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Home My WebLink About05100004 Site Plans Packages (Project withdrawn)GA%ST STONE GASP 21_Q,11 51DE YIEYV FRONT VIEW MAIN ENTRY 5167N CAST STONE GAP CAST STONE � -- - PENDANTS � RED BRICK —� CAST STONE GAP G,45T STONE SASE CAST STONE GAP 516NA6E 516NAGE 51GNAGE 51GNAGE 5167NA&E � CAST STOMP m PENDANTS RED BRICK 51GNAGE 51GNAGE CAST STONE GAP ryG,45T STONE BASE 2111 1-011 21-611 21 -011 6, -011 OUTLOT5 5167N A & E INNERLOT 5167NA&E E i F SITE SI&NA6E LOCATION MAP ;� o i) ry I� I� I� 2 V o� 0 70 co cco2 c r t0 co 93 (� LT o� .y C �a W U o° U 73 L c� v 46=1 o ._ a Q SHEET Gi• FILE 0505 -03 F BENNETT PARKWAY pRop a ,ER E�AO`OSU ?E pROPOSE� S\GN PR Nvti ENS SIGN `FU-`URE} PR NuMEN N1 SIG (FUWW PR NUME'l SIGN (�0-NRE} PR AFF� EDLIG�T CR PRpp�O� .� 5`04 p NRE) PRpP�OMSN -� SIGN C� TURF} PARKING REQUIREMENTS: TOWN OF ZIONSVILLE: 4 SPACES PER 1,000 SQ.FT. BLOCK A BUILDING SIZE = 204,000 SQ. FT. SPACES REQUIRED: 816 SPACES PROVIDED: 942 PARKING RATIO: 4.618 BLOCK B BUILDING SIZE = 3,920 SQ. FT. SPACES REQUIRED: 16 SPACES PROVIDED: 16 PARKING RATIO: 2.45 BLOCK "E" BUILDING SIZE = 27,200 SO. FT. SPACES REQUIRED: 109 SPACES PROVIDED: 130 PARKING RATIO: 4.78 SITE LEGEND LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT CONCRETE a ALL RADII TO BE 5' UNLESS NOTED OTHERWISE .i . �.` % -�h.�� a♦ �c�il• r'1'!b.'a'i0'; �"S�.',iL):'Ml'PS J '.�Y(�IY+C:FFeN',:�...�.16A`::i f� Y U oc�4 0 • 4 W ty4 '!( 'k 'Fy • 7 +" ♦ r . • to Z to • • iti .. ,Y'.i� 4 s: r� :!i y.. Y-s.' .t w...��, 4�t 1T.i.'•?�t¢'.. a -7 , Y •. is .y"}`'{, :-p., ;1{ fY,} iY •� 900092 ui 44j" STATE OF :i • 1 CERTIFIED BY �IZ6,Z,905 Poll ' t.n�, h _�N.... ...ti `!}.K'�Oi�..:,35iCY/��l "Jyt•�',. �r Y` �r ;N A� t� h n S r 1 y� i bl MA N � Y i �n t 7.,. - ��''�� { rR'.!.•� ^IR."T " +7!..�Y•?1iy.�j►� yh<t� 6" MONOLITHIC CURB Q COMBINED CURB & WALK rU HANDICAP PARKING SIGN a STOP SIGN ® # STANDARD PARKING SPACES PER ROW MTL DIRECTIONAL ARROWS, PAINTED WHITE WORD "ONLY ", PAINTED WHITE ® HANDICAP ACCESSIBLE PARKING SPACE B.S.L. BUILDING SETBACK LINE ALL RADII TO BE 5' UNLESS NOTED OTHERWISE .i . �.` % -�h.�� a♦ �c�il• r'1'!b.'a'i0'; �"S�.',iL):'Ml'PS J '.�Y(�IY+C:FFeN',:�...�.16A`::i f� Y U oc�4 0 • 4 W ty4 '!( 'k 'Fy • 7 +" ♦ r . • to Z to • • iti .. ,Y'.i� 4 s: r� :!i y.. Y-s.' .t w...��, 4�t 1T.i.'•?�t¢'.. a -7 , Y •. is .y"}`'{, :-p., ;1{ fY,} iY •� 900092 ui 44j" STATE OF :i • 1 CERTIFIED BY �IZ6,Z,905 Poll ' t.n�, h _�N.... ...ti `!}.K'�Oi�..:,35iCY/��l "Jyt•�',. �r Y` �r ;N A� t� h n S r 1 y� i bl MA N � Y i �n t 7.,. - ��''�� { rR'.!.•� ^IR."T " +7!..�Y•?1iy.�j►� yh<t� 4 T! _;: ;:rte .:`t+ " :•r> :: ::t3sa�a SHEETNO. u: •� Aga. '7j3s! OF IN2005.0645.071.C21SP DATE: DRAWN BY: CLH CHK'D BY: MTL JOB NO. IN2005.0645 4 T! _;: ;:rte .:`t+ " :•r> :: ::t3sa�a SHEETNO. u: •� Aga. '7j3s! OF IN2005.0645.071.C21SP F INGRESS - EGRESS EASEMENT INST.f9550148 R/W DEDICATION INST.#9605157 / R/W DEDICATION = INST.0002957 © CURVE DATA A = 85 011'53" / R = 18.00' T = 16.55' L = 26.77' C = 24.37' LOT 2 BENNETT TECHNOLOGY PARK PLAT PB13.P19 ADJOINER: QUA03, LLC INST.,#0100539 0 ADJOINER: J.S. AND VICKI L SNIDER OR 239, P 692 (6.5 ACRES) REPLAT OF LOTS 1 THRU 4 AND LOTS 7 THRU 9 OF ANDRADE INDUSTRIAL PARK SECTION I PC6.P52 0WNER: ADVENT EVANGELICAL LUTHERAN CHURCH LS -MS INST. #9550146 _ T- 80' 40' 0' 80' 160' SCALE: 1 " =80' Modernized )escription 37.181 Acres Updated July 22, 2005 Part of the West Half of Section 6, Township 17 North, Range 3 East and part of the Southeast Quarter of 'Section 1, Township 17 North, Range 2 East located within Boone and Hamilton Counties, Indiana being more particularly described as follows: Commencing at the Southwest Corner of the Southwest Quarter of said Section 6; thence North 00 degrees 30 minutes 47 West (an assumed bearing) 1297.71 feet along the West Line of the Southwest Quarter of said Section 6 to the southwest corner of the 8.182 acre tract of land described within Instrument Number 9555474 of the Hamilton County Recorder's Office and the POINT OF BEGINNING; thence North 00 degrees 30 minutes 47 seconds West 8.58 feet along said West Line; thence South 85 degrees 04 minutes 56 seconds West 919.15 feet to the eastern boundary line of the 6.5 acre tract of land described within Deed Record 239, Page 692 of the Boone County Recorder's Office; thence North 00 degrees 29 minutes 17 seconds West 690.76 feet along the eastern boundary line of said 6.5 acre tract to the southern boundary line of Lot 2 of she Bennett Technology Park Plat recorded as Plat Book 13, Page 19 of the Boone County Recorder's Office, the following two (2) courses are along the southern and eastern boundary line of said Lot 2; 1) thence North 85 degrees 01 minute 49 seconds East 13.41 feet; 2) thence forth 00 degrees 40 minutes 17 seconds West 159.19 feet to the eastern right -of- way line of I -ennox Court as defined by Plot Book 13, Page 19 of the Boone County Recorder's Office, said point being located on a non tangent curve concave to the northwest, said point being locatc;d South 00 degrees 40 minutes 17 seconds East 60.00 feet from the radius point of said curve, the following four courses are along the eastern right -of -way line of Lennox Court; 1) thence Northeasterly along said curve 129.36 feet to a point of reverse curvature (non tangent), said point Eeing located North 55 degrees 48 minutes 06 seconds East 60.00 feet from the radius point of curve #1 to the point and being located South 52 degrees 17 minutes 46 seconds West 100.00 feet from the radius point of said reverse curve; 2) thence Northerly along said reverse curve 64.63 feet to its point of tangency, said point being located South 89 degrees 19 minutes 43 seconds West 100.00 feet from the radius point of said curve; 3) thence North 00 degrees 40 minutes 17 seconds West 258.54 feet to a point of curvature to the right, said point being located South 89 degrees 19 minutes 43 seconds West 18.00 feet from the radius poin-. of said curve; 4) thence Northeasterly 26.77 feet along said curve to its point of tangency 4', the southern right -of -way line of the Bennett Parkway as defined by Instrument Number 9675157 of the Boone County Recorder's Office, said point being located North 05 degrees 28 minutes 24 seconds West 18.00 feet from the radius point of said curve, the following fo:ar (4) courses are along the southern right -of -way line of Bennett Parkway; 1) thence Nor:h 84 degrees 30 minutes 05 seconds East 656.29 feet; 2) thence North 79 degrees 07 minutes 33 seconds East 93.76 feet; 3) thence North 73 degrees 44 minutes 45 seconds East 270.3:2 feet; 4) thence South 61 degrees 15 minutes 15 seconds East 22.56 feet to the western right -of -way line of U.S. 421 as described by Indiana Department of Transportation Project No, STP- 135 - 2(008), the following five (5) courses are along the western right -of -wa line of said U.S. 421; 1) thence South 16 degrees 14 minutes 57 seconds East 630.72 feet; 2� thence South 12 degrees 46 minutes 01 second East 162.05 feet; 3) thence South 14 degrees 12 minutes 47 seconds East 233.15 feet; 4) thence South 21 degrees 32 minutes 49 seconds East 330.22 feet; 5) South 18 degrees 06 minutes 30 seconds East 4.38 feet; thence South 84 degrees 11 minutes 35 seconds West 550.71 feet to the POINT OF BEGINNING containing 37.181 acres, more or less. I, the ur:'ei-signed hereby cert',fly that I am a ragistered Drofessio;;c, Land Surveyor licensed in compliance with the laws of the State of Indiana, that the within plat represents a Plat for Dedication of Right -Of -Way surveyed within the recorded plats of survey and, to the best of knowledge and belief, there has been no change from the conditions revealed by said plat of survey. Witness my signature this PRE IMINARY Professional Land Surveyor day of . 2005. PLAN COMMISSION CERTIFICATION In accordance with the Boone County Plan Commission and pursuant to the Subdivision Control Oridnance. Adopted by the Boone County Plan Commission at a meeting held Boone County Plan Commission President -- Secretary v'`°v Q Z Ci = WV H� J y wZ ad 08 LbJ V (!) Z 49m Bd�l LU o� oLU �Y M � • O �N c Z� 1,p0:5 Z M U '" L �Q 00 �o� x * P�NAW)U v ziz,= �en a 0 U 0 U Z U b=d n A �CISu qu 1-mirl- 40E � A- " E ttATi OF CERT1FIEU BY r .ti. II, . aS DATE: 09/16/05 DRAWN BY: CLH CHK'D BY: ,1 JOB NOR. IN2005.0645 R , I 1 R , 80' 40' 0' 80' 160' SCALE: 1 " =80' Modernized )escription 37.181 Acres Updated July 22, 2005 Part of the West Half of Section 6, Township 17 North, Range 3 East and part of the Southeast Quarter of 'Section 1, Township 17 North, Range 2 East located within Boone and Hamilton Counties, Indiana being more particularly described as follows: Commencing at the Southwest Corner of the Southwest Quarter of said Section 6; thence North 00 degrees 30 minutes 47 West (an assumed bearing) 1297.71 feet along the West Line of the Southwest Quarter of said Section 6 to the southwest corner of the 8.182 acre tract of land described within Instrument Number 9555474 of the Hamilton County Recorder's Office and the POINT OF BEGINNING; thence North 00 degrees 30 minutes 47 seconds West 8.58 feet along said West Line; thence South 85 degrees 04 minutes 56 seconds West 919.15 feet to the eastern boundary line of the 6.5 acre tract of land described within Deed Record 239, Page 692 of the Boone County Recorder's Office; thence North 00 degrees 29 minutes 17 seconds West 690.76 feet along the eastern boundary line of said 6.5 acre tract to the southern boundary line of Lot 2 of she Bennett Technology Park Plat recorded as Plat Book 13, Page 19 of the Boone County Recorder's Office, the following two (2) courses are along the southern and eastern boundary line of said Lot 2; 1) thence North 85 degrees 01 minute 49 seconds East 13.41 feet; 2) thence forth 00 degrees 40 minutes 17 seconds West 159.19 feet to the eastern right -of- way line of I -ennox Court as defined by Plot Book 13, Page 19 of the Boone County Recorder's Office, said point being located on a non tangent curve concave to the northwest, said point being locatc;d South 00 degrees 40 minutes 17 seconds East 60.00 feet from the radius point of said curve, the following four courses are along the eastern right -of -way line of Lennox Court; 1) thence Northeasterly along said curve 129.36 feet to a point of reverse curvature (non tangent), said point Eeing located North 55 degrees 48 minutes 06 seconds East 60.00 feet from the radius point of curve #1 to the point and being located South 52 degrees 17 minutes 46 seconds West 100.00 feet from the radius point of said reverse curve; 2) thence Northerly along said reverse curve 64.63 feet to its point of tangency, said point being located South 89 degrees 19 minutes 43 seconds West 100.00 feet from the radius point of said curve; 3) thence North 00 degrees 40 minutes 17 seconds West 258.54 feet to a point of curvature to the right, said point being located South 89 degrees 19 minutes 43 seconds West 18.00 feet from the radius poin-. of said curve; 4) thence Northeasterly 26.77 feet along said curve to its point of tangency 4', the southern right -of -way line of the Bennett Parkway as defined by Instrument Number 9675157 of the Boone County Recorder's Office, said point being located North 05 degrees 28 minutes 24 seconds West 18.00 feet from the radius point of said curve, the following fo:ar (4) courses are along the southern right -of -way line of Bennett Parkway; 1) thence Nor:h 84 degrees 30 minutes 05 seconds East 656.29 feet; 2) thence North 79 degrees 07 minutes 33 seconds East 93.76 feet; 3) thence North 73 degrees 44 minutes 45 seconds East 270.3:2 feet; 4) thence South 61 degrees 15 minutes 15 seconds East 22.56 feet to the western right -of -way line of U.S. 421 as described by Indiana Department of Transportation Project No, STP- 135 - 2(008), the following five (5) courses are along the western right -of -wa line of said U.S. 421; 1) thence South 16 degrees 14 minutes 57 seconds East 630.72 feet; 2� thence South 12 degrees 46 minutes 01 second East 162.05 feet; 3) thence South 14 degrees 12 minutes 47 seconds East 233.15 feet; 4) thence South 21 degrees 32 minutes 49 seconds East 330.22 feet; 5) South 18 degrees 06 minutes 30 seconds East 4.38 feet; thence South 84 degrees 11 minutes 35 seconds West 550.71 feet to the POINT OF BEGINNING containing 37.181 acres, more or less. I, the ur:'ei-signed hereby cert',fly that I am a ragistered Drofessio;;c, Land Surveyor licensed in compliance with the laws of the State of Indiana, that the within plat represents a Plat for Dedication of Right -Of -Way surveyed within the recorded plats of survey and, to the best of knowledge and belief, there has been no change from the conditions revealed by said plat of survey. Witness my signature this PRE IMINARY Professional Land Surveyor day of . 2005. PLAN COMMISSION CERTIFICATION In accordance with the Boone County Plan Commission and pursuant to the Subdivision Control Oridnance. Adopted by the Boone County Plan Commission at a meeting held Boone County Plan Commission President -- Secretary v'`°v Q Z Ci = WV H� J y wZ ad 08 LbJ V (!) Z 49m Bd�l LU o� oLU �Y M � • O �N c Z� 1,p0:5 Z M U '" L �Q 00 �o� x * P�NAW)U v ziz,= �en a 0 U 0 U Z U b=d n A �CISu qu 1-mirl- 40E � A- " E ttATi OF CERT1FIEU BY r .ti. II, . aS DATE: 09/16/05 DRAWN BY: CLH CHK'D BY: MTL JOB NOR. IN2005.0645 REVISIONS SHEET NO. oddIVA Irt OF IN2005.0645.071.C23.PP F B-ENNE-1-1 PARKWAY PRGp P ETACL0S11RE PROP ©S�� s\GN PR NVti ENT SIGN PROPUME� SIGN �Fu -W ) P�Op�ME s0A CFRE) pRO�NSSDN P�- PROpOSE 1 SIGN M 'J. uW CF V v Op OSEO SIGN � �RON�MENT �FGTURE) 60' 30' 0' 60' 120' SCALE: 1"=60' PARKING REQUIREMENTS: TOWN OF ZIONSVILLE: 4 SPACES PER 1,000 SQ.FT. BLOCK A BUILDING SIZE = 204,000 SQ. FT. SPACES REQUIRED: 816 SPACES PROVIDED: 942 PARKING RATIO: 4.618 BLOCK "B" BUILDING SIZE = 3,920 SQ. FT. SPACES REQUIRED: 16 SPACES PROVIDED: 16 PARKING RATIO: 2.45 BLOCK E BUILDING SIZE = 27,200 SQ. FT. SPACES REQUIRED: 109 SPACES PROVIDED: 130 PARKING RATIO: 4.78 v 7 SITE LEGEND LIGHT DUTY PAVEMENT ALL RADII TO BE 5' UNLESS NOTED OTHERWISE • � t� o u 0 cq z p..4 en ton `e. a LF) H C4 te) ko U µ� z `/ U A C) ^ ate CD c=j� ZL CL uj tu v U Y Lu a� 0� E! o� F - 1 r Q - t - �� a r �a� 900092 9 t� STATE of , � QN� ; ° "� CERTIFIED BY �6 -05 '9 +Y s ME= .p a 4•s�'1 `a n- �I .1 ti DATE: HEAVY DUTY PAVEMENT v e a CONCRETE O 6" MONOLITHIC CURB O COMBINED CURB & WALK o HANDICAP PARKING SIGN O STOP SIGN ® # STANDARD PARKING SPACES PER ROW DIRECTIONAL ARROWS, PAINTED WHITE 11 WORD "ONLY", PAINTED WHITE HANDICAP ACCESSIBLE PARKING SPACE B.S.L. BUILDING SETBACK LINE ALL RADII TO BE 5' UNLESS NOTED OTHERWISE • � t� o u 0 cq z p..4 en ton `e. a LF) H C4 te) ko U µ� z `/ U A C) ^ ate CD c=j� ZL CL uj tu v U Y Lu a� 0� E! o� F - 1 r Q - t - �� a r �a� 900092 9 t� STATE of , � QN� ; ° "� CERTIFIED BY �6 -05 '9 +Y s ME= .p a 4•s�'1 `a n- �I .1 ti ,y RENiSIONS 77 77747 VU SHEET NO.' OF ki'7777 777= IN2005.0645.071.C21.SP DATE: - ` DRAWN BY: CLN CHK'D BY: MTL JOB NO. IN2005.0645 ,y RENiSIONS 77 77747 VU SHEET NO.' OF ki'7777 777= IN2005.0645.071.C21.SP 1 1 , SEWER EASEMENT INST.; 9609505537 A- 0 S &1 *15151 , r , 22.56' AuVENT EVANGELICAL LUTHERAN CHURCH LS -MS • � �'• � e / INGRESS - EGRESS EASEMENT • P ' ?. INST.J9550148 •�' R/W DEDICATION '""� - T ..-2-6-- 0-•-.. ,8 .` -- V _ I n `� __ ��97� j g 7 r{ O 2' S� � � 8�= �N °�" { ! . � INST. f 9605157 ?_ 15' DRAINAGE, UTILITY ` AND SEWER EASEMENT 1 INST.0002957 Y BENIN / SIGN EASEMENT INST.0002957 PAftXV+A 6ENNETT d \ \ \ t y + ; ` ".aid °Z• -r� F - E�� ` f ! -_r \ , , T ° 3;611 Z . _ �- --' � .-- — sal,0, AND SEWER EASEMENT / --- INST.DCv2957 R /'N DEDICA UGN + tt 7 — — — INST.0002957 l — — N ' N05 °28'24 "NJ - 18.OD� -- _ _ _r I C° BLOCK �/ ®2 B (BOONE CO.) 589 19'43 "w - 18.00' j �N 0.128 ACRES �° 0 / / © CURVE DATA / R 53" a 8500' T = 16.55' t ` " a- / / L - 26.77' r / / C = 24.37' • I BLOCK E j BLOCK D r Z 2.848 ACRES ; ! 3.794 ACRES z 0 BLOCK F Q8 CURVE DATA Cn ` 2 ACRES c 9 G = 37°01'57 ' V p ,G �N 1 R R = 100.00' � c w T = 33.49' L ° 64.63' ' a a C 63.52' z Q3� CA = " c f sas °ts' •w - 1oo.oaa 3'' �° - �� , ��' ' � \�i ADJOINER: ° 'C� �O i �• nfolob INST.#02C8557 w I N� ?5' S�' I j � (HAMILTON CO.) 3.666 ACRES l , O CURVE VE DATA s �' °� 'c,y 1 1\ A 123 °31'37" ( 4A4 9 QC) 573 �� R 60,00' I �' 1 T 111.73' w ' ?CEL I Cr 20' Y+�DE SANITARY SEWER EASE�ENT L = 129.36' 1 O8 . PARCEL II OF a� I ?Y E CC61Mi T1, ENT 'Cu339797 OR 256, P427{, C 105.72' S 36 E TITLE CG ? "dITMEi4? CCC359797 �/ oc INST. 9E03S05536 1 i1 / i I RW DEOICATIONI FEE Sir"LE � 1- Q• � _— 582 AC TRACT E :N1vETT F�•�.IR.Y FA .0 ( �o { F Q� INST.# 20000G000000007272 REZONING DOCUMENT TO 8 -3 �IP.iNC_R Ot- FAI�� L OF IiJ�T.;1{ 88.283 LOT 2 REBAR FOUND ' / :NIST. - 807731 GENNETT TECHNOLOGY PARK PLAT I P8 13, P 19 r; : O acv SENNETT FAYiLY FARM 1 ` ADJOINER: CD z ��. OR 233, P 604 a• _ -- QUAD3, LLC $ ,� ^� REMA ZER OF PARCEL 2 INST. ^,00539 ' Ln • • I G? a, 3 REBAR F -- � •4503 � � •,47 A N n `SA " ;1 AY SEWE EASEMENT iD 0 N85 °01'49 "0 4• _ INST.j 96GIC64 r- q 3�`�6•'+F JL1 I DED. STREET R W lV co BLOCK V 03 4 rANITAI7 rtR Ev;En`ti °' � 11r k ,a PT II BLOCK A I 2.09 ACRES N�;6 � - ti j 8g .;; 9505566240. 19.163 ACRES o (HAMILTON O N •�-, A� Ar o - I •m�N BLOCK Al Ia BLOCK A2 (BOONE CO.) : AMILTON CO.) 0 16.793 ACRES ,3369 ACRES J.S.IOAND BLOCK C K C VICKI L SNIDER W I 1 OR 239, P 692 (6.5 ACRES) w 1.782 ACRES U- Let t0 P.. BOLT �a ` a .� C N�a Ln O N W PARCL I OF �Q I TITLE MMIT ?.SENT #,000389796 81 Q v 01 INST. fit- -55474 r�. IIP PR UCTS CORPORATICN �, N I PARCEL 11 OF i (,3.182 A (DEED)) \ �. Z Lt� TITLE COMMITMENT k0C0 69796 � 4 Q �i13 4�aq' Z I ` 2�3• \ RW DEDICATICNN (I 7C7 SI!aPLE) LLJ m cn I INST. 20CGG0000. 00007274 \ 1 co BLOCK B 0.827 ACRES REBAR FOUND 0. ^4'S &0.8'E ' 0 CA,CUL�AIED C0PNER -SP. � I 1 244.13 IS p I -�„� , �- -- -- - 3.9' GAP 6ET�,ZEN o ^`. -- V • "C_r r- DEED LINES PJ0 3'471Y- 8.58 245.5$ ° _ • I 15' OVERLAP 85 04'^ W 1 1+ BE i MIEN DEED LINES 857.B7' 9 <g,17' PCiNT Or :?tC1NNlNG -' A ADJCINER: r I 7.191_ C PEARSCN REALTY LLC LOT 7 INST.# 94380904 2.5' ' ANDRAD37 INDUSTRIAL PARK H PARCEL II S 85°04'56 w i SECTION 11 ; 61.28 LOT 1 ADJO_ INS \ VASEY ENTERPRISES, LLC INST.# 9611901 e ADJOINER: FOG SERVICES, INC DR 242, P 638 LOT 10 REPLAT OF LOTS 1 11iRU 4 AND LOTS 7 THP.0 9 OF ANDRADE INDUSTRIAL PARK SECTION 1 PC 6, P 52 09/16/05 DRAWN BY: CLH • ►� tn O S c U0 M 1� �'r, -.P• Z I 1 ACJCItJEn' LOT 6 ANDRAC= iNDUSTRiAL PARK I \ 1 1 1 , SEWER EASEMENT INST.; 9609505537 A- 0 S &1 *15151 , r , 22.56' AuVENT EVANGELICAL LUTHERAN CHURCH LS -MS • � �'• � e / INGRESS - EGRESS EASEMENT • P ' ?. INST.J9550148 •�' R/W DEDICATION '""� - T ..-2-6-- 0-•-.. ,8 .` -- V _ I n `� __ ��97� j g 7 r{ O 2' S� � � 8�= �N °�" { ! . � INST. f 9605157 ?_ 15' DRAINAGE, UTILITY ` AND SEWER EASEMENT 1 INST.0002957 Y BENIN / SIGN EASEMENT INST.0002957 PAftXV+A 6ENNETT d \ \ \ t y + ; ` ".aid °Z• -r� F - E�� ` f ! -_r \ , , T ° 3;611 Z . _ �- --' � .-- — sal,0, AND SEWER EASEMENT / --- INST.DCv2957 R /'N DEDICA UGN + tt 7 — — — INST.0002957 l — — N ' N05 °28'24 "NJ - 18.OD� -- _ _ _r I C° BLOCK �/ ®2 B (BOONE CO.) 589 19'43 "w - 18.00' j �N 0.128 ACRES �° 0 / / © CURVE DATA / R 53" a 8500' T = 16.55' t ` " a- / / L - 26.77' r / / C = 24.37' • I BLOCK E j BLOCK D r Z 2.848 ACRES ; ! 3.794 ACRES z 0 BLOCK F Q8 CURVE DATA Cn ` 2 ACRES c 9 G = 37°01'57 ' V p ,G �N 1 R R = 100.00' � c w T = 33.49' L ° 64.63' ' a a C 63.52' z Q3� CA = " c f sas °ts' •w - 1oo.oaa 3'' �° - �� , ��' ' � \�i ADJOINER: ° 'C� �O i �• nfolob INST.#02C8557 w I N� ?5' S�' I j � (HAMILTON CO.) 3.666 ACRES l , O CURVE VE DATA s �' °� 'c,y 1 1\ A 123 °31'37" ( 4A4 9 QC) 573 �� R 60,00' I �' 1 T 111.73' w ' ?CEL I Cr 20' Y+�DE SANITARY SEWER EASE�ENT L = 129.36' 1 O8 . PARCEL II OF a� I ?Y E CC61Mi T1, ENT 'Cu339797 OR 256, P427{, C 105.72' S 36 E TITLE CG ? "dITMEi4? CCC359797 �/ oc INST. 9E03S05536 1 i1 / i I RW DEOICATIONI FEE Sir"LE � 1- Q• � _— 582 AC TRACT E :N1vETT F�•�.IR.Y FA .0 ( �o { F Q� INST.# 20000G000000007272 REZONING DOCUMENT TO 8 -3 �IP.iNC_R Ot- FAI�� L OF IiJ�T.;1{ 88.283 LOT 2 REBAR FOUND ' / :NIST. - 807731 GENNETT TECHNOLOGY PARK PLAT I P8 13, P 19 r; : O acv SENNETT FAYiLY FARM 1 ` ADJOINER: CD z ��. OR 233, P 604 a• _ -- QUAD3, LLC $ ,� ^� REMA ZER OF PARCEL 2 INST. ^,00539 ' Ln • • I G? a, 3 REBAR F -- � •4503 � � •,47 A N n `SA " ;1 AY SEWE EASEMENT iD 0 N85 °01'49 "0 4• _ INST.j 96GIC64 r- q 3�`�6•'+F JL1 I DED. STREET R W lV co BLOCK V 03 4 rANITAI7 rtR Ev;En`ti °' � 11r k ,a PT II BLOCK A I 2.09 ACRES N�;6 � - ti j 8g .;; 9505566240. 19.163 ACRES o (HAMILTON O N •�-, A� Ar o - I •m�N BLOCK Al Ia BLOCK A2 (BOONE CO.) : AMILTON CO.) 0 16.793 ACRES ,3369 ACRES J.S.IOAND BLOCK C K C VICKI L SNIDER W I 1 OR 239, P 692 (6.5 ACRES) w 1.782 ACRES U- Let t0 P.. BOLT �a ` a .� C N�a Ln O N W PARCL I OF �Q I TITLE MMIT ?.SENT #,000389796 81 Q v 01 INST. fit- -55474 r�. IIP PR UCTS CORPORATICN �, N I PARCEL 11 OF i (,3.182 A (DEED)) \ �. Z Lt� TITLE COMMITMENT k0C0 69796 � 4 Q �i13 4�aq' Z I ` 2�3• \ RW DEDICATICNN (I 7C7 SI!aPLE) LLJ m cn I INST. 20CGG0000. 00007274 \ 1 co BLOCK B 0.827 ACRES REBAR FOUND 0. ^4'S &0.8'E ' 0 CA,CUL�AIED C0PNER -SP. � I 1 244.13 IS p I -�„� , �- -- -- - 3.9' GAP 6ET�,ZEN o ^`. -- V • "C_r r- DEED LINES PJ0 3'471Y- 8.58 245.5$ ° _ • I 15' OVERLAP 85 04'^ W 1 1+ BE i MIEN DEED LINES 857.B7' 9 <g,17' PCiNT Or :?tC1NNlNG -' A ADJCINER: r I 7.191_ C PEARSCN REALTY LLC LOT 7 INST.# 94380904 2.5' ' ANDRAD37 INDUSTRIAL PARK H PARCEL II S 85°04'56 w i SECTION 11 ; 61.28 LOT 1 ADJO_ INS \ VASEY ENTERPRISES, LLC INST.# 9611901 e ADJOINER: FOG SERVICES, INC DR 242, P 638 LOT 10 REPLAT OF LOTS 1 11iRU 4 AND LOTS 7 THP.0 9 OF ANDRADE INDUSTRIAL PARK SECTION 1 PC 6, P 52 0 80' 40' 0' 80' 160' SCALE: V=80' Modernized :?ascription 37.181 Acre,, Updated Jule 22, 2005 Part of the 'Nest Half of Section 6, Township 17 North, Range 3 East and part of the Southeast Quarter of Section 1, Township 17 North, Range 2 East located within Boone and Hamilton Counties, Indiana being more particularly described as follows: Commencin,l at the Southwest Corner of the Southwest Quarter of said Section 6; thence North 00 degrees 30 minutes 47 West (an assumed bearing) 1297.71 feet along the West Line of the Southwest (quarter of said Section 6 to the southwest corner of the 8.182 acre tract of land d °scribed within Instrument Number 9555474 of the Hamilton County Recorder's Office and the POINT OF BEGINNING; thence North 00 degrees 30 minutes 47 seconds West 8.58 feet along said West Line; thence South 85 degrees 04 minutes 56 seconds West 919.15 feet to the eastern boundary line of the 6.5 acre tract of land described within Deed Record 239, Page 692 of the Boon County Recorder's Office; thence North 00 degrees 29 minutes 17 seconds West 690.76 feet along the eastern boundary line of said 6.5 acre tract to the southern boundary line of Lot 2 of }he Bennett Technology Park Plat recorded as Plat Book 13, Page 19 of the Boone County Recorder's Office, the following two (2) courses are along the southern and eastern boundary line of said Lot 2; 1) thence North 85 degrees 01 minute 49 seconds East 13.41 feet; 2) thence North 00 degrees 40 minutes 17 seconds West 159.19 feet to the eastern right -cf- way line of '-ennox Court as defined by Plat Book 13, Page 19 of the Boone County Recorder's Office, said paint being located on a non tangent curve concave to the northwest, said point being locat +:d South 00 degrees 40 minutes 17 seconds East 60.00 feet from the radius point of said curve, the following four courses are along the eastern right -of -way line of Lennox Court; 1) thence Northeasterly along said curve 129.36 feet to a point of reverse curvature (non tangent), said point Eeing located North 55 degrees 48 minutes 06 seconds East 60.00 feet from the radius point: of curve #1 to the point and being located South 52 degrees 17 minutes 46 seconds West 100.00 feet from the radius point of said reverse curve; 2) thence Northerly along said reversc curve 64.63 feet to its point of tangency, said point being located South 89 degrees 19 minutes 43 seconds West 100.00 feet from the radius point of said curve; 3) thence North 00 degrees 40 minutes 17 seconds West 258.54 feet to a point of curvature to the right, said point being located South 89 degrees 19 minutes 43 seconds West 18.00 feet from the radius poin-. of said curve; 4) thence Northeasterly 26.77 feet along said curve to its point of tangency t( .. tile southern right -of -way line of the Bennett Parkway as defined by Instrument Number 96-)5157 of the Boone County Recorder's Office, said point being located North 05 degrees 28 minutes 24 seconds West 18.00 feet from the radius point of said curve, the following fc-ir (4) courses are along the southern right -of -way line of Bennett Parkway; 1) thence Nor :h 84 degrees 30 minutes 05 seconds East 656.29 feet; 2) thence North 79 degrees 07 minutes 33 seconds East 93.76 feet; 3) thence North 73 degrees 44 minutes 45 seconds East 270.321 fe t; 4) thence South 61 degrees 15 minutes 15 seconds East 22.56 feet to the western rig it -of -way line of U.S. 421 as described by Indiana Department of Transportation Project No, STP- 135 - 2(008), the following five (5) courses are along the western right -of -wo line of said U.S. 421; 1) thence South 16 degrees 14 minutes 57 seconds East 630.72 feet; 2� thence Sour? 12 degrees 46 minutes 01 second East 162.05 feet; 3) thence South 14 degrees 12 minutes 47 seccnds East 233.15 feet; 4) thence South 21 degrees 32 minutes 49 seconds East 330.2.2 feet; 5) South 18 degrees 06 minutes 30 seconds East 4.38 feet; thence South 84 degrees 11 rninutes 35 seconds West 550.71 feet to the POINT OF BEGINNING containing 37.181 acrf s, more cr less. I, the un,'es. s.on_: d, �`iereUy� c rt; y tract 1 am a r;.g sterc�d P! I.J. iL^ Land Sur /eyor licensed in compliance with the laws of the State of Indiana, that the iNithin plat represents a Plat for Dedication of Right- Of -ltJoy surveyed within the recorded plats of survey and, to the best of knowledge and belief, there has been no change from the conditions revealed by said plat of survey. Witness rry signature this P R EL I M I N A R Y Professional Land Surveyor day of _ , 2005. PLAN COMMISSION CERTIFICATION In accordance with the Boone County Plan Commission and pursuant to the Subdivision Control Oricnance. Adopted by the Boone County Plan Commission at a meeting held Boone County Plan Commission President Secretary 09/16/05 DRAWN BY: CLH • ►� tn O S c U0 M MTL �'r, -.P• Z ACJCItJEn' LOT 6 ANDRAC= iNDUSTRiAL PARK ST -LPHEN HiLBERT ^' '�R' ILD FE30�y ERV'CES, INC ANCRACE LLC DR `54' P 89n SEC CN li TRUS TEE INST.# 0213185 c ' z OR 242, P 638 .fir T Sw C042, Sw 1/4 VIP SEC 8,T17N,R3E 0 80' 40' 0' 80' 160' SCALE: V=80' Modernized :?ascription 37.181 Acre,, Updated Jule 22, 2005 Part of the 'Nest Half of Section 6, Township 17 North, Range 3 East and part of the Southeast Quarter of Section 1, Township 17 North, Range 2 East located within Boone and Hamilton Counties, Indiana being more particularly described as follows: Commencin,l at the Southwest Corner of the Southwest Quarter of said Section 6; thence North 00 degrees 30 minutes 47 West (an assumed bearing) 1297.71 feet along the West Line of the Southwest (quarter of said Section 6 to the southwest corner of the 8.182 acre tract of land d °scribed within Instrument Number 9555474 of the Hamilton County Recorder's Office and the POINT OF BEGINNING; thence North 00 degrees 30 minutes 47 seconds West 8.58 feet along said West Line; thence South 85 degrees 04 minutes 56 seconds West 919.15 feet to the eastern boundary line of the 6.5 acre tract of land described within Deed Record 239, Page 692 of the Boon County Recorder's Office; thence North 00 degrees 29 minutes 17 seconds West 690.76 feet along the eastern boundary line of said 6.5 acre tract to the southern boundary line of Lot 2 of }he Bennett Technology Park Plat recorded as Plat Book 13, Page 19 of the Boone County Recorder's Office, the following two (2) courses are along the southern and eastern boundary line of said Lot 2; 1) thence North 85 degrees 01 minute 49 seconds East 13.41 feet; 2) thence North 00 degrees 40 minutes 17 seconds West 159.19 feet to the eastern right -cf- way line of '-ennox Court as defined by Plat Book 13, Page 19 of the Boone County Recorder's Office, said paint being located on a non tangent curve concave to the northwest, said point being locat +:d South 00 degrees 40 minutes 17 seconds East 60.00 feet from the radius point of said curve, the following four courses are along the eastern right -of -way line of Lennox Court; 1) thence Northeasterly along said curve 129.36 feet to a point of reverse curvature (non tangent), said point Eeing located North 55 degrees 48 minutes 06 seconds East 60.00 feet from the radius point: of curve #1 to the point and being located South 52 degrees 17 minutes 46 seconds West 100.00 feet from the radius point of said reverse curve; 2) thence Northerly along said reversc curve 64.63 feet to its point of tangency, said point being located South 89 degrees 19 minutes 43 seconds West 100.00 feet from the radius point of said curve; 3) thence North 00 degrees 40 minutes 17 seconds West 258.54 feet to a point of curvature to the right, said point being located South 89 degrees 19 minutes 43 seconds West 18.00 feet from the radius poin-. of said curve; 4) thence Northeasterly 26.77 feet along said curve to its point of tangency t( .. tile southern right -of -way line of the Bennett Parkway as defined by Instrument Number 96-)5157 of the Boone County Recorder's Office, said point being located North 05 degrees 28 minutes 24 seconds West 18.00 feet from the radius point of said curve, the following fc-ir (4) courses are along the southern right -of -way line of Bennett Parkway; 1) thence Nor :h 84 degrees 30 minutes 05 seconds East 656.29 feet; 2) thence North 79 degrees 07 minutes 33 seconds East 93.76 feet; 3) thence North 73 degrees 44 minutes 45 seconds East 270.321 fe t; 4) thence South 61 degrees 15 minutes 15 seconds East 22.56 feet to the western rig it -of -way line of U.S. 421 as described by Indiana Department of Transportation Project No, STP- 135 - 2(008), the following five (5) courses are along the western right -of -wo line of said U.S. 421; 1) thence South 16 degrees 14 minutes 57 seconds East 630.72 feet; 2� thence Sour? 12 degrees 46 minutes 01 second East 162.05 feet; 3) thence South 14 degrees 12 minutes 47 seccnds East 233.15 feet; 4) thence South 21 degrees 32 minutes 49 seconds East 330.2.2 feet; 5) South 18 degrees 06 minutes 30 seconds East 4.38 feet; thence South 84 degrees 11 rninutes 35 seconds West 550.71 feet to the POINT OF BEGINNING containing 37.181 acrf s, more cr less. I, the un,'es. s.on_: d, �`iereUy� c rt; y tract 1 am a r;.g sterc�d P! I.J. iL^ Land Sur /eyor licensed in compliance with the laws of the State of Indiana, that the iNithin plat represents a Plat for Dedication of Right- Of -ltJoy surveyed within the recorded plats of survey and, to the best of knowledge and belief, there has been no change from the conditions revealed by said plat of survey. Witness rry signature this P R EL I M I N A R Y Professional Land Surveyor day of _ , 2005. PLAN COMMISSION CERTIFICATION In accordance with the Boone County Plan Commission and pursuant to the Subdivision Control Oricnance. Adopted by the Boone County Plan Commission at a meeting held Boone County Plan Commission President Secretary J•.dr:;�V k E. E mom DATE: 09/16/05 DRAWN BY: CLH • ►� tn O S c U0 M MTL JOB NO. Z o 0 0 d" c - .fir T of • • E Z VIP �AOw� Q a N Z r 4:1 CIN �NAlinv zf::�,= � a U - � Lin IE U UJ braLU LU �.J � IU � vat UW 4 _ } 2 � s STATi OF IN CERTIFIE BY as J•.dr:;�V k E. E mom DATE: 09/16/05 DRAWN BY: CLH CHWD BY: MTL JOB NO. I IN2005.0645 REVISIONS SHEET NO. OF IN2005.0645.071.C23.PP I, U 7 1 400' MICHIGAN ROAD CORRIDOR OVERLAY ZCe E_ I Ra -,, }� t L L l \ �X- 11J . _ ti r i li ti �y • �� LA I� �SQ.��. s L.-1 I V �J J I 1 I IN ID � I to I Ni GATEWAY PAMUON p� PLAN S�TE �KIDSCQ x1.00 , "_BP -0• r.... r \ " 1 • 1 ' . 1 i Id 1 . , -0- Q) • N o• Z SW CGR, Mw 1%4 SEC e,n;ri,R A O O 1 1 �d � d► ��Avw 400' MICHIGAN ROAD CORRIDOR OVERLAY ZONE C� S v (2� Kevin K Parsons & Associates, Inc. Iandscap erchlltei m Land Omnlq unto des!gn 212 West 10th Street ? Suite A -290 ? Indianapolis, Indiana 46202 317 -955 -9155 ? Fax 317- 955 -9455 PREPARED FOR: HERITAGE R.D.G. 3500 Remembrance Road, NW, Suite G Walker, Michigan 49534 P: 616.997.0261 F: 616.997.0269 E —Mail www. H ERI TAGERDG. com �Z CERTIFICATION NOT FOR CONSTRUCTION GATEWAY PAVILION ZIONSVILLE, IN CARMEL, IN SITE LANDSCAPE PLAN 05530 G Drawn: JMG Checked: J1.1L Scale: AS SHOWN Issue Revision: 09.1 E.0.. u SREIMOSCAPE PLAN � �00 SHEET � 1.C� 1 TREE AND � H��1: !i�HED�JLE KEY QTY. PLANT NAME SIZE SPACING NOTES AMELANCHIER G. 'AUTUMN BRILLIANCE' AG 4 AUTUMN BRILLIANCE SERVICEBERRY 11/21 CAL AS SHOWN FULL, STRONG STRAIGHT TRUNK ACER RUBRUM 'FRANKSRED' PO AR 28 RED SUNSET MAPLE 21/2' CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK QUERCUS PALUSTRIS ACER SACCHARUM'GREEN MOUNTAIN' GP AS 12 GREEN MOUNTAIN MAPLE 21/2' CAL AS SHOWN FULL, STRONG STRAIGHT TRUNK 6 QUERCUS RUBRA BERBERIS THUNBERGII'CRIMSON PYGMY' BT RED OAK CRIMSON PYGMY BARBERRY 18-24° B&B 36° O.C. MATCHED, FULL TO GROUND SPIRAEA X BUr�'IALDA'ANTHONY ti'VATERER' X S KOREANA `GREEN VELVET S13 IC BK 96 GREEN VELVET BOXWOOD 18-24° BBB 36" O.C. MATCHED, FULL TO GROUND SALIX X BABYLONICA ILEX GLABRA'COMPACTA' CORNUS P.LBA'ELEGANTISSIMA' SB1 IG CA 86 VARIEGATED REDTWIG DOGWOOD 1 5-24' B&B 36° O.C. MATCHED, FULL TO GROUND SYRiNG.A RETICULATA 9VORY SILkC JUNIPERUS VIRGINIAI�A'GREY OWL' CERCIS CANADENSIS SR 4 cc 3 EASTERN REDBUD 11/2' CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK TAXUS X MEDiA'DENSIFORMIS` LJRIODENDRON TULIPIFERA CORNUS FLORIDA TM LT CF 4 FLOWERING DOGWOOD 11/21 CAL AS SHOWN FULL, STRONG STRAIGHT TRUNK oil KEY QTY, FLANT NAME SIZE SPACING NOTES CPATAECUS P "u- IAEr10PYRUf�1 CP 15 WASHINGTON HAWTHORNS 1 112" CAL. AS SHO`v"JN FULL, STRONG STS GHT TRUN FRAXINUS AMER►CANA'AUTUMN PURPLE` PO FA 28 AUTUMN PURPLE ASH 21/2° CAL. AS SHOWN FULL, STRONG STI 11001GHT TRUNK QUERCUS PALUSTRIS GINKGO B:LOBA'AUTUr'�!N GOLD' GP GB 16 AU1111IN GOLD GINKGO 21/2' CAL. AS SHOWN FULL, ST BONG STRINGHT TRUNK 6 QUERCUS RUBRA GL.EDITSIA TRIACANTHOS I. 'SKYCOLE' GT RED OAK SMNE HONEYL000ST 21/2" CAL. AS SHOWN FULL, STRONG STR,'GHT TRUNK SPIRAEA X BUr�'IALDA'ANTHONY ti'VATERER' ILEX CRENATA'COMPACTA S13 IC 1 COMPACT JAPANESE HOLLY 18-240 B&B 3<6, O.C. MATCHED, FULL TO GROUND SALIX X BABYLONICA ILEX GLABRA'COMPACTA' SB1 IG 68 COMPACT INKBERRY 18-24" B &B 36" O.C. PATCHED, FULL TO GROUND SYRiNG.A RETICULATA 9VORY SILkC JUNIPERUS VIRGINIAI�A'GREY OWL' SR 4 63 GREY 0��. JUNIPER 3 GALLON S' O.C. TAXUS X MEDiA'DENSIFORMIS` LJRIODENDRON TULIPIFERA TM LT 16 TULIP TREE 21/2° CAL. AS 5;- 1011,iN FULL, S-0 ROP,;G STi,IGIiT TRU��K KEY QTY PLANT IN1E SIZE SPACING NOTES PICEA ABUES PA s NORWAY SPRUCE 6' HT. AS SHOWN FULL TO GROUND, MATCHED � LATINUS OCCIDENTALIS PO 7 A1ER CAN SYCAMORE 21/2' CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK QUERCUS PALUSTRIS GP 12 PIN OAK 21/2' CAL-. AS SHOWN FULL, STRONG STRAIGHT TRUNK OR 6 QUERCUS RUBRA RED OAK 2112' Cr�l -. AS SN�O'r "JN FULL, STRONG STRAIGHT TRUNK SPIRAEA X BUr�'IALDA'ANTHONY ti'VATERER' S13 1 ANTHONY WATERER RED SPIREA 18-24, B&B 36' O.C. MATCHED, FULL TO GROUND SALIX X BABYLONICA SB1 5 GREEN WEEPING WILLOW 212 - AS SMO`NN FULL, STRONG STRAIGHT TRUNK SYRiNG.A RETICULATA 9VORY SILkC SR 4 DORY SILK JAPANESE TREE LILAC 1 1/2' CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK TAXUS X MEDiA'DENSIFORMIS` TM 144 DENSE SPREADING YEW 18-24 36° O.C. MATCHED, FULL TO GROUND GATEWAY PAV'VILOrJ n i SDTE LANDSCAFmDE pLAN _ -i i4 y <' L is Kevin K Parsons & Associates, Inc. Iandwaa Emhbclum land PoMN urbo d -Agn 212 West 10th Street ? Suite A -290 ? Indianapolis, Indiana 46202 317 -955 -9155 ? Fax 317 -955 -9455 PREPARED FOR: HERITAGE R.D.G. 3500 Remembrance Road, NW, Suite G Walker, Michigan 49534 P: 616.997.0261 L1 F. 616.997.0269 E— Mail www.HERITAGERDG.com CERTIFICATION NOT FOR CONSTRUCTION GATEWAY PAVILION zioNSViLLE, IN cARMEL, IN SITE LANDSCAPE PLAN Project: 05530 Drawn: JMG Checked: JML Scale: AS SHOWN Issue Date: 09.16.05 Revision: SITE LANDSCAPE PLAN �101 W011 ET 1111111111 HEC i lJL-E KEY QTY. PLANT NAME SIZE SPACING NOTES SPACING NOTES AMELANCHIER G.'AUTUMN BRILLIANCE 10 CRATAEGUS PHAENOPYRUM AG 4 AUTUMN BRILLIANCE SERVICEBERRY 1 1/2° CAL. AS SHOWN FULL, STRONG STRAIGHT TRUN'{ AS SHOWI`J FULL, STRONG STI.,�.IGHT TRUNK ACER RUBRUM'FRANKSRED 14 FRAXINUS AMERICANA 'AUTUMN PURPLE' 21/2' CAL. AR 41 RED SUNSET MAPLE 21/2' CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK AS SHO°vN'ly FULL, STRONG STRAIGHT TRUNK ACER SACCHARUM'GREEN MOUNTAIN' 1 S GINKGO BILOPA'AUTUMN G ®�° 1 1/2' CAL. AS 10 GREEN MOUNTAIN MAPLE 21/2" CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK AS SHOV�I � FULL, STRONG SIGHT TRUNK BERBERIS THUNBERGII'CRIMSON PYGMY GLEDifSIA TRiACANTHOS I. `SKYCOLE' ii BT 78 CRIMSON PYGMY BARBERRY 18-24" B&B 36' O.C. MATCHED, FULL TO GROUI0 AS SHOWN FULL, ST�iONG STRAIGHT TRUNK BUXUS KOREANA'GREEN VELVET ILEX CRE��vATA'COMPACTA' BK 142 GREEN VELVET BOXWOOD 18-24" B&B 36' O.C. MATCHED, FULL TO GROUND 3a" O.C, MATCHED, FULL TO GROUND CORNUS ALBA'ELEGANTISSIMA' ILEX GLABRA'COMPAGTN CA 101 VARIEGATED REDTWIG DOGWOOD 18-24" B&B 36' O.C. MATCHED, FULL TO GROUND 38' O.G. MATCHED, FULL TO GROUND CERCIS CANADENSIS LIRIODENDRON TUUPIFERA CC 13 EASTERN REDBUD 11/21 CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK FULL, STRONG STRAIGHT TRUNK CORNUS FLORIDA CF 8 FLOWERING DOGWOOD 1 1/2' CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK MATCHLINE 001 1 -e nn KEY QTY. PLANT NAME SIZE SPACING NOTES PP 10 CRATAEGUS PHAENOPYRUM AS SHOWN FULL TO GROUND, MATCHED CID 12 WASHINGTON HAWTHORNS 1 1/2' CAL. AS SHOWI`J FULL, STRONG STI.,�.IGHT TRUNK QR 14 FRAXINUS AMERICANA 'AUTUMN PURPLE' 21/2' CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK FA AUTUMN PURPLE ASH 21/2' GAL. AS SHO°vN'ly FULL, STRONG STRAIGHT TRUNK GB 1 S GINKGO BILOPA'AUTUMN G ®�° 1 1/2' CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK TM 245 AUTUMN GOLD GINKGO 2112" CAL, AS SHOV�I � FULL, STRONG SIGHT TRUNK GLEDifSIA TRiACANTHOS I. `SKYCOLE' ii GT 28 SKYLINE HONEYLOCUST 21/2a CAL. AS SHOWN FULL, ST�iONG STRAIGHT TRUNK ILEX CRE��vATA'COMPACTA' sC 81 COMPACT JAPANESE HOLLY 1 &-22-4213W 3a" O.C, MATCHED, FULL TO GROUND ILEX GLABRA'COMPAGTN IC 55 COMPACT INKBERRY 18-24' B&B 38' O.G. MATCHED, FULL TO GROUND LIRIODENDRON TUUPIFERA Li I 4 TUCK TREE 21/2' CAL. AS SHa4Nl FULL, STRONG STRAIGHT TRUNK KEY QTY' PLANT NAME SIZE SPACING NOTES PP 10 PICEA PUSJGENS GLAUGA COLORADO BLUE SPRUCE AS SHOWN FULL TO GROUND, MATCHED QF 10 QUERCUS PALUSTRIS PIN OAK 21/2' CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK QR 14 QUERCUS RUBRA RED OAK 21/2' CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK SB SPIRAEA X BUVIALDA'ANTHONY WATERER' ANTHONY WATERER RED SPIREA 15-24 B&B 38" O.C. MATCHED, FULL TO GROUND SR g SYR "NGA RETICULATA'NORY SILK IVORY SILK JAPANESE TREE LILAC 1 1/2' CAL. AS SHOWN FULL, STRONG STRAIGHT TRUNK TM 245 TAXUS X MEDIA'DENSIFORMiS' DENSE SPREADING YEW 18-24' B&B 3S" O.C. MATCHED, FULL TO GROUND ii S�TE LANDSCAPE FmDLAN -a u 1_n1 nu L_ o .vc 1 _UU _V S EE e Czl Kevin K Parsons & Associates, Inc. land- pa a &&ectum land 0anni,^g urtm dasqlgn 212 west 10th Street ? Suite A -290 ? Indianapolis, Indiana 46202 317- 955 -9155 ? Fax 317 - 955 -9455 PREPARED FOR: HERITAGE R.D.G. 3500 Remembrance Road, NW, Suite G Walker, Michigan 49534 P: 616.997.0261 F: 616.997.0269 E— Mail tivww.HERITAGERDG.com CERTIFICATION NOT FOR CONSTRUCTION EWAY PAVILION ZIONSVILLE, IN CARMEL, IN SITE LANDSCAPE PLAN ,Project: 05530 Drawn: JMG Checked: JML Scale: AS SHOWN EET Ll U`1 Revision: Date: 09.16.05 Revision: SITE LANDSCAPE PLAN <1 0 2 3" SHREDDED HARDWOOD MULCH DO NOT PLACE MULCH WITHIN 3' OF STEMS. MULCH ENTIRE BED PLACE SOIL BALL 1w HIGHER THAN ADJACENT EXISTIN G GRADE. DO NOT PLACE SOIL NIGHER THAN (NURSERY CCNDITIOINS. FINISH GRADE CUT AND REMOVE BINDINGS AND BURLAP FROM STEM BACKFILL MIX. - SEE SPECIFICATION UNUL'SYURBEL " ',/ SUBGIRADE 01 S n n U I'D FmDLA N T � N D E TAA �L' �,4iEq� +�,l' P:�b�OL60�l L1.03 PJTS NOTES GEN EFIAL NOTES: 1, UTILITY LOCATION NOTE: THE LANDSCAPE ARCHITECT IS NOT LIABLE FOR PROPOSED OR EXISTING UNDERGROUND OR OVERHEAD UTILITY LOCATIONS THAT HAVE BEEN REVISED EITHER IN THE FIELD OR ON THE CIVIL ENGINEERING DIVA toNGS RELEASED AFTER THE SOURCE DATE SHOWN ON THE LANDSCAPE ARCHITECTURE DRAWINGS. ALL LOCATIONS SHOWN ARE APPROXIMATE AND BASED ON INFORMATION SUPPLIED BY EITHER THE CIVIL ENGINEER, SURVEYOR, OWNER. AND /OR MEASURED IN THE FIELD. IF DISCREPANCIES ARE PRESENT, CONTRACTOR SHALL NOTIFY OVINE I AND LANDSCAPE ARCH 17 -CT IMMEDIATELY AND PRIOR TO BEGINNING WORK. 2. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. 3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PREPARATION, MATERIALS, DELIVERY, INSTALLATION �' AND INITIAL MAINTENANCE FOR THE LANDSCAPE PORTION OF THE PROJECT AS SHOWN ON THE DRAWING AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT f,4.AY BE REQUIRED FOR HIS PORTION OF WORK. 4. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER'S REPRESENTATIVE. 5. ALL UTILITIES SHALL BE LOCATED AND MARKED/FLAGGED PRIOR TO BEGINNING WORK. RELOCATE PLANTS FROM 014ER OR UNDER UTILITIES. RELOCATION SHALL BE APPROVED PRIOR TO INSTALLATION. 6. CLEAN UP ALL DEBRIS AND REMOVE FROM SITE, REPAIR ALL DAMAGED OR DISTURBED AREAS CAUSED BY LANDSCAPE WORK. 7. SOURCE DATE: BASE SITE AND UTILITY PLAN, AND /OR SURVEYING INFORMATION SUPPLIED BY AMERICAN CONSULTING, INC., (ENGINEER), TO THE LANDSCAPE ARCHITECT ON (LAST REVISED DATE) SEPTEMBER 13,2005. DO FOOT CUT LEADER PLACE SOIL EAL L 1" HIGHER TFukN ADJACENT FINISH GR DE DO KOT COVER TOP OF ROOT BALL Wiff H SOIL, MULCH BLED AaS 3PECuF12D HINISH GRADE CUT AMID RIENZCVE B'URLA.0 AwND \, BINDINGS FROM STEM T ALA P SO y AL'R0UND ROOT BALL EASE F]RM LY W GTH FOOT P7tESSURETO EN SURE ROOT SALL DOES NOT SHt"!=T PLACE ROOT BALD. ON U.NDISTU ED - S'UBGRADE UND" TU BED SUBGRADE SHREDDED HARDWOOD B& %'xf iMULGH 3" IN DEPTH DO NOT PLACE MULCH WITHIN 39 O7TRUNK. F1,ULCH FULL 0 AML=7R OF Fff. BACK( ILL M RE AS SPECIFIED 0[Onff C�J' � Y 'ir�A�`I L� �)' I'`�r 6n uu 2 1, ! �I J DETA�L L1.03 NTS FL/A GAG NOTLR�23o 1. REMOVE WEEDS, ORGANIC MATTER AND ROCKS LARGER THAN 1.52 FROM SOIL. 2. BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 255 A.PPrROVED COMPOST. TOP LAYER OF BACKFILL SHALL BE 1C-O% OF SURROUNDING TOPSOIL. A 5-10 -5 ANALYSIS SLOW RELEASE FE.FMLILER SHALL BE INCORPORATED INTO BAC- KFILLAT APPROVED RATES. 3. THE TOPS OF ALL TREE AND SHRUB ROOT BALLS TO BE PLACED A MAXIMUM OF TV-i'0 (2) ! NCHES ABOVE FINAL GRADE. ALLTREES LOCATED OUTSIDE OF BEDS SHALL HAVE A MINIMUM SIX ( FOOT DIA; ETER NOS- LIPPED SAUCER AROUND PLANTING PTT. ALL SAUCERS SHALL BE WEED AND GRASS FREE. AdN APPROVED PRE - EMERGENT H ERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY (MANUFACTURER FOR EACH PLAINT VARIETY. 4. ALL TREE SAUCERS AND PLANTING BEDS SHALL RECEIVE MINIMUM OF THREE (3) INCHES GRADE A, SHREDDED HARD10VOOD BARK MULCH. NO CYPRESS, ARTIFICgAL OR DYED MULCH ALLOWED. 5. NO SUBSTITUTIONS OF PLANT MATERIALS `N"iLL BE ALLO`A.'ED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTFY LANDSCAPE ARCHITECT/ 01vVNERS REPRESENTATIV !N WRITING. ALL PLANTS SHALL BE L'INSPECTED A3VD TAGGED WITH PROJECT I.D. AT NURSERY OR CO1'TTRACTORS OPERATIONS PRIOR TO MOVING TO JOB SITE. PLANTS MAY BE I� JSPECTED AND APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT OR OVAJER'S REPRESENTATNE . 6. THE OWNER, OWNER'S AGENT OR THE LANDSCAPE ARCHITECT RESERVES THE RI GHT TO REJECT ANY AND ALL. PLANT MATERIALS AT ANY TIME DURING THE COURSE OF- THE PROJECT UNTIL PROJECT IS ACCEPTED BY THE GVVNER. 7. LANDSCAPE CONTRACTOR SI-zALL LAYOUT AND STAKE ALL PLAN r LCCATIONS AS SILHO N ON THE DRAWINGS PRIOR TO INSTALLATION. O'ARNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT SHALL INSPECT AN!D APPROVE PLANT LOCATIONS FOR ACCURACYAND COMPLIANCE WITH DESIGN INTENt' PRIOR TO INSTALLATION. 8. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE PLAWI NG OF SPECIFIED PLAffS AND MAINTAINING ALL PLANT MATERIALS IN AN ALIVE AND QUALITY CONDITION UNTIL ACCEPTANCE BY THE OVJIVER. THIS IINCLUDES AS A MINIS 1UM: WATERING, WEEDING, INSECT AND DISEASE CONTROL, PRUNING OF DAMAGED OR UNSIGHTLY LIMBS, AND KEEPING PLANTS IN TRUE AND UPRIGHT POSITIONS. CONTRACTOR SHALL GUARAI'TTEE ALL PLANT MATERIAL TO REMAIN ALIVE A, "aD HEALTHY FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL REPLACEMENTS SHALL BE PAID FOR BY TI E: CO of uRACTOR AT NO ADDITIONAL COST TO THE OWNER. GUARANTTEE REPLACEMENTS SHAL! . BE AS DIRECTED BY THE OIVVNER UNTI! FIMA.L ACCEPTANCE OF THE PROJECT FOLLOWING THE GUARN,,ITEE PERIOD. SELEM 1e AND FIREPARATMI: 1/2 WIDTH OF ROOT BALL .. III, at, .- - JJuN`T UIG BLINDO '71' 5 THE LAWO fil'UNA MXRGR u o MoTrcnon srRwce. sac. Call 1- 500 -3B2 -5544 2 Working Days Before You Dig. "NOTE: FLARE ROOT NEEDS TO BE PLANTED AT GRADE LEVEL TRUNK WRAPPING MATERIAL TO EXTEND FROM LOWEST BRANCH TO ROOTBALL 31 GRADE A SHREDDED HARDWOOD MULCH TOPSOIL FINISHED GRADE PLANTING BACKFILL SOIL FOR PIT REMOVE TOP ,V3 OF BURLAP AND ANY BINDERS FROM ROOTBALL UNDISTURBED SUBGRADE OO� G,ATEVVAY PAMIL110N SrLiADE�G�i�C� ��,��'�f8�v "� DETA�L L1.03 INTS 1. CONTRACTOR TO FINE GRADE AND PREPARE ALL SITE AREAS TO RECEIVE SEED. MAKE SITE SMOOTH TO FINAL GRADING PLAN EIVATIONS, FILL IN DEPRESSIONS, LOW SPOTS AND GRADE SMOOTH. 2. ALL LAWN AREAS WITHIN LA %"N LIMIT LINES TO RECEIVE 6' APPROVED STERILIZED TOPSOIL PRIOR TO SEEDING OPERATIONS. ONt TOPSOIL HAS BEEN PLACED, CONSTRUCTION ACTIVITY OF ANY KIND (EXCLUDING LANDSCAPING) SHALL NOT BE PERMITTED ON OR ACROSS ANY PLANING AREA. CONTRACTOR SHALLJLLY EXCAVATE ANY PLANTING AREA THAT IS DISTURBED AND REPLACE WITH APPROVED TOPSOIL. 3. HYDROSEEDING IS ACCEPTABLE. APPLY WITH APPROVED EQUIPMENT DESIGNED FOR PROFESSIONAL HYDROSEEDING APPLICATIVS AT RECOMMENDED RATES. 4. PROVIDE FRESH, CLEAN NEW CROP'PREMIUM' GRADE SEED AND SEED MIXES AS FOLLOWS: 40% KENTUCKY BLUEGRASS 30% PERENNIAL RYE GRASS 30% TURF TYPE TALL. FESCUE 5. APPLY SEED AT RATE OF MINIMUM 175 POUNDS PER ACRE (4 LBS/1000SF). 6. SCARIFY SOIL TO DEPTH OF 3 INCHES PRIOR TO APPLICATION. 7. LAWNS SHALL BE SEEDED FOLLO`,IVING SCARIFYING , FINAL GRADING, FERTILIZING, AND RAKING. LAWN SHALL BE FERTILIZED W/ 112 -12 ANALYSIS FERTERLIZER AT A RATE OF 10 lbs. /1000 s.f. APPLY SEED MIX AT SPECIFIED RATE, AND LIGHTLY RAKE INTO TOP 1/4 INCH OF SOIL. 8. MULCH SEEDED AREAS WITH STRAW MULCH AT RATE OF MINIMUM 1 1/2 TON PER ACRE (70 LBS /1000SF). CRIMP OR TACK STRAW MULCH TO REMAIN IN PLACE UNTIL COMPLETE GERMINATION OF SEiED AND ESTABUSHEaROWTH. 9. WATER AND MAINTAIN GRASS UNTIL STAND IS ESTABLISHED AND READY FOR MOWING AT MINIMUM 4 INCH HEIGHT. CONTYNUE Ti'rATER FOR A MINIMUM 30 DAYS OR UNTIL ACCEPTED BY OWWNER. 10. FOLLOWING SEEDING OPERATIONS, CLEAN UP EXCESS MATERIALS, AND CLEAN ALL BARK MULCHED AND PAVED AREAS. 11. FOL.LO`J'JIING GERMINATION, APPLY HERBICIDE TO ALL GRASS GROWTH IN PLANT MULCH AREAS. 12. ALL LAWNS SHALL BE GUARANTiEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF THE ONE YEAR GUANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE RESEEDED OR SODDED UNTIL AN ACCEPTABLE STAND OF GRS IS ESTABLISHED. 13. ALL DISTURBED LA�y'�'N AREAS SHALL BE SEEDED AS NOTED AND AS APPROVED BY OWNER'S REPRESEwATrvE AND LANDSCAPE �CHTTECT. W Kevin K Parsons & Associates, Inc. Isndzcapa vrN. re lend paynnlrg urn deign 212 West 10th Street ? Suite A -290 ? Indianapolis, Indiana 46202 317 -955 -9155 ? Fax 317 - 955 -9455 PREPARED FOR: HERITAGE R.D.G. 3500 Remembrance Road, NW, Suite G Walker, Michigan 49534 P: 616.997.0261 F: 616.997.0269 E- Mail www.HERITAGERDG.com CERTIFICATION NOT FOR CONSTRUCTION GATE'tNAY PP,VILION ZIONSVIEEE, IN CARMEL, IN PLAT \iTING NGTES & DEVILS Project: 05530 Drawn: JMG Checked: JML Scale: AS SHOWN Issue Date: 09.16.05 Revision: SITE LANDSCAPE PLAN - - - __ - ___ __ - __ - __ - - aF,j,,�, lie - , -j,,&�� -.r J�a,=, �;, Z-_.._-v,.'.�-1,r_' �a�i_-91;,�i"a:f, -A "L-,.,r � �%1,--,-,j�-,7;k��,�,Z"M.�.z�,,,-f�,144-,�",-,"4"ra�k,CT-, !&,k4-CK-;--'--- - ,�ae4,,.;��a,.,�,;r".k,,74-z;��,5,: ,:ZA�ar. _%�.Z:�qV��A_A, 0 - - - - 't 16,c�,,,,Tz,k��,ga�., ii — - — g--_f_.v"T, � T_ ,r"!,_ - 36A;xw .. . - - , ." - �� I 1- �� I . -1 __=1_4��_.___tAwla , " , . ��_ 11'__,IA�11 I I -- - -,i,e,t-;b-olk-,i^ioti-l-;�-I.E-�r.VA,'��-.W,y�.,A��'A'IILAI;�'AA-4��'t-'6�"�0"2"--,44"*�, , 'I� , " - k I , I., , , X�"A,2,c,z_ � � . .1 I .; - �, I - �� _eQ!!vk? ,4F -.r � I " I " �- I . - - - ,� n*xt , ,,�, -�21� * , I,- , - � . . 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INV N W --- 8 9 8 0 A-> (CORN) SANITARY SEWER EASEMENT INST.11 950956624-0 A A IVI I A ALTA "AC"z' N''D TITLE f`o�le F: T ,9z TOPOGRAPHIC SURVL �Q! Iii ST A ?2Q Vt Ui-A 'El T A 5C-ALE- % D Al J1 D A T'E 11�1% X PREPjL-\RL7Q FD F? -_ R"'ETAIL u"-%Ev' LOFUOU\ if f_%tJu v, y R "'it F4 1 XUCA 0'4 U _&N 1'_�14 Architects 7260 SHADELAND 'k4TXf10b1 Consultants 114 D I It, tiTA F 0 L I S!, I N 4 &2 51z5 - 3 � 17 Engineers (31'1) V3,7-5512'0 FAX: (317) 543.02 3 10 1" - 50' C_ C) 7 -- 21 - 0 1-11 DRAWN BY: JJ11-i CHECKED BY, E J S Copyright (C) 1966-2005 by Arner-Icun Cori�,iultlnq, I n c. 11 - I - - L� -A A * Z -A& �k= I a Z i'd REVISIONS DATE S 1- .1 F F T N11 0 v A R C 111 V I--- Ill,j J 0 0 N 0. 0 5 - 6 4-'-) PROPOSED P� PREPjL-\RL7Q FD F? -_ R"'ETAIL u"-%Ev' LOFUOU\ if f_%tJu v, y R "'it F4 1 XUCA 0'4 U _&N 1'_�14 Architects 7260 SHADELAND 'k4TXf10b1 Consultants 114 D I It, tiTA F 0 L I S!, I N 4 &2 51z5 - 3 � 17 Engineers (31'1) V3,7-5512'0 FAX: (317) 543.02 3 10 1" - 50' C_ C) 7 -- 21 - 0 1-11 DRAWN BY: JJ11-i CHECKED BY, E J S Copyright (C) 1966-2005 by Arner-Icun Cori�,iultlnq, I n c. 11 - I - - L� -A A * Z -A& �k= I a Z i'd REVISIONS DATE S 1- .1 F F T N11 0 v A R C 111 V I--- Ill,j J 0 0 N 0. 0 5 - 6 4-'-) � SEC 1,T17N,R2E SEC 6,T17N,R3E ,,,ROAD NAIL Ii:ON PIPE — — — — .. FOUND FOUND _ •---- .._..- .....-... 1� S88 °04'49 "W - 2664.15' N88°42 "liE �- 5120.96 IRON PIPE . I NI FOUND i (6: I ni • N. . I wI i ao : i I e I . i °I CALCULATED PER I SCHNEIDER SURVEY i " S89 °51'13 "E - 2492.47' S84 °30'22 W . - — .. — .. — ..s L.. • --- - • ' * 1355.73' �, � _ CALCULATED PER CALCULATED W Ya INDOT US 421 I CALCULATED PER ;nI hj I ROUTE SURVEY SCHNEIDER SURVEY CORNER, SEC 6 PER US . d-• n• 421 ROUTE SURVEY ( PLAT I c`nni (01 PLAT. 10.59' SOUTH . ` 1 AND 26.45' WEST OF - i I 'I SCHNEIDER ,I r-: CALCULATED CORNER I o I O I rn i • ° ' ° o, °I IRON PiPE I zI FOUND 9 "E - 2486.24' N88 °47'47 "E - 2660.82'.. J \,— S85 °17 54 W N88058'1 .. __._ .. — .. _._ ..._ ..� — — — — ..._ 1346.79' RAILROAD IRON PIPE IRON PIPE SPIKE FOUND FOUND FOUND SECTION DIAGRAM UTILITIES Electric PSI Energy (Cinergy) 1619 W. Deffenbough Kokomo, IN 46902 765- 454 -6182 Kevin Johnston Water Indianapolis Water Company 1220 Waterway Boulevard Indianapolis, IN 46206 317 -639 -1501 Stan Graves Gas Vectren Energy PO Box 209 One North Main Street Evansville, IN 47702 812- 491 -4765 Steve Rowlinson Cable Insight Cable 15229 Stony Creek Way Noblesville, IN 46060 317 - 776 -4484 Matthew Stringer Time Warner (Brighthouse) 3030 Roosevelt Avenue Indianapolis, IN 46218 317- 632 -9077 Tony Holmes Modernized Description 37.181 Acres Updated July 22, 2005 Lona Distance / Fiber Optic Level 3 Communications 175 North College Avenue Indianapolis, IN 46202 317 -633 -5562 Jeff Ketterer Indiana Fiberworks 141 E. Washington Street Indianapolis, IN 46204 317- 524 -5711 Jim Andrews INDOT Utilitv Coordinator INDOT Indiana Government Center North Room N642 100 North Senate Avenue Indianapolis, IN 46204 317- 232 -5308 Matthew Thomas Telephone SBC 5870 N. College Avenue Indianapolis, IN 46220 317- 252 -4007 Bob Wilson Part of the West Half of Section 6, Township 17 North. Range 3 East and part of the Southeast Quarter of Section 1, Township 17 North, Range 2 East located within Boone and Hamilton Counties, Indiana being more particularly described as follows: Commencing at the Southwest Corner of the Southwest Quarter of said Section 6; thence North 00 degrees 30 minutes 47 West (an assumed bearing) 1297.71 feet along the West Line of the Southwest Quarter of said Section 6 to the southwest corner of the 8.182 acre, tract of land described within Instrument Number 9555474 of the Hamilton County Recorders Office and the POINT OF BEGINNING; thence North 00 degrees 30 minutes 47 seconds West 8.58 feet along said West Line; thence South 85 degrees 04 minutes 56 seconds West 919.15 feet to the eastern boundary line of the 6.5 acre tract of land described within Deed Record 239, Page 692 of the Boone County Recorder's Office; thence North 00 degrees 29 minutes 17 seconds West 690.76 feet along the eastern boundary line of said 6.5 acre tract to the southern boundary line of Lot 2 of the Bennett Technology Park Plot recorded as Plat Book 13, Page 19 of the Boone County Recorder's Office, the following two (2) courses are along the southern and eastern boundary line of said Lot 2; 1) thence North 85 degrees 01 minute 49 seconds East 13.41 feet; 2) thence North 00 degrees 40 minutes 17 seconds West, 159.19 feet to the eastern right -of- way line of Lennox Court as defined by Plat Book 13, Page 19 of the Boone County Recorder's Office, said point being located on a non tangent curve concave to the northwest, said point being located South 00 degrees 40 minutes 17 seconds East 60.00 feet from the radius point of said curve, the following four courses are along the eastern right -of -way line of Lennox Court; 1) thence Northeasterly along said curve 129.36 feet to a point of reverse curvature (non tangent), said point being located North 55 degrees 48 minutes 06 seconds East 60.00 feet from the radius point of curve #1 to the point and being located South 52 degrees 17 minutes 46 seconds West 100.00 feet from the radius point of said reverse curve; 2) thence Northerly along said reverse curve 64.63 feet to its point of tangency, said point being located South 89 degrees 19 minutes 43 seconds West 100.00 feet from the radius point of said curve; 3) thence North 00 degrees 40 minutes 17 seconds West 258.54 feet to a point of curvature to the right, said point being located South 89 degrees 19 minutes 43 seconds West 18.00 feet from the radius point of said curve; 4) thence Northeasterly 26.77 feet along said curve to its point of tongency to the southern right -of -way line of the Bennett Parkway as defined by Instrument Number 9605157 of the Boone County Recorder's Office, said point being located North 05 degrees 28 minutes 24 seconds West 18.00 feet from the radius point of said curve, the following four (4) courses are along the southern right -of -way line of Bennett Parkway; 1) thence North 84 degrees 30 minutes 05 seconds East 656.29 feet; 2) thence North 79 degrees 07 minutes 33 seconds East 93.76 feet; 3) thence North 73 degrees 44 minutes 45 seconds East 270.32 feet; 4) thence South 61 degrees 15 minutes 15 seconds East 22.56 feet to the western right -of -way line of U.S. 421 as described by Indiana Department of Transportation Project No. STP -135- 2(008), the following five (5) courses are along the western right -of -wa line of said U.S. 421; 1) thence South 16 degrees 14 minutes 57 seconds East 630.72 feet; 2� thence South 12 degrees 46 minutes 01 second East 162.05 feet; 3) thence South 14 degrees 12 minutes 47 seconds East 233.15 feet; 4) thence South 21 degrees 32 minutes 49 seconds East 330.22 feet; 5) South 18 degrees 06 minutes 30 seconds East 4.38 feet; thence South 84 degrees 11 minutes 35 seconds West 550.71 feet to the POINT OF BEGINNING containing 37.181 acres, more or less. Surveyor's F : port In accordan, with Title 865, Article 1.1, Chapter 12 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertaintie : in the locations of lines and corners established on this survey as a result of: A Variances in the reference ;monuments, B Discrepancies in record descriptions arid plats, C Inconsistencies in lines of occupation, and D Random Errors in measurements (Theoretical Uncertainties). A) The reference monuments for this survey are the section corners located within Section 6, Township 17 North, Range 3 East and Section 1, Township 17 North, Range 2 East. The locations and monument types are based on past surveys completed by American Consulting and Schneider Corporation and the section corners reference ties for Boone and Hamilton Counties. See the enclosed sectior-1 corner diagram for more details. The positional uncertainty for the survey's reference monuments is calculated as 30 feet. B) The record descriptions of the adjoining tracts were obtained from the Boone, and Hamilton County Recorder's Offices (latest researched July 11, 2005) and mathematically retraced for the purpose of disclosing any gaps and\ or overlaps between the site and its adjoiners. After reviewing said record descriptions the following gaps or overlaps were found. 1.A 6.1 -foot wide gap was found between the south line of the Bennett Family Farm Tract (Parcel fl, Title Commitment 000369797) and the north line of Parcel II, Title Commitment # 000369796. 2. f, variable width gap /overlap (15 -foot overlap to a 3.9 -foot gap) exists between the southern boundary line of Parcel I of Title Commitment # 000369796 and the northern boundary line of the Pearson Realty Tract (Instrument Number 9,40300-904). C) A few inconsistencies in lines of occupation exist on this surveyed parcel and are shown on this survey. D) The theoretical uncertainty (due to the random errors of measurements) of the corners of the site established this survey is within the specifications of a Class A Survey (0.1 feet) as defined by IAC 865, Chapter 12. As a result of the above observations, it is my opinion that the uncertainties] in the locations of the lines and corners established during this survey are as follows: Due to vcriances in reference monuments or lines: 30 feet; Due to discrepancies in the record descriptions: 15 feet; Due to inc=onsistencies in lines of occupation: 1.5 feet; Due to ra,-idom errors in measurement: 0.1 feet. Description From Title Commitment No: 000369796 Parcel is ( Hcmilton County) Part of the 'outhwest Quarter of Section 6, Township 17' North, Range 3 East in Cloy Town-�rn-,ht'3. -l:_i- 1111 :_+, County, Indic „na, described as fo!iows: BEGINNING at the intersection of an East-West fence line and the West lin=e of th-- outhwc ?.: i;:d 1-� ;rt(. r- of Section 6, Township 17 North, Range 3 East, said intersection Point locate=d 636.77 feet. C;,,,uth '14 degrees 12 minutes 49 seconds West (assumed bearing) along the East line of the Soutl eC� ;t. to rV,i c t Section 1, Township 17 North, Range 2 East of Boone County, Indiana, frorn the Northica -A corn-. of said, Southeast Quarter; thence South 04 degrees 12 minutes 49 seconds West on the West lirlc o-i .:t_ d Southwest Quarter 699.73 feet to the Southwest corner of real estate described in a t# orr-;;rity 1<.,ed recorded as Instrument No.88 -23822 in the Office of the Recorder of Hamilton County, indirccric:: then(,c South 88 degrees 55 minutes 11 seconds East on the Southerly line of -said real estate fa?rnT,,ing on it: rt .,i t- angle of 86 degrees 52 minutes 00 seconds with the West line of said Southwest Quarter, o c i -Lance of 612.45 feet to a point on the centerline of U.S. Highway 421 (aka Michigan Road) a :a not: