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Packet for PC 08-20-24
116th STREET SPRING MILL ROADEXISTING THE HAMLET at SECTION 1 JACKSON'S GRANT EXISTING THE HAMLET at SECTION 2 JACKSON'S GRANT EXISTING VILLAGE SECTION 1 JACKSON'S GRANT 116th STREETCLAY CENTER ROADSPRING MILL ROADCrA CrA CrA Br CrA CrA w MmC2 Br MmB2 OcAOcA CrA CrA CrA CrA CrA CrA Br Br OcA MmB2 MmB2MmAMoC3 MmB2 MmB2MmC2MmB2MmC2 CrA Ge Br BrMoD3CrA CrAMmB2 CrA MoD3Sh Br Br Sh CrA Br CrA MmB2 MmB2 CrA CrA MmB2 116th STREET SPRING MILL ROADMmD 2 Br Br CrA LOCATION MAP SCALE: 1"=1000'SOILS MAP SCALE: 1"1000' Map Unit: Br - Brookston silty clay loam Br--Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (10.0 inches in the upper 60 inches).The pH of the surface layer in non-limed areas is 6.1 to 7.3. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage. Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes CrA--Crosby silt loam, 0 to 2 percent slopes This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage. DAVID J. STOEPPELWERTH PROFESSIONAL ENGINEER NO. 19358 PLANS CERTIFIED BY: 03/01/2024 PLANS PREPARED BY: STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 7965 E. 106TH STREET, FISHERS, INDIANA 46038 PHONE: (317)-849-5935 FAX: (317)-849-5942 CONTACT: BRIAN K. ROBINSON EMAIL: brobinson@stoeppelwerth.com UTILITY CONTACTS: Center Point Energy 16000 Allisonville Road Noblesville, Indiana 46060 Attn: Chad Miller (317) 776-5590 TriCo Regional Sewer Utility 7236 Mayflower Park Drive Zionsville, Indiana 46077 Attn: Ryan Hartmen (317) 844-9200 Ryan.hartman@trico.eco AES 1230 West Morris Street Indianapolis, Indiana 46221 Attn: Dan Davenport (317) 261-5497 Dan.davenport@aes.com AT & T 240 North Meridian Street 2nd Floor, Room 280 Indianapolis, Indiana 46204 Attn: Steven Krebs (800) 288-2020 Sk4986@att.com Carmel Water Utilities 3450 West 131st Street Westfield, Indiana 46074 Spectrum J3030 Roosevelt Avenue Indianapolis, Indiana 46218 Attn: Jason Kirkman (317) 429-6691 ZONING = JACKSON'S GRANT VILLAGE PUD Z-653-20 TOTAL SITE DISTURBANCE = 1.593 Acres OPERATING AUTHORITY CITY OF CARMEL (317) 571-2441 ONE CIVIC SQUARE CARMEL, INDIANA 46032 1" = 300 FT INDEX SHT.DESCRIPTION C001 ADLS - COVER SHEET C200 - C201 ADLS - SITE DEVELOPMENT PLAN ADLS - SITE PLAN REVISIONS SHT.DESCRIPTION DATE INTIALS ALL REVISED PER CLIENT COMMENTS 05/15/24 RBM ALL REVISED PER CITY COMMENTS 07/24/24 RBM DESIGN DATA 1 LOTS 1.593 AC.= 0.63 LOTS/ACRE LANE "F"304.12 L.F. TOTAL 304.12 L.F. DESIGN SPEED LIMIT:25 M.P.H OPERATOR ON NOI LETTER Republic Development, LLC 13578 East 131st Street, Suite 200 Fishers, Indiana 46037 Contact: Sean McKinnies Phone:(317) 770-1818 SPRING MILL SHOPS Developed by: Spring Mill Shops, LLC Republic Properties, LLC (Manager) 13578 East 131st Street, Suite 200 Fishers, Indiana 46037 Contact:Sean McKinnies Phone:(317) 770-1818 Fax:(317) 770-1819 Email:spm@republicdev.com VILLAGE GREEN DRIVE K E A T O N D R I V EKEATON CIRCLEFLOOD STATEMENT This is to certify that NO portion of the property is located within a Special Flood Hazard Area (Zone AE) as said property plots by scale on Community Panel No. 18057C0208G of the Flood Insurance Rate Maps dated November 19, 2014. This site does not lie within a floodway or flood plain per the Williams Creek hydraulic analysis performed by Christopher B. Burke engineering, ltd. project #07-760 VILLAGE G R E E N D R I V E OTTO LANESITE SITE 10' 5' 20' REAR YARD MIN. FRONT BUILDING LINE SIDE YARD/AGGREGATE PRIMARY BUILDING SETBACKS ATTACHED RESIDENTIAL 75%MAX. LOT COVERAGE DEVELOPMENT PLAN & ADLS DOCKET No. PZ-2024-________ DP/ADLS SPRING MILL SHOPS Spring Mill Shops was platted as Block "A" on the Record Plat for Jackson's Grant Village - Section 2 - Townhomes. Recorded as Instrument #2023042671, Plat Cabinet #6, Slide 455, in the Office of the Recorder for Hamilton County, Indiana.S & A JOB No. 60160JGV-C (HAMILTON COUNTY)SITE 854. 1 4 854.2 9 853.1 9 853.7 9 854.89 855.52 851.90851.60855.69 854.61 853.55 853.21 853.78853.4 0 853.9 6 854. 8 3 855.87851.34853.66853.92854.22854.53855.64856.39855.34854.60855.40854.48854.60851.41853.80852.27852.99853.18851.29852.94853.60853.39851.72853.34853.87853.99852.26854.00853.59852.36851.41851.60851.75851.61851.51853.35853.08852.76851.04852.19854.80851.25851.22851.42853.37 853.86853.94853.2 6853.32853.24853.1 7 853.56853.83853.17853.2185 3 . 8 4 853.35853.27 85 3 . 8 9 853.41853.34853.53853.508 5 4 . 0 2 854.11853.41853.558 5 4 . 4 0 853.78853.848 5 4 . 1 2 853.44853.50853.85853.42853.22854.038 5 3 . 6 2 853.61853.80853.73854.03853.73853.23853.54854.10853.99853.93853.91854.00853.97853.99853.94853.94853.95853.96853.79854.29853.59854.08854.09854.15854.03854.77854.36854.86855.70856.02855.26854.32854.43854.47855.16854.93854.95855.31855.41855.77855.33854.55854.98855.80854.52854.61853.81854.68853.74853.91855.03855.49853.37853.20853.14855.72855.66855.79852.76853.57853.73853.66853.84855.88856.09855.33854.16854.27854.20854.26854.26854.62854.66854.16855.32854.80855.17853.92855.72855.42855.38854.92855.76855.78853.98855.72857.05853.92856.70854.13856.07853.66855.54854.68855.02855.08854.93855.83855.97855.47854.69854.46854.48854.46853.97854.00853.95854.09854.12854.15854.06854.13854.08854.02854.19854.00855.00855.13855.28855.25855.23855.34856.20856.59856.18855.92856.08855.16855.54853.90853.95853.94853.92853.88853.71854.34854.21857.46857.42854.38854.55854.48854.48853.90853.76853.88853.83853.73853.75858.11858.05854.54855.48855.67855.01854.3 0855.69854.30855.81855.85854.59854.42855.85856.11854.76S SS SS 854.18855.63854.88854.24854.54855.20854.44855.43855.53854.4 9854.45855.08854.84854.90 854.90854.88854.92854.91854.87854.8985 4 . 9 0 854.90854.88854.88855.53855.61855.68855.758 5 6 . 3 4 856.29F 856.14 S SS855.10855.20 855.40855.95855.78856.13856.66855.62855.54855.44855.41855.35855.43855.80856.00858.06858.05858.09F 852.67853.11853.72852.66852.61853.69854.88852.98853.37854.83854.66853.75854.15855.14855.19854.52855.11855.75855.63855.24855.62855.64855.26855.49855.66855.55855.40855.97854.24854.43853.66853.79854.14854.66853.03853.08853.19854.52854.00854.28854.23854.47855.42855.28854.21855.23855.16854.97855.31855.29855.5085 4 . 0 0 854.02853.99854.10854.32854.12854.36854.84854.12853.9685 4 . 1 1 853.96854.17853.93854.48855.03854.65855.17854.83855.28854.88854.96855.38855.42855.89855.27855.74855.62855.16855.09855.50855.38854.92854.86855.33854.82854.48854.21854.60854.75854.51854.76855.20 855.14 855.08 854.9085 4 . 6 9 85 4 . 7 1 85 4 . 6 5854.26854.26854.30854.36854.25854.28854.27854.45854.55854.47854.27854.40854.30854.25854.40854.27 8 5 4 . 4 1 854.44854.28855.84856.34855.82856.32855.96855.52855.94855.14855.58855.42854.89854.93 85 4 . 5 6 854.88 854.58 854.5 3 854.82 8 5 4 . 4 8 8 5 4 . 4 2 854.78854.34854. 69854.47854.43854.61854.19854.33854.69854.54854.90854.55 854.71854.80854.53854.61854.91855. 4 4855.11855.27855. 1 1855.46856.04855.69855.89855.70856.02855.94856.19855.95856.288 5 6 . 5 0 856.28 8 5 7 . 9 9 856.81856.86856.66857.04856.80856.95857.14856.98856.97857.08857.10857.12857.12857.35857.14857.30857.28857.02857.27856.90856.88856.75857.00856.86856.60856.54856.79856.54856.58856.98856.77856.38856.72856.49856.66856.65856.66856.69856.59856.63856.87856.92856.60856.59856.91856.51856.9 2 856.87 857.29856.41856.44856.61856.42856.38855.97856.11855.64856.11855.49855.28854.99855.17855.40854.88 854.18854.69854.79854.53853.77854.00853.86854.38853.39853.88853.55853.36852.56852.82852.47852.41852.21852.38852.47852.54852.40853.76853.26853.02853.53853.18852.67 852.92852.41 852.36852.86852.6 9 852.31851.84851.70 853.24854.038 5 3 . 5 7 854.12854.03853.56 854.24854.108 5 3 . 7 2 853.86853.57854.27854.62854.498 5 4 . 1 6 854.64853.96854.428 5 4 . 6 7 854.99855.33855.05854.73855.08854.748 5 5 . 3 5 855.69855.71855.35855.10855.80855.77855.77855.80855.50855.55856.04855.83856.59856.78857.49Drainage Inlet TC: 855.37' N: 12" RCP Inv.= 851.23' S: 12"RCP Inv.=850.84' Drainage Inlet T/C: 851.65' shot as 852.15' N: 12" RCP Inv.=850.12' S: 12" RCP Inv.=850.10' ASPHALT ASPHALTDIRT VILLAGE GREEN DR Sanitary Manhole T/C: 856.30' W: 8" PVC Inv.=849.75'VILLAGECORNER COURTDrainage Inlet TC: 853.99' N: 18" RCP Inv.=849.88' E: 12" RCP Inv.= 849.88' S: 12"RCP Inv.=849.98' W: 12" RCP Inv.=849.98' Drainage Inlet TC: 854.15' N: 12" RCP Inv.=850.53' Drainage Inlet TC: 853.90' N: 21" RCP Inv.=849.51' S: 18"RCP Inv.=849.61' Drainage Inlet TC: 854.25' N: 21" RCP Inv.=849.21' S: 21" RCP Inv.=849.21' CHAIR BACK CURB ROLL CURB TRANSITION CHAIR BACK CURB CHAIR BACK CURB GRASS MEDIANASPHALTSPRINGMILL RDGRAVELCHAIR BACK CURB GRAVELEXPOSED CONDUIT LIGHT POLE BASE Sanitary Manhole T/C: 856.41' W: 8" PVC Inv.=848.68' 85 5 . 3 0 85 5 . 8 0 8 5 5 . 8 0 8 5 5 . 1 3 8 5 5 . 6 3 855.40855.90855.01855.51855 .09 8 5 5 . 5 9 855.15855.65854.61855.11854.71855.21854.82855.32854.93855.43855.04855.54854.55855.05854.53855.03854.64855.14854.74855.24854.85855.351.00% 1.00% 1.00% 1.00%855.40855.903.38%855.40855.90855.40855.903.06% 2.66% 2.30%855.40855.90855.40855.90855.40855.90855.40855.90855.40855.90855.40855.90855.40855.90855.40855.900.60%1.00% 1.00% 1.00%855.72856.22855.902.00% MULTI-TENANT 'A' 4,920 gsf MULTI-TENANT 'A' 4,920 gsf MFF=856.30 PAD=855.63 MLAG=856.00 0.60%MULTI-TENANT 'B' 5,030 gsf MULTI-TENANT 'B' 5,030 gsf MFF=856.20 PAD=855.53 MLAG=856.00 MULTI-TENANT 'C' 4,920 gsf DUPL. / MIRRORED MULTI-TENANT 'C' 4,920 gsf MFF=856.50 PAD=855.83 MLAG=856.00 854.87855.37854.66855.16855.01855.51854.31 854.81 3.92% 3.82% 3.46% 3.10% 2.74% 854. 4 7 854. 97 855.31855.81855.40855.90855.40855.90855.40855.90854.43854.48854.32854.37 854.881.00% 854.87 855.37 85 5 . 0 3 85 5 . 5 3 85 5 . 3 0 85 5 . 8 0 8 5 5 . 3 0 855 .80 85 5 . 5 0 85 5 . 6 8 85 5 . 6 7 855.8856.2 856.2856.0 856.0856.0853.6M.E.VAR. S.S.E.> o o o> o o o> o o o> o o o> o o o> o o o> o o o856.4 854.9855.4855.4854.9> o o o> o o o> o o o> o o o> o o o> o o o855. 4 853.9 855.4476 475 474 68 L.F. 1 2 " R. C. P. @ 1. 3 3 %93 L.F. 12" R.C.P. @ 0.94%41 L.F. 12" R.C.P. @ 1.00% 473 63 L.F. 12" R.C.P. @ 0.45%470 115 L.F. 12" R . C . P . @ 0 . 4 8 %80 L.F. 12" R.C.P. @ 0.30%471 24 L.F. 12" R.C.P. @ 0.67% 448 70 L.F. SWALE @ 1.00%855.6856.0852.7 M.E.855.5855.0853.8M.E.855 852 853 854 856 52 L.F. SWALE @ 1.00%52 L.F. SWALE @ 1.00%52 L.F. SWALE @ 1.00%855.0855.51.00% 1.00%855.2855.3855.5855.5M.E.856.2M.E.855.8 M.E. 856.0 M.E. 855.6 M.E. 854.9 M.E. 855.1 M.E.855.2M.E.855.0M.E.854.9 855.1M.E.855.0M.E.854.7M.E.854.1M.E.852.8M.E.852.4M.E.852.3M.E.852.2 M.E. 8 5 5 . 5 1 8 5 6 . 0 1 E E CTV FO FOFOGASGASGAS FO FOFOFOFOFOCTV FOFOFOFOFOFOCTVFO FOC.O. C.O. C.O. 855.2 H.P.8558538548558558558558 5 5 855.7 85 5 . 3 0 85 5 . 8 0 854.7 3 855.2 3 854.61855.11854.0 M.E. 854.0 M.E. 854.0 M.E. 854.1 M.E. S EX. MH. #JGV819 T.C.=856.41 8" SDR-35 PVC W INV.=848.68 0+57.023+ 2 3 85 4 . 7 0 0+00 854.20 0+2 5 854.3 5 1+25854.282+25854.692+50854.840+57.02854.540+79.42854.550+97.42854.441+15.42854.341+33.42854.231+78.42854.411+51.42854.251+60.42854.311+96.42854.522+14.42854.632+32.42854.742+63.35854.92H.P . 2+7 4 . 8 0 8 5 4 . 9 9 2+ 8 8 . 8 8 85 4 . 9 1 3+ 0 4 . 1 2 85 4 . 8 2 1+40.44854.19H.P.0+69.03854.61854.21855.07 855.57 855.07 855.57 8 5 5 . 5 1 8 5 6 . 0 1 854.7 856.030 L . F . S W A L E @ 4 . 8 7 % VAR. I.E.E.& D.U.&S.S.E. VAR. I.E.E.& D.U.&S.S.E. Gas Line Easement Inst. #2017-013563 Gas Line Easement Inst. #2017-013563 30' R.D.E . Inst. #20 2 3 - 0 4 2 6 7 1 30' R.D.E. Inst. #2023-042671 30' R.D.E. Inst. #2023-042671 30' R.D.E. VAR. I.E.E.& D.U.&S.S.E.30' R.D.E.Inst. #2023-04267130' R.D.E.Inst. #2023-04267130' R.D.E.30' R .D .E .30' R.D.E.30' R.D.E.35' R.D.E.855.6 M.E. 855.3 46 L . F . S W A L E @ 1 . 0 0 %855.4H.P.855.2 M.E. 856.3 855.7 855.8855.7855.5855.7855.7855.5856.2 856.3 M.E. 855.9 856.3 856.3 856.3 856.1 856.2 M.E. 855.8 M.E. 855.8 856.3 856.3 856.2 856.1 856.1 856.1 856.3 M.E. 856.0 M.E.85 6 . 7 M. E .856.7M.E.855.9 > o o o > o o o> o o o> o o o> o o o 856.2 856.3> o o o> o o o> o o o18 L.F. SWALE @ 1.12%855.3M.E.47 L.F. SWALE @ 1.01% 856.0 855.1 855.9 856.1856.2856.2 856.4 856.5 854.4 853.2M.E.856.4 856.2856.0856.0856.0856.0856.0856.0856.3856.4856.0856.2 856.3856.0856.2856.2856.2 854.7 854.4 855.8855.1855.2856.4856.3852.4M.E.856.2 856.3 856.3 855 853 854 E EEEEEEEEEEEEEEEEEEFOFOFOFO855.5856.4856.0 856.2856.1856.1 855.9 855.7 40 L.F. SWALE @ 4.84%856.3LANE F SCALE: 1"=50' HOR. 1"=5' VERT. 850 860 850 860 0+00854.0854.20853.7854.35854.0854.50854.1854.581+00853.8854.43853.6854.28853.5854.24854.1854.392+00854.0854.54854.1854.69854.3854.84854.3854.993+00854.7854.840+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75854.21POINT OF CURVATURE STA. 0+02.52854.37POINT OF TANGENCY STA. 0+28.64854.38POINT OF CURVATURE STA. 0+29.30854.54POINT OF TANGENCY STA. 0+57.37854.89POINT OF CURVATURE STA. 2+57.20854.99PCC STA. 2+74.80854.91POINT OF TANGENCY STA. 2+87.830.60%-0.60%0.60%-0.60%PVI STA = 0+00.00PVI ELEV = 854.200PVI STA = 0+69.03PVI ELEV = 854.614PVI STA = 1+40.44PVI ELEV = 854.186PVI STA = 2+74.80PVI ELEV = 854.992PVI STA = 3+22.72PVI ELEV = 854.70412'' RCP INV=850.53 PROPOSED GRADE EXISTING GRADE STRUCTURE TABLE STR.# 444 446 448 470 471 473 474 475 476 CALLOUT EX. DRAINAGE INLET EX. DRAINAGE INLET DRAINAGE INLET YARD INLET YARD INLET YARD INLET YARD INLET YARD INLET YARD INLET STR. TYPE EX. 48" DIA MH EX. 24"x24" BOX 48" DIA MH 48" DIA MH 24"x24" BOX 24"x24" BOX 24"x24" BOX 24"x24" BOX 48" DIA MH T.C. 853.90 854.19 854.19 854.81 854.90 854.90 853.93 854.90 855.44 CASTING TYPE EX. EJ-5250 EX. EJ-5250 EJ-5250 EJ-6489N EJ-6489N EJ-6489N EJ-6489N EJ-6489N EJ-6489N DIA. IN 12 18 12 12 12 12 12 DIR. IN E S E S N E N INV. IN 849.61 849.61 850.48 851.13 851.13 850.12 850.22 DIA. OUT 21 12 12 12 12 12 12 12 12 DIR. OUT N N W W N S W S W INV. OUT 849.51 850.53 850.38 851.03 851.37 851.41 851.02 851.10 850.02 SLOPE 0.21% 0.44% 0.67% 0.48% 0.30% 0.45% 1.33% 0.94% 1.00%DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.ADLS - SITE DEVELOPMENT PLANC200 60160JGV-C DCM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANAFile Name:S:\60160JGV-C\DWG\_C200 - ADLS - Site Development Plan.dwg - C200Modified / By:June 13, 2024 12:06:07 PM / rmorrisPlotted / By:July 24, 2024 11:00:51 AM / Raven Morris05/15/24REVISED PER CLIENT COMMENTSRBMXX/XX/2407/24/24REVISED PER CITY COMMENTSRBMSPRING MILL SHOPS 1" = 20 FT 60160JGV-C DCM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANAFile Name:S:\60160JGV-C\DWG\_C200 - ADLS - Site Development Plan.dwg - C200Modified / By:June 13, 2024 12:06:07 PM / rmorrisPlotted / By:July 24, 2024 11:00:51 AM / Raven Morris05/15/24REVISED PER CLIENT COMMENTSRBMXX/XX/2407/24/24REVISED PER CITY COMMENTSRBMSPRING MILL SHOPSLEGEND EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER LINE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING OVERHEAD ELECTRICAL LINE EXISTING CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED CONTOUR PROPOSED WATER LINE PROPOSED SWALE PROPOSED GRADE ELEVATION PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) PROPOSED CURB w/ 6" UNDERDRAIN PROPOSED 6" SUB-SURFACE DRAIN MLAG / MFPG (REAR) LOT NUMBER PAD GRADE MINIMUM FINISH FLOOR ELEVATION MLAG / MFPG (FRONT) MFF=850.70 MINIMUM FINISH FLOOR ELEVATION IS BASED OFF OF THE FOLLOWING CRITERIA: 1. 12" (1.0') ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, WHICHEVER IS LOWEST. 2. 15" (1.25') ABOVE THE HIGHEST ROAD ELEVATION 3. 6" (0.5') ABOVE THE HIGHEST MLAG MLAG MINIMUM LOWEST ADJACENT GRADE (FLOOD PROTECTION) MFPG MINIMUM FLOOD PROTECTION GRADE (LAKE / FLOOD PROTECTION) B.L.BUILDING SETBACK LINE D.E.DRAINAGE EASEMENT D.U.&S.E.DRAINAGE UTILITY & SEWER EASEMENT D.U.&S.S.E.DRAINAGE UTILITY & SANITARY SEWER EASEMENT S.S.E.SANITARY SEWER EASEMENT U.E.UTILITY EASEMENT L.M.A.E.LANDSCAPE MAINTENANCE ACCESS EASEMENT R RADIUS B-B BACK OF CURB TO BACK OF CURB M.E.MATCH EXISTING H.P.HIGH POINT L.P.LOW POINT GRD. CHG.GRADE CHANGE DENOTES SNOW FENCE TO BE INSTALLED FOR TREE PROTECTION OH RISER 300 850.0 MFF=850.70 MLAG=850.2 MFPG=850.2 MLAG=848.1 MFPG=848.1 BENCHMARK DATA TBM #1 THE NORTH RIM OF A SANITARY MANHOLE IS THE SOUTHWEST QUADRANT OF THE INTERSECTION OF SPRING MILL ROAD AND OTTO LANE. ELEV=857.21 (NAVD 88) ORIGINATING BENCHMARK HAM 64 HAMILTON COUNTY BENCHMARK HAM 64: AN INDIANA DEPARTMENT OF NATURAL RESOURCES CONTROL STATION TABLES STAMPED "HAM 64 1989" AT THE WEST 116TH STREET BRIDGE OVER WILLIAMS CREEK ON THE SOUTHWEST CONCRETE WINGWALL OF THE BRIDGE. ELEV=834.28 (NAVD 88) CONSTRUCTION LIMITS Is the primary water quality treatment for the development as planned in the Master Plan - YES If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.): *Length of vegetated swale treatment (from disharge point to outlet pipe) - N/A *Minimum length of vegetated swale treatment as required by the Master Plan - N/A Is the primary water quantity treatment for the development as planned in the Master Plan - YES *If YES, provide the following information: Total Master Plan contributing watershed = 20.89 Ac. Total Watershed Currently Built (or Approved) contributing to this system = 0 Ac. Total watershed from Jackson's Grant Villages contributing to the system = 20.89 Ac. Total watershed available in the system post-project = 20.89 Ac. Is the entire BMP treatment train to an outlet point being constructed with this section - YES If NO, provide the following information: Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A Also, reference Post-Construction Stormwater Master Plan prepared by Williams Creek Consulting. EARTHWORK NOTES 1.EXCAVATION A.EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE MATERIAL AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FROM THE SITE. B.PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFFSITE AS MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED ON PLANS. FILL OBTAINED FROM OFFSITE SHALL BE OF QUALITY AS SPECIFIED FOR FILLS HEREIN AND THE SOURCE APPROVED BY THE DEVELOPER. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR ANY COSTS FOR FILL NEEDED. 2.REMOVAL OF TREES A.ALL TREES AND STUMPS SHALL BE REMOVED FROM AREAS TO BE OCCUPIED BY A ROAD SURFACE OR STRUCTURE AREA. TREES AND STUMPS SHALL NOT BE BURIED ON SITE. 3.PROTECTION OF TREES A.THE CONTRACTOR SHALL, AT THE DIRECTION OF THE DEVELOPER, ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNED. B.IN THE EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURE TO BE TAKEN, IF ANY, TO PRESERVE SUCH TREES. 4.REMOVAL OF TOPSOIL A.ALL TOPSOIL SHALL BE REMOVED FROM ALL AREAS BENEATH FUTURE PAVEMENTS OR BUILDING. TOPSOIL REMOVAL SHALL BE TO A MINIMUM DEPTH OF 6 INCHES OR TO THE DEPTH INDICATED IN THE GEOTECHMICAL REPORT PROVIDED BY THE DEVELOPER TO BE EXCAVATED OR FILLED. TOPSOIL SHOULD BE STORED AT A LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. THE TOPSOIL SHALL BE FREE OF DEBRIS AND STONES. 5.UTILITIES A.RULES AND REGULATION GOVERNING THE RESPECTIVE UTILITY SHALL BE OBSERVED IN EXECUTING ALL WORK UNDER THIS SECTION. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF EXISTING UNDERGROUND UTILITIES 2 WORKING DAYS PRIOR TO COMMENCING WORK. FOR UTILITY LOCATIONS TO BE MARKED CALL TOLL FREE 811. 6.SITE GRADING A.THE CONTRACTOR SHALL DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE DRAWING. B.THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.05 FEET ABOVE ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.05 FEET PLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDINGS AT TOP AND BOTTOM OF BANKS AND OTHER BREAKS IN GRADE. C.THE ENGINEER SHALL BE NOTIFIED WHEN THE CONTRACTOR HAS REACHED THE TOLERANCE AS STATED ABOVE, SO THAT FIELD MEASUREMENTS AND SPOT ELEVATIONS CAN BE VERIFIED BY THE ENGINEER. THE CONTRACTOR SHALL NOT REMOVE EQUIPMENT FROM THE SITE UNTIL THE ENGINEER HAS VERIFIED THAT THE JOB MEETS THE ABOVE TOLERANCE. 1.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. 3.STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL. 4.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. 5.ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD. 6.ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IF ANY OF THESE TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO BLOCK OFF A PRIVATE "MUTUAL" TILE. 7.CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY R/W. 8.EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC. 9.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 10.THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS. 11.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES , THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE-FOOT OF THE PROPOSED RIGHT-OF-WAY. 12.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 13.ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. 14.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 15.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 16.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 17.ANY DISTURBANCE TO EXISTING BMP GRADING AND/OR VEGETATION SHALL BE RESTORED PER DETAILS AND SPECIFICATIONS SHOWN ON V3 DESIGN DEVELOPMENT DOCUMENTS. 18.ALL STORM SEWERS ARE PUBLIC 19.MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 1 FOOT ABOVE ANY ADJACENT 100-YEAR LOCAL FLOOD ELEVATIONS OR 2 FEET ABOVE ANY ADJACENT 100-YEAR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. HORIZONTAL DATUM HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES, NAD83. NOTES DRAINAGE SUMMARY OVERALL Site Acreage=+/-1.593 ac. Offsite/Upstream Acreage=None Allowable Release Rate: 10yr = 2.75 c.f.s. 100yr = 5.14 c.f.s. Post Developed Release Rate: 10 yr = 2.66 c.f.s. 100 yr = 4.76 c.f.s. WWWWWWWWWWWWWWWWWEECTVFOFOFOGAS GAS GAS GAS GAS GAS GASGAS GASGASWWWWWWWWWWWWWWWWWWWWWW W FOFOFOFOFOFOCTVFOFOFOFOFOFOCTVFOFOCTVCTVCTVGASGASGASGASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASOHE OHE OHEOHEF O FOFOFOEEEEEEEEEEEEEEEEEEEFOFOFOFOSSSSSSFSSSWVF(7) Pot-f(5) Nep-x(5) Hyd-q(5) Phy-o(3) Jun-g(5) Nep-x(4) Cal-x(5) Pot-f(19) Lir-s(7) Hyd-q(5) Pot-f(6) Nep-x(3) Cal-x(5) Ile-v(3) Cor-c(7) Bux-x(15) Lav-x(3) Ile-v(10) Sch-s(13) Cor-c(11) Tax-m(10) Lav-x(12) Cor-c(2) Cal-x(5) Cal-x(1) Que-x(7) Aro-m(6) Cal-x(1) Que-x(1) Que-x(5) Pan-h(5) Hyd-q(5) Pan-h(3) Hyd-q(6) Cha-l(3) Hyd-q(3) Pot-f(6) Cha-l(2) Gle-s(3) Cal-x(3) Bux-x(3) Cal-x(3) Bux-x(6) Pot-f(1) Gle-s(1) Cer-c(3) Rhu-a(7) Vib-x(54) Lav-x(16) Ite-v(1) Bet-n(30) Lir-s(5) Cha-l(3) Pan-h(10) Lav-x(1) Pla-a(9) Ile-v(1) Pla-a(1) Pla-a(7) Ile-v(1) Pla-a(6) Pan-h(8) Tax-m(2) Aro-m(16) Cha-l(7) Pot-f(6) Vib-x(6) Ite-v(1) Syr-r(2) Pan-h(3) Ite-v(3) Aro-m(2) Pan-h(3) Ite-v(3) Aro-m(5) Spo-h(31) Lir-s(8) Lav-x(3) Bux-x(3) Pan-h(5) Lav-x(14) Tax-m(6) Nep-x(14) Ite-v(1) Que-x(7) Hyd-q(3) Vib-x(3) Phy-o(3) Ite-v(5) Ile-v(5) Die-k(13) Pot-f(5) Ile-v(5) Die-k(4) Cha-l(4) Pot-f(12) Cha-l(1) Gle-i(1) Gle-s(1) Gle-i(16) Vib-d(6) Cal-x(3) Vib-x(6) Spo-h(6) Tax-x(10) Spo-h(7) Die-k(3) Vib-x(6) Die-k(5) Cal-x(2) Que-r(4) Aro-a(2) Rhu-aZONING: PUD - JACKSON'S GRANT VILLAGE (ord. # Z-653-20)OVERLAY: W 116TH ST OVERLAYADJACENT ZONING:NORTH: GREEN FIELD DRIVEEAST: SPRING MILL ROADSOUTH: PUDWEST: PUDFOUNDATION PLANTINGSRequirement: Provide planting beds with a minimum width of 5' along the length ofall building facades with the exception of hardscape areas.Required:Building A @ 309 l.f. = 1,545 s.f. planting bedBuilding B @ 327 l.f. = 1,635 s.f. planting bedBuilding C @ 309 l.f. = 1,545 s.f. planting bedProvided:Building A = 1,575 s.f. planting bedBuilding B = 1,705 s.f. planting bedBuilding C = 1,550 s.f. planting bedPARKINGRequirement: (Interior Parking Lot) Provide 1 tree + 5 shrubs for every 15 parkingspaces.Required: 51 spaces / 15 = 4 shade trees + 17 shrubsProvided: 4 shade trees + 17 shrubsSTREET TREESRequirement: Provide 1 shade tree within the R.O.W. with a minimum spacing of25' and a maximum spacing of 50'.Required: Spring Mill Road @ 263 LF = 6-11 trees Village Green Drive 112 @ LF = 3-5 treesProvided:Spring Mill Road = 6 trees (spaced to avoid utility easement conflicts)Village Green Drive = 3 trees*LOT PLANTINGS (per PUD 12.6.D)Requirement: Trees planted along front of commercial uses with a maximumspacing of 50' O.C. Alternatively, the an equivalent number of trees to therequirement may be clustered at variable intervals along the street frontage.BUFFER YARDS (per PUD 12.4.A.ii)Requirement: A minimum 20' greenbelt required where real estate abuts Spring MillRoad. Greenbelt shall include street trees with a maximum spacing of 50' O.C.Required:Provided:LANDSCAPE PLANL1000Scale 1" = 20'-0"40'20'10'NorthThese Drawings and Specifications, and all copiesthereof are and shall remain the property andcopyright of the Landscape Architect. They shallbe used only with respect to this Project and arenot to be used on any other Project or Workwithout prior written permission from theLandscape Architect.Sheet No: Revision Date Description Certified by:Sheet Title: Date: Project No: Drawn by: Checked by:24-1809APPAPP07/31/20245825 Lawton Loop E. Dr. | Indianapolis, IN 46216 317-485-6900 | www.context-design.com N O T F O R C O N S T R U C T I O N SUBMITTAL DRAWINGS SPRING MILL SHOPS Carmel, Indiana 1.Plant material to be installed and maintained by a qualified and experienced landscapeinstaller.2.All materials are subject to the approval of the Landscape Architect and Owner at anytime. Landscape Architect to inspect all plant locations and plant bed conditions prior toinstallation. Stake all plant locations for review and approval by the Landscape Architectbefore planting. On-site adjustments may be required. Plants are to be freshly dug.Transporting of plants shall be done in a manner as to not destroy the natural shape,compromise the health, or alter the characteristics of plant materials.3.Rootballs shall meet or exceed size standards as set forth in 'American Standards forNursery Stock'. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT. Removefrom the site any plant material that turns brown or defoliates within five (5) days afterplanting. Replace immediately with approved, specified material.4.Plant counts indicated on drawings are for Landscape Architect's use only. Contractorshall make own plant quantity takeoffs using drawings, specifications, and plant schedulerequirements (i.e., spacing), unless otherwise directed by Landscape Architect.Contractor to verify bed measurements and install appropriate quantities as governed byplant spacing per schedule.5.All plant beds shall receive 3" minimum of genuine shredded hardwood bark mulch(unless otherwise noted). Apply pre-emergent herbicide as directed by the manufacturerprior to installing mulch. Seed all areas disturbed by construction activities that are nototherwise noted to receive pavement, planting bed, or other treatment.6.The Contractor shall install and/or amend topsoil in all proposed bed areas to meetASTM D5268 standards. Landscaper shall verify depth and quality of topsoil prior toplant installation. A minimum of 4" of topsoil is required for lawn areas; 12" for plant beds.Topsoil sources shall include the reuse of surface soil stockpiled on site, clean of roots,plants, sod, stones, clay lumps, and other extraneous or foreign materials larger than 1".Supplement with imported topsoil from off-site sources when quantities are insufficient.Do not obtain supplemental topsoil from agricultural land, bogs, or marshes. Inorganicamendments, organic amendments, and fertilizers shall be used to amend topsoil asneeded for long-term plant health.7.Verify all utility locations in the field prior to beginning work. Repair all damaged utilities tosatisfaction of the Owner and Operating Authority at no additional cost.8.Install all plant material in accordance with all local codes and ordinances. Coordinatewith the Owner to obtain any required permits necessary to complete work. Allworkmanship and materials shall be guaranteed by the Contractor for a period of one (1)calendar year after Final Acceptance.9.Maintain all plant material for a three (3) month period from date of SubstantialCompletion. Maintenance shall include pruning, cultivating, watering, weeding, fertilizing,restoring plant saucers, spraying for disease and insects, and replacing tree wrappings.Recommended long-term maintenance procedures shall be provided to the Owner beforeexpiration of this period.10.Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, closestand of grass has been established, free of weeds and surface irregularities, withcoverage exceeding 90 percent over any 10 sq. ft. (0.92 sq. m) and bare spots notexceeding 3 by 3 inches.Reestablish lawns that do not comply with requirements andcontinue maintenance until lawns are fully satisfactory to the Owner.PLANTING NOTESORDINANCE CHARTALL PLANTS SHALL BEINSTALLED PER DETAILS ONL101. REFER TO SHEET L101.REFER TO SHEET L101 FORPLANT SCHEDULETree Protection Fencing/Limitsof Construction Fencing,Refer to C series CODEQTYBOTANICAL NAMECOMMON NAMECONT CALREMARKSTREESBet-n1Betula nigraRiver BirchB & Bmin. 2.5" cal.full, strong central leader, matchedCer-c1Cercis canadensisEastern RedbudB & Bmin. 1.5" cal.multi-trunk, matchedGle-i2Gleditsia triacanthos inermis `Impcole`Imperial Thornless HoneylocustB & Bmin. 2.5" cal.full, strong central leader, matchedGle-s4Gleditsia triacanthos inermis `Shademaster`Shademaster Thornless HoneylocustB & Bmin. 2.5" cal.full, strong central leader, matchedPla-a4Platanus x acerifolia `Bloodgood`London Plane TreeB & Bmin. 2.5" cal.full, strong central leader, matchedQue-x4Quercus robur `Fastigiata`Columnar English OakB & Bmin. 2.5" cal.spring dug, full, strong central leader,matchedQue-r2Quercus rubrarED oAKB & Bmin. 2.5" cal.spring dug, full, strong central leader,matchedSyr-r1Syringa reticulata `Ivory Silk`Ivory Silk Japanese Tree LilacB & Bmin. 1.5" cal.full, strong central leader, matchedCODEQTYBOTANICAL NAMECOMMON NAMESIZEHEIGHTREMARKSSHRUBSAro-a3Aronia arbutifolia `Brilliantissima`Brilliant Red ChokeberryContainer18"space @ 3`-0" o.c.Aro-m15Aronia melanocarpa `Iroquois Beauty`Black ChokeberryContainer18"space @ 4`-0" o.c.Bux-x16Buxus x `Winter Gem`Winter Gem BoxwoodContainer18"space @ 3`-0" o.c.Cor-c28Cornus sericea `Arctic Fire`Arctic Fire Red Twig Dogwoodcontainer18"space @ 2`-6" o.c.Die-k23Diervilla x Kodiac OrangeKodiac Orange Northern Bush HoneysuckleContainer18"space @ 3`-6" o.c.Hyd-q30Hydrangea quercifolia `Pee Wee`Oakleaf HydrangeaContainer18"space @ 3`-0" o.c.Ile-v34Ilex verticillata `FARROWBPOP` TMBerry Poppins Winterberrycontainer18"provide 1 Mr. Poppins male species pergroupingIte-v45Itea virginica `Sprich`Little Henry`s Garnet SweetspireContainer18"space @ 3`-0" o.c.Jun-g3Juniperus virginiana 'Grey Owl'Grey Owl Eastern Redcedarcontainer18" spreadspace @ 4' o.c.Phy-o8Physocarpus opulifolius `Summer Wine`Summer Wine NinebarkContainer24"space @ 5`-0" o.c.Pot-f50Potentilla fruiticosa `Goldfinger`Goldfinger Potentillacontainer18"sapce @ 3`-0" o.c.Rhu-a7Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumaccontainer18" spreadspace @ 6`-0" o.c., allow to massTax-m33Taxus x media ` Stonehenge`Stonehenge YewContainer6` ht.space @ 3`-0" o.c.Tax-x6Taxus x media 'Densiformis'Dense Yewcontainer18"Vib-d16Viburnum dentatum 'Synnestvedt''Chicago Lustre ArrowwodViburnumContainer24"space @ 5`-0" o.c., allow to massVib-x22Viburnum x juddiiJudd ViburnumContainer24"space @ 4`-0" o.c., allow to massGRASSESCal-x37Calamagrostis x acutiflora `Karl Foerster`Karl Foerster Feather Reed Grasspot#2space @ 3`-0" o.c.Cha-l49Chasmanthium latifoliumWood Oatspot#1spae @ 18" o.c.Pan-h26Panicum virgatum `Heavy Metal`Heavy Metal Switch Grasspot#2space @ 3`-0" o.c.Sch-s10Schizachyrium scoparium `The Blues`The Blues Little Bluestempot#2space @ 2`-0" o.c.Spo-h21Sporobolus heterolepisDwarf Prairie Dropseedpot#1space @ 2`-0" o.c.PERENNIALSLav-x102Lavandula x intermedia `Grosso`Grosso Lavendinpot#1space @ 24" o.c.Lir-s80Liriope spicataCreeping Lily Turfpot#1space @ 12" o.c.Nep-x22Nepeta x faassenii `Novanepjun`Junior Walker Catmintpot#1space @ 2`-0" o.c.PLANT SCHEDULELANDSCAPE DETAILSL101These Drawings and Specifications, and all copiesthereof are and shall remain the property andcopyright of the Landscape Architect. They shallbe used only with respect to this Project and arenot to be used on any other Project or Workwithout prior written permission from theLandscape Architect.Sheet No: Revision Date Description Certified by:Sheet Title: Date: Project No: Drawn by: Checked by:24-1809APPAPP07/31/20245825 Lawton Loop E. Dr. | Indianapolis, IN 46216 317-485-6900 | www.context-design.com N O T F O R C O N S T R U C T I O N SUBMITTAL DRAWINGS SPRING MILL SHOPS Carmel, Indiana 12"Compacted subgrade3"Shredded Hardwood Organic MulchPlace level with adjacent finish grades.Refer to Special Provisions.min.Topsoil, to include a min. of 5% organic matterRemove all stones 1" & larger andother extraneous materials. Refer to Special Provisions.LANDSCAPE BED PREPARATIONNot to ScaleAdjacent sidewalk or curb, typ.SPADE EDGENot to ScaleExisting GradeArea to Receive Hardwood Bark MulchTopsoil (As Specified)5"3"3"Area to receive seeded lawn MULTI-TENANT 'A' 4,920 gsf MULTI-TENANT 'B' 5,030 gsf MULTI-TENANT 'C' 4,920 gsf9 SPACES @ 9' EA. [81']18'12'12'18'10 SPACES @ 9' EA. [90']10 SPACES @ 9' EA. [90']18'18'12'12'9'9'9'4 SPACES @ 9' EA. [36']R4.5' 19'9'9 SPACES @ 9' EA. [81']1 1 4 2 3 1 1 3 3 R5.5' R15 . 5 'R28'11'11'R5' 18' 4 1 4 4 R1.5' R22.5'21'1 4 5 6 6 9 5 8 7 10 11 7 2 3 44 1 1R5.5 ' R15'R27.5'4 1 12'12' 6.5'12.9'1 8'21.7'10'98'13.5' 76.9' 6'8'6' R4.5' VAR. S.S.E.13.3'27'R15'34 12'R5.5'3 12' 6.5'6'2 3 1 5'12'8'12'8'12'8'8'27'37.7'6'22.1'R15' 4 ' 13 13 2 9'9'9'9'9' 1 8 .1 ' 9'9' 2 2 13 2 2 2 24.2'27.2'10'21' 210'2 28'32.3'> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o476 475 474 68 L.F. 1 2 " R. C. P. @ 1. 3 3 %93 L.F. 12" R.C.P. @ 0.94%41 L.F. 12" R.C.P. @ 1.00% 473 63 L.F. 12" R.C.P. @ 0.45%470 115 L.F. 12" R . C . P . @ 0 . 4 8 %80 L.F. 12" R.C.P. @ 0.30%471 24 L.F. 12" R.C.P. @ 0.67% 448 GASGASGASGASGASGASGASWWWWWWC.O. C.O. C.O. S EX. MH. #JGV819 T.C.=856.41 8" SDR-35 PVC W INV.=848.68 11 VAR. I.E.E.& D.U.&S.S.E. VAR. I.E.E.& D.U.&S.S.E. Gas Line Easement Inst. #2017-013563 Gas Line Easement Inst. #2017-013563 30' R.D.E . Inst. #20 2 3 - 0 4 2 6 7 1 30' R.D.E. Inst. #2023-042671 30' R.D.E. Inst. #2023-042671 30' R.D.E. VAR. I.E.E.& D.U.&S.S.E.30' R.D.E.Inst. #2023-04267130' R.D.E.Inst. #2023-04267130' R.D.E.30' R .D .E .30' R.D.E.30' R.D.E.35' R.D.E.15 18'13.5'18'12'12'83.6'50'103.3'48' 16 17 1750'104.3' 21'71'> o o o > o o o> o o o> o o o> o o o> o o o> o o o> o o o22.3'4'5'4'CTVCTVCTVGASGASGASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS OHEOHEOHE OHE FOFO FO FO2 16 17 18 16 17 17 2 2 2 2 2 14 12 12 12 5.1'3'4'19 S SS SS F S SS F Drainage Inlet TC: 855.37' N: 12" RCP Inv.= 851.23' S: 12"RCP Inv.=850.84' Drainage Inlet T/C: 851.65' shot as 852.15' N: 12" RCP Inv.=850.12' S: 12" RCP Inv.=850.10' ASPHALT ASPHALTDIRT VILLAGE GREEN DR VILLAGECORNER COURTDrainage Inlet TC: 853.99' N: 18" RCP Inv.=849.88' E: 12" RCP Inv.= 849.88' S: 12"RCP Inv.=849.98' W: 12" RCP Inv.=849.98' Drainage Inlet TC: 854.15' N: 12" RCP Inv.=850.53' Drainage Inlet TC: 853.90' N: 21" RCP Inv.=849.51' S: 18"RCP Inv.=849.61' Drainage Inlet TC: 854.25' N: 21" RCP Inv.=849.21' S: 21" RCP Inv.=849.21' CHAIR BACK CURB ROLL CURB TRANSITION CHAIR BACK CURB CHAIR BACK CURB GRASS MEDIANASPHALTSPRINGMILL RDGRAVELCHAIR BACK CURB GRAVELEXPOSED CONDUIT LIGHT POLE BASE TREE PROTECTION FENCE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.ADLS - SITE PLANC201 60160JGV-C DCM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANAFile Name:S:\60160JGV-C\DWG\_C201 - ADLS - Site Plan.dwg - C201Modified / By:July 24, 2024 10:55:01 AM / rmorrisPlotted / By:July 24, 2024 11:01:05 AM / Raven Morris05/15/24REVISED PER CLIENT COMMENTSRBMXX/XX/2407/24/24REVISED PER CITY COMMENTSRBMSPRING MILL SHOPSNOTES 1.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. 2.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 1" = 20 FT 60160JGV-C DCM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANAFile Name:S:\60160JGV-C\DWG\_C201 - ADLS - Site Plan.dwg - C201Modified / By:July 24, 2024 10:55:01 AM / rmorrisPlotted / By:July 24, 2024 11:01:05 AM / Raven Morris05/15/24REVISED PER CLIENT COMMENTSRBMXX/XX/2407/24/24REVISED PER CITY COMMENTSRBMSPRING MILL SHOPSKEY NOTES 6" CONCRETE CURB 4" THICK CONCRETE WALK COMBINED CONCRETE CURB & WALK 4" WIDE, SOLID YELLOW PARKING STRIP STRIPE 4" WIDE, SOLID WHITE PARKING STRIP STRIPE ACCESSIBLE PARKING SYMBOL ACCESSIBLE PARKING SIGN INCLUDING ONE (1) ADDITIONAL "VAN-ACCESSIBLE" SIGN ACCESS AISLE (PAINTED CROSS MARKS) MARKING, CROSSWALK LINE, WHITE 24 INCH WIDE CURB RAMP WITH DETECTABLE WARNING SURFACE MANHOLE BOXOUT, CONCRETE (SEE DETAIL, THIS SHEET) CONCRETE PAD (ELECTRICAL TRANSFORMER) EXISTING ASPHALT PATH EXISTING MONUMENT SIGN DUMPSTER ENCLOSURE REMOVABLE PATIO REMOVABLE PATIO / FREE STANDING PERGOLA FIREPLACE BICYCLE PARKING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LEGEND EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PROPOSED BUILDING SITE PARKING OPEN PARKING SPACES PROPOSED VAN ACCESSIBLE ADA PARKING SPACE 1 PROPOSED ADA PARKING SPACE 1 PROPOSED TYPICAL SPACES (9'x18')42 EX. DIAGONAL STREET PARKING SPACES 7 TOTAL PARKING SPACES 51 LEGEND EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER LINE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING OVERHEAD ELECTRICAL LINE EXISTING CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED CONTOUR PROPOSED WATER LINE PROPOSED SWALE PROPOSED GRADE ELEVATION PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) PROPOSED CURB w/ 6" UNDERDRAIN PROPOSED 6" SUB-SURFACE DRAIN MLAG / MFPG (REAR) LOT NUMBER PAD GRADE MINIMUM FINISH FLOOR ELEVATION MLAG / MFPG (FRONT) MFF=850.70 MINIMUM FINISH FLOOR ELEVATION IS BASED OFF OF THE FOLLOWING CRITERIA: 1. 12" (1.0') ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, WHICHEVER IS LOWEST. 2. 15" (1.25') ABOVE THE HIGHEST ROAD ELEVATION 3. 6" (0.5') ABOVE THE HIGHEST MLAG MLAG MINIMUM LOWEST ADJACENT GRADE (FLOOD PROTECTION) MFPG MINIMUM FLOOD PROTECTION GRADE (LAKE / FLOOD PROTECTION) B.L.BUILDING SETBACK LINE D.E.DRAINAGE EASEMENT D.U.&S.E.DRAINAGE UTILITY & SEWER EASEMENT D.U.&S.S.E.DRAINAGE UTILITY & SANITARY SEWER EASEMENT S.S.E.SANITARY SEWER EASEMENT U.E.UTILITY EASEMENT L.M.A.E.LANDSCAPE MAINTENANCE ACCESS EASEMENT R RADIUS B-B BACK OF CURB TO BACK OF CURB M.E.MATCH EXISTING H.P.HIGH POINT L.P.LOW POINT GRD. CHG.GRADE CHANGE DENOTES SNOW FENCE TO BE INSTALLED FOR TREE PROTECTION OH RISER 300 850.0 MFF=850.70 MLAG=850.2 MFPG=850.2 MLAG=848.1 MFPG=848.1 BENCHMARK DATA TBM #1 THE NORTH RIM OF A SANITARY MANHOLE IS THE SOUTHWEST QUADRANT OF THE INTERSECTION OF SPRING MILL ROAD AND OTTO LANE. ELEV=857.21 (NAVD 88) ORIGINATING BENCHMARK HAM 64 HAMILTON COUNTY BENCHMARK HAM 64: AN INDIANA DEPARTMENT OF NATURAL RESOURCES CONTROL STATION TABLES STAMPED "HAM 64 1989" AT THE WEST 116TH STREET BRIDGE OVER WILLIAMS CREEK ON THE SOUTHWEST CONCRETE WINGWALL OF THE BRIDGE. ELEV=834.28 (NAVD 88) CONSTRUCTION LIMITS HORIZONTAL DATUM HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES, NAD83. 9'-312"1'-1"12'-10"1'-1"5'-0"1'-1"12'-10"1'-1"5'-0"1'-1"12'-10"1'-1"5'-0"1'-1"12'-10"1'-1"5'-0"12'-2"1'-3"1'-7"15'-0"80'-0"104'-312"OVERALL2'-8" 50'-0" OVERALL 5'-4"12'-6"3'-0"5'-0"2'-9"6'-0"2'-9"10'-0" 1'-0" 6'-0"12'-3"3'-0"3'-4"2'-0"6'-0"3'-5"6'-0"2'-8"5'-4"44'-0" 1'-0" 1'-0"SUITE 100956 SFSUITE 200965 SFSUITE 300965 SFSUITE 400965 SFSUITE 5001,069 SF1'-2"1'-0"1'-0"BUILDING 'A'4,920 SF5'-4"2'-734"3'-4"16'-8"3'-4"16'-8"3'-4"16'-8"3'-4"16'-8"3'-4"2'-1134"10'-0"104'-312"22'-0"12'-0"PERGOLAPATIO (SEATS 16)3A101-A3A101-A4A101-A4A101-A1FLOOR PLAN3/16" = 1'-0"KEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'A'116TH ST. & SPRINGMILL RD.NPROJECTLOCATION116TH ST.SPRING MILL RD.CABVILLAGE GREEN DR.FLOOR PLANA101-AN3PERGOLA PLAN3/16" = 1'-0"4PERGOLA ELVATION3/16" = 1'-0"N2OVERALL PLAN1/16" = 1'-0"N FLAT ROOFW/ SCREENED RTU'SFLAT ROOFW/ SCREENED RTU'S1ROOF PLAN3/16" = 1'-0"ROOF PLAN LEGENDDENOTES TAPERED INSULATION OR ROOFCRICKETS TO ROOF DRAIN LOCATIONS. SLOPEMIN OF 14"/FOOT AS INDICATED BY ARROWS ORTWICE THE AMOUNT OF THE UNDERLYINGDECK WHICHEVER IS GREATER.DENOTES ROOF SLOPE AT 14" / FOOT MINIMUM.ROOF TYPE #1MECHANICALLY FASTENED 45 MIL TPOMEMBRANE WITH RIGID POLYISOCYANURATEINSULATION AT MINIMUM OF R-20. INSULATIONTO BE TWO LAYERS WITH STAGGERED JOINTS.MEMBRANE SHEETS RUN PERPENDICULAR TOTHE DECK FLUTES. FOAM PERIMETER OFINSULATION. SEE DETAIL.1.START KEYED NOTES HERE.KEYED NOTESKEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'A'116TH ST. & SPRINGMILL RD.NPROJECTLOCATION116TH ST.SPRING MILL RD.CABVILLAGE GREEN DR.ROOF PLANA120-AN TENANTSIGNTENANTSIGNTENANTSIGNTENANTSIGNTENANTSIGN19'-4"T.O. WALL18'-0"T.O. WALL10'-6"BTM CANOPYEXTERIOR LIGHTINGFIBER CEMENT 'B'ARCHITECTURAL SHINGLESFIBER CEMENT 'C'METAL TRELLISMETAL CANOPYCORBELSMETAL PANEL & COPINGFIBER CEMENT 'C'STOREFRONTMETAL TRELLIS / CANOPY3'-107 8", 70%12'-9", 85%5'-7"SPANDREL PANEL HEIGHT 15'-0"SPANDREL PANEL WIDTH+/- 31'-7"T.O. ROOF12'-9", 85%15'-0"SPANDREL PANEL WIDTH5'-15 8", 70%7'-4"SPANDREL PANEL HEIGHTBRICK 'B'BRICK 'B'3'-107 8", 70% 5'-7" SPANDREL PANEL HEIGHT 3'-107 8", 70% 5'-7" SPANDREL PANEL HEIGHT 3'-107 8", 70% 5'-7" SPANDREL PANEL HEIGHTSECONDARY PROJECTING SIGNHANGING UNDERNEATH CANOPY(5 SF MAX)8'-0"DORMER IS BEYOND25'-4"MID POINT12'-9", 85%15'-0"SPANDREL PANEL WIDTH12'-9", 85%15'-0"SPANDREL PANEL WIDTH12'-9", 85%15'-0"SPANDREL PANEL WIDTHBRICK 'B'FIBER CEMENT 'B'ARCHITECTURAL SHINGLESMETAL TRELLIS / CANOPYFIBER CEMENT 'C'FIBER CEMENT 'C'EXTERIOR LIGHTINGSECONDARY PROJECTING SIGNHANGING UNDERNEATH CANOPY(5 SF MAX+/- 31'-7"T.O. ROOFBRICK 'B'METAL TRELLIS / CANOPYMETAL CANOPYCORBELSMETAL PANEL & COPINGFIBER CEMENT 'C'STOREFRONTFIBER CEMENT 'B'BLADE SIGN. FINAL SIZE TO BEDETERMINED BY LOGO OF SIGN+/- 31'-7"T.O. ROOFBRICKMETAL TRELLIS / CANOPYMETAL PANEL & COPINGFIBER CEMENT 'C'STOREFRONTFIBER CEMENT 'B'FIBER CEMENT 'C'METAL TRELLISBLADE SIGN. FINAL SIZE TO BEDETERMINED BY LOGO OF SIGN10'-6"EXTERIOR LIGHTING1NORTH - VILLAGE GREEN DR. ELEVATION3/16" = 1'-0"KEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'A'116TH ST. & SPRINGMILL RD.NPROJECTLOCATION116TH ST.SPRING MILL RD.CABVILLAGE GREEN DR.EXTERIOR ELEVATIONSA201-A2SOUTH ELEVATION3/16" = 1'-0"4EAST - SPRINGMILL RD. ELEVATION3/16" = 1'-0"3WEST ELEVATION3/16" = 1'-0"1.FIBER CEMENT A: JAMES HARDIE, STATEMENT COLLECTION,COLOR - TIMBER BARK.2.FIBER CEMENT B: JAMES HARDIE, STATEMENT COLLECTION,COLOR - GREY SLATE.3.FIBER CEMENT C: JAMES HARDIE, STATEMENT COLLECTION,COLOR - NAVAJO BEIGE.4.FIBER CEMENT D: JAMES HARDIE, STATEMENT COLLECTION,COLOR - MONTEREY TAUPE.5.BRICK A: GLEN-GERY, MODULAR, ASPEN WHITE.6.BRICK B: GLEN-GERY, MODULAR, BLUE IRONSPOT VELOUR.MATERIALS31%21%31%17%FIBER CEMENTBRICKSTOREFRONTMETAL100%65%14%08%13%FIBER CEMENTBRICKSTOREFRONTMETAL100%39%37%13%11%FIBER CEMENTBRICKSTOREFRONTMETAL100%51%25%16%08%FIBER CEMENTBRICKSTOREFRONTMETAL100%NOTE:2.25' OF WALL SIGNAGE PER 1' OF LINEAL STORE FRONTAGE ON STREET. 1FRONT ELEVATION (VILLAGE GREEN DR.)COLOREDKEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'A'116TH ST. & SPRINGMILL RD.NPROJECTLOCATION116TH ST.SPRING MILL RD.CABVILLAGE GREEN DR.COLORED EXTERIORELEVATIONSA202-A2BACK ELEVATIONCOLORED4SIDE ELEVATION (SPRINGMILL RD.)COLORED3SIDE ELEVATIONCOLORED 5'-4"6'-0"40'-0"112'-0" OVERALL5'-4"5'-4"6'-0"5'-4"6'-0"6'-0"4'-212"6'-0"5'-4"6'-0"6'-912"6'-0"5'-8"12'-0"52'-0"5'-4"12'-2"2'-6"20'-0"17'-0"3'-4"3'-0"5'-4"37'-4"48'-0"5'-4"6'-0"40'-0"112'-0"5'-4"6'-0"5'-4"6'-0"6'-0"4'-212"6'-0"5'-4"6'-0"6'-912"6'-0"5'-8"22'-0"40'-0"10'-0"6'-0"2'-0"6'-0"5'-4"2'-8"15'-3" 3'-1" 21'-9" 47'-0" 10'-0" 6'-0"2'-8"4'-0" 47'-6" 5'-4" 3'-2"1'-4"1'-4"6"BUILDING B''5,030 USF6'-4"3'-4"4" 2'-8" 50'-0" OVERALL COVERED PATIO(SEATS 22)6'-0"PERGOLAPATIOREMOVABLEPATIOOUTDOORFIREPLACE1'-0"3'-4"5'-1034"2A101-B4A101-B6'-0"8'-0" 4'-0"9'-3"2'-0"14'-0"24'-0"5'-1"PERGOLA PATIO(9 COMFORTABLE SEATS)OUTDOORFIREPLACELOGSTORAGETO BUILDING 2A101-BREMOVABLEPATIO (SEATS 24)20'-0"12'-0"1FLOOR PLAN3/16" = 1'-0"KEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'B' RESTAURANT116TH ST. & SPRINGMILL RD.NPROJECT LOCATION116TH ST.SPRING MILL RD.AABVILLAGE GREEN DR.FLOOR PLANA101-BN2PERGOLA PLAN3/16" = 1'-0"N3PERGOLA ELVATION3/16" = 1'-0"4PATIO PLAN3/16" = 1'-0"N FLAT ROOFW/ SCREENED RTU'SFLAT ROOFW/ SCREENED RTU'SCANOPYROOFROOF PLAN LEGENDDENOTES TAPERED INSULATION OR ROOFCRICKETS TO ROOF DRAIN LOCATIONS. SLOPEMIN OF 14"/FOOT AS INDICATED BY ARROWS ORTWICE THE AMOUNT OF THE UNDERLYINGDECK WHICHEVER IS GREATER.DENOTES ROOF SLOPE AT 14" / FOOT MINIMUM.ROOF TYPE #1MECHANICALLY FASTENED 45 MIL TPOMEMBRANE WITH RIGID POLYISOCYANURATEINSULATION AT MINIMUM OF R-20. INSULATIONTO BE TWO LAYERS WITH STAGGERED JOINTS.MEMBRANE SHEETS RUN PERPENDICULAR TOTHE DECK FLUTES. FOAM PERIMETER OFINSULATION. SEE DETAIL.1.START KEYED NOTES HERE.KEYED NOTESKEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'B' RESTAURANT116TH ST. & SPRINGMILL RD.NPROJECT LOCATION116TH ST.SPRING MILL RD.AABVILLAGE GREEN DR.ROOF PLANA120-B1FLOOR PLAN3/16" = 1'-0"N TENANTSIGN18'-0"T.O. WALL20'-6"T.O. WALLFIBER CEMENT 'A'ARCHITECTURAL SHINGLESMETAL TRELLISMETAL PANEL & COPINGFIBER CEMENT 'A'STOREFRONTBRICK 'A'FIBER CEMENT 'A'12'-10", 85%15'-0"SPANDREL PANEL WIDTH6'-6" SPANDREL PANEL HEIGHT 4'-612", 70%BRICK 'A'EXTERIOR LIGHTINGPROJECTING SIGNW/ DECORATIVE ARMPRIMARY WALL SIGNPROJECTING SIGNW/ DECORATIVE ARM8'-0" 8'-0"TENANT18'-0"T.O. WALLBRICK 'A'FIBER CEMENT 'A'METAL PANEL & COPINGEXTERIOR LIGHTINGNON ILLUMINATED WINDOW SIGNFOR TENANT NAME AND ADDRESS18'-0"T.O. WALL20'-6"T.O. WALLBRICK 'A'ARCHITECTURAL SHINGLESMETAL TRELLISMETAL PANEL & COPINGFIBER CEMENT 'A'STOREFRONTMETAL CANOPYBRICK 'A'FIBER CEMENT 'A'OUTDOORBRICK 'A'FIREPLACEBRICK 'A'+/- 25'-10"T.O. ROOF+/- 26'-10"T.O. ROOFBLADE SIGN. FINAL SIZE TO BEDETERMINED BY LOGO OF SIGN18'-0"T.O. WALL9'-0"BTM CANOPYFIBER CEMENT 'A'ARCHITECTURAL SHINGLESBRICK 'A'METAL CANOPYSTOREFRONTFIBER CEMENT 'A'BLADE SIGN. FINAL SIZE TO BEDETERMINED BY LOGO OF SIGNPROJECTING SIGNW/ DECORATIVE ARM1WEST - PARKING LOT ELEVATION3/16" = 1'-0"KEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'B' RESTAURANT116TH ST. & SPRINGMILL RD.NPROJECT LOCATION116TH ST.SPRING MILL RD.AABVILLAGE GREEN DR.EXTERIOR ELEVATIONSA201-B2EAST - SPRINGMILL RD. ELEVATION3/16" = 1'-0"4NORTH ELEVATION3/16" = 1'-0"3SOUTH ELEVATION3/16" = 1'-0"1.FIBER CEMENT A: JAMES HARDIE, STATEMENT COLLECTION,COLOR - TIMBER BARK.2.FIBER CEMENT B: JAMES HARDIE, STATEMENT COLLECTION,COLOR - GREY SLATE.3.FIBER CEMENT C: JAMES HARDIE, STATEMENT COLLECTION,COLOR - NAVAJO BEIGE.4.FIBER CEMENT D: JAMES HARDIE, STATEMENT COLLECTION,COLOR - MONTEREY TAUPE.5.BRICK A: GLEN-GERY, MODULAR, ASPEN WHITE.6.BRICK B: GLEN-GERY, MODULAR, BLUE IRONSPOT VELOUR.MATERIALS25%34%33%08%FIBER CEMENTBRICKSTOREFRONTMETAL100%30%45%15%10%FIBER CEMENTBRICKSTOREFRONTMETAL100%61%24%04%11%FIBER CEMENTBRICKSTOREFRONTMETAL100%23%44%24%09%FIBER CEMENTBRICKSTOREFRONTMETAL100%NOTE:2.25' OF WALL SIGNAGE PER 1' OF LINEAL STOREFRONTAGE ON STREET. 1FRONT ELEVATION3/16" = 1'-0"KEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'B' RESTAURANT116TH ST. & SPRINGMILL RD.NPROJECT LOCATION116TH ST.SPRING MILL RD.AABVILLAGE GREEN DR.EXTERIOR ELEVATIONSA202-B2BACK ELEVATION (SPRINGMILL RD.)3/16" = 1'-0"4SIDE ELEVATION3/16" = 1'-0"3SIDE ELEVATION3/16" = 1'-0" 9'-312"1'-1"12'-10"1'-1"5'-0"1'-1"12'-10"1'-1"5'-0"1'-1"12'-10"1'-1"5'-0"1'-1"12'-10"1'-1"5'-0"12'-2"1'-3"1'-7"15'-0"80'-0"104'-312"OVERALL2'-8" 50'-0" OVERALL 5'-4"12'-6"3'-0"5'-0"2'-9"6'-0"2'-9"10'-0" 1'-0" 6'-0"12'-3"3'-0"3'-4"2'-0"6'-0"3'-5"6'-0"2'-8"5'-4"44'-0" 1'-0" 1'-0"5'-4"2'-734"3'-4"16'-8"3'-4"16'-8"3'-4"16'-8"3'-4"16'-8"3'-4"2'-1134"10'-0"104'-312"SUITE 100956 SFSUITE 200965 SFSUITE 300965 SFSUITE 400965 SFSUITE 5001,069 SF1'-0"1'-0"1'-0"BUILDING 'C'4,920 SF24'-0"12'-0"PATIO(COMFORTABLE SEATS 10)SUITE 100956 SFSUITE 200965 SFSUITE 300965 SFSUITE 400965 SFSUITE 5001,069 SFBUILDING 'C'4,920 SF3A101-C4A101-C5A101-C5A101-C4A101-C4A101-C22'-0"12'-0"PERGOLA PATIO (SEATS 16)1FLOOR PLAN3/16" = 1'-0"KEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'C'116TH ST. & SPRINGMILL RD.NPROJECTLOCATION116TH ST.SPRING MILL RD.VILLAGE GREEN DR.CABFLOOR PLANA101-CN3PERGOLA PLAN3/16" = 1'-0"5PERGOLA ELVATION3/16" = 1'-0"N2OVERALL PLAN1/16" = 1'-0"N4PERGOLA PLAN3/16" = 1'-0"N FLAT ROOFW/ SCREENED RTU'SFLAT ROOFW/ SCREENED RTU'SROOF PLAN LEGENDDENOTES TAPERED INSULATION OR ROOFCRICKETS TO ROOF DRAIN LOCATIONS. SLOPEMIN OF 14"/FOOT AS INDICATED BY ARROWS ORTWICE THE AMOUNT OF THE UNDERLYINGDECK WHICHEVER IS GREATER.DENOTES ROOF SLOPE AT 14" / FOOT MINIMUM.ROOF TYPE #1MECHANICALLY FASTENED 45 MIL TPOMEMBRANE WITH RIGID POLYISOCYANURATEINSULATION AT MINIMUM OF R-20. INSULATIONTO BE TWO LAYERS WITH STAGGERED JOINTS.MEMBRANE SHEETS RUN PERPENDICULAR TOTHE DECK FLUTES. FOAM PERIMETER OFINSULATION. SEE DETAIL.1.START KEYED NOTES HERE.KEYED NOTESKEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'C'116TH ST. & SPRINGMILL RD.NPROJECTLOCATION116TH ST.SPRING MILL RD.VILLAGE GREEN DR.CABROOF PLANA120-C1ROOF PLAN3/16" = 1'-0"N 19'-4"T.O. WALL18'-0"T.O. WALL10'-6"BTM CANOPYEXTERIOR LIGHTINGFIBER CEMENT 'B'ARCHITECTURAL SHINGLESFIBER CEMENT 'C'METAL TRELLISMETAL CANOPYCORBELSMETAL PANEL & COPINGFIBER CEMENT 'C'STOREFRONTMETAL TRELLIS / CANOPY+/- 31'-7"T.O. ROOFBRICK 'B'BRICK 'B'SECONDARY PROJECTING SIGNPLACED UNDERNEATH CANOPY(5 SF MAX)8'-0"25'-4"MID POINTBLADE SIGN. FINAL SIZE TO BEDETERMINED BY LOGO OF SIGN10'-6"DORMER IS BEYONDTENANTSIGNTENANTSIGNTENANTSIGNTENANTSIGNTENANTSIGNBRICK 'B'FIBER CEMENT 'B'ARCHITECTURAL SHINGLESMETAL TRELLIS / CANOPYFIBER CEMENT 'C'FIBER CEMENT 'C'EXTERIOR LIGHTING3'-1078", 70%5'-7"SPANDREL PANEL HEIGHTPRIMARY WALL SIGN12'-9", 85%15'-0"SPANDREL PANEL WIDTH3'-1078", 70%5'-7"SPANDREL PANEL HEIGHT10'-418", 85%12'-31316"SPANDREL PANEL WIDTH3'-1078", 70%5'-7"SPANDREL PANEL HEIGHT12'-9", 85%15'-0"SPANDREL PANEL WIDTH3'-1078", 70%5'-7"SPANDREL PANEL HEIGHT12'-9", 85%15'-0"SPANDREL PANEL WIDTH3'-1078", 70%5'-7"SPANDREL PANEL HEIGHT9'-10316", 85%11'-914"SPANDREL PANEL WIDTH+/- 31'-7"T.O. ROOFBRICK 'B'METAL TRELLIS / CANOPYMETAL CANOPYCORBELSMETAL PANEL & COPINGFIBER CEMENT 'C'STOREFRONTFIBER CEMENT 'B'BRICKMETAL TRELLIS / CANOPYMETAL PANEL & COPINGFIBER CEMENT 'C'STOREFRONTFIBER CEMENT 'B'FIBER CEMENT 'C'METAL TRELLISEXTERIOR LIGHTING+/- 31'-7"T.O. ROOF1WEST - PARKING LOT ELEVATION3/16" = 1'-0"KEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'C'116TH ST. & SPRINGMILL RD.NPROJECTLOCATION116TH ST.SPRING MILL RD.VILLAGE GREEN DR.CABEXTERIOR ELEVATIONSA201-C1.FIBER CEMENT A: JAMES HARDIE, STATEMENT COLLECTION,COLOR - TIMBER BARK.2.FIBER CEMENT B: JAMES HARDIE, STATEMENT COLLECTION,COLOR - GREY SLATE.3.FIBER CEMENT C: JAMES HARDIE, STATEMENT COLLECTION,COLOR - NAVAJO BEIGE.4.FIBER CEMENT D: JAMES HARDIE, STATEMENT COLLECTION,COLOR - MONTEREY TAUPE.5.BRICK A: GLEN-GERY, MODULAR, ASPEN WHITE.6.BRICK B: GLEN-GERY, MODULAR, BLUE IRONSPOT VELOUR.MATERIALS2EAST - SPRINGMILL RD. ELEVATION3/16" = 1'-0"4NORTH ELEVATION3/16" = 1'-0"3SOUTH ELEVATION3/16" = 1'-0"31%21%31%17%FIBER CEMENTBRICKSTOREFRONTMETAL100%65%14%08%13%FIBER CEMENTBRICKSTOREFRONTMETAL100%39%37%13%11%FIBER CEMENTBRICKSTOREFRONTMETAL100%51%25%16%08%FIBER CEMENTBRICKSTOREFRONTMETAL100%NOTE:2.25' OF WALL SIGNAGE PER 1' OF LINEAL STORE FRONTAGE ON STREET. TENANTSIGNTENANTSIGNTENANTSIGNTENANTSIGNTENANTSIGN19'-4"T.O. WALL18'-0"T.O. WALL10'-6"BTM CANOPYEXTERIOR LIGHTINGFIBER CEMENT 'B'ARCHITECTURAL SHINGLESFIBER CEMENT 'C'METAL TRELLISMETAL CANOPYCORBELSMETAL PANEL & COPINGFIBER CEMENT 'C'STOREFRONTMETAL TRELLIS / CANOPY3'-107 8", 70%12'-9", 85%5'-7"SPANDREL PANEL HEIGHT 15'-0"SPANDREL PANEL WIDTH+/- 31'-7"T.O. ROOF12'-9", 85%15'-0"SPANDREL PANEL WIDTH5'-15 8", 70%7'-4"SPANDREL PANEL HEIGHTBRICK 'B'BRICK 'B'3'-107 8", 70% 5'-7" SPANDREL PANEL HEIGHT 3'-107 8", 70% 5'-7" SPANDREL PANEL HEIGHT 5'-7" SPANDREL PANEL HEIGHTSECONDARY PROJECTING SIGNPLACED UNDERNEATH CANOPY(5 SF MAX)8'-0"PRIMARY WALL SIGN25'-4"MID POINT12'-9", 85%15'-0"SPANDREL PANEL WIDTH12'-9", 85%15'-0"SPANDREL PANEL WIDTH12'-9", 85%15'-0"SPANDREL PANEL WIDTHDORMER IS BEYOND1WEST - PARKING LOT ELEVATION3/16" = 1'-0"KEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'C'116TH ST. & SPRINGMILL RD.NPROJECTLOCATION116TH ST.SPRING MILL RD.VILLAGE GREEN DR.CABVARIANCE REQUESTEDEXTERIOR WESTELEVATIONA201a-C1.FIBER CEMENT A: JAMES HARDIE, STATEMENT COLLECTION,COLOR - TIMBER BARK.2.FIBER CEMENT B: JAMES HARDIE, STATEMENT COLLECTION,COLOR - GREY SLATE.3.FIBER CEMENT C: JAMES HARDIE, STATEMENT COLLECTION,COLOR - NAVAJO BEIGE.4.FIBER CEMENT D: JAMES HARDIE, STATEMENT COLLECTION,COLOR - MONTEREY TAUPE.5.BRICK A: GLEN-GERY, MODULAR, ASPEN WHITE.6.BRICK B: GLEN-GERY, MODULAR, BLUE IRONSPOT VELOUR.MATERIALS31%21%31%17%FIBER CEMENTBRICKSTOREFRONTMETAL100% KEY PLANISSUEDATE230101THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.© COPYRIGHT 2023, CURRAN ARCHITECTUREPROJECT INFORMATIONCERTIFICATIONISSUE DATESNOT FOR CONSTRUCTIONPRELIMINARY07.23.2024F :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JACKSON'S GRANT VILLAGEBUILDING 'C'116TH ST. & SPRINGMILL RD.NPROJECTLOCATION116TH ST.SPRING MILL RD.VILLAGE GREEN DR.CABCOLORED EXTERIORELEVATIONSA202-C1FRONT ELEVATION3/16" = 1'-0"2BACK ELEVATION (SPRINGMILL RD.)3/16" = 1'-0"4SIDE ELEVATION3/16" = 1'-0"3SIDE ELEVATION3/16" = 1'-0" 317 . 288 . 0681 CURRAN-ARCHITECTURE.COMSPRINGMILL SHOPS A 317 . 288 . 0681 CURRAN-ARCHITECTURE.COMSPRINGMILL SHOPS B 317 . 288 . 0681 CURRAN-ARCHITECTURE.COMSPRINGMILL SHOPS C 317 . 288 . 0681 CURRAN-ARCHITECTURE.COMSPRINGMILL SHOPS D 317 . 288 . 0681 CURRAN-ARCHITECTURE.COMSPRINGMILL SHOPS E 317 . 288 . 0681 CURRAN-ARCHITECTURE.COMSPRINGMILL SHOPS F 317 . 288 . 0681 CURRAN-ARCHITECTURE.COMSPRINGMILL SHOPS G 317 . 288 . 0681 CURRAN-ARCHITECTURE.COMSPRINGMILL SHOPS H 317 . 288 . 0681 CURRAN-ARCHITECTURE.COMSPRINGMILL SHOPS I 317 . 288 . 0681 CURRAN-ARCHITECTURE.COMSPRINGMILL SHOPS J