj b 1 / / / / / ! / / ! ! / ! / / /! / / !! / / ! / ! / 6 0.' I I F 1 h• k xrO / IM•66 .6 I °bS• INV SW 6" -SE- .85 x i � TERMIN 6re�- x6 INV sw s" -s .7s n ° 169 g� / // // // ; // /; / / / / / !/ // /i / i 6 \ a b i F ' to ANTE NA O y bNCRETE b 1\6ryry 6661. 'P / / / �i / / / / ! / / ! ! / ! ! / / ! / / ! ! / ! / 0 " o d` ry . %/ , ' b.ryk k 1y 1y 1�i1�•i 15 "�G ° s ° s cr�a� • 1 ° s ' *5' 6 i / ! / / / / ! / / / / / I �o 1Lbo 61- x ^ 6 :\ '7 ASPHALT AVEMENr to \ \ 6 6 !/ / } b ��_15#° I 6 1 'i�°1'1.yy 14666 x 6 !// /j/ !!/ /// !/! /!/ / /!///!!!/!///!!i// !///j ?'9 `\ r III 1/ ° PAD • �a CAN b6 F� 4 �6 v6 �• �/ /// �// /!! /// /!! /// // /// !// /!/ /// ! / / / ! / x b by 1 ( 9e b b a x a \ I SA ELUTED 0 Jb1ryo10 be,,w� ASPHALT PA b 0°�Ery// 1111 /// /// /// !!/ / / /'�/ /// /// /!/ /!/ !// /// / q6 9y�9 v' rOrO ^,O 9y /1'S•"h'� fr01 101 ! / / / / ! / ! ! !/P PE�L 5 8 �•IG Oj I 1 90 k 6 b 1 / ! / Q F,� s.0 x66 6 G�rFa�� °7 Cff!/, \\�1�ryJ - 66.55 �G�. / ! /!% /// / / / / ///// I/. a10 Oh\C{0x66 �1' INV -663.55 RIM- 66.84 F,' /j/ ////! / �/� /F4 / �/�y /// //! //!/ 9 8 AG -ML+ b�° \ b p 0 INV 664.50 !/ !/ /! /! ' / 1Y'I �r'iY}"���// // // / / c0 .►SO 5 triit \ y h.�y g 63.65 61 // // /! //!! �// T!! //! /! /-// !// /!/ /// 1111// b1 0 2r,Z1n'fj� 9o99d o9 F x \ \ \ ` \ 1I \� G6 t�NC Iry b �6rnr0N��h`f k � 69 � !!!///! / //! /// /// // // /// /// /// /! // // !! x ab �e I 66b1�9 I e I i ryaya` r� 1 4bb 61 611` // / ! /! // // // / // Io 12 ry�Ogb -672 , �. 6 0 bb / / / ! ! / /j // // // / / /! !/ !! 1" \ 'Gy - I lll 1 I9°O'• F6 /! 1111 1111// /// /// x, \a'\�'\ \ b ' I 14661ry 06 666666 /46661 / /!/ /// !//!//!!//// ////////!�!/// !!// !!1111! / // I RIM -668.8 � �b I '`� I� F / c6 1F`6 b- 1Fb 0 0� !/! /// /// !!/ /// !// /// /// /// // !! /!/ !/ / /// 4NV-666.09 G 9 to= 0>6 ak Or 91 y6 ry1 Qv _ 11, F ry �, ! / / / / / ! / / / / / / ! / / ° 6 F _ p0D°' \ \ 9'�O I x �, 1ry 666 I O 0 I b1. b1 b6 b kti g/! /// /// / / / / / / / / / / // !: !/ !/: !/ !/ / / / / 66 °1z 66. eo 0 b 6 0 ! / ! / ! / / , 0 VE PPE 6 / ! / °+ I' G 016 9 d 9 ! / k b 6 / / ! b� I / b x 0 / / ! / / a• POINT OF BEGINt�I�G rn 1 N 1/ 10 FT `ASE EN'r D AI A AND UTILITIES 16°b 06 0// / / / !/ !/ / / / !/ // / / / / I ,G 6 1, , II F G6 1, 'V' I I�olygh ca / o PE DOC�MEN b1b ry° E°h x61k; ) °�h969° 1G66�-- 0� �I Ib06 6po PARCEL 2 ' �a , 1 1 b b G b ' 1 G ! h 9 INV -6 5.48 1y b � 1� E • C ° o r rr �w,^1 1 6 611 1h.h�9'1 k° `9ryl' /// /// /// /// !!!/!!////!!!/!///// coNCRETE „ y �''. to I I I x yb6� R.N2° 4 57" 60. xb1 y° I °� DROVE 7 9 x9 �06°p0C b61 466010,�bb C a !!!/ ✓ / !! !/ ! ! / / / / / ! / / 61 ryy I II 0600 006 bb M N2 44 47 �P 6$.h 6 akla® �b 6615k �tr`� 1 / �6 _ '�// /// /// // /////////// j/// /!///! x 6 F F 1°beelv FOUND IRON h 1� !L Grob / / / // /! /! / / ! / / / / / / / /. 10'6°' F� i-0 rC yip \ 1 ox �� 2128 I 6 �� °s g �, b !!///!! !!!�/�^ ////!!/!!!/!!/// //! //! p ,-- 't� � b °+ F IRON b5. e6� 0 41 a�' 108.%SKIM-66s.( , 4�tb 1o,VA.., }y 9 60` 1,1 0 '/ /!/ /! !/ / / 1111 / / / / / i ! / / / / / / b \ 12 W 108 y INV -665.Y G0 b 1 9y .`nj° r4o°d' x6 :�,•"� 0610. �9/ //C AVEM�NT/W //. / /. /! /! !/ / / IM -6611. 106\ O ( b 6' . 10k0 1 ��. ?5i 0� 6• Gr4o° r06> C��o 660' 1��6 .\O. / C0 DOCW AREA ! / / i ,. ! , / / i / / ! / ! / i / / ! / / ! ! ! / ! / / / / / 1 V-66 3 o I° \ 1 k o, O @ S �,6G r�1 X01\ F 146 rOb b� /� ! / / , / / / �/ / ! / / ♦ / / / 6 q 0y \ \ 660Gr�400 CC.' /• /. / // // ! / !! !/ ! / i i / / / / -T I O ` 006 xt b'0 •0 x6 X101 Imo. .GAS'METE / �,3A-bio CONCRETE s6j 06 \CURB 5.36' EAST I r0 �, CONCRETE""- 6 / / Rm; / / ; , / ! / , ! .' .' ; b� ,_5?15°,- ao 6 6y0 6 1`110 P`9o00rO`O'L WALK 61 tyro / , / " / _ ./ ,'BUILDING HEIGHT .'21:T 10.,.I,�,NCRE':TE 87.0 y6 °'' I Iw `' y'o Io,b y1 66. Ir ba - 4661 1 CPO AT FIRST STORY;' b 7 _ 6 6b 1G�6666 X 11, 1) ary5 , yb 611" b1 6616 �. 1 AND 2"STORY BUILDING 24- F 6°• 4 GrObr`}o b xb O b b y i . / / a'• ' , . i �, 466 01 -k. 11#2000 1;50 /. // ,' , ' / #2000"YOl K RdAo -', i. ;, x., R 3 0. x 0 N 1 +y: 666 G b �c --.1 6 F, y �6 j / / , / /'NG/AREA/i= / / % / / i / / % / i i' / ; � -•+ .. n I I 1 IN 'S �C+, .0 / / / i / / /i i ' / / /' BGI NG QREb = 2103;544 (5 ,FT AS ��++��LC pTED FRO�,Y ,r1UT,SIDE ; �; l A L, "� ✓ 3 �• ,• I I K 4) .� yb I A I ° v 61 / / /, / / % / / / , /S / / l �"7 l' /Y / / / /' �i ° o I II 0 �)M• .83 6161 5 xb -°� 6� ///: !/" / //' / / GRO(1ND EL/BU)LDIN/G/DIMENS19NS/AND,INCLLIDES N3o 8 u I I bk a• -6 .2 ctD�66 Z 61 I Nv 1466°6 �1ti °P 1 7 / ! / / / / / / / / / / COVE�?E /LOADING/ DOCK' AREA / / ! / / / / ! i i / ! ! ! / ! ! : Mai `30 b9 I I ka G�y6 66 5 VZJ" k v9 O x661 - R -66683 F,' ryk 664.52 -08 ';fg!//1 // // ///!//!!//!/!!!/ ///�/ / / ! / i ! / / i / ! % / /// / / ! % ! / / i ! : !L°k 6°j?° 06(06 '^ I n6�6 p0 •�G 0p00 x60 �^ !/ /!/ !///}I'// V! I ,\0kgy ' 6Q" "�// /// /// 1// !%! !/ / // / / / / / / / / / / / / / / / / / / / / / / / / / I 1Gy 69�, � � � I �. o ,5:5 �G ,b6,y�G600h• k6 40 FT REAR YARD ZONING SETBACK LINE I G06Ox61h J 00 y 01 �C6yQ 1A°01 �0�y� 9ry\6611 6- 61�ryy _ ��90 t I I 6rOy 1 bh/ og o G60ro 1 06 6666 �. yh !/!/ i /!// !// //' /' / // / !!! / / ! ! / / /// //! ! ! / /// ! ! ! / / / / / /OVERHA(N�/ IM -6 8.80 I I 4rYb6h•\ /6 01ry�1 k ryhn° .I 110661, ,1G r06h 1. 66 /y'L� x 0/� /!� / // ! / // / !/ / °5 INV M 665.`66 1 b0 6 4 b 0 �� A)•� 6 6 b '� O \ 1 / / / / / ! / / / / / i ! / / / ! ! / ;/ ! % i/ % / ! / / / / ! ! / / / V S -665.65 I .I '� 6 O ,'1 , 6 O xb vJ �9bii�' RIM•666.51 y E� RI -666.72 6 i /,/ / / /i /!//!i /!% !///!,/,/ :// o, ry1� 0dio' o,0hp .I II%�t I '= F`O 661'0�'•p 11y P` -664.67 1 N•663.925___ / !; ,' % i�, ' i % / / / / ! % .1100 FT FRONT ,LAIRD ,TONING'SETBACK'"LINE - / .c•J °50660. \,,p / 4rer464_ _ .k < ryp x6 (n O CLAY PIPE I 66 a NV S-663.27 f 'W663.62 ' ' k0 : / , / / / % / _ / : / / / j i, ' / i / ic±i ,per 1�6 ,Ir. I a �0ry.` c W POSSIBLY ABANDONED I 1 Vxb h ,Sk -aHy r°'L / /" / j /' /' / :/. /. i' ,. i. /' /, / / ,. / , ,`/�':^�.. /h�.. C'b 661 661' b /!/ /'%! / // /�/"/ "/ '!/i / /' %/!/' •:/' 8 6,10° Q O x 1 F / / // /i 1111///. /i i /. //,'i / /// //i /i i ////i / °6 0� p 6 00 INV -660.23) x y i , Ib 40' x� Bo � / / /! !// !// // / / / ./ ! / / / / ! / / / / / / / / / / / / / / / / / / / / / ./ i TPA Q' I �.�.,11� ¢ 4\' I 41 ASPHALT PAV C`4o 6' E-6fL ////!////!/ / / / / / / / / / / / / / / / �/ / / / / ! / / / / / / / / / /! / I °s ,� 3 6660 bOh �/� 7� N1 bt0,,0S,y1 O°j ` 1,1y gbh ry C NCRET/Fr / / / ! / / / / / j / ! ! ! / / / % / / ! / / ! ! / / / / / / / ! / / ! / / / ! ! ! / / / !I 6699 6 09 8 NV 6 /S�865.10 m I 1 "6114 9. 0 Z / O�I Q�•6bx 61 0b6'1ryb 661,59 �!///!!////// 1ry�6 �. 4r0 xb �' NNV E V N -66 0 b6 C c�0ob W CwC C��2 WI y °s '6 Fes° 61 °s °s F6� a // j/////!/ ! ! / / / / ! / ! ! / / / / ! / / / / % / / / / ! / / ! :/ / / / / / / / / / y 15 60 p.' GOk�6 INIv-67 62 Z 75 66kx Oa 1466?11 106661k 6616 I /!/ 1!1!!!!11 / / / ! / i /// / / / / ! ! / / %/ / %! ! / ! / / / i / / / / ! / / !1L/ i 161` 1�rO6o 10 \\ t \ \ p^�,. 0, �;�5 W -� WI xr0 Zil v6 F 4�,6 , -/!' !// / / / / / / ! / ! / / ! / / / / / / / / i / / / % / / / / /' / ! j / / / FE•671.01� xf Oh 0''S�� 0' Ixb RIM -678.09 / / / / / / / / / / / / / / / / / / / / / / / / / i / / / / / / / / / / / / / / / / 'CONCRETE yy 0� Z „ 0661 161\ INV -667.19 U z�l � O 6: a / / / / / / / / / / / h 011p• yh o g /1� 1 0 , b Q O �1 y °tD% 1 061 ryh6 /� bh1 X11 10 FT EASEMENT FOR DRAINAGE AND UTILI IES I 1 �rq°1x t2 b / I 666.65 - / / / / / / ! / ! / / / ! i / / / / / / ! ! / / ! / ! / ! ! / ! ! ! ! / ! ! ! / / / ! / / / .� �k 5 x ° i / °b� 1c1' 611' PER DOCUMENT R80-04175 RIM•666.0 / / y 1 , 1061 J G NV -N-66 .98 - IN w 6s3�ag�g ! i / / / / / / ! / / / , / / / / / / / ! / / / / / / / / %/ / / / ! / ! / i / / / / %; 6101° ro^ y r 1F 1 F 1 oln �y I0 I INV E-66 .13 61 7 ''!!'' �2,r•'' ':Y p 1��gry rr 61 I - 1r1 / / / / i / / / / / ! / / / / / / / / / / / / / / i ! / / / 6 1 Ip -675.206 1 1 ' y1 ; �, y , / ; ` cy / , ! ; i % / / / / / / / / F v N-ss6'o0 6 �* 6 10661 ULLJ 66 1 �� %1 h 6 . x91 / ! / ai ! ! . a / / ! /yk/ ! /�/ ! / p9 ! 9`Y`h/ ! ./ i /60 i / /" / ,�?,e o /9 ! : % / / Gj / % % / NE -669.80, x n ,NIV- 7 .6 ry 41ry 41�� C x l / 5 ° b `8 O � n I I ' a 1. b 6, A <D172.30 / / 1� FE -6 t.o / /try' / / 2 / / 1 / / /try% / ti' `Ojo' h 108.33 °'98.78 s• , c h ey x W G x 8 o V �rO- a 16. A °j 6' 060 6 RETE O 1. 'b a b 19 b�^ y 04cp�o ° y� �� A AIN CO Cfi01W x G 6 G ^ ,, c 6�. C b 6161 II ,\ 6. 0 A I°j I ( ,� 8 �i' I �o ,, 1 1 NQ BE b b E\ 1 brO rokpMANHOLE POSSIBLY BURIED TR LINE 60 I6 ,. 466 0666 I `0� 6`qo 0 rD°j I.C\i-- - t-�1Fbb o OE G6T9"6�`�AO� 'k° 'F"hp �\SIGN�9�6F E-6 8.1 c, 1660. 't _ F�666"`k�6IN 3.94 6691 �� 16 b' RIM -668.Q8 \hci�a0+�A°nry'0,/ /u ro 6qi a-A°J� .� \ ,A nOry:\ ; �4�rO 1i6011fin nv. ,n^u ,ar _ 1P 6 SSWALK 1 °� I LEGEND 1F"•1FC1, F A. 61• �`r06 666 �.i _� F C�VS°i =Z 12 SANITARY CLEANOUT J x66651 0 STORM MANHOLE y� 01yh O 1� O G66r� k kb_ / 0 466 O6 16� ( 66 I b6 I ` 6 66 tf ELECTRICAL BOX 0 RAILROAD SIGNAL. VAULT SJ CABLE T.V. 80% 0 UTILITY POLE 11 661 CURB 5.12' E�S'f OH OVERHEAD WIRES ® TELEPHONE MANHOLE E--- UNDERGROUND ELECTRIC ® ELECTRIC METER G UNDERGROUND GAS W GAS METER T UNDERGROUND TELEPHONE DG Qb -C -T- UNDERGROUND CABLE T.V. oB B -BOX b' WATER MAIN ov WATER VALVE SANITARY SEWER 0 WATER VALVE VAULT 06 6 " / b FIRE HYDRANT X 1y . 66•TREE LINE m POST INDICATOR VALVE 66. �T^ GUARD RAIL 4 SIGN 0 FOUND IRON ROD r FLAG POLE V.PINE p R - RECORD DIMENSION 8.58' WEST d 0.10' SOUTH 66 x DROVE IRON PIPE M • MEASURED DIMENSION ° 0• 0�p / 0 . r 7�19L691 b FOUND IRON ROD x6 166606. 66661' 1E'rO 6669 1Grbyr06 66 '01, ��bbb. 6601 1Gv660�'66,1oi bb h6 x Q it x x x666 10 FTE PER DOCU ENT R80 -04A175 DAINAGE ULI' Q 6 30 FT SIDE YARD ZONING SETBACK LINE �t NUf 10 SCALE E��wrrvwrvavaro.oai evnAze�n,za,u PII M xi�"�•i�. i A C 600 9 1y 67 ,144 0` - �, y�- 6\66 x66 7.1 � �0� 't 668 1 �`0660'�O 1�0`�°bb 6(0'1--668- `TRIM -667.93 RIM -667.45 1666611 0 EASEMENT PER LOT 1 OFFICIAL AIRLINES GUIDES SUBDIVISION PER DOCUMENT R80-04175 LIST OF APPARENT ENCROACHMENTS OEXISTING BUILDING APPEARS TO ENCROACH 12.70 FEET OVER THE 100 FOOT FRONT ZONING SETBACK LINE. SURVEYOR IS NOT AWARE OF ANY VARIANCES GRANTED FOR THIS APPARENT ENCROACHMENT. OCONCRETE WALK EXTENDS ONTO ADJOINER TO SOUTH. SURVEYOR IS NOT AWARE OF ANY EASEMENTS OR AGREEMENTS FOR THIS APPARENT ENCROACHMENT 09 6 Z,04641 �1 4661`' '►7O° 15'44"1 / y61 0yk0 \1� 1 O.5 I b \ 61 ry ryi \ OUND RE (SENT G b1 b \ tl x `1%67 NO EGRESS \6 666-(0 D G \ I 20784 x \\ 661• . \ `1 b1p� ` 46610 610.0' I 60• bb°j• x F 0'� CONCRETE WALK 6 C+6 IrQy6 I W RIM -668.21 00 INV -658.76 U6 CQ O b .� RIGHT OF WAT WIDTH VARIES a 75' I FOUND IRON ROD SET IN CONCRETE CLEARWATER DRIVE O 0 iv i i I ALTA /ACSM PARCEL I. LAND TITLE SURVEY PARCEL 2: THAT PART OF LOT SOUTHWEST 1/4 OF MERIDIAN, ACCORDING 0}175, DESCRIBED AS OT 1 IT 1) THENCE SOUTH 12 DEGREES 43 OT 1, AFORESAID, 144.77 FEET TO THE )NTINUING SOUTH 12 DEGREES 43 .28 FEET TO A CORNER OF SAID LOT 11 ALONG A NORTH LINE OF LOT 1, LOT 1: THENCE SOUTH 0 DEGREES 22 LOT 1, AFORESAID, 56.18 FEET: THENCE FEET)THENCE NORTH 2 DEGREES 36 BEGINNING, IN DU PAGE COUNTY, 0 00 o Q I NoW Id CO o IU N V 1 v_ = W 0 It 0 SURVEYORS CERTIFICATE 1, the undersigned, being a duly licensed and qualified surveyor in and for the State of Illinois, do hereby certify to Duke Realty Limited Partnership, BRE/York Road, L.L.C., LaSalle Bank, NA, and First American Title Insurance Company that I made a survey of the above described land and improvements on the 23rd day of February, 2005, in accordance with the Minimum Standard Detail Requirements for AL'fA/ACSM Lcnd Title Surveys. as ad^pted k� Lha American Land T+In Association &American Congress on Surveying & Mapping, 1999, and {hat this survey fully and correctly represents the property owned by BRE /York Road, L.L.C. at 2000 York Road, Oak Brook, Iliinois 60523, Including all buiidings, structures and improvements thereon. I [have shown allrecorded easements and rights-of-way as described in copies of recorded instruments furnished to me by First American Title Insurance Company (with reference to recording datto) and, unless otherwise shown, the physical evidence and recorded description of such easements eoijform. All of said bu1dings, structures and improvements, including location and dimensioha, are correctly depicted and are fully completed, except as shown hereon. I further certify that there are no (1) easements, G) rights-of-way across said property, (III) party walla, (iv) encroachments on adjoining properties or streets by any of said buildings, structures or structures or other improvements r de or (v) encroachments on sold pro art b buildings, im o P P Y YP pants are shown in their entiret the ait1lated on adjoining property, except as shown hereon: all easements y, locations thereof are correct as shown and no improvements are located within the easements areas ex`4ept utMity lines permitted by the terms of such easements) there are no streams, rivers, springs, ponds, lak s, ditches or drains located or bordering on or running through said property, except as shown; there are no gaps, gores or overlaps between parcels or roads, highways, streets or alleys and all parcels which coliprise the whole property are contiguous. All private and public roads, highways, streets and alleys running adjacent to or upon the prD�erty and all public roads to which the property has indirect access over connecting easements affecting private property are shown; the property has vehicular and pedestrian access to open, publicly dedicated and accepted roads, highways and streets at drives and through curb cuts as shown hereon and commonly known as York Road, without intervening stripe, gaps or gores, either directly or indirectly over and through access easements shown hereon. The publicly dedicated roads and the access easements shown are contiguous with each other end the property without strips, gaps or gores at points shown hereon: no barriers except for paving and curb cutPs are located within the access easements shown hereon: all physical evidence of boundary lines and lines of possession or occupancy have been shown and proper notification made where in conflict with the legal description: there are no boundary line discrepancies and no deficiencies in the quantity of the land described in the legal description and the acreage shown hereon is correct: the survey was actually made on the ground as per record description furnished by the title insurance company and is true and correct. A physical examination of the property reveals no evidence of cemeteries. Also, this certifies that there are 536 parking spaces on said property, including 11 handicapped spaces. The property is zoned ORA -1 Office Research Assembly District No portion of the property lies within a National Wetland Inventory area as determined by the mups of the United States Fish and Wildlife Service. The within described real estate lies within Hazard Flood Zone X as shown on Panei Number 17043CO606H of the Federal Emergency Management Agency's flood insurance rate map, dated December 16, 2005. The real estate has not been designated a flood hazard area or similar area by any other federal, state or local government entity. qqLL Certified this pJ11? day ofBRJAl2i 2005. Mark A. Luedtke Illinois Professional Land Surveyor • 3274 License Expiration Date 11/30/06 SITE BENCHMARK: CUT SQUARE ON SOUTHWEST CORNER OF TR4FFIC SIGNAL VAULT IN ASPHALT PATH. ELEVATION - 676.30 SELECTED ZONING DATA (SOURCE: WWW.ORDINANCE.COM) CLASSIFICATION: ORA -1 OFFICE RESEARCH ASSEMBLY DI TRICT MINIMUM SETBACK REQUIREMENTS FRONT: 100 FEET SIDE: 30 FEET REAR:40 FEET FAR: NOT TO EXCEED 0.48 MAXIMUM HEIGHT:5 STORIES OR 76 FEET FOR MORE INFORMATION OR CLARIFICATION CONTACT ROBERT KALLIEN, DIRECTOR OF COMMUNITY DEVELOPMENT AT THE VILLAGE OF OAK BROOK AT (630) 990-2382 GENERAL NOTES 1. BEGINNING BENCHMARK IS DUPAGE COUNTY BENCHMARK •YK7.4001, BRONZE DISK MONUMENT IN SOUTHWEST CONCRETE ABUTMENT OF YORK ROAD BRIDGE OVER ILLINOIS ROUTE 38 (ROOSEVELT ROAD) STAMPED IIDUPAGEs COUNTY MAPS AND PLATS" ELEVATION - 681.79 (NAVD 29). 2. UNDERGROUND UTILITY LOCATIONS ARE SHOWN TO THE BES OF THE SURVEYORS ABILITY PER A SURFACE INSPECTION OF THE SITE UTILITY COM ,ANY MARKINGS AND AVAILABLE MAPS AND SHOULD NOT BE CONSIDEREb COMPLETE. 3. BEARINGS ARE BASED ON PLAT OF REUBEN H. DONNELLEY CI RPORATION RESUBDIVISION AND PLAT OF OFFICIAL AIRLINES GUIDES SUBDIVISION. 4. FIELD WORK COMPLETED ON FEBRUARY 23, 2005. 5. THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING W , BUILDING CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT MONTHS. 6. THE SURVEYOR IS NOT AWARE OF RECENT CHANGES IN S REET RIGHT OF WAY LINES EITHER COMPLETED OR PROPOSED AND THERE IS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 7. THERE IS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. 8. CONCRETE CURB LOCATED WITHIN SUBJECT PROPERTY IS TYPE B6-12. I I SCHEDULE B SURVEY EXCEPTIONS 1 14 EASEMENT FOR PUBLIC UTILITIES PER DOCUMENT R73-20747 AFFECTS THE SUBJECT PROPERTY AND IS SHOWN HEREON 15 EASEMENT FOR INGRESS AND EGRESS PER DOCUMENT R73-20784 AFFECTS THE SUBJECT PROPERTY AND IS SHOWN HEREON. 16 EASEMENT FOR DRAINAGE AND UTILITIES PER DOCUMENT H80-04175 AFFECTS THE SUBJECT PROPERTY AND IS SHOWN HEREON. 19 DOCUMENT R86-66398 STATES THAT THE VILLAGE OF OAK BROOK IS GRANTED EASEMENTS OF ACCESS TO THE SUBJECT PROPERTY AS REASONABLY NECESSARY FOR LANDSCAPE CONSTRUCTION AND MAINTENANCE. THERE ARE NO SPECIFIC EASEMENT LOCATIONS DEPICTED WITHIN THE DOCUMENT. LAND AREA 484,168 SO FT = 11.115 ACRES ALTA /ACSM LAND TITLE SURVEY 2000 YORK ROAD OAK BROOK, ILLINOIS PREPARED FOR: DUKE REALTY CORPORATION 4225 NAPERVILLE ROAD LISLE, ILLINOIS 60532 JOB • DATE: SCALE: WEBSTER, McGRATH & AHLBERG LTD. 41279 2/25/05 1" - 40' Consulting Engineers Land Surveying And Civil Engineering Since 1906 SURV:DRAWN: DESIGN: 207 South Naperville St. TMB MAL Wheaton, Illinois 60187 Design Firm License No. 184-003101 FILE • SHEET (630) 668-7603 FAX (630) 682-1760 EMAIL WMALTDOWMALTD.COM E - 24600 -ALTA 1 OF 1 LEGEND O SANITARY MANHOLE ® MAILBOX Q SANITARY CLEANOUT ¢ LIGHT POLE 0 STORM MANHOLE °-O- OVERHEAD LIGHT POLE O STORM CATCH BASIN ELECTRIC MANHOLE STORM MET 0 TRAFFIC SIGNAL POLE \� I !!!� FLARED END SECTION El TRAFFIC SIGNAL VAULT TRANSFORMER 0 RAILROAD SIGNAL POLE tf ELECTRICAL BOX 0 RAILROAD SIGNAL. VAULT SJ CABLE T.V. 80% 0 UTILITY POLE 11 TELEPHONE BOX OH OVERHEAD WIRES ® TELEPHONE MANHOLE E--- UNDERGROUND ELECTRIC ® ELECTRIC METER G UNDERGROUND GAS W GAS METER T UNDERGROUND TELEPHONE DG GAS VALVE -C -T- UNDERGROUND CABLE T.V. oB B -BOX - WATER MAIN ov WATER VALVE SANITARY SEWER 0 WATER VALVE VAULT STORM SEWER is FIRE HYDRANT X FENCE LINE X m POST INDICATOR VALVE GUARD RAIL 4 SIGN 0 DECIDUOUS TREE r FLAG POLE V.PINE TREE R - RECORD DIMENSION O DROVE IRON PIPE M • MEASURED DIMENSION ° FOUND IRON PIPE ALTA /ACSM LAND TITLE SURVEY 2000 YORK ROAD OAK BROOK, ILLINOIS PREPARED FOR: DUKE REALTY CORPORATION 4225 NAPERVILLE ROAD LISLE, ILLINOIS 60532 JOB • DATE: SCALE: WEBSTER, McGRATH & AHLBERG LTD. 41279 2/25/05 1" - 40' Consulting Engineers Land Surveying And Civil Engineering Since 1906 SURV:DRAWN: DESIGN: 207 South Naperville St. TMB MAL Wheaton, Illinois 60187 Design Firm License No. 184-003101 FILE • SHEET (630) 668-7603 FAX (630) 682-1760 EMAIL WMALTDOWMALTD.COM E - 24600 -ALTA 1 OF 1