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STREET VIEW AT HOA POND 0 na NpIEton • co PROJECT NO: 09009109 S K..., 0 9 �' CARMEL ADDITIONAL LOT v`',� Automotive 0 C11 O t Group DRAWING DATE: 6/01/21 RANDALL DRIVE _ DRAWN BY: FG O f CARMEL, INDIANA CHECKED BY: DRAWING SCALE: NTS COPYRIGHT 2021 _ any, .' 4 ` 41 :•'•1 J L . ♦ � I `,� ,♦ a • W-T:11 I --'43 +f 1, ��{ •�•�C ti!�ai••'. .t� ♦a� •'1Ty .3� -M� % s L r - :,. Vg • • . -aR +.• At ' , : t --i :ik§-4,,_ - ••a_,' pa, ♦ ` aft, T r >. .- .- 1;,•_ �,� . - ..,..' . 4 .11*. :. '41111 ''''' '• NI. It, IN.,--'1,. .,.• ..„,„„,-3tr ii, r • • • '! "- , . --- ., A' ii' • '• ,, 4 ..".r-•; . s'4 —- , for.....„, ...4v : ..1 • r *! ay��. .- •• -. •••\. ...,i. 14 .41°.�L .! )ham a '• ♦ +'d I j- . :. ..-... ._., ....,„ -' �••li•ev, 4..! 1.4.'r:-.;.)...'• ''''',.'1,,,::',.")...„' ' ' 4 . .'S (-- at,lit": , _ -_.r• - - ... >t +� -'1/,'". ,•�Aw .. a ..ti.,,....siiiip` Y. ti t•. •• 'y`'ua,� -. t '� F 't�.'r a P -T�t o r_�•• - ♦ Kilts detr 1.,e,,-,--s........•.• .. 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'.4 naplEton . com - PROJECT NO: 09-009-109 4 N CARMEL ADDITIONAL LOT DRAWING DATE: 6/01/21 �`� Aut omot ive Group _ RANDALL DRIVE DRAWN BY: FG 2 of 3 CARMEL, INDIANA CHECKED BY: - DRAWING SCALE: NTS COPYRIGHT 2021 !j, . ,b ,,...,-,,,--,...lip, - , j1;i i ,� "bid_ 4�" AtOffi n1 rt J, ��� ..::' iJ.'f .411:. :': 44 AIL.. �„'rl if► 1 k -.A ` �R -4:.41177.4:-%'21:141** .7#:1:4;:igir-'-II- 4::'i-- 11 4%/71.#4,* SII '16 - 4 1F ti - ....44-.11,I ..,.1-,....•:-•44: . ';Vt.!:. ,..., . •;.,.MI, - 41,,, i. / ' „..., .."7, ,r ..., c `'Yj af. ..�L�Rs. h. Lit. i . i .. . ri ', s , f_i 4 _ - . .. /ter /.• • 441111160iii � �.. • iy f• - a __. •.�"� _:�;` eft •j S ?r • '"va j ` i•'� _ • �..., r ' 1 - i -'� y ~mil a s•�' �a -, ,r .�, I...,te a .4 Cannel Detail Center • ; '*j_ .,aa ' •• •� - L _ 7 ' ,.A. , . 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"S w�r f � iiett 7^ i '4•r',�;' s, r. . • r ah t'�k♦` -� • rr-a•,'. , ..iSr• ri •• i. k /�, _ L - • r• _ "e,�•r�•`,; `', -.tea:• _ i -s, ► E`er s 4.= i STREET VIEW LOOKING INTO DETAIL CENTER s K... 0 9 11. n a p I E t o n • C o im PROJECT NO: 09-009-109 l� �� CARMEL ADDITIONAL LOT DRAWING DATE: 6/01/21., - Aut omot ve Group RANDALL DRIVE DRAWN BY: FG 3 of 3 CARMEL, INDIANA CHECKED BY: - I DRAWING SCALE: NTS COPYRIGHT 2021 a133 _.3 ad3aii4353'1I'3S 5"«••••••�. L ->6EF-=ri#-'�t#-+i#-i6f6r1�6hs#i-fi' �i+»iii4s F.yy}.#-#-Et#-,_..`. ". E -...— 9111.3. I 1/1 I IIIIII.= L A 'EXTERIOR ELEVATION - NORTH SCALE 1/E'_1'-0. ' Carmel Detail Center I 71*IITRTFRIITTIT3TFRITFFPP;FFRIIT7P;wwiliiL =®® El =lid GI - INS EXTERIOR ELEVATION - EAST I 2 EXTERIOR ELEVATION - WEST 3 SC.,..E . I-C' O E a -I } V• - < H W C c) — w L /J J J a Q I I a Z o a j z in Q 0 ao C - — l-- z a - Z w Q 1 1 EXTERIOR ELEVATION - SOuTH Q Sc., 1/E-.1.-0- Z PANELA PANELB _ PANELC , 1 mu LLL �. ..y...y y !- - -Nar7 � 11111111111/1111111111 .:1..4: : k1.411.1•..1;.a1••.l ...... 1..1.1�.: -_� imino 1111111111111111111111 _ CONSTR ISSUE. ` PERMIT ISSUE. ADIS ISSUE 0317-21 DRAWING ISSUE HISTORY Ili I PROJECT NO: 09-009-91-2 DRAWING DATE: 317-21 DRAWN BY: FG CHECKED BY: FG - DRAWING SCALE AS NOTED _ -- EXTERIOR ELEVATIONS MICA NOTE ME TO BSlES OF sewer,,PEIRC'ND 90ST IIPOPINIRA 11E hAnAE OF NE WORK CONCOCTED MOE NO VISION:uISS OF S'ANDAgD W.00M ARE ACTS PANEL ELEVATION DESIRED pED c 5EfF CAC, -E EAERSUN GMT NE-GASTOA vwCNWN.OF A2. 3-D EXPLODED AXONOMETRIC WORK OCKH\s E,E ,MO.uE UGHTTNTI of 6 SCALE:1/E--1'-G 5J SCML NTS NEGAINF11.PACT THEW[Y.. COPYRIGHT 2020 Comparable buildings in the near vicinity of 4250 E 96th Street: .*' ti • ii I 1 - - _.+ . tea. 1 •il :. `- _r '��• = _ �- - _ Y-1- III ?{ems' MINIM ...-:‘: ,,r..... "‘mr''. . 4545 E 96th Street 4545 E 96th Street 4180 E 96th Street Tom Wood VW - back of dealership VW - back building, facing 96th Street Napleton Italian Imports- back building of dealership f it _ , _ i -I- . . . . . , , , • _ . , ., i . , • • ,, - .„PS IJ 1 rl , • --7 ! ar t AIM 3800 E 96th Street 4200 E 96th Street 9727 Bauer Drive Ed Martin Acura - back building of dealership Napleton Hyundai - back building of dealership Tom Wood Collision Center ': mow, insi1/40.....4p.' -. - .... ,..• _. 4146 E 96th Street 4630 E 96th Street 4500 E 96th Street O'Brien Auto Center - back of dealership Future Napleton Kia - back of dealership Napleton Auxiliary Lot and Detail Center - Carmel Indiana May 26, 2021 Qty. 1 (TOTAL) ii EXTERIOR HALO CHANNEL LETTERS SIGNWORKS SIGN TYPE 5:149 VV E3iith Street•ind.tii{wlis,IN 46263 01 317187218722 SignworksThinks.com nmadl mgf✓ando.NaavnpnYaS speolancreasp nw,sdsnceare SCALE: 3/8"= 1 ft Meadoee forwhel wars.Mcs Meuseaaodxra JW hremaeG e MswlRrshb part pdstee&neap wnerevodaasa picmob,Inc nlliod.mmokvPao apdse p.and o MewrM waeonemhvnte,.dee, CogdgM am awaaaAp d tivaa parsaro v apecdmme vial nznsin wNle dex�w *Nara peaalcaedva.W wr4cl wlh Man Jell ux9Nh Neu,aaaaE -rW aqua to SIGN SPECS: 59nw«„`teeang"`a..'m"a"�a, ...ora navaed reoarrence and tee ongaulpe cRke,the total wstdpa l.:do and anLllaoonvaomnenm.andlOflaesvwebaxibd cabman brksthe Mnr¢e0 080 Aluminum Faces with 3" Returns �dMtrada,„a�a spevfounons aaMdewadsn<red Polycarbonate Back Mounted to Wall on 1.5" Standoffs N naplEton.com Automotive Group -- 314.50" -- ► 4.50" --- D 3.00"► � DI etail Sales Manager:Jane Risk Designer: RG 1. 24.00" Date: 05.21.2021 PROJECT PHASE: armel N DEVELOPMENT APPROVED Profile COLOR SWATCHS: Ola Detail SCALE: NTS `� - Black SCALE: NTS _ 1 — 1.5"Stand offs r _ _) "„ Polycarbonate Back i White LED Lighting L___ -/ (1. FILE LOCATION: Client Folder: Carmel Detail Center Channel Letter Detail L _ .080 Aluminum Face •Faces 080 Aluminum Project Folder: PROOFS •3"Returns •.150 Poly Carbonate Backs File Name: Remote Power Box, i, •LEDs:1 row of LED-Principal QwickMod PLQM2-TW150-P with Switch, ' •Power Supply:Principal PL-60-12U 100-277VAC Exterior Signage.ai Installed behind wall V •Prewired with 5 ft leads,Snap in Bushings and junction Boxes •Stud Mount To Building via 1/4"All Thread Aluminum 6" and 1.5"Aluminum Spacers •Connect to existing electrical service,by others,within 5'of sign location Customer Approval Signature Date: SHEET. 01 . . SIGNWORKS „a,;v,I,,, :o,r•ii,. ir,4o2GR 317187218722 5ignwo.tsThmis.com ,m aa,s/ndvY.+®nONYPi s.'t:mm.0 allow.are milled,w.*orpe.i y.dilYde....W.r••m.o..Mom Spma.4.Y.c 845.00" Ccpyrigh.and iet.*Pimardcoap.dd,....r..._...,hd.4.e .wandy..,.Ib.,.de.ra.rd..r.d.adrm..rr1%,*h sEdemaat ono hmA.ds.d1ityf150Wdha.yM Mi.1“.drid.*dpal.dia.and ►� 265.25" �..aawame. dd.�.a.a.d.araa.aa..tr......ha�d t 265.25" 314.50" km.dlhnod ard>,a.a .e,....nwor,d_.,,. A 39.00" 24.00" Carmel Detail Center _T_____ -t---- ....... N. napIEtO11.COIT1 Aut omoH ive Group 219.00" Sales Manager:Jane Risk Designer: RG Date: 05.21.2021 PROJECT PHASE: 0 DEVELOPMENT APPROVED Mounting Panel - 228.85 sqft CARMEL DETAIL CENTER EAST ELEVATION Illuminated Signage - 52.41 sqft COLORSWATCHS: 01 C SCALE: 1/8" = 1'-0" ■ 22.9%Of Mounting Panel Filled with Halo-Lit Channel Letters Black Close U• 01 d 9.00t1 SCALE: 1/2" = 1' 1 ___.i. _ 61.5%Of Height Field Filled with Halo-Lit Channel Letters FILE LOCATION: 39.00" Client Folder: Carmel Detail Center Jr ,,,Carr�: Project Folder: PROOFS t File Name Exterior Signage.ai 6.00" 24.00" Copy Height Customer Approval Signature Date: SHEET. 02 4 . 4 4 %. 4,.4 . . 4 4 la 4 4 te 4 L 4 L 4-Y--4--t•--Us,a•-L.-w.....-_._ .r... :` 4 4 4 ba Do 4 LL ki 4 la leo G 4 Le G la 4'1le. la 4 4 L 4 4 4 4 L 4.fie=.la=1r'`T. l.. 1. 4 4 L L L to 4 le 1. v. e. 4 y y y y L t. L L • L L v. It. t De *.r t. 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A, 1A111"►1� _aY� D`ri 7_., _ Da S. DA_ba O.t •2 b] t 0� L b; fie bo brI D• h, t, t, L i, L, t, 4 L L 4 a 4 L . bz L 4 L Na LISP01• ?� t, 1, L t, Le 1, t, , b, t.i—!•-D� b, be be o .a t, L, t�b.,li�x So . L o De LurNnalrc Schwa. L !to _LI 4 to I b.. t, t, t, 1, G t, G he N. t 4 1, L i, 1, I. i, L A Ae t, t, b+ b+ b., b.: t, L, b., Da t, to t+ Le L to I 4 2.c 4 4 t to to L t, b, t, t, to 4 4 is to SIPA. Oly 1 Label Airwoman Dewriplkn Lam.WNb Total WNb 1.J4 Y 4 y b.. t. L to L 4 y to y 4 L e L to y to to y to to L. L to Na,/to ba i L bo be L 0 ba to Nato b, b, ti Nato,M to • 2 : I t i--es---tea_- so v. v_ .^._.•a ..^.„.. I I ��,-I}--{��� WOO TY/IN M64LED�2L-LED -SM1]OCRIIII'POLE S00 1R110 -----s=--W i L L t Dv b, 4 4 4 L 4 D D b L 4 D ion L L Iv ba 4 D.. ba be be be be L la to to y ba beto to be be b.o 4 De 4 In L 4 ti r Dr bo _t I •0 5 'SIKi SINGLE SIx NWGLE NRM-Lt EQ24LSIL-FT-5O-7OCRNL/i7 POLE 10 135 OLIGHTING PLAN -_Ei 10 SA; SINGLE SINGLE MOM.ED42LSIL-FTA-50-70CN1/0f POLE 300 7410 LIGHTING NOTES: 1.Fixture mounting heights noted at each pole. National Lighting Vendor: 2.Footcandle values are calculated at 2'-6"A.F.G. For pricing and technical assistance contact:Rob Thomson of 3.Footcandle values are maintained with a.90 lumen loss factor. CBMC INC,tel#317-828-4119/rthomson@cbmcinc.com 4.Final wall light fixture locations are to be determined. William Proctor-Lighting Consultant-wproctor@cbmcinc.com All electrical work shall comply with National.State,and Local codes including and not limited to the • I G H T I N G 1 I EI This lighting pattern represents illumination keels calculated from laboratory data taken under controlled Carmel Detail Center Auxiliary Lot National Electric Code.NFPA 101 Life Safety Code.ASHRFJI and/or IECC Energy Codes. CBMC conditions in accordance with IESNA approved methods.Actual performance of any manufacturer's luminaire The information contained in this document is proprietary to CBMC lighting Solutions.This SOLUTIONS r1•L may vary due to variation in electrical voltage,tolerance in lamps and LED lumen package,location adjustments. Lighting Plan Calculations f°177aff document is prepared fora specific site and incorporates calculations based on data available from and other variable field conditions. the client at this time.By accepting and using this document,the recipient agrees to protect its Scale NTS Project No. 7,1,6 Revision contents from further dissemination,(other than that within the organization necessary to evaluate 5855 KOPETSKY DR.SUITE G.I INDIANAPOLIS,IN 46217 Dale 525/21 Drawing No: such specification)without the written permission of CBMC Lighting Solutions.the contents of this L D O document are not to be reproduced or copied in whole or in part without the written permission of 317-780-83501 W W W.C B M C I NC.COM ■ •r_, ��7� Drawn By WP CBMC Lighting Solutions.copyright 0 2020 CBMC Lighting Solutions all rights reserved. Contractor to chock and verity all dimensions on site before commencing any work shown. 'Clacked By RT TYPE SA-IL: POLE MOUNT TYPE DL5: POLE MOUNT TYPE SM4-IL: POLE MOUNT TYPE W1: POLE MOUNT —ROAD REPORT ES ROAD REPORT ES ROOD REPORT ES ROAD REPORT PHOTOMETRIC FILENAME MRMLEDa21-5.11FTA5410CR4LA5 PHOTOMETRIC FILENAME MRMIE10J2LSA.Sum-90.10CRLES PHOTOMETRIC RENAME MU.FD.nY SLFIA0-71CRKE5 PHOTOMETRIC FILENAME:RWMFTiID-12150ts POLAR GRAPH POLAR GRAPH POLAR GRAPH POLAR GRAPH 19 QpH6 • T • • -• s.2 • I • : _.... , ,00 T..'•\\ ' , • --,- ';;'''''' /•.1'_,.....Li \''N,, it,pr , _........ , itioiyait,,,,,„rw , , , 411, , . ..... ... „....„..,_ \ , , 0,„,,, fr. -1,,,,, -i- -79 N. ___,_.,A, . • Ilmlim mCana.*=19706 Lambda, 0�RFt•Q6 MoivMn GIMa=20561 Lova.At Hayed MgloY4 , IMMa 70 AdneOn Cana.=u25S broad Al F�M» •i,MIY M 1-Ma al Plane Tbaagl HenlmMal MlyMM�-70.IFOIRIrI�LOR1 •1-Venc l Plana Tetuan Monza e,Hayed 1u•2251(Through Max.M CC) •I-ANNE Mane T emib lbmY Nam•» rI I`ww 011ie=rough rmaMiN HvmO Mlye'4 s. IAINMlI •2-Itarmaal Cone Through VedNal Anga 26MMfr0•11�11MM.CO =.'.HY...4C a Teu09E t.I...(RS Mem.MOD.CA) s2-Hamm.Come TN'u9t•Wby Al�6�.- f1r6ECI�) •2-Ha fts.Cone MON,72 s-21uitMu CA TAn Coal n•g►RiITMIaMM/YLwf Mx-HMImMI Cmr T•amlgi wnanlArq.:T2.sIHTwe:gN Mu cap yM�YMR� nvawc'mauP:Lq.q. ..'a MI Macau le - rM.�rna. IIOMEMELMIMMrt1A Ma C 1 m.i WebaiAnnram r�H�Mb•MIA� P� camas.mar H.am... HMon•m maeanIMINEM/EIrm. �0 =1••••�MYMMM{MW�0Mme Ment�W11MMOInems PST mamma MRrMsyW baM�Mem•NM�14irM PA..• PeyeT Ac.s.av.n .., rc..v.ra.raHAMaM•Hr unaw x«H..r.-sA.rteaves._m xun.ets4 RP••r•MInaMoket 4YwFMdmrNr Hoe anaMwntern a e*FNM•MlcOa TES ROAD REPORT ES ROAD REPORT ES ROAD WPM. ES ROAD REPORT PHOTOMETRIC FILENAME MRNIEDA2L-51LFTA30-7MCRML ES PHOTOMETRIC FLERAME-MRM-LED121.SIL-SW-50.7UCRI.ES PIIOTOET IC RENAME MRMLED-2LL'M..fl 00.1La0 PHOTOMETRIC FILENAME 005FTLED.12L50.ES LUMINAIRE CLASSIFICATION STRUT 0.C200RARI LUMNARE CLASSIFICATION SYSTEM ILCS)GRAPH LUMMARE COASSOLATON SYSTEM.LCS)OWN LUMNAIRE CLASSIFICATION SYSTEM(LCS)GRAPH tumm.re Lw•m ROW L.mnae turn• UPi.91a Lamm.lumens OAP tSsnnrte 11.m•es DPF• • 9063 k I I _ _� / .\\ \ \ i s0z\ / �'' /—[Mum- �- ./.. -- i \ —is, 100 kie L , :.. • . . ,..- ._ ,,,, .._ _ ...___ -- , . 90 —H — I \ ___ — pi k • so . 40 Ilik an \ 40 • / / \-- I i" \ -_______ ----- ,,. TD 3n w ` i 30 p - » Bile 0 Fear ask 0 Frt. Mae 0 Rack 0 IS. rename Lumens mare Lumens FORELIM LA Mr Lua0H1p WM*: F root Law=5079.3 Medum•1660L0,Mon.M.5.1.) ,.I e210i Flux 100 2035 I.Abaem�l75.IYOA5963.3.Vary Hg.=20t. Feat 1Rf1131L 101Mwa$35 Koh.. Vary HyP132.1 Fmnt Loa.74A.IEtl,70 3390.0.*gY7 00 A.Vary NgN=253 0 BAY 1w=8&l 7.Medema1410.6.Mgm11 7.3.Vary HMPl9 B60 Lap=213S I lbam=69T)S.NgH=9963 3.Vary Hign=20t a Back La.,1960.lYrnras 9.Tioh=K O.Miry Hi,'2 Baca lor=TT6 0 AbHm-1660 7.lqt=T3p T'vbry Mign-608 Uoght.Laves 0.Hg^.=0 0 LOME L 410 Ng,0 LeAgat LtrY0 0 FigryO OFR,LowKi 0 Ng.0 BUG RaS-3 02-UC-G2 BOG Raerlp.BS-OR-GA BUG Reg B"-00G3 BUG Rang 132-00G3 N..wvar � mNsawaM�aMe —..._ _— � �— _... 1si P age O PIM ....a.k.a.... . Page9 — ...•..,mae,PA•Hca Es won w�►ar aMNweMMR��Pa•. wn..ra...1.:r�=a.uM=uwrss"...... ubaw rre1cSIndimam •RMPYIrM1MrI o ,v.a mF Nr. v+eememun...�•rMasI�IAMM I�Mrandm,ai a.prMMa�. Mar National Lighting Vendor: For pricing and technical assistance contact:Rob Thomson of CBMC INC,tel#317-828-4119/rthomson@cbmcinc.com \\I William Proctor-Lighting Consultant-wproctor@cbmcinc.com All electrical work shah comply with National.State,and Local codes including and not limited to the L I G H T I I V G This lighting represents laboratory National Electric Code.NFPA 101 Life Safety Code.ASHREA and/or IECC Energy Codes. ❑ 5 9 Pattern re esents illumination levels calculated from laboralo data taken under controlled Carmel Detail Center Auxiliary Lot CBMC co dither in accordance with IESNA approved methods.Actual performance of any manulactureYs lum na re (ea,* The information contained in this document is proprietary to CBMC Lighting Solutions.This • L UT1ONS , mayvary due to varlalwn m electrical voltage,tolerance in lamps and LED lumen patltage.bcanon adNatments. Light Fixture Performance Data document is prepared for a specific site and incorporates calculations based on data available from 1 and tidier variable field conditions. the client at this time.By accepting and using this document,the recipient agrees to protect its •4 7 contents from further dissemination,bother than that within the organization necessary to evaluate ea 7 17a/2�� - �— Scale NTS Project No .1'1'FIE Revision specification)without the written permission of CBMC Lighting Solutions.the contents of this 5855 KOPETSKY DR.SUITE G. INDIANAPOLIS,IN 46217ap Date s-zs7z,Drawing No such s /. 1n E 2 document are not to be reproduced or copied in whole or in part without the written permission of 317-780-83501 W W W.CBMCI NC.COM ■ J SNRr0/.9.& Drawn By WP CBMC Lighting Solutions.copyright 0 2020 CBMC Lighting Solutions all rights reserved. Contractor to check and verify all dimensions on she Upton.commencing any work shown. Checked By RT • TYPE SA-IL: POLE MOUNT TYPE DL5: POLE MOUNT TYPE SM4-IL: POLE MOUNT TYPE W1: POLE MOUNT neor-n n. rr. nw Mirada Medium(MRM) Mirada Medium(MRM) Mirada Medium(MRM) Mirada Wall Sconce(XWM) •""iy <::11111141 0'-.,all•42-.. ,Rae_ •e..e a.r- sw GUECKLRRR r.<....•M -... GUI.LM6 ... OUICK LINKS ,•rww "e v e.egAgal•n .,..0 nbte ag..[` ., n a o .- vY0•tzir wtE6: R•N.a.w•. ea...r.. ....N•.... Ow.•.e.... agar..6 s,.. au acw.. wnwmga. p.aw..... D.....,...o,.. •.., - o.>naa G.,,e •wr,.aw Ogg.. earn arm. go... moat times eM..•r..) O,.,rFE.a p.Aaw.e ..•.�.rla CO*.w te<) FEATURES a SrECI KATIONS FEATURES A SRECFKATIDMt FEATURES a SPECHCATIONS ta.bd a.•.VNI. Can .cO. E.0.1 wpap.n C.10.12. 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Actual from performance data taken under controlled cBmc ❑1 ❑ conditions u accordance whe IESNA approved me hods.Actual a LED lumen a any manufacturers adjustments, The information contained in this document is proprietary to CBMC Lighting Solutions.This SOLUTIONS rl.l may vary due to variation in electrical voltage,tolerance in lamps and LED lumen package.location adjustments, J//E/'���� Light Fixture Submittals 61114/ document is prepared fora specific site and incorporates calculations based on data available from and other variable field conditions. the client at this time.By accepting and using this document,the recipient agrees to protect its contents from further dissemination,(other than that within the organization necessary to evaluate 5855 KOPETSKY DR.SUITE G.1 INDIANAPOLIS.IN 46217 • sale NTS Project No C8.9•n.R6 Revision such specification)without the written permission of CBMC Lighting Solutions.the contents of this ■ /A Date Si25i21 Drawing No. document are not to be reproduced or copied in whole or in part without the written permission of 317-780-83501 W W W.C BMC I NC.COM • . d(R.�w�.,R33>93> E 0 3 6 CBMC Lighting Solutions.copyright 0 2020 CBMC Lighting Solutions all rights reserved. Contractor to check and verity all dimensions on site before commencing any workshown. W Drawn By. WP Checked By RI ADJOINER: --•-•'.r ,, _ �'�'�r Indiana Utilities Protec GOn Service 11 , 2 .65 MS,/955808K Wood 6 4'rot Q\2.RCP a,. - -fenQe /Inv=738.96 Pbt Silde LdAMi6 /Te en s held a r ne Imes Gold l , r� R` Cal' 81 i NORTH ow• J - - . " PROPERTT LINE �w GRAPHIC SCALE IN FEET 569'3S'28�E-656.13'(Y) __ - - -I before you dig o 6 I -- -- -- -_ _�farm N«fiettl -- -- 5 s69'45'39•E-656.13'8. 11 PROPOSED ' 0 15' 30' 60' r - -- PAVING 8 CUR B LEGEND _ Woo _v . a a a D W N d A II. STANDARD DUTY ASPHALT ENT 1 -MS.wA A i b or PSEAMONENST7RUSCCONTIO DETAILS FOR O OS u. T _ USE:C I '(C -I< HEAVY WiY ASPHALT PAYFYFNT U hf 1 SEE CONSTf61CTI0N DETAILS FOR a °c = - ( 6 (80,) I `:'p� .. Al PAVEMENT SECTION _ DRY POND LJ 5 I i I: SEE CONSTRUCTION DETAILS FOR 1 RIGHT OF WAY PAVEMENT BIM J34.05 2a • • o m c Q rr O PAVEMENT SECTION 100-YR 737.6] T9 • m` �" - CONCRETE SIDEWALK TOB-7�.00 SEE CONSTRUCTION DETNLS FOR s - i ♦♦ I 01ao PAVEMENT SECTION �z R 1hp• • ' ♦ r1,• m�� 2 J ♦♦ I o.W -If HEAVY DUTY CONCRETE PAVEMENT C i 1 p N tI b. ♦♦ ; SEE CONSTRUCTION DETAILS FOR L qq (, - of I r' PAVEMENT SECTION ''1 GN O _ ( ♦ 5 0 ( ASPHALT TRAIT T T - T - I - YI ♦1 O I SEE CONSTRUCTION DETAILS FOR Ike • d 19(TIN.) O r " ........ PAVEMENT SECTION �� g :� O I 25.0 1 �,•r I ,.- I' ^ aowa 2{ 1 19(TYP.)� 2{ m a G t•d 111��� ®�� © '� I j S STANDARD CONCRETE CURS >. g 7,o ▪ _ SE'B�« - - - I $,- ' I zm 0 KEY NOTES Y nRa,, 3a = ( ) (TYP.) t,- t .♦ ♦♦♦♦♦�♦$r n ,R 22 -' ♦♦♦♦♦♦♦♦♦♦•�r C1' 'i;:J1 : J - '/ /'_--- - - �O F I' y% �O4 ECOVEMEOEAU(,CURB,ttP.i� R• y0. ��m ESOW I ON)• .ACCESSIBLE RAMP(SEE DETAILS) . 1, a 1.‘?11-. I I I I / 2 73.515 SF © o 'a ,' I 1 I FFE 74250 ♦ q D.2'WIDE TACTILE WARNING STRIP /1/2011 ri MFPR 74200 u[`e ggg3 .€ 3SS STORY- I I m1 1 I 22 4�, „ 5ttot4 12.4•MIOE PAINTED MATE SOUR LINE,TW. n • ACCESS EASEMENT g 11 24'MDE STOP BAR,TW.(SEE DETAILS) E . o n mn m I ,..„ I I I I I r O i ,o I O N��N 14,STOP SIGN,TYP.(MUM)R1-1,SEE DETAILS) O n mo Y a [] I-b I -+ I J O� __..-_ _._- me e.♦♦♦♦ « / a a:I3' 15.BOLLARD.TYP.(SEE DETAILS) • ` L 12"RCP-- = I, ♦♦♦♦♦♦♦♦ 9.0' R.5.0'� • ��� ,' �w�♦� � � r.� `�♦♦ -a �Iv ,°..6 ile C 3 =736.46 ,to (TYP.) I '1! A�S __ ---- --- ---- w i E 1fl TRASH CTITECER ANO ENCLOSURE s • I I' I '' *till♦♦♦ - - RP,65,• • ® �ffelk•♦.114♦♦ ►♦�♦♦��"♦:♦:LO C I 4.0- , ` / 1TRANSFARCHTENALPLANS FORDETNLS) 250 9.0 I1 -<19 [ 1-- - - ‘•� - - /)tl ' lfl MONUMENT SIGN(SEE ARCHITECTURAL PLANS FOR OETAMS)L- b - - - - ----- 1T. 11 .• ♦♦/ ♦♦♦♦♦♦ ,� , `0 ♦♦♦♦�♦♦♦♦ ♦ :,g. (SEE SITE UCHTING PLAN) 6:.,5 t6<HWF-� 9'at( m I •�`����.♦�..���.�♦�� . �.�♦�..�.�♦�♦♦♦_♦�V•`�♦� T2�RCP qt 20.BIKE RACK(SEE DETAILS) a m=7 9.35 •' dji. O - - I-- ._.y���� - - •���. ♦ 4 21.RETAINING WALL CONTRACTOR DESIGN-BUILD SEGMENTED BLOCK '7 5 S2 .1,j r - ♦♦ ♦♦♦♦♦ `♦5.0' • , ,R-10.0' I 4.p- _�73b.20 MIN f a /I 11.CONCRETE/ASPHALT INTERFACE ) FCC D. €c t I •♦♦_♦♦♦♦♦-•♦♦♦♦♦♦♦♦ ♦♦.♦.♦.♦♦♦♦♦♦♦♦♦♦♦:♦♦♦♦♦♦♦♦♦ -. ♦ . , OW Q4.Ok /-\ �21112000 BEAM p1NNRM- 'V...R� ♦♦♦♦♦♦♦ ♦♦♦ FOR OVERLARNO ROUT NT:.♦♦♦♦♦♦♦♦♦♦ i R.j,O' ♦ ♦♦ I �•� /1\ 24/ 'NO yOW/TIATURAL AREA"SIGH(SEE OETALS) o Lor V..- J e - GRADING PLA S ♦♦♦♦♦♦♦♦♦. :I.*II*. ♦ I 25.6 PERFORATED NNOERORAIII FOR DRY PO/O Z ,n• . Go w Tam r�, I � I 6 r,N Mr(G„ 19 TIP.) H d t7iV 1 9�9 96 '3 a •. 1 W AsscN.ADORES`. ♦♦I SITE NOTES a I 1111(1..° 4240 E.96TH STREET a E O �.C:S• INDIANAPOl15,IN{62{0 .' ' Ifl' flY PROPOSED ROW/ n +•-•-� ;�.I i i i I ♦♦♦ N*R0.BUILDING PROPERTY UNE 1. A NOTED. REFER TO THE FACE OF CURE UNLESS OTHERWISE ^9 I I ♦♦♦♦♦ •♦♦♦♦♦♦•♦♦♦•♦♦♦♦♦♦♦♦♦♦♦+.♦♦ O♦ MFPO 74200 ♦♦ I O y 2. BUILDING DIMENSIONS ARE TO THE W TS.FACE OF BUILDING co x ! ♦♦♦♦♦♦♦ ♦ ♦♦�♦♦t'•♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦�♦A♦�� O ♦♦♦♦ uNlF55 OTIIEAMSE NOTED. `PROPER, S.O.50 OI . THIS STRUCTURAL Ilk I I I 4 RAGI ADJACENT TO PARKING STALL AND NOT DIMENSIONED. IS M O 1 PLAN SHALL BE 3-FEET,TYPICAL. N €E'6 ♦♦�., • a • _ . •♦♦♦♦♦♦ _ ' �♦♦♦ 1.U' I 5. REFER TO ARCHITECTURAL PLANS FOR MONUMENT S.DETAILS. J I.L ♦♦ I SEE MEP BANS FOR SITE ELECTRICAL OFTAMNGS. >' w i .' . ♦ , I )I N� ©( '.) R-zo o' 6 , s 7 (TIP.) B �,.♦♦♦♦, .' 19( •) i i ,_ , 6. AOTHERWISE MOPOSED O-SITE STRIPING SHALL BE PAINTED lA•ILE55 < Z = Z • ah. 'e e I ♦♦♦♦♦♦ ♦♦♦♦♦�►♦�� 4D ' . ;6 ♦♦♦♦♦♦ ♦♦•♦♦♦' R-10.0' ,,,♦♦♦!i ,1♦♦♦40_ 1 SITE SUMMARY Q Q °' �� : ♦ I R=35.O'. - - aD - F" I� LL • I • K • _ : • • • . 0 . • , • • • _ 13• , I SITE 20NWG - :911-73.D .'Q`♦.. 4x_. SITE ACREAGE AC.2 Z I.I..I_ \ W SPACES Oa0 S • PARKING SPACES(STANDARD)REOUE.1 - fiu 21 +4��' `, � } I :4"roR PARKINGSPACES(ACCESSIBLE)REQUIRED - sPA(IS Q N P -- -- m ® /5 ` I .curb PARKING SPACES(STANDARD)PROMO. - 118 SPACES J Z 't O li/- 24.1 • I PARKING SPACES(ACCESSBLE)PROVIDED 5 SPACES Il Q Sfi I MET POND 71 •>I I NVENTORY SPACES FRONDED 625 SPACES e c c 1. IL I ,; 7 4 I I, 1/ I I I TOTAL PARKING SPACES FRONDED - 747 SPACES Z 1--� 10-YR-736.15 I £'lO S N -- --T\ - -- -�-- WO-YR-237.86 Kerts'27'w-656.19'(Y) -- -- -- ` I -- EXISTINQ MET POND __ _I SITE DATA. ORIGINAL ISSUE: 'A - `PROPOSED TOD-741,00 N8Y26'46'W-656.20'(0) I ` I 3/17/2021 Y - PROPERTY UNE O I w-73265E v I 'e 9, TOTAL AREA: 9.06 AC (EXISTING DRY POND / O NEW 100 YR-73fl06 a „e IMPERVIOUS AREAL 6.70 AC KHA PROJECT NO. _ . °'A 2 733.26 I Inr 733R28 L C-J ( •i m PERCENT IMPERVIOUS: 7]9% 170184001 F xphaK) IN51m/2017049586 Cv.N Inl u vL Nl PAVING WTH ME EXIST NG GITY RICIIT-OF-WAY SHALL CONFORM TO 77tE - -_ USE:AUTO 52[ES-6 5[RYIeE- ` -� Inv=73 9 I W ='23 G SHEET NUMBER -�r�� Inv=736.V o i N-O_r;EE REOUREMENTS OF ME DEPARTMENT OF ENGINEERING THE CONTRACTOR I t1- \ iCNSTING WET POND ;^I ocU lP E- CONTACT THE DEPARTMENT OF W T EERINC TO SWEWIE A Direction o 7 NP 2 732.65 I 18 PRE-ALLCONSTRUCTION MEETING TO RENEW THE ENTS,R EJIR CONSTRUCTION d A I - RECURS THIN START F'weTION AM)TOYENTS,REQUIRED INSPECTIONS O e ) a u c FOR STAGES THE WORK AND TO REVIEW THE CAUTHORITY OF THE C3.0 y _I -�, _ J� I J o S IA`OI DEPARTMENT AS IT RELATES To WORK MTHN THE ExISTINO AND PROPOSED a - J E I u 6 f S I RIGHT-OF-WAY. 6 A-- I _ Q u $ RR. Indiana Utilities Protection Service • I I i I I �}I III nilory YN Call 811') {__��_���_��_{ -{_L_ ��T1 � l - - -- o- n - I I /�t'm=736.D1 - s I 11 I C - ---- / t v(N/5)=726.01 - )nv(SE)=726.16 NORTH p F I I- t-Ili 11 J I before you dig o - - - - - - - - - - - --- ----ff--� q11\ GRAPHIC SCALE IN FEET Nl ,orb 6.2 I I 0 1i 30' 60I' I =736.0t I i _ =73a.Gt I _ 1 I I f 1 ..,........ - Th____ , ---_ PAVING 8E CURB LEGEND = O D::,. _ ��!, ' I STANDARD DUTY ASPHALT PAVENENi p n MR tt C a2a0 E.96 TII S REET it I, • INDIANAROL15,IN a62a0be....r"r' t,_ PROPOSED I U w Y �/�\/�(`- fiFAVY DUTY ASPf7ALT PAVEMENT •'j' PROPERTY LNE/ C„`}�����^ ^ SEE MNT SECTION DETAILS FOR Q c FUIURE BUILDIN sC.ty.;.I..../ - - PAVEMENT SECTION _ FFE0.00 5SEll ` RIGHT OF WAY PAVEMENT _` ILfPG:7a2.00 I� i 1‘.\\\�\� PAVEMENT SECTION DETAILS FOR - _ _- I I• I I (.•ooirovlF SIDEWALK / I PAVEMENT SECTION `C 2 A SEE CONSTRUCTION DETAILS FOR i � �- I I Prr, HEAVY DUTY CONCRETE PAVEMENT C >< CI TJ 0 _ I I { r r PAVEMENT SECTION __ SEE CONSTRUCTION DETAILS FOR 0 I W���� go � Y D ,, - / e I - - - SEE CONSTRUCTION DETAILS FOR y� „a, `J `� (TIP.) , �_ ( !) I I PAVEMENT SECTION ^ S-Fla $ a $ f ® I I STANDARD CONCRETE CURB „Sw O I 1 I x��, 6 (TIP.) I _ 1 _, yam, , ,�. v o11 .T.'-1 KEY NOTES Y• Rl (,_, �\ + 8 \� I r- i�--f I `72'n»�1�- 1 1. CONCRETE CURB.TYP.(SEE DETAILS) m r. _ _ r h11'1e 2a•roll I I = < u s 11 / I i cu. 2. DEPRESSED CURB(SEE DETAILS) i < o m o } CONCRETE SIDEWALK,TOP.(SEE DETAILS) i BTU T PONO 724.00 1 a. 3'TRANSITION CURB(SEE ETNLS) w i E NP 733.70 2aRCP i• • rK $' i 6 10-YR-7]6.15 - - ,. _ Im=732.6/ E--- -- -- 100-YR.737.86 N89-15'27"W-656.19'(M) ice--- - -- -- 5. PAVEMENT MARKING TON.741.00 COSMIC WET PO/ID 6. CONNECT TO EXISTING PAVEMENT.SIDEWALK,CURB,TIP. x NB9-26'18"W-656.20'(0) NP_ MIC W „ F� EXISTING DRY POND 2a'RCF L I -J NEW 100 YR-7JA06 v - yr BTY t 753.28 f `�' 7. CONCRETE PARKING BUMPER TIP.(SEE ETAL$) ,4Q\l� 1 -rt. sl Froperl,s,, Inv=753.28 INST./2017049586 Curb c� • 6. ACCESSIBLE PAVEMENT MARKINGS,TYP.(SEE ETNLS) QO JG 5 u$E:07TO SALES.S6WWBF - - ) R. '3'`.• W a u 5 z N? Q Q" • ^•�+smes, Im-38.•' A B_ (7 9. ACCESSIBLE PARKING SIGN,TIP.(SEE PLAN FOR VAN LOCATION) QQ�'� A •••--�•• - DMMIon•o r~ EXISTING WET POND I -Er; _ q c tri Fi? (YUTCD R7-&SEE DETAILS) �O�GO� / 0?, i w:a c B 10.ACCESSIBLE RAMP(SEE DETAILS) NP 3 732.85 f1' �Aq <o6Nu �- - ---` J g: I u i- 11.2''ME TACTILE WARNING STRIP 5/4/2021 'F' I`6"c Grote Q•4 o c I 12.a"WOE PANTED WIIITE SOLID UNE,TYP. S eurten Y �!, OZ rt v V 13.24.WIDE STOP BAR.TIP.(SEE DETAILS) E InIN' RI." roll I ', Q' a Rim=7a0.05 RIm=710.iS ,Nolr fi"concnfo� cu -• * r 14.STOP SICK,TIP.(YUTOD R1-1,SEE DETAILS) 0 o Inv736.15 Inr=736.17 (o P ) curb I V ` as oN) 1e 15.BOLLARD,TYP.(SEE DETAILS) 16.TRASH COMPACTOR AND ENCLOSURE C. f 2"RCP 12"RCP 12"RCP` I (SEE ARCHITECTURAL PLANS FOR DETAILS) 0 : DIne7lon onh D1rocHon onh Direcrton only */ - S6"HDPE 17.1 TRANSFORMER PAD(SEE ARCHITECTURAL PLANS FOR DETAILS) E /Inr=73S.I t I o Intel `• i 16.MONUMENT SIGN(SEE ARCHITECTURAL PLANS FOR DETAILS) 0.. E., m i Rlm=7S9.62N 19.UQIT POLES SHOWN FOR COORDINATION ONLY n b Inv=735.62 • (SEE SITE LIGHTING PLAN) w a E 20.BIKE RACK(SEE DETAILS) b `L .4\&LBW MN • Rlms7a1.16Y 21.RETNNING WALL(CONTRACTOR DESIGN-BUILDSEGMENTED BLOCK) �7 • b I 22.CONCRETE/ASPHALT INTERFACE R o ,I ,' \-So Borg RH /A�\ o d L nlv),726�9a2 / \ u 24.'NO BEAM GUARDRAIL N_ ! ♦ 0 MOWMATURAL AREA'RCN(SEE REINS) 2a"ro E curb 24.*MI ' 25.6'PERFORATED UNOERORNN FOR DRY PEND Z c rb A (Pond) i l F - s (a,P„,,, SITE NOTES a c W s Ororno.Sirucfun 1. A b4ENSONS REFER TO THE FACE OF CURB UNLESS OTHERWISE R1m=736.5a '•RCP Cl)_ 1 6"0=736.22 \ 2. UNLESS OTHER SE NOTED. GARETO THE OUTSIDE FACE E BUILDINGVJ I 6-0=732.67 .0,, C InletCu i rb MIN Inv(SEj=712.61 =755.1 IRim=735.1a 3. REFER TO ARCA TECTLMAL AND STRUCTURAL PLANS TO VERIFY ALL e I =732.3 Inr=732.2t BUILDING DIMENSIONS,DOOR LOCATIONS,PRIOR 0 ORDERING A 5 / Cu.Inlsl' / MATERIALS. RIm=739.a2 24"roilH c Inv=73..5E a. RADII ADJACENT TO PARKING STALL AND NOT DIMENSIONED Orl THIS O (no plpo,) (Hp-roD) curb 2-RCP N PLAN SHALL BE 3-FEET.TYPICAL. s /7 vhl6lo " " Iroctlon only ( 5. REFER TO ARCHITECTURAL PLANS FOR MONUMENT SIGN ETAILS. J w 1 SEE MEP PLANS FOR SITE ELECTRICAL DRAWINGS. / "NFL)--- 6. ALL PROPOSED ON-SITE STRIPING SHALL E PAINTED UNLESS (n OTHERWISE NOTED. Q W Z i RImro3B.99/ _`I_ �� (efP /) Z = 7nv.735.tt RANDALL DRIVE i / J _ (no vhlbl BYPASS i - U ~ J ' .i (e,PboH, N$"'°,zo,'. 6D5 Dr�l"° .D� \ SITE SUMMARY Q Q •• 2 C 1 .. nv.732.a5 a$ 2I=RCP • Silt 2ONNG 9-3 W fr -- za roll 9TE ACREAGE 9.E AC.! Z W p 0Q �i \ - Sflro PARKING SPACES(STANDARD)REQUIRED 117 SPACES 0 0 t Sfiq ' \ -- I _ PARKING SPAES(ACCESSIBLE)REQUIRED - 5 SPAES W 0 / - \ PARKING SPACES(STANDARD)(( PROVIDED 116 ORATES J Z 2 2 \\\ ^ NVENING SPACES TORY SPACES PROVIDED PROVIDED - 625 SPACES a Q Z s; \ TOTAL PARKING SPADEE S PROVIDED - 747 SPATES Z \ ORIGINAL ISSUE: \.. Yff DATA'TOTAL AREA 9.C6 AC 3/17/2021 I. ? • I IMPERVIOUS AREA 6.70 AC KHA PROJECT NO. yt \\••J�c1\ \ I ALL PAVING WIM THE PERCENT XISTINGCI IMPERVIOUS:RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS E EE \ \ I REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHEET NUMBER StIALL CONTACT THE TMENT LE A d E d a \ I PRE-CONSTRUCTION MEE111NG TO R NEW THE DEPARTMENT'SDEPARTMENT'SCUONSTRUCTi N 6 S / ) TION I REQUIREMENTS,STAFF NOTFICA REQUIREMENTS,REQUIRED INSPECTIONS C3.0 / / FOR CERTAIN STAGES OF THE WORK AND TO RENEW THE AUTHORITY Of THE / I I DEPARTMENT AS IT RELATES TO WORK BTHN THE EXISTING AND PROPOSED / RICHT-OF-WAY. __ - 1 I N:nNt (qrm•) Indiana UtiIIiPáiie: ts ( ) S6' °o0 , roPI t C bunt 1 Slid•NAJIe70 no NORTH JT .. 16' ood 12'RCF f•c, larm fNld - V .+ ---ter-- -- {e • RI s O w - -- -- �fc -- - orr, -- -- a -- 589'332t•E-0.70.53'(Y) - T -- -- -- -- - - - -I- before you dig ao 6 I I la !enc. i 589't3'S9•E-SIS.1S (D) `PROPOSED I N E \ PROPERTY UNE i I I GRAPHIC SCALE IN FEET L g : 0 15' 30' 60' y. F I J i it 3.0' -I f. 1 r x --I PAVING & CURB LEGEND .0/' 1 am rlNd A A /� ,7 A I +b roll STANTRAD DUTY ASPHN T PAVEMENT Coup L SEE CONSTRUCTION DETNLS FOR p ti ° -„WsT,f2 0. .- ' -1 •----_�__.. O • USE:CO' F.' I PAVEMENT SECTION S - I Dd I� .___♦� tsriC DUTY AG'HALT PAN=MEAT F I 9 U 1 c 4 n Ib A•.•. SEE LI.T sUCTON DETNLS FOR _I PAVEMENT SECTION = I m (Two) I <:i}°q�i yu -6 _ • BTD Y 73t.03 I _ _ L'.-I . .' S-n3 p ♦ \\ P VEMENT SECTION FAIT POND • \ SEE CONSTRUCTION DETNLS FOR 10-YR-736.15 24 ♦ 0 ♦♦♦♦♦ ' ♦♦ •r ♦♦♦♦♦♦♦ '*4:4*i4* 4ffiE R -07 ♦♦♦.♦ , ♦ ♦♦♦.� ♦♦7t0 • •♦♦♦♦•_ . ♦�♦♦♦• 'l/ I a•tn � • ` HEAVYDUT SECTION Y CONCRETE PAVEMENT C z I, - I T 11/ ` Ni _ PT�F' SEE CONSTRUCTION DETAILS FOR L di. I_ .• - ♦ ..CA N Nil ♦ _. I Y PAVEMENT SECTION O ,, • § ., �� lO 1 - - R< -_-- O --� Jax IP I PAVEHYNTT SECTION !!? 2t ( ) I . . ��� ��� ������' -.� 1 J I c - I SEE CONSTRUCTION DETNLS FOR vtn23TW. / I T. 1 J ®^ I .1 ® 17 . \ ( '1/ 4 1 0 6 I STANDARD CONCRETE C009 o. _ $E'BACK ♦♦♦� _ _ ♦; _,'6 • �� 0 KEY NOTES •``E_'' oR ; d I I 9.0'• ' ♦ I (TI'P.) • / I I 1. CONCRETE CURB.('PR (SEE DETAILS) s m (Two) �. _ \ I yy7� I i < °F, `s c I I I m -Br--- 1 ♦�O>♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦�♦♦„♦♦♦ I� I I 2. DEPRESSED CURB(SEE DETNLS) I ♦ ♦{*.♦♦♦♦.♦♦♦.♦♦.♦.�♦♦♦♦♦♦♦♦♦♦_ ♦..�� ,♦♦♦♦� ♦♦♦♦. !0.0\'SE1BAac I 3. CONCRETE SIDEWALK.Two(SEE DETNLS) o 'm o tiff it ' "I ♦p 1•♦♦♦♦♦•♦♦ •♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦;�!��♦♦♦♦♦♦♦♦♦♦♦•♦•�♦��♦� R.3; ♦♦♦♦, .••♦•♦♦•iii�,•♦•♦•♦♦♦♦♦♦ O • ®' 'J l I I I t. J•TRAN9TION CURB(SEE DETAlL57 N p E I �.♦p I,J •O • !*D O \ • j ..� til ti O �:oI \ 5. PAVEMENT MARKING `d' S U z � /- - _ ._ j _ I ily ` 6. CONNECT TO EXISTING PAVEMNT,SIDEWALK,CURB,TYP. �J A./BU O� O ♦;L,� 1 - ' ♦. v •o p _ O 25.0' 18.0' I ]. CONCRETE PARKING BUYI'EN TYP.(SEE OE TAILS) •Y\ �',�Q�O M b F, ♦�'� I I ♦' 0 0 I EAISTING ROW e. ACCESSIBLE PAVEMENT MARKINGS,Tw.(SEE DETAILS) • pEQQOPJG • • ., I^^ II ♦♦/�♦ ©( ') ( .. - ♦♦:• A59GNFO AODRFSS ♦ 9. ACCESSIBLE PARKNG SIGN,TYP.(SEE PLAN FOR VAN LOCATION) Q '' I .. o I -- . A� 7♦ t230 E.96TH STREET •• ♦♦♦♦ I (MU1C0 R7-Q SEE DETNLS) O�O�5 = A • - I -- INaANAPgJS,IN 462t0 .�. A�1• = 1 s a' .` , ,P BUILDING 1T37' �.•. ��I 10.ACCESSIBLE RAMP(SEE DETAILS) G 8 �K/ I I 11111111111111Rr5.0'. t 13.515 SF '% '''' ©(1, • e .E I n r 1 �v/ YFE: 742.00 2.50 ♦ 0 ° 11.2'WIDE TACTILE WARNING STRIP /4/2021 30.0'STORM I'. 1 C_/ .4�, m n I 12.t'ME PAINTED WHITE SOLO LINE,TIP. ACCESS EASEMENT go fi ,••I I e c 0 ♦... 3 I $^Iry`, 13.24-MOE STOP BAR.GIP.(SEE DETAILS) E- till ii ♦• ,• } II♦♦♦♦ III♦♦♦♦♦♦♦••♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦ .���0�// _ L ;♦;♦-_�y I 0..,, oPrn S; IA.BTOPSIGN.P.(EE DET LS) SEE DETAILS) C ° !IIIEMP .♦♦ b I -it, ° 15.BQIARD.TYP.(SEE DETNLS) u 3 12'RCP � i I.♦♦♦♦ ♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦• 7,♦`1 ���+� �.� .�.y`•�♦ In wrb •" 16 TR ASH DUMPSTER AND ENCLOSURE C 3 n . ,,♦ -- • 11S1 IA 1 i (SEE ARCHI7ECTIJRAL PUNS FOR DETAILS) • i I ♦V I �y�♦ r•-� ® ©----0 ��•♦♦♦kO�sma,� I - 17.TRANSFORMER PAD(SEE ARCHITECTURAL PLANS FOR DETAILS) 4. r 18.0' . . '® L ■V i 111111 i t�ff. ttliftit •� ♦.�♦ • �••� ..- `. .. =S ♦r?♦=•�•#\ , , I IR MONUMENT Si.(SEE ARCHITECTURAL PLANS FOR DETAILS) L ° 'E NH ♦ 1 .. u� • i .♦♦♦♦♦.•♦♦♦�•,-,.:♦♦ ;♦:,�♦:♦:♦:♦:I�7 O ��:��w -�©�\�. s 19.LIGHT POLES SHOWN FOR COORDINATION ONLY ro E 43 • I P. • m ■_ O • - ,-p (SEE SITE LIGHTING RAN) ,Y u z .>: i Ia< !O =:�3�iir♦i'♦si�7� `T♦♦�s�♦pi`•♦♦i♦����!i"�♦♦•► �\ / I. - I - - - - - ,� .e♦�����. - -- ♦_♦♦♦ I .2'pcP 20.BIKE RACK(SEE DETAILS) ) C A 4 ♦ 1 1■ ���� �� --S O s, - , y� I � 21.RETAINING WALL CONTRACTOR DESIGN-BUILD SEGMENTED BLOCK ,_ C.,,r6 In11H S • .'{ � � ♦♦♦ •• I I �?p,-' -!RILL!. 1 22.CONCRETE/ASPHALT INTERFACE ••JOINER:. €F I `(,♦♦♦♦♦♦♦♦ti••♦♦♦♦♦♦♦ xH.O'STORM F.VSEY�N7•♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦IP�♦♦♦• •♦.♦. G \ `O 11 0 ^ ^ A 23.WOOD BEAM GUARDRA� `,�'Y��v .•. .1 ♦♦♦♦ ♦♦♦♦♦ORVERLAND ROU ♦♦♦♦♦♦♦♦♦♦ . ♦♦ I I O.� �. P _ L°r V.Hold'Pnd GRADING P 5 -3• . -�♦. I 2/.'NO YOw/NANRN.AREA.SKIN(SEE DETAILS) u1 Co-O atw n• L ♦♦♦♦ I 25.6'PERFORATED UNDERORNN FOR DRY PONDZ p rum ed D,°,I,7 I ;o;< L' •° • 1 ► t t d � .> .�.. I - ; .._.`/..,.... Q b 5 Rao m e 19 TYP.1 b '-�1 ♦♦ d 6 :tNST. 999 r ,4 I-,/ w ♦ MO /J/•V a fi U J:GAR (� I .. I I • .♦♦�♦+. ♦4240.96 STREET •♦I I..L ` I b , �•♦ INOIANAPOLIS.IN 162A0 SITE NOTES 1 U ♦� 18.0' 25.00. 0.5'I I L - 1 ,. ♦♦♦♦. FUTURE BULDNG ^r• ���TM / I. All OMENSIONS REFER TO THE FACE OF CURB UNLESS OTHERWISE F- _ ` ..9 I1\ V .' ♦♦♦ ♦♦♦♦♦♦.♦♦ R.. ♦♦♦♦♦♦♦♦♦♦ 0' ♦♦ 4 FEE 74250 NOTED. �/•� `PROPOSED •♦�' I •♦♦♦♦♦♦♦ ♦♦• ♦♦♦♦♦•♦-♦♦♦♦♦♦♦♦•♦•♦♦♦♦♦♦♦♦♦♦♦♦�♦�•♦�♦ MiPC:7t200 O ♦•;NI ;I O 2. BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDING V J UNLESS O SE NOTED. ♦. b I 1 111111111t. © ♦ J. REFER TO A ENSION Tl1 DO ANO STRUCTURAL PLANS TO VERIFY ALL aEI .S PROPERTY LINE O� O I 1 ♦♦/ ♦I - BUILDING ENSONS DOOR LOCATIONS PRIOR i0 ORDERING - ♦♦, I O♦ 0 ��sr,.o� I O O t. RADII ADJACENT TO PARKING STALL AND NOT DIMENSIONED ON THIS .° E E._ ♦♦; .. .♦♦. © O . S.O. PUN SNAIL 8E J-FEET.TYPICAL. O 1. ♦ I•' .♦♦♦ N ' B -O, I SEE NEP PLAN$FOR 97E EIECTRICAI DRANINGS. �' w 6 9 S. REFER TO ARCMTELTURN.PLANS FOR MONUMENT SIGN DETNLS. 7 i ! �O j ♦♦♦♦♦�'�� '� , ♦♦i Z (i- I IO• �.^ � �� ♦� �, ���������� +,� 6. NL PROPOSED ON-4TE STRIPING SHALL BE PAINTED UNLESS w - © y :719( -l 004 RINSE NOTED. Q Z I I, ♦�r♦� ♦ ♦ ♦ 1 ♦ I - ®I111111111111111rIMP ♦♦♦♦♦♦♦♦♦ ♦♦ J♦♦„♦��♦♦♦♦♦_.>m�♦'?♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦�_♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦Ni♦G♦i♦• o+=♦C♦=• =♦`i♦t ___� 1 1 SITE SUMMARY Q Q C _ , I ♦♦♦♦ ♦♦♦ .♦♦.♦♦♦rs♦K�♦♦♦ , .�♦♦• .�.♦♦♦♦ •♦♦�♦♦♦.: R.2o.0. . I'vO tO ♦ - O003S0 i SITE zaNINc e-3F W (Z'g • • ` , _t K� •t2 cen�Ni I!� SITE ACREAGE - 9..AC.t Z w Q e 4 ® \ �' /�-�' �I•Mlet"raLer•�-{ "roll PARKING SPACES(STANDARD)REQUIRED 117 SPACES O N U • --, ' �� ) 1I /W •• ,` I 1 PARKING SPACES PARK!.VACES(STANDARD) (ACCE59BLF)REQUIRED ROMDED - S SPACES w Q • g E x © O�� -,/v PARKING SPACES(ACCESSIBLE)PPROVIDED STB SPACES Q MET POND ,.„pi _ •If INVENTORY SPACES PRONDFD 625 SPACES o 3 BTM-724.00 l- - NP-733.70 I 4 I O� - RCP-RCP I I TOTAL PARKING SPACES PRONGED - 747 SPACES Z 1D-1A-736.Is -s-.. --I ./._1 -- -- I I \ - 100-YR-]37.66k 69'15'27'w-656.19'(Y) I/� '•:v, - - ' ORIGINAL ISSUE: /17/2021 - - � Toe-741.00 OI' i ETOSTINc WET Porn I gTE DATA: I e9'26't6'w-656.20'(CO ` i I PROPERTY. EXISTING DRY POND ' PIP-732654 I: - n 1PROJECT 3 / La.I I 1 0 NEw 100 YR-736.06 �i I - TOTAL AREA: 9.06 AC N) I iN Corm.I Propen+ts,LLC eTY t 733.28 Inr 73326 c ( 1 e"' IMPERVIOUS AREA 6.70 AC KHA PROJECT NO. INST./20170t9366 I \Curb Inl 88 PERCENT IMPERVIOUS: ilex 170184001 E JSE:AUTO SRLES'3...fee- R.m-7 e , ALL PAVING W1TH THE EXISTING CITY RIGHT-OF-WAY$HALL CONFORM TO THE -�� _ Inv=736.�• I 2 o' -,-,1_,P REOLAREYENTS CF THE DEPARTMENT Of ENNNEERING.THE CONTRACTOR SHEET NUMBER I\ 12''•' 3 • o p SHALL CONTACT THE DEPARTMENT OF W TNEEPoNO TO NT'EM LE A F -_ -- CXISTING WET POND o it c v'I O i u 6 s ��Irott1on NP 2 73I.65 I C 'a PRE-CONSTRUCTON MEETING To RENEW THE DEPMTYENTS CONSiitUCTION REOUREMENTS,STAFF NOTIfiLATION REOUIREYE VIE REQUIRED INSPECTIONS C3.0 / _ FOR CERTAIN STAGES OF THE WORK AND TO RENEW IST NITMORITY OF ME I i J� I j •n y DEPARTMENT AS IT REUiES TO WORK WMIN 7NE EIUSTING AND PROPOSED RNrT-OF-WAY. . 1 Q° c • • • f 3 ) ADJOINER: •• -� Indiana Utilities Protection Service 36-wood` 1 IN•/ (gross) aria-Williamson Run `• •`` r I f•na• '` Rim=7u33 •IWM S•exen g (gran) u fD 7sg.s3 (weaa.) 36•-ood Ian.*Inge INST.r6ssf>ant.00d 2i out a f•M• Plat Caeln•t I.sad•MANION 1: ] S6-rood-, - _._ USE:RESIDENTIAL form fi•Id term field ura p``-L�it NORTH o"-..,'- ... • St I .)! .-. .. 12-RCP Inv=776% - !fare• 11 Mar- Cal' 811") / • 1\ _ !K!!'!rE-M/.t! (/ __ ��_ before you diq form 1I•la `form a•Id ((Y1Q) T` 6 I I tarn fence !r'15'!6•E-Malt(D) `P410Pg6tD I it "' MDPQTV(NE I }S GRAPHIC SCALE IN FEET - - I I,ni 0 TS' SO' 60' • oo� -I I Y - t-_ I I 1T 4-- PAVING & CURB LEGEND tornfield - - - 7 0 �co�reel s {Wood R'Roo form. ® a re STANDARD DUTY ASPHALT PAVEMENT �'o r SEE CONSTRUCTKM+DETAILS FOR VI A INSToa 2 25400 r _ - o7lvn c PAVEMENT SECTION SUSE:C RCIAL 6 LJ I ( HEAVY DUTT ASPHALT PAVEMENT I r SEE CONSTRUCTION DETAILS FOR i ' ' ' • ' • ' ' �: n_I iglu'� PAVEMENT SECTION I DRY POMD C \ _ 13' Y \��\ SEE CONSTRUCTION DETAILS FOR S B7Y-734.05 IN�,Q O RLS71T OF WAY PAVEMENT < 1p-M 736.15 ® p+ T II ! \\ PAVEMENT SECTION 1o0-YR-737.67 $Si K - w>r rTklrafTF SNFWALN TOB 7�S_00 I era SEE CONSTRUCTION DETAILS FOR /Ir o I i11'1V PAVEMENT SECTION �c7 Z i �\ �\ �\ I I W P r I-r' HEAVY DUTY CONCRETE PAVEMENT C [AT SEE CONSTRUCTOR DETAILS FOR • Y0 ' ) I Y PAVEMENT SEcOoN 0 -__ 7 - O -- I 0 I G I .. SEPMAI T TRAM u 3O I SEE CONSTRUCTION DETAILS FOR 1„a, • PAVEMENT SECTION g - c w, I 1 I �^^� i gFR8 8 ( P'>� ) 1a 6 C 4 4, 0 ,....•'7 0 I Q= ( STANDARD CONCRETE CURB • �. �• q A / q , O �� _ _ _ _ ' O KEY NOTES oR / • I 1. CONCRETE CURB.TW.(SEE DETAILS) C 2 • \ Y • kl s I N _ I A� `� A✓ II I I I 2. DEPRESSED CURB(SEE DETAILS) i m 3 E 1 I -- I I 3. CONCRETE SIDEWALK.TIP.(SEE DETAILS) A o m o J _� / ` 4. 3-TRANSITION CURB(SEE DETAILS) I \ 5. PAVEMENT YAKKING y' • I '//// ^ -�_J_J [[[P��//////��{{� I \ 6. CONNECT TO EXISTING PAVEMENT,SIDEWALK,CURB,TYP. OCL. X --- . - ----- -'-' / �! 7. CONCRETE PARKING BUMPER TYP.(SEE DETAILS) ''.2,? Et 5�S���tt ) /....• _ 1 I. 6. ACCESSIBLE PAVEMENT MARKINGS.TYP.(SEE DETAILS) Po fI • �rl I ASSIGNED ADDRESS' EXISTING ROW I I 9. ACCESSIBLE PARKING SIGN,TOP,(SEE PLAN FOR VAN LOCATOR) ' ��� fXXX��f�� ( ) ��+ 4250 E.%M STREET I (MUTCD R7-&SEE DETAILS) El El / i Ex INDIMIAPOUS.IN.240 I I �O VO vo O ) P P e P CI ` BUILDING 1`P�...oI - : T:::: :EE,TW AILeTRI5/4/2021 I II ��Ir _ $�I .Iill "`s` O LINE.TOP. „r Io sal i=I`•o 13.21 WIDE STOP BAR,T'rP.(SEE DETAILS) E oILL L/ I`u m I ism 14.STOP SIGN.TYP_(MUTCO R1-1.SEE DETAILS) 0 a L'�P-_ r [J IJi 3• I]_N PSI"r reN 'S1>=� I5.BOLLARD,TYP.(SEE OE TAILS)36.46E. I. '^ / 'm 16.TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTJRAL PLANS fOR DETAILS) O �' i I ___ ------ { , ////// .0 1 I 17.TRANSFORMER P.(SEE ARCHITECTURK PLANS FOR DETAILS) 111 44 - tor. omo 1 I +HTh 1_1 0_1 �� �IYI`�. -� -- - B -"-�- O " ----- I I IIg 1 N/S,. 1EL mONUmENT SIGN(SEE 19(SEET SITE EUGHTINGYM F CITECTUR.PLANS OORDINATON ONLY DETAILS) Il .. Mo(sq= o a g J I 20.BIKE RACK(SEE DETAILS) c n�- 11 j I I I I rr , o- - - r - I_L j__ _Ll_l_______t_ _ J-�„4 S __ _ / 1 1 Imo\ 21.RE INNING WN1(CONTRACTOR DESIGN-BUILD SEGMENTED BLOCK)bv I I I I Cure inlet m=736-20 l i 22.CONCRETE/ASPHALT INTERFACE =734.03 in E; u„ - 1 \�' I / \ 23.WOOD BEAM GUARDRAIL o �'' �' I. 24.'NO YOW/NATURAL AREA'SIGN(SEE DETAILS) 41 V.H•Id'Pnd n, 1 I I 25. IJN PERFORAMD DENDRAIII FOR oR•r POND I' Z "..a-W finNJa M• 3 5 R stets L..001• TIP.) I I Q a d bur�1 1 I J g ;T, 9692 o 1111- f SITENOTESU - Ef ti PRaPD5E0'RCP/�fi W ` I . I, ��ERTY`^ I I. ALL DIMENSIONS REFER TO THE FACE CF CURB UNLESS OTHERWISE F- 4 i IrSll NOTED. • I �/� .11 c '� NPROFERIS I 2 BUILDINGUNLESS ODIMEN 15E NOTED.TO THE WTSIDE FACE DF BUILDING VJALL LINE I I BUILDING DINERS.,DOOR LOCATIONS,PRIOR TO ORDERING b c YATERtALS. .. I I 4. RADII ADJACENT TO PARKING STALL AND NOT DIMENSIONED ON THIS O $ S • • PLAN SHALL BE 3-FEET,TYPICAL. CC U c l - C •• • .•. �. .•. I 5. REFER TO ARCHITECTURAL PLANS FOR MONUMENT 51(i1 DETAILS. J W e� S 11 Si i� _ I SEE MEP PLANS FOR SITE ELECTRICAL DRAWINGS. . ( '.) (� ( -.) I 6 A L R PROPOSED SE ON-SITE STRIPING SHALL BE PAINTED UNLESS Q Z = Z W • J ° (TOR.) I 1 I I„ I SITE SUMMARY Q Q '^ . X--rX-1-.' . . . • . -: . . . . a . . . O 'F'. sITE ZONING 8_3 Z F- W Cr `! r o.o...•..) ..n of X , ill SITE ACREAGE 9.06 AC.3 W (Q� V•^) rlE. I PARKING$PACE$(STANDARD)REWIRED - 9 SPACES O b • \11 I ` *f, �r 2..r111 PARKING SPACES(ACCE59BLE)REOUIREp - S SPACES Q 7r ( LLI I I curb I PARKING SPACES(ACCESSIBLE)PPROVIDED - S 6 SPACES _1 SPACES LL Z a _• S 1- I BitWET P�00 J I INVENTORY SPACES PROVDED - 62S SPACES Q 1 -- -- `7•� - 10-YR 7.7105 _ _ _ r,� -�l I 1� I TOTAL PARKING SPACES PROVIDED - 747 SPACES Z ` 100-YR:737.86 r48 - 1 -- -- -- c { PROPO�D __ TOB-741.00 •N14_gyp•(D� II EXISTING NET POND SITE DATA OR3�17/ZOZ7 lit \ moron LINE -.: - -_. L_ NP W 732.653 M TOTAL AREA, 9.06 AC Yi - T I I �_ '.,I_R: EXISTING DRY POND 24... L J NEW 1f10 Yfl�736.06 O 1HI IYPERNOU$AREA 6.70 AC KHA PROJECT N0. _ BTU 3 733.26 - PERCENT IMPERN0.15: 73,9x p•AIn.LLC lnv=73).:- E 170184001 It) 1NS1..2017049566 3 I" ALL PAVING WITH THE EXISTNG OTT RIGHT-OF-WAY SHALL CONFORM TO THE E o 1.73r EFTO SIRMEF S Ilig:i REOUIREYENTS OF THE DEPARTMENT OF ENGINEER..THE C.TRACTOR SHEET NUMBER p SHALL CONTACT 7E DEPARTMENT OF ENpNEERING TO SCHEDULE A g �- ` "--``` DIr•caon o �` I EXISTING WET POND 1 C Rc l• PRE-CONSTRUCTON MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION i W GG 6Y d ) I �� y �- -- �� , _.._MP.L 737.65 [ `•W. FOR CERT.+STAGES OF THE AWORK AND TON RE EW THE AUTHOR�C OF THE _ U' DFPANTIIENT AS IT RELATES TO WORK WTHw THE EXISTNG AND PROPOSED ��'O �' �- T -. Wnib RIGHT-OF-WAY. e I • 9:,,,, (�e• - Indiono Utilities Protection Service ._o r, =736.86 Plot CUNST,KESIDENTAI�o farm Dald ~ _ 24• " 1 __1 17•Rti _ (woods) 36.1��� j i.• fence 1 Y 12'RCi p { - I, / 1 7S9 53 q =38.65 INST,1,S Slide N rood a r rn I`tiA /\ <m36 ood ' Furb �° CaII 8111 NORTH `" I rtarrn field 4 - __ -- .< -- -- _- SB'7 93'2e-E e56.17' M _ ry 6 I farm flaw form field - () - -- j - - before you dig o I lmce fence SIW45'39%-Goals'(0) PROPOSED I PROPERTY UNE I GRAPHIC SCALE IN FEET E -- I)qq rJ 0 1D' 30' 60' fMoon:) I _ ADJ I f„ r , XI p n 1 PAVING & CURB LEGEND =N li Root„, Co, LLC II c lion STANDARD DUTY ASPHALT PAVEMENT 3 ZO E r- 1 •° SEE CONSTRUCTION DETAILS FOR INST./2 25400 --^ - o ly S S USE:CO RCIN - PAVEMENT SECTIONLi .-._._.1 HEAVT DUTY ASPHALT PAVEMENT _ , - SEE CONSTRUCTION DETAILS FOR PAVEMENT SECTION • DRY POND < o V'U \\: 1 RL¢1T di WAT PAVEMENT x BIM-7..05 i u �i" I\ SEE CONSTRUCTION DETAILS FOR e B o '� PAVEMENT SECTON i 10-YR-736.is TOtIESFTF SDEWAUL 110-YR-73.15 Um=N$c.. u TOB-743.00 Sea . , 4 . SEE CONSTRUCTION DETAILS FOR o i , �\ �` W° PAVEMENT SECTION �Z =e _ -p r' SEE C DUN CONCRETE pI VEMENT C i >< - (I I 0 �a i ��� PAVEMENT SECTION DETAILS FOR O $ ]- /# P JJ D: _ ASPHM T TRAJ = a SEE CONSTRUCTION DETAILS FOR • OO - (TYP.) -_ __ __ c= I PAVEMENT SECTION F $ 8 _ (TYP.)� B3 12 47 , Q It /,- I J O. - ^ rco+ta $ v O ®♦ © a_s STANDARD CONCRETE CURB 6"1b s E y F / a v a) l\ Z dv Q) 8-^i - - - - �'° �� KEY NOTESF ... - Qn1 E I I �\ vI` I I 1. CONCRETE CURB,TYP.(SEE DETAILS) < o ; i A./ I ( 2. DEPRESSED CURB(SEE DETAILS) i ] CONCRETE ADEWAU(.rm.(SEE DETAILS) i 4. 3'TRANSITION CURB(SEE DETAILS) i a ¢ it U i . 1. �A / �' i�� /// ' f ----�1- 9'/•9 - I S. PAYEMEN T MARKING y' OO v I �r Jll I 6. CONNECT TO EIaSTNG PAVEMENT,SIDEWALK,CURB,TYP. Q- 5 'eti -� /' ' ©E] O 1 B - - a OI I I 7. CONCRETE PARKING BUMPER TYP.(SEE DETAILS) �p0E. ? / ' ASSIGNED ADDRESS: EXISTING ROW I _I L ACCESSBLE PAVEMENT MARKINGS.TW.(SEE DETAILS) QQO JG�\ " x I (TTp.)Qet d -,� '' 4250 E.96TH STREET • 9. ACCESSIBLE PARKING SICK,TYP.(SEE PAN FOR VAN LOCATON) Q$y'�� I 'TIT 1 ® INDIANAPOL15,IN♦62w I I (MuiCD R7-B,SEE DETAILS) O.f\O`' IIa r� a ` BUILDING ' I j 10.ACCESSIBLE RAMP(SEE DETAILS) 0 # �I I t1�515$F (�n� m FTE:742.50 =�I p V�Kri 11.2'WIDE TACTILE WARNING STRIP 5/4/2021 1...., fi 1.'11-71 ^ T wFPc:7a2.oD 1-4 �� I L„ I S�S {�,.�g � 12.i MDE PRATED WHITE$OLIO LINE.TW. ° Inn I �a og 13.2i AIDE STOP BAR,TW SEE DETAILS c I off"' ,:i 14.STOP SIGN,TYP.(MUTCD R1-1,SEE DETAILS) 0 1- ,,..----10,, `, V } f o o, 'IA° 15.BOLLARD,TYP.(SEE DETAILS) 2 i'RCP - 6I 1 a -v b ro9l `W'in c� Te.4e / ro :� L -- -- I6.TRASH COMPACTOR AND ENCLOSURE C (SEE ARCMITECNRAL PLAN$FOR DETAIL$) 0 `/�'II 11 Il J 1 L.1 l 1 1 i-_.1-- _ -}L_ 1:- ke e[ o 17.TRANSFORMER PAD(SEE ARCHITECTURAL PLANS FOR DETAILS)I ILIIIIII ��1 r ---- �- -� O �-t t1 I C I ory im„J B Ifs MONUMENT SIGN(SEE ARCHITECTURAL PLANS FOR DETAILS) W E s 1 1 111 I t_-_r--- 19.LIGHT POLE$SHOWN FOR COORDINATION ONLY /� v(/5): eAILa9 o 0 !I/ (SEE STE LIGHTING RAN) 0 20.BIKE RACK(SEE DETAILS) ty- $� i I �J r -r "I -- -�� _ - - -� -�- -- CT 1 1 i TA n 21.RETAINING WALL(CONTRACTOR DESIGN-BUILD SEGMENTED BLOCK) ! I wile I (*n N Ei ..MER: _ 36.20 - 22.CONCRETE/ASPHALT TEKFACE ' u _ 34.0! I (/'\ 21 W000 BEAM am MRAL a "" a •#v.Held Pnd = - - ---__ I 1� r 24.140 MOW/NATURAL AREA•SIGN(SEE DETAILS) `. P �'o WI'stsaso `M• • 28 9•PERFORATED LINDERORAIN FOR DRY POND 1 Z m °a Ir obi" F 11 II�.I . �Ei - \ Reoe sfoHe e• TYP.1 _____ ,cT 999 969. p V y ( A54GNF0 ADORfSi -� I '•"' 4,it U 4- 42w E.96TH STREET GAR INDIANAPOUS.IL,462w . a, SITE NOTES a i FFkPROPOSEOlRZ,.. W c >: I IIF FUTURE BUILDING f iu".+`". fv ar> PROPERTY I 1 ALL DIMENSONS REFER TO THE FACE OF CURB UNLESS OTHERWISE - A 1e,000 SF LARGEST 111 NOTED. FFE 742.50 NON-ARTICULATING _ 4FPG.742.. VEI9 AR CLE THE SOFTWARE 2. BUILDING DIMENSIONS ARE TO THE WTSIDE FACE OF BUILDING e 3 T r_PROPOSEDHAS 1-® - UNLESS OTHERWISE NOTED. ° I I 3. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS TO VERIFY ALL PROPERTY UNE .61 1 BUILDING DIMENSIONS.DOOR LOCATIONS,PRIOR TO ORDERING i! I �_^ 4 I`\y _i____ I MATERIALS. I"' q AA I 4. RADII ADJACENT TO PARKING STALL AND NOT DIMENSIONED R THIS B a Q TT T L - 4 I °i./ �- PLAN SHALL BE 3-FEET.TYPICAL. O r�/ a] . E� E7is 12 �---- S. REFER TO ARCWTECTURAL PLANS FOR MONUMENT SIGN DETAILS, LL IS _ I SEE LLP BANS FOR SITE ELECTRICAL DRAWINGS. r}N� (T7p) /"j- � I 6. ALL PROPOSED ON-STE STRIPING SHALL BE PAINTED uNL£SS LL Z H ICI)- t-/ `J „ LJ �L v I ( . I OTHERWISE NOTED. Q Z `• (TM') I Ell I I� SITE SUMMARY Q Q CO • •�. .JJL . . • • . • . . . [ .V K-a f_ 0 - STE ZONING . 0-3 I� LU CC O Q 1 L_ ��/III , ITeR" � 4 I _Fa , . a at '-6�•) vTE ACREAGE = 9.06 AC.t O III Q 7ynem--lnrt,� PARKING SPACES((STANDARD)REQUIRED 117 SPACE$ N O '...a..7....„.5.____r,. ` �2rall I PARKING SPACES(ACCESSIBLE)REQUIRED S SPACES (.I-I Q o I c I I urb PARKING SPACES((STANDARD)FRONDED - lie SPACES J Z • S - PARKING DACES(ACCE5IDED PROVIDED - 5 SPACES a Q E WET POND a INVENTORY SPACES PROVIDED - 625 SPACES BTM:72a.00 j Q 2 _I __ _ _ NP 773.70 \D4 RCP . TOTAL PARKING SPACES PROVIDED - 747 SPACES m=732.84 i 7 D-YR-736.15 1.-- _() - -- - .vim - -- - \ ORIGINAL ISSUE: t vt -_ 11DB 791.00 Ne9'IS'27•w_656.19' 4 F V = 733.1A ! 1a•RCP I-L_ _J � STE DATA; } 17 2021 = .. 11E Ne9'2e'4e-W 656.20'(0) �EgS1N0 LET POND •I • \ eoHa H ./ ' IE%ISTINC ORY POND 653 N TOTAL AREA. 9.06 AC P ii °� ( ') ./ NEW 100 YR-73L06 y IMPERVIOUS AREA 6.70 AC _ , j KHA PROJECT N0. Inv=733.2e d�� i PERCENT IMPERVIOUS: 73,9; f ell) - - c^INST.12017049586 -- IB►B •�S6 ALL PAVING WITH THE E%RTNG STY RIGHT-OF-WAY SHALL CONFORM TO THE 1E0184001 -_ --... v14T0 San,SMA'IBF -� In. 736.7 j S Zo$tiE SHEET NUMBER RHALL C ENT$dF THE DEPARTMENT OF ENGINEERING.TO ME CONTRACTOR •���- 12' 1 _; aqq SHALL CONTACT THE DEPARTMENT OF ENGINEERING SCHEDULE A Dlreceon q ' 40 0 0- B So c REWIREMEN1S,STAFF NOTRYCATON REOUREMENTS•REQUIRED INSPECTORS STRUCTION 2 E%ISTM.WET POND QPRE-CONSTRUCTION MEETING TO REVIEW THE d I a �, MP t 732.&S I . FOR CERTAIN STAGES OF THE WORK AND TO RENEW THE AUTHORITY OF THE C3.0 J J oe ....17i.1 DEPARTMENT AS IT RELATES TO WORK WHIN THE EXISTING AND PROPOSED _^` ' l 41 u 1 1 2 u _S I RIGHT-OF-WAY. Indiana Utilities Protection Service 1111111! ��{� Call 811') NORTH 6 p before you dig WILLIAMSON RUN GRAPHIC SCA LE IN FEET or EX.GR. SUBDIVISION G Zi.:i ' 747 EX.GR. *' 746 NOTE: HOME FIRST FLOOR BRIAR LANE ELEVATION ARE ALL _ �, EX.GR. 1 ESTATES EX.GR. ABOVE EXISTING GRADE EX.GR. 747 `� 745 (EX.GR.) NOTED. ALL 748 HOMES HAVE MULTIPLE STEPS INTO THE HOUSE. ,,,,,,C® — `� EX.GR. E �'�' , , '--- 744 E `g T _ EX.GR. 0l., EX.GR. 746 EX.GR. � I.li I 748 745 E 1,-gi I \ , --N.-- iiii„i wi 4 z r-—— —— —— —— —1,� --s. — f - . TWIN,— — — — ' 1 I _ \ <o 4---i• a AE*1+�► , 7 41.6 gab �. ee. , I 19- _ _° of 1 ` .— _ LLLLLLHJJJJJkH o $1 —.I , ...., ,.. i ,�` H .1 r 1 l � . o .. , E±ttft— il FF=%42.50i 1 , , I.9 I i f - f �f--- 444 -11f -l-fifi-� " )---- a ILi ,,,_,_„_,_,J.,„_,L,4,,,_„,L,_„_„,,,__,__„_,__,-- __ __ __ ..„ . ,_ ,!,, , , . . 1-, ,,„ 1 11111111111111 111111r N. -i-C1141 1+ J IH ► 111HHi11 ► HH ► ► HH1H1 ► 1 ► 1HIIL - 1 6- $ � I I FUTURE - 1r' ° W 1 FF=742.50 1 a Z ~ z = I •o 1 1 . - F— w cc ` !—`—r•m1i a x a-[{=a s ■ -a a—�� x - _ Z W S o,, is II di I t t i I,US ' : — 1 1 1 �� --' _ 1 0 to U w " l. �.. I I 1 / H O N _ _J a« Z 1 ' , ` a L _� ORICINALZOSS EE: Y g - - - — -may KHA PROJECT NO. Y E 170184001 €€ E � /_;- SHEET NUMBER € SP-1 Oaring nor.:N:\NDyDEV\12016400I_NuyNlun_961n Slrwl_Carm°J11\2 Dee*\CADOVIon6he.I.\961n Street\LI.O-LANDSCAPE PLAN.d.g L1.0 May 26.2021 e:olpm by EEi.Bal} 1hN document,lapel..Iln Ina concepts and d..pne pr..rll•d herein.oe an n•trum•nl of service,I.mended only Ice the specific purpose and client for*kb N.•p.ar•°.Reuse of one Improper reliante on lni•document.Nnoul mitten aalnortrotlon and 0000lotion 0y 11Yn9.y-Nwn ono AM0Cia1M,inc..ndi M.Nnoal liability la NImi•y-Morn and A•wabr.•.Inc. lI)\' _�/_/. / / \ \�/ / 'I '' -�� --Y__-- �����\. - l//N- - - -_ _- ---------- :ram-,Y/I I I ram\ - E ---- __-=- ---- `• // ice --- J �- / //// _-__I QB r( Irt,=, L, ,_7: = Q BQB cB 4B c9 B _QB = CB Q© -- 40 CD=QBm"91 1D CB11D-- 40 CD-= QBA4DAD _CDC _ `..wt ►����l �.��lh E� 3 � �� r Q �ww .+wiasi�1 O/re1s�:�e oii, ,!,��L �(•_�� 5SS :A� �I- 1::„.___:\ e - - -+ l ,oej9 � e >• Flt _ � � � y Bf nua>dIIY69K:_+i�[ S.n �/ - � � � � �. � �u �I .., • �I , , +; 4fi II1 ) I r � \ -_ �}_ ��h ■,lo� , T�- - 81 i i ii ill i 1 i i ,; -T .. . r- inuiv '11 i ' '' I �I I Q *' yai� , a� ' .. 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' e , ,&`I II l ,t� I r'm- �, `4�IQ®-� �.�I� I e 1`'� \\i \ I 1 N�1 ill' t I Fi -W__.�_ ►-"� OLP .t1 `49td`—".7--;1 RPFlar40 \y ��i/e f 1 * I I I s g i ! {, t I I I .a1�r .r..� _ .2 . 1� � � Ili � aar �_ m ' art J , \ 1 ' 4 I1' s r Q'� ——-L-- ---a--- — — ::-'\ p \\ 1 ' 1----, , / ' • I ......„------ ligi\\ _____,./---r----------. 1- N------...... rAl 4 • 1 \\ a.aE I°°oo.Eoo 0 r --- - � \ 1 _- - - >m ,\�`�_ \ 1 i RANDALL DRIVE _ — -- *WINNE. • ` a y Cost 96N1 Sfre•1 Aulo --- - - _--a0i0YiEi:,= -= ®0� � {{{ --Piik=SuialOSPo1F' AOJOIM&I: pork 1 Block A'In I ra INST,�2001000002E5 4*---dArd YNIb59!!- ___ EoN 9EIh Skutt Auto i N°I CoWWN 2,slid°S3E - Port Su°00 OO2 Aillt20utO0029I _ --USE:"OFf1Cf INST.1���001 ES INST./200600029124 --� i� C USE O, II SSE 'AIOTZUSIR1 T smie—sa— C USE:OFFICE USE:OFFICE I g CID I. o a u. - S -o ( m iU 2 \ - =.Z7 LL,,��NA Z /Fl Z r1 m —OOI' SCALE: 2 NAPLETON AUXILIARY LOT ti0T`:;►""---,, AS NOTED I- sp-= AND DETAIL CENTER LANDSCAPE . 0-NI c,,,, DESIGNED BY:AMM Kimley>>>Horn � �r PLAN napleton.com T �� pTD]I aM Ey-�DRh AND ASSDOA S. 'm N- 4250 E. 96TH ST CN� ," r n "` p y O N \ Avs, GC``Q DRAWN BY: co8 20 CAST%iN SiREEi,$UTE IRD, O m y+y/1r Automotive Group =9 Tj T .- INDIANAPOLIS.IN 46240 m C it O 0 PHONE:317-2119 9560 z m CARMEL, IN '.'C'I° CNECNED BY:WAN WWW.NIMLEY-NORN.COM A TAC COMMENTS 5/4/2021 AMM 1 mm No. REVISIONS DATE BY Indiono Utilities Protection Service �y t ORDINANCE CHART Call 811') ZONING:B-3 o F REQUIREMENT REQUIRED PROVIDED before you dig .n ao 5 BUFFERYARD b • •Bufferyards shall be located along the front,side and Bufferyard"D"- •North E rear lot lines of subject parcel(s)and shall extend the 30 feet wide,8 shade trees.2 ornamental trees,20 Existing Tree Buffer • entire length.Existing vegetation may be applied toward a shrubs(per 100 LF) 140 shrubs Bufferyard if it is of a quality and state of health. (some shrubs placed elsewhere on site) •North: 656 LF/100 LF=6.56 •East: LANDSCAPE NOTES V2'' 3 7'8=56 shade trees 9 trees+11 existing trees is Z 7.2=14 ornamental trees 50 shrubs o O 7'20=140 shrubs 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR(STALLING MATERIALS AND PLANTS SHOWN ON THE c�w 5 •South: LANDSCAPE PLAN.THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES,ADJACENT LANDSCAPE, 8. SEED LIMIT LINES ARE APPROXIMATE.CONTRACTOR SHALL SEED ALL AREAS WHICH ARE DISTURBED BY GRADING c>a 5 PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS WITH THE SPECIFIED SEED MIXES. Bufferyard"A"- 28 shade trees 10 feet wide.4 shade trees and 10 shrubs(per 100 70 shrubs DURING INSTALLATION OR DURING THE SPECIFIED MAINTENANCE PERIOD.CALL FOR UTILITY LOCATIONS PRIOR TO C LF) (trees and shrubsplaced elsewhere on site ANY EXCAVATION AND PLANTING. 9. CONTRACTOR SHALL INSTALL SHREDDED HARDWOOD MULCH AT A 3"DEPTH TO ALL TREES,SHRUB,PERENNIAL,AND GROUNDCOVER AREAS,TREES PLACED IN AREA COVERED BY TURF SHALL RECEIVE A 4 FT WIDE MAXIMUM TREE RING due to proposed wet pond) 2. THE CONTRACTOR SHALL REPORT ANY DISCREPANCY IN PLAN VS.FIELD CONDITIONS IMMEDIATELY TO THE WITH 3"DEPTH SHREDDED HARDWOOD MULCH.A SPADED BED EDGE SHALL SEPARATE MULCH BEDS FROM TURF OR G5 •East: LANDSCAPE ARCHITECT,PRIOR TO CONTINUING WITH THAT PORTION OF WORK SEEDED AREAS.A SPADED EDGE IS NOT REQUIRED ALONG CURBED EDGES. 450 LF/100 LF=4.5 •West: 5.4=20 shade trees 24 shade trees 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT 10. DO NOT DISTURB THE EXISTING PAVING,UGHTING,OR LANDSCAPING THAT EXISTS ADJACENT TO THE SITE UNLESS .0 i 510=50 shrubs 60 shrubs SETTLE. OTHERWISE NOTED ON PLAN. C L 4. ALL NURSERY STOCK SHALL BE WELL BRANCHED,HEALTHY.FULL,PRE-INOCULATED AND FERTILIZED.DECIDUOUS 11. PLANT QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF THE OWNER AND JURISDICTIONAL REVIEW AGENCIES. • <g Y •South: TREES SHALL BE FREE OF FRESH SCARS.TRUNKS WILL BE WRAPPED IF NECESSARY TO PREVENT SUN SCALD AND THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AS DRAWN. 628 LF/100 LF=6.28 INSECT DAMAGE.THE LANDSCAPE CONTRACTOR SHALL REMOVE THE WRAP AT THE PROPER TIME AS A PART OF THIS T 5. 7'4=28 shade trees CONTRACT. 12. THE OWNER'S REPRESENTATIVE MAY REJECT ANY PLANT MATERIALS THAT ARE DISEASED,DEFORMED,OR i S OTHERWISE NOT EXHIBITING SUPERIOR QUALITY. ,� 7'10=70 shrubs 5. ALL NURSERY STOCK SHALL BE GUARANTEED,BY THE CONTRACTOR,FOR ONE YEAR FROM DATE OF FINAL P w°V§,1 $ INSPECTION. 13. THE CONTINUED MAINTENANCE OF ALL REQUIRED LANDSCAPING SHALL BE THE RESPONSIBILITY OF THE OWNER OF m q 8 •West THE PROPERTY ON WHICH SAID MATERIALS ARE REQUIRED.ALL PLANT MATERIALS REQUIRED BY THIS SECTION S a n 550 LF/100 LF=5.5 6. AMENDED SOIL SHALL BE PROVIDED AND GRADED BY THE GENERAL CONTRACTOR UP TO A 6'DEPTH BELOW FINISHED SHALL BE MAINTAINED AS LIVING VEGETATION AND SHALL BE PROMPTLY REPLACED BY LANDSCAPE CONTRACTOR F W R's�n' 5 6'4=24 shade trees GRADE IN TURF AREAS AND A 12"DEPTH IN PLANTING AREAS. DURING WARRANTY PERIOD IF THE PLANT MATERIAL HAS DIED PRIOR TO FINAL ACCEPTANCE.PLANTING AREAS E -n S^ fi SHALL BE KEPT FREE OF TRASH,LITTER,AND WEEDS AT ALL TIMES. 6'10=60 shrubs 7. PLANTING AREA TOPSOIL SHALL BE AMENDED WITH 25%SPHAGNUM PEATMOSS,5%HUMUS AND 65%PULVERIZED / „R i E t FOUNDATION PLANTING SOIL FOR ALL SHRUB,ORNAMENTAL GRASS,PERENNIAL AND ANNUAL BEDS.AMENDED TURF AREA SOIL SHALL BE a STANDARD TOPSOIL. E s •I, m • •Foundation plantings shall occur within planting beds at ••Total planting area: , ;i least 5 feet in width,with exceptions for appropriate North Building:2,181 SF-0.75=1,636 SF to be North Building:1,636 SF planted m approach driveways,courtyards,plazas.and pedestrian planted m o _i access to building entrances. South Building.3.378 SF planted § S E •Primary landscaping materials used shall be shrubs, South Building:4,503 SF'0.75=3,378 SF to be SEEDING LEGEND S omamental grasses,and groundcover.Plantings shall planted sss s'r - - .. PERMANENT SEEDING ...�s F"UE C.r.0' cover 75%of the planting area. \�d • AMERITURF FRONTRUNNER BLEND TALL 0 PARKING LOT PLANTING - ���0� - w w FESCUE;APPLY AT A RATE OF 350 LBS/ACRE - J (8LBS/1000 SOFT) '• qO JG •_ 5 •A minimum of 1 shade tree and 5 shrubs shall be • 122 total parking spaces/10=13 trees required • 13 trees - p,2,�q-• ts, I planted for every 10 parking spaces provided. •25 shrubs - r co rer8 s • 122 total parking spaces/5=25 shrubs required t'-G0'E ARC.•`O` 0 t/sss`6 V. f PLANT SCHEDULE 15 INNOVATIVE LANDSCAPE DESIGN APPLICATION EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CON7 CAL HT Eo PA 24 PICEA ABIES NORWAY SPRUCE B&B -- 8'HT MIN 0 •At least 2 innovative and environmentally-friendly •At least 2 innovative and environmentally-friendly 1.Native trees making up at least 75%of V = SHADE TREES QTY BOTANICAL NAME COMMON NAME CONT C2.5"AL HT Y o applications are required and shall be described and applications are required and shall be described the total tree count AR 6 ACER X FREEMAN!!'JEFFERSRED' _ AUTUMN BLAZE RED MAPLE B&B CAL MIN ' 1 shown on the landscape plan. and shown on the landscape plan. 2.Existing tree protection-Proper tree E 3 preservation of at least 10%of the AS 10 ACER SACCHARUM SUGAR MAPLE B 8 B 2.5'CAL MIN - - Bufferyard or 25 inches of DBH within the W o property. GB 11 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY GINKGO B&B 2.5"CAL MIN -- MALE SPECIES ONLY wi ,E,Y i t GT 14 GLEDITSIA TRIACANTHOS INERMIS'SUNBURST SUNBURST COMMON HONEYLOCUST B&B 2.5"CAL MIN - m C cc R i QB 10 QUERCUS BICOLOR SWAMP WHITE OAK e&B 2.5"CAL. - �i X v OF 19 ULMUS X'FRONTIER' FRONTIER ELM B&B 2.5"CAL. - ,C_,.n 5 DECIDUOUS TREE SHRUB `sue 4. ZS 15 ZELKOVA SERRATA GREEN VASE GREEN VASE SAWLFAF ZELKOVA B 8 B 2.5"CAL. - SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE BG 61 BUXUS X'GREEN VELVET' BOXWOOD - SEE PLAN 24"HT MIN r r 1 Y tL�11iJ j € Remove trunk wrap Remove togs and Remove or,container Remove togs and CA 65 CLETHRA ALNIFOLIA'RUBY SPICE' RUBY SPICE CLETHRA -- SEE PLAN 24"HT MIN 3.. !) d S if necessary. labels. or none and burlap labels V E FG 21 FOTHERGILLA GARDENII DWARF FOTHERGILLA - SEE PLAN 24"HT MINI. Remove ell wire basket, Prune only dead or Pure only broken dead or IV 111 (TEA VIRGINICA'HENRYSGARNET' HENRY'S GARNET SWEETSPIRE SEE PLAN 24"HT MIN 1 Q twine aid burlap broken branches or Bmckhli using existing wit broken brore or WJ e double Nock's. Water thoroughly to double leaders. JP 89 JUNIPERUS X PFITZERIANA-PFITZERIANA COMPACTA' COMPACT PFITZER JUNIPER - SEE PLAN 18"HT MIN 0 Lill- .., 5 Before nee is,n the hole. eliminate air pocket. ..s remove bosom of basketStoke tree Remove ex e s o l PD 57 PHYSOCARPUS OPULIFOLIUS'DIABLO' DIABLO NINEBARK - SEE PLAN 18'HT MIN Z o C.: Aflerh ee s innlho hale if esw,y. Add I inches of to t Rae ond expose 59 SPIRAEA JAPONICA WATERER ANTHONY WATERER SPI REA - SEE PLAN 18"HT MIN -root e. J �,ove toss of basket Remove excess sal hardwood molds TC 88 TAXUS CUSPIDATA'BRIGHT GOLD' JAPANESE YEW - SEE PLAN 18"HT MIN • ;n„g ven,cdly. to locate and expose Keep mulch 3 i,k{,es Roo Awe should be = o from trunk. TM 80 TAXUS X MEDIA-CHADWICKIL CHADWICK'S YEW - SEE PLAN 18"HT MIN • E Bocktll uv,g existing sai. -VO°�8or8. I-2 ir,rfas otiose - f--- water thoroughly to `tint'grade. VB 28 VIBURNUM X BURKWOODII BURKWOOD VIBURNUM SEE PLAN 24"HT MIN 0 .s eliminate air pockas- Root flare should be J c 1.2incl.,above -Finish grade PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT SPACING (J,J S Add 12 inches of -finish grade. HS 160 HEMEROCALLIS SPP'HAPPY RETURNS 8'ROSY RETURNS. DAYLILY MIX 1 GAL 24"OC } hardwood mulch 50150 MIX Q Z W Z 7 0 Keep much 3 inche, -Finish grade LjJ e from Hunk. LS 274 LIRIOPE SPICATA CREEPING LILY TURF 1 GAL 24"OC J U i - E € X _1 W ' ___ -� SEDGES 8 FORBS CODE QTY BOTANICAL NAME COMMON NAME CONT Q Q C „ f. H W Ct OP2 25,925 SF NATIVE SLOPE STABILIZATION SEED MIX SEED Z W Q Q 8 , MIDWESTERN PARIRIE GRASS EROSION CONTROL MIX 0 a in U .}5 5 (MANUFACTURERS H U RECOMMENDATIONS, W ❑ '� k @ LEAVE SOIL UVD9t ROOT BALI LEAVE SOIL UNIX-R.ROOT BAIL J Z 4 LEAVE TO NE Y SUPPORT rr UN LEAVE SOITO HELP SUPPORT IT - c• L AND REDUCE SETTLWG ;__1 WP7 12,449 SF DRY DETENTION SEED MIX SEED Q AND REDUCE SETTIRVG ___ SHORT STATURE BIOSWALE MIX(WP7),EARTH NDATIOSTOURCE, Z I I ° INC.APPLY PER MANUFACTURER'S RECOMMENDATIONS. S 5 ��� ORIGINAL ISSUE: Di°" - 3/17/2021 Y $ 4----- I tit 2114E58AU DAMETER ! 4. KHA PROJECT NO. 170184001 F SHEET NUMBER 1 I L1.1 ) 1I 1 N a 1 / // \ \ 1 / I- \ / / / I \ / r 3 EAST ELEVATION N CMU WALL WITH COPING ,„ r BOLLARD 1 2 SOUTH ELEVATION scut:,/�•- ' 14'-6" )1 t O I \ // 0o �' / SK-8 y \ I SK-8 HYUNDAI DUMPSTER ENCLOSURE, REFERENCE PLAN FOR REFERENCE DUMPSTER ENCLOSURE K-0 RPROJECT NO: 09-009-91 S `�' NAPLETON DWG DATE: 5/26/2021 DETAIL CENTER DRAWN BY: FG CARMEL, IN DWG SCALE: COPYRIGHT 2021 EXISTING HOUSE 50' BUFFER PARKING LOTPROPERTY LINEPROPOSED BUILDING June 1, 2021 NAPLETON 96TH STREET SECTION EXHIBIT 0'60'40'20'10'NORTH