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Lakeside R&D Building Development Plan & ADLS Docket No. 19100008 DP/ADLS DEVELOPMENT PLAN AND ADLS APPLICATIONS CITY OF CARMEL, INDIANA December 17, 2019 City of Carmel Plan Commission Applicant: Atapco Carmel, LLC Attorneys: Nelson & Frankenberger, LLC Jim Shinaver, Attorney Jon C. Dobosiewicz, Land Use Professional 317-844-0106 TABLE OF CONTENTS 1. Explanation of Request 2. Site Location Map / Aerial Photograph 3. Illustrative Color Site Plan 4. Site Plan over aerial 5. Building Perspectives 6. Building Elevations Floor Plan Materials Sheet 7. Engineered Landscape Plan 8. Lighting Plan 9. Engineered Development Plan 10. Findings of Fact Form TAB 1 TAB 2 SITE NORTH Lakeside R&D Center Site Location Map / Aerial Photograph Carmel Drive Guilford Road TAB 3 TAB 4 C A R M E L D R I V E 12/05/2019LAKESIDE R&D CENTER CARMEL, INDIANA SITE PLAN WITH AERIAL NORTH TAB 5 TAB 6 18136Lakeside R&DCarmel, IN | 16 October 2019First Floor Plan Lakeside R&D Center Building Materials Sheet TAB 7 E T S W E T T T TR D TT D D SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D S D S D S D S D S DSD SD SD SD SD SD SD SD SDSDSD SD SDSDSDSDC A R M E L D R I V E CBLCBLCBLCBLCBLCBLCBLCBLCBL CBL CBL CBL CBL CBL CBL CBL CB L CB L CB L CB L CB L CB L C B L C B L C B L C B L CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CB L CBL CB L C B L C B L C B L C B L C B L C B L C B L C B L C B L CBLCBLCBLCBL CBL CBL CBL C B L C B L C B L C B L C B L C B L C B L C B L C B L C B L CBLCBL C B L CBL CBL CBL CBL CBL CBL CBL CBL CB L 3 TD 8 PV 6 MP 3 VA 5 TD CK 4 3 PF 4 TD 1 GT 8 CA 10 CA ZS 3 ZS 1 PV 6 6 PV 3 VA AS 1 AS 1 MP 5 3 PF 4 PF PROPERTY LINE PROPERTY LINE SEEDED LAWN, TYP. PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING TREE TO REMAIN, TYP. SEEDED LAWN, TYP. SEEDED LAWN, TYP. SHREDDED HARDWOOD MULCH, TYP. SHREDDED HARDWOOD MULCH, TYP. SHREDDED HARDWOOD MULCH, TYP. SHREDDED HARDWOOD MULCH, TYP. EXISTING TREE TO REMAIN, TYP. 8 PV 6 VB 3 VA VA 4 TD 3 PV 7 1 ZS 1 AS 1 AS 1 AS TD 3 VA 4 CK 2 2 GT 9 IV 10 CA 7 VB 13 BG 13 BG 7 VB 9 CA 9 IV VB 5 TD 6 PF 13 IV 14 MP 12 TD 8 TD 6 MP 13 PF 15 IV 11 TD 8 5 VA 5 BG 5 VA 5 BG VB 6 GT 1 GT 1 5 PA 3 PA 1 PA 1 PA LAKESIDE R&DCENTER©NORTH L1.0LANDSCAPE PLAN DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME CONT CAL HT AS 5 ACER SACCHARUM SUGAR MAPLE B & B 2.5" CAL MIN --- CK 6 CLADRASTIS KENTUKEA AMERICAN YELLOWWOOD B & B 2.5" CAL MIN --- GT 5 GLEDITSIA TRIACANTHOS `IMPCOLE` TM IMPERIAL HONEYLOCUST B & B 2.5" CAL MIN --- PA 10 PLATANUS X ACERIFOLIA `BLOODGOOD`BLOODGOOD PLANETREE B & B 2.5" CAL MIN --- ZS 5 ZELKOVA SERRATA `GREEN VASE`GREEN VASE SAWLEAF ZELKOVA B & B 2.5" CAL MIN --- SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE BG 36 BUXUS X `GREEN VELVET`GREEN VELVET BOXWOOD B & B SEE PLAN 18" HT MIN IV 43 ITEA VIRGINICA `HENRY`S GARNET`HENRY`S GARNET SWEETSPIRE B & B SEE PLAN 18" HT MIN MP 36 MYRICA PENSYLVANICA NORTHERN BAYBERRY B & B SEE PLAN 18" HT MIN PF 38 POTENTILLA FRUTICOSA `ABBOTSWOOD`ABBOTSWOOD POTENTILLA B & B SEE PLAN 18" HT MIN TD 46 TAXUS X MEDIA `DENSIFORMIS`DENSE YEW B & B SEE PLAN 18" HT MIN VA 27 VIBURNUM DENTATUM ARROWWOOD VIBURNUM B & B SEE PLAN 18" HT MIN VB 31 VIBURNUM X BURKWOODII BURKWOOD VIBURNUM B & B SEE PLAN 18" HT MIN PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT SPACING CA 37 CALAMAGROSTIS X ACUTIFLORA `OVERDAM`OVERDAM FEATHER REED GRASS 1 GAL 24" OC PV 35 PANICUM VIRGATUM `SHENANDOAH`SHENANDOAH SWITCH GRASS 1 GAL 24" OC PLANT SCHEDULE LAKESIDE R&DCENTER©L1.1LANDSCAPEDETAILSATAPCO REDEVELOPMENT PUD ORDINANCE REQUIREMENT REQUIRED PROVIDED STREET TREES · Shade shall be planted within public street ROW · Street trees shall be planted min. of 25' and max. of 40' o.c. · Section 7.4.B Per City standards, no street trees shall be planted in conflict with drainage or utility easements or structures and underground detention (unless designed for that purpose), or within traffic safety vision clearances. However, where the logical location of proposed utilities would compromise the desired effect, the Controlling Developer may solicit the aid of the City's Urban Forester in mediating an alternative. 438.9 LF frontage / 40 = 11 shade trees 11 shade trees, see Section 7.4.B of the Atapco PUD FOUNDATION PLANTING · With respect to non-residential buildings, a planting area equal to an area 5' in depth from the building perimeter shall be installed on all sides of the building 663.5 LF perimeter (5) = 3,317 SF planting 3,329 SF PARKING LOT INTERIOR · 1 shade tree and 5 shrubs / 15 parking spaces 57 spaces / 15 = 3.80 3.8(1) = 4 shade trees 3.8(5) = 19 shrubs 4 shade trees + 19 shrubs PARKING LOT PERIMETER WITHIN 50' OF PUBLIC RIGHT-OF-WAY · 5' wide perimeter strip on all sides · 4 shade trees and 30 shrubs/grasses per 100 LF 298.4 LF / 100 = 2.98 2.98(4) = 12 shade trees 2.98(30) = 90 shrubs/grasses 12 shade trees + 53 grasses + 37 shrubs PARKING LOT PERIMETER IN EXCESS OF 50' FROM PUBLIC RIGHT-OF-WAY · 5' wide perimeter strip on all sides · 2 shade trees and 15 shrubs/grasses per 100 LF 219.1 LF / 100 = 2.19 2.19(2) = 4 shade trees 2.19(15) = 33 shrubs/grasses 4 shade trees + 33 shrubs PERMANENT SEEDING AMERITURF FRONTRUNNER BLEND TALL FESCUE; APPLY AT A RATE OF 350 LBS/ACRE (8LBS/1000 SQFT) SEEDING LEGEND LANDSCAPE NOTES 1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING MATERIALS AND PLANTS SHOWN ON THE LANDSCAPE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT LANDSCAPE, PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION OR DURING THE SPECIFIED MAINTENANCE PERIOD. CALL FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION AND PLANTING. 2.THE CONTRACTOR SHALL REPORT ANY DISCREPANCY IN PLAN VS. FIELD CONDITIONS IMMEDIATELY TO THE LANDSCAPE ARCHITECT, PRIOR TO CONTINUING WITH THAT PORTION OF WORK. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT SETTLE. 4.ALL NURSERY STOCK SHALL BE WELL BRANCHED, HEALTHY, FULL, PRE-INOCULATED AND FERTILIZED. DECIDUOUS TREES SHALL BE FREE OF FRESH SCARS. TRUNKS WILL BE WRAPPED IF NECESSARY TO PREVENT SUN SCALD AND INSECT DAMAGE. THE LANDSCAPE CONTRACTOR SHALL REMOVE THE WRAP AT THE PROPER TIME AS A PART OF THIS CONTRACT. 5.ALL NURSERY STOCK SHALL BE GUARANTEED, BY THE CONTRACTOR, FOR ONE YEAR FROM DATE OF FINAL INSPECTION. 6.AMENDED SOIL SHALL BE PROVIDED AND GRADED BY THE GENERAL CONTRACTOR UP TO A 6" DEPTH BELOW FINISHED GRADE IN TURF AREAS AND A 12" DEPTH IN PLANTING AREAS. 7.PLANTING AREA TOPSOIL SHALL BE AMENDED WITH 25% SPHAGNUM PEATMOSS, 5% HUMUS AND 65% PULVERIZED SOIL FOR ALL SHRUB, ORNAMENTAL GRASS, PERENNIAL AND ANNUAL BEDS. AMENDED TURF AREA SOIL SHALL BE STANDARD TOPSOIL. 8.SEED LIMIT LINES ARE APPROXIMATE. CONTRACTOR SHALL SEED ALL AREAS WHICH ARE DISTURBED BY GRADING WITH THE SPECIFIED SEED MIXES. 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 WITH 3" DEPTH SHREDDED HARDWOOD MULCH. A SPADED BED EDGE SHALL SEPARATE MULCH BEDS FROM TURF OR SEEDED AREAS. A SPADED EDGE IS NOT REQUIRED ALONG CURBED EDGES. 10.DO NOT DISTURB THE EXISTING PAVING, LIGHTING, OR LANDSCAPING THAT EXISTS ADJACENT TO THE SITE UNLESS OTHERWISE NOTED ON PLAN. 11.PLANT QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF THE OWNER AND JURISDICTIONAL REVIEW AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AS DRAWN. 12.THE OWNER'S REPRESENTATIVE MAY REJECT ANY PLANT MATERIALS THAT ARE DISEASED, DEFORMED, OR OTHERWISE NOT EXHIBITING SUPERIOR QUALITY. 13.THE CONTINUED MAINTENANCE OF ALL REQUIRED LANDSCAPING SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY ON WHICH SAID MATERIALS ARE REQUIRED. ALL PLANT MATERIALS REQUIRED BY THIS SECTION SHALL BE MAINTAINED AS LIVING VEGETATION AND SHALL BE PROMPTLY REPLACED BY LANDSCAPE CONTRACTOR DURING WARRANTY PERIOD IF THE PLANT MATERIAL HAS DIED PRIOR TO FINAL ACCEPTANCE. PLANTING AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS AT ALL TIMES. NTS PERENNIAL PLANTING4 SECTION PLAN VIEW O.C. SPACING, SEE PLANS FOR DETAILS HARDWOOD SHREDDED MULCH AMENDED SOIL SUBGRADE SPADED BED EDGE 1.EXCAVATE PLANTING BED. 2.BED HEIGHT IS TO BE 2" ABOVE FINISH GRADE AND WELL DRAINED. 3.REMOVE CONTAINER, SCORE SOIL MASS TO REDIRECT AND PREVENT CIRCLING ROOTS. CORRECT GIRDLING ROOTS. 2.PLANT MATERIAL SHALL BE LAID OUT BY FOLLOWING THE BED EDGE, WORKING TOWARDS THE CENTER OF THE BED USING TRIANGULAR (STAGGERED) SPACING AS PLAUSIBLE. 3.PLUMB AND BACKFILL WITH PLANTING MIX AS SPECIFIED IN LANDSCAPE NOTES. 4.APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. MULCH LIMITS FOR PERENNIALS/GROUNDCOVER EXTEND TO ALL LIMITS OF PLANTING BED, SEE PLANS FOR BED LAYOUTS. 5.SPACING TO BE AS SPECIFIED IN THE PLANT LIST. PERENNIALS SHALL BE PLACED WITH THEIR CENTER 24" FROM EDGE OF BED. NOTES: NTS TREE PLANTING DETAIL1 NTS SHURB PLANTING DETAIL2 NTS TREE PRESERVATION DETAIL3 TAB 8 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.30.30.30.30.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.60.70.70.60.40.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.71.21.30.80.40.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.51.01.41.51.00.60.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.71.11.62.63.83.92.81.71.20.70.40.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.61.01.41.82.73.73.82.91.91.41.10.60.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.61.21.72.32.83.23.32.92.31.81.20.60.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.50.91.41.92.53.13.43.43.22.51.91.40.80.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.61.01.51.92.22.72.72.72.72.21.71.20.80.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.30.50.81.21.61.92.12.32.32.22.21.91.51.00.70.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.20.40.60.91.31.62.02.22.12.12.01.91.71.30.90.60.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.20.30.50.71.11.41.82.22.42.32.31.91.71.61.20.80.50.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.20.20.20.30.60.60.91.21.62.02.73.23.12.92.31.81.51.10.70.40.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.30.50.30.30.41.00.90.91.11.41.72.43.33.72.73.52.71.81.31.00.60.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.60.70.50.61.31.41.31.41.41.51.82.53.43.43.43.52.81.81.20.90.50.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.50.71.21.11.62.01.92.01.91.81.71.92.53.53.63.43.52.81.81.20.80.50.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.30.71.01.91.53.82.92.52.52.11.91.81.92.32.93.43.23.12.31.61.20.80.50.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.50.71.23.64.33.53.12.92.31.91.81.81.82.12.42.32.21.71.41.10.80.50.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.30.51.33.03.53.23.22.72.01.71.61.51.51.61.51.51.51.31.10.90.60.40.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.20.30.41.72.12.73.23.02.11.51.31.21.11.11.01.01.11.00.90.70.50.30.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.20.20.81.61.92.52.72.31.61.10.90.80.70.60.60.60.60.60.50.30.20.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.30.30.31.11.51.82.12.01.71.30.90.60.50.30.30.30.30.20.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.60.40.40.71.61.51.71.81.61.41.10.70.50.20.10.10.00.00.00.00.00.00.00.00.00.10.10.10.10.30.70.80.60.81.71.61.71.81.71.41.10.90.60.40.10.00.00.00.00.00.00.00.00.00.10.10.10.20.60.81.41.32.32.22.22.22.01.61.20.90.70.50.00.00.00.00.00.00.00.00.00.10.10.10.20.40.61.01.71.24.03.12.72.62.01.51.10.80.60.00.00.00.00.00.00.00.00.00.10.10.10.20.20.40.50.61.33.74.13.53.22.92.01.41.00.70.50.00.00.00.00.00.00.00.00.00.10.10.20.20.20.30.40.61.62.83.33.13.22.41.71.20.80.60.00.00.00.00.00.00.00.00.10.10.10.30.30.30.30.41.02.02.22.73.12.81.91.20.80.60.00.00.00.00.00.00.00.10.10.10.20.50.40.40.31.01.81.92.32.62.62.21.51.00.60.30.00.00.00.00.00.00.00.00.10.10.20.50.70.70.61.01.72.02.22.42.42.11.71.30.80.40.00.00.00.00.00.00.10.10.10.30.71.11.21.42.42.12.42.42.32.11.71.41.00.70.00.00.00.00.00.00.00.10.10.20.50.71.31.63.63.62.82.82.52.11.71.41.10.80.50.00.00.00.00.00.00.10.10.30.40.60.82.04.33.93.13.22.61.91.51.10.80.60.00.00.00.00.00.00.00.10.10.20.30.40.82.63.33.43.33.12.21.61.20.90.60.00.00.00.00.00.00.00.10.10.10.20.31.12.02.63.23.52.61.81.20.80.60.40.00.00.00.00.00.00.00.00.10.10.20.41.41.82.63.13.02.41.71.10.60.40.00.00.00.00.00.00.00.10.10.10.30.61.31.72.52.72.62.31.71.10.60.00.00.00.00.00.00.00.10.10.20.40.81.11.62.32.52.42.21.81.20.70.00.00.00.00.00.00.10.10.20.40.60.91.21.72.22.62.52.21.81.30.00.00.00.00.00.00.10.20.30.50.81.21.51.92.53.23.12.61.91.41.00.00.00.00.00.00.10.10.20.40.60.91.21.72.43.23.63.73.22.21.61.20.80.50.00.00.00.00.00.10.20.40.71.01.31.82.73.63.53.53.52.71.81.31.00.60.30.20.00.00.00.00.00.10.20.40.61.01.31.82.73.43.41.83.52.71.81.31.00.60.40.20.10.00.00.00.00.00.10.10.30.50.81.11.52.13.03.53.42.92.31.61.20.90.60.40.20.10.00.00.00.00.00.00.10.20.30.60.91.21.62.22.62.72.11.61.31.10.80.50.30.20.10.00.00.00.00.00.10.10.20.40.60.91.31.61.71.81.51.20.90.70.50.30.20.10.10.00.00.00.00.00.10.10.30.50.71.01.21.21.31.20.90.60.40.30.20.10.10.00.00.00.00.00.00.10.20.30.50.70.90.90.90.80.60.40.20.10.10.10.00.00.00.00.00.00.00.10.20.30.50.60.60.60.50.40.20.10.10.00.00.00.00.00.00.00.00.10.10.20.30.30.40.40.30.20.10.10.00.00.00.00.00.00.00.00.10.10.10.20.20.20.20.10.10.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.20.30.30.30.20.20.20.20.20.20.30.30.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.10.00.00.00.00.00.0S1S1S1S1S2S2ETSWETTTTRDTTDDCARMEL DRIVE837 838839839 840840839839838839840841842843841839840840840839839ScheduleSymbolLabelQuantityManufacturerCatalog NumberLumens Per LampLight Loss FactorWattageS14Lithonia LightingDSX1 LED P6 50K TFTM MVOLT SPA XXXXX/ SSS 20' 4C DM19AS XXXXX -- MH: 22'-6" AFG192780.92163S22Lithonia LightingDSX1 LED P8 50K T5M MVOLT SPA XXXXX/ SSS 20' 4C DM19AS XXXXX -- MH: 22'-6" AFG254980.92207StatisticsDescriptionSymbolAvgMaxMinMax/MinAvg/MinBoundary_Grade0.0 fc0.3 fc0.0 fcN/AN/APaved Parking Area_Grade2.0 fc4.3 fc0.3 fc14.3:16.7:1Property_Grade0.5 fc4.3 fc0.0 fcN/AN/AGENERAL NOTESGENERAL PLAN NOTES:·MH: 22'-6" A.F.G.·POINTS CALCULATED AT: GRADE·LIGHT LOSS FACTOR: AS NOTED***********************************FOR PRICING CONTACTJANINE BURKHART 317-698-4175***********************************No.Revision/IssueDateFirm Name and AddressProject Name and AddressDrawn ByScaleDateDrawing #Sheet No.E101LS-19-532910/10/190'-1" = 30'-0"MJCLAKESIDE R&DCENTERSITE LIGHTING PHOTOMETRIC8719 CASTLE PARK DRIVEINDIANAPOLIS, IN 46256WWW.LIGHTSOURCEINDIANA.COMp:317-598-6900DisclaimerThis lighting submittal is strictly based on the informationprovided to LIGHTsource, and is provided without warranty as to accuracy,completeness, reliability or otherwise. If the information (including but notlimited to floor-plans, reflected ceiling plans, electrical plans and specifications)provided to Acuity Brands is incomplete or not current (i.e., newer versionsexist), the accuracy of proposed design may be adversely affected. Once thislighting submittal is received by the customer or end-user (as applicable),it isthe obligation of the customer or end-user (as applicable) to consult with aprofessional engineering advisor to determine whether the proposed designmeets the applicable project requirements for lighting system performance,code compliance, safety, suitability and effectiveness for use in a particularapplication. In no event will LIGHTsource be responsible for any loss resultingfrom any use of any information contained in this lighting submittal.LIGHTING PHOTOMETRICSCALE: 1" = 30FT TAB 9 (NOT TO SCALE) LOCATION MAP C0.0TITLE SHEETNORTH ADLS PLANS LAKESIDE R&D CENTER 635 WEST CARMEL DRIVE CARMEL, IN 46032 UTILITY AND GOVERNING AGENCY CONTACTS SERVICE / JURISDICTION COMPANY / DEPT.ADDRESS PHONE NUMBER CONTACT ENGINEERING DEPARTMENT CITY OF CARMEL 1 CIVIC SQUARE, 1ST FLOOR CARMEL, IN 46032 (317) 571-2441 ALEX JORDAN ADA CITY OF CARMEL 1 CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 (317) 571-2417 DAVID LITTLEJOHN FIRE DEPARTMENT CARMEL FIRE DEPARTMENT 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2612 LUKE RAY PLANNING & ZONING CITY OF CARMEL 1 CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 (317) 571-2417 ANGIE CONN, AICP BUILDING & CODE SERVICES CITY OF CARMEL 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2444 WILLIAM (BILL) HOLT SANITARY SEWER TRICO 10701 NORTH COLLEGE AVENUE INDIANAPOLIS, IN 46280 (317) 660-6604 RYAN HARTMAN WATER CITY OF CARMEL 30 WEST MAIN STREET, SUITE 200 CARMEL, IN 46032 (317) 733-2855 STEVE COOK PROJECT TEAM ROLE COMPANY ADDRESS PHONE NUMBER CONTACT DEVELOPER/OWNER ATAPCO CARMEL, INC.645 W CARMEL DRIVE, SUITE 160 CARMEL, IN 46032 (317) 573-8044 DEBORAH HILLENBURG CIVIL ENGINEER KIMLEY-HORN & ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9560 ANDY TAYLOR, PE LAND SURVEYOR HAMILTON DESIGNS 11988 FISHERS CROSSING DRIVE, SUITE 154, FISHERS, IN 46038 (317) 570-8800 TERRY WRIGHT, PS CONSTRUCTION OF A ±20,000 SF OFFICE BUILDING ON A SITE IN SECTION 36 OF T18N, R3E IN THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA HAMILTON COUNTY LAKESIDE R&DCENTER©SHEET LIST TABLE Sheet Number Sheet Title C0.0 TITLE SHEET C1.0 GENERAL NOTES C2.0 EXISTING TOPOGRAPHY & DEMOLITION PLAN C3.0 SITE PLAN C4.0 EROSION CONTROL PLAN C4.1 EROSION CONTROL DETAILS C4.2 SWPPP C5.0 GRADING PLAN C6.0 UTILITY PLAN C6.1 STORM PLAN & PROFILE C7.0 SITE DETAILS C7.1 SITE DETAILS C7.2 SITE DETAILS C7.3 CITY OF CARMEL CURBING POLICY L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS E101 SITE LIGHTING PHOTOMETRIC PROJECT LOCATION W CARMEL DRS GUILFORD RDCITY CENTER DRPROJECT INFORMATION ZONE DISTRICT PUD SETBACKS 10' FRONT BUILDING COVERAGE RATIO 29.8% BUILDING HEIGHT TBD TOTAL DISTURBANCE AREA 1.54 ACRES LAKESIDE R&DCENTER©GENERAL NOTES EARTHWORK NOTES SANITARY SEWER NOTES WATERMAIN NOTES SIGNING AND PAVEMENT MARKING NOTES STORM SEWER NOTES PAVING NOTES DEMOLITION NOTES EROSION CONTROL NOTES C1.0GENERAL NOTESWARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. E E E T S W E T T T TR D TT D S D SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SDSDSDSDSDSDSDSD SDSDSD SD SD SD SD C A R M E L D R I V E CBLCBLCBLCBLCBLCBLCBLCBLUGE UGE UGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEU G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGE CBL CBL CBL CBL CBL CBL CB L CB L CB L CB L C B L C B L C B L CBL CBL CBL UGE UGE CBL CBL CBL CBL CBL CBL CBL CBL CB L C B L C B L C B L C B L C B L CB L CBLCBLCBLCBLCBL CBL C B L C B L C B L C B L C B L C B L 838 837 837 838 839 83783 8 83 9 839840 84 0 839839 838 83 9 840 841 842 843 841 83 9 840 840 840839839 LAKESIDE R&DCENTER©NORTH BENCHMARKS F E T T EXISTING LEGEND GENERAL DEMOLITION NOTES · · · · DEMOLITION NOTES DEMOLITION NOTESDEMOLITION LEGEND C2.0EXISTINGTOPOGRAPHY &DEMOLITION PLANNOTES E T S W E T T T TR D TT D S D C A R M E L D R I V E LAKESIDE R&DCENTER©NORTH BENCHMARKS F E T T EXISTING LEGEND C3.0SITE PLANGENERAL NOTES KEY NOTES PAVING AND CURB LEGEND PARKING SUMMARY E T S W E T T T TR D TT D S D SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SDSDSDSDSDSDSDSD SDSDSD SD SD SD SD C A R M E L D R I V E CBLCBLCBLCBLCBLCBLCBLUGE UGE UGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEU G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGE CBL CBL CBL CBL CBL CBL CB L CB L CB L C B L C B L C B L CBL CBL UGE UGE CBL CBL CBL CBL CBL CBL CBL CBL CB L C B L C B L C B L C B L C B L CB L CBLCBLCBL CBL CBL C B L C B L C B L C B L C B L C B L 838 837 837 838 839 83783 8 83 9 839840 84 0 839839 838 83 9 840 841 842 843 841 83 9 840 840 840839839CBLC B L CBL CBL CBL CBL CBL CBL ™LAKESIDE R&DCENTER©NORTH BENCHMARKS F E T T EXISTING LEGEND C4.0EROSIONCONTROL PLANTEMPORARY EROSION CONTROL NOTES EROSION CONTROL NOTES EROSION CONTROL LEGEND LAKESIDE R&DCENTER©CONCRETE WASHOUT PLAN VIEW NOT TO SCALE STAPLE DETAIL CONCRETE WASHOUT SIGN DETAIL (OR EQIVALENT) SECTION B-B NOT TO SCALE CONCRETE WASHOUT N.T.S. CONSTRUCTION ENTRANCE N.T.S. GENERAL NOTES: INLET PROTECTION N.T.S. TREE PROTECTION N.T.S. B B F E C A D ** ** SEEDING CHART SECTION PLAN ™ ® ™ FILTER SOCK SEDIMENT CONTROL N.T.S. ® ™ SEDIMENTATION/SILT FENCE N.T.S. C4.1EROSIONCONTROL DETAILS LAKESIDE R&DCENTER©C4.2SWPPP™ AS-3 –– ™ ™ ™ E T S W E T T T TR D TT D S D SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SDSDSDSDSDSDSDSD SDSDSD SD SD SD SD C A R M E L D R I V E CBLCBLCBLCBLCBLCBLCBLUGE UGE UGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEU G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGE CBL CBL CBL CBL CBL CBL CB L CB L CB L C B L C B L C B L CBL CBL UGE UGE CBL CBL CBL CBL CBL CBL CBL CBL CB L C B L C B L C B L C B L C B L CB L CBLCBLCBL CBL CBL C B L C B L C B L C B L C B L C B L 838 837 837 838 839 83783 8 83 9 839840 84 0 839839 838 83 9 840 841 842 843 841 83 9 840 840 840839839CBLC B L CBL CBL CBL CBL CBL CBL LAKESIDE R&DCENTER©NORTH BENCHMARKS F E T T EXISTING LEGEND C5.0GRADING PLANGRADING NOTES GRADING LEGEND UTILITY LEGEND MINIMUM FLOOD PROTECTION GRADE (MFPG) MINIMUM LOWEST ADJACENT GRADE (MLAG) · · · · · · DRAINAGE SUMMARY CBLC B L CBL CBL CBL CBL CBL CBL E T S W E T T T TR D TT D S D SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SDSDSDSDSDSDSD SDSDC A R M E L D R I V E CBLCBLCBLCBLCBLUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEU G E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGE CBL CBL CBL CBL CBL CBL CB L CB L CB L C B L C B L C B L CBL CBL UGE UGE CBL CBL CBL CBL CBL CBL CBL CBL CB L C B L C B L C B L C B L C B L CB L CBLCBLCBL CBL CBL C B L C B L C B L C B L C B L C B L CBLCBL™ LAKESIDE R&DCENTER©NORTH C6.0UTILITY PLANUTILITY LEGEND GENERAL UTILITY NOTES UTILITY NOTES UTILITY CROSSING LEGENDGENERAL NOTES · · · · · · DRAINAGE SUMMARY STORM LINE 1 H: 1"=30 | V: 1"=3 STORM LINE 2 H: 1"=30 | V: 1"=3™ CB L CBL CBL CBL CBL CBL CBL CBL T S W E T TT TR T T D S D SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDS D CARMEL DRIVE CBLCBLCBLCBLCBLCBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL 840 840 840 840 840CBL CBL CBL CBL CBL S W E D SDSDSD SD SD SD SD SD SD CBL CBL CBL CBL CBL CBL CBL CBL CBL CBL 840 LAKESIDE R&DCENTER©C6.1STORM PLAN &PROFILENOR T H NOR T H NOTES AND LEGEND C7.0SITE DETAILSLAKESIDE R&DCENTER©TYPICAL HANDICAP STRIPING N.T.S. ACCESSIBLE PARKING SYMBOL N.T.S. ACCESSIBLE PARKING SIGNAGE N.T.S. RESERVED PARKING $250 FINE CONCRETE BOLLARD N.T.S. STANDARD CONCRETE WHEEL STOP N.T.S. C7.1SITE DETAILSLAKESIDE R&DCENTER©STORM CLEAN-OUT N.T.S. STANDARD DUTY ASPHALTIC PAVEMENT SECTION N.T.S. HEAVY DUTY ASPHALTIC PAVEMENT SECTION N.T.S. HEAVY DUTY CONCRETE PAVEMENT SECTION N.T.S. CONCRETE FLUME N.T.S. MONOLITHIC CURB/WALK N.T.S. BIKE RACK N.T.S. C7.2SITE DETAILSLAKESIDE R&DCENTER© C7.3SITE DETAILSLAKESIDE R&DCENTER©BMP/DIVERSION STRUCTURE LAYOUT DETAIL N.T.S. C7.4CITY OF CARMELCURBING POLICYLAKESIDE R&DCENTER© TAB 10 Page 9 Filename: Development Plan (and DP Amend) Application 2019.docx FINDINGS OF FACT FORM DEVELOPMENT PLAN CONSIDERATION Carmel Plan Commission, Carmel, Indiana DOCKET NO. DP PROJECT NAME: PETITIONER: Based upon all the evidence presented by the Petitioner and upon the Department Report of the Department of Community Services, dated, we determine that the Development Plan complies with the Standards set forth in the Carmel Unified Development Ordinance. We hereby approve the Development Plan as submitted with the following specific conditions as agreed to by the petitioner. Condition 1. Condition 2. We hereby disapprove of the Development Plan as submitted for the following reasons: 1. 2. 3. DATED THIS DAY OF , 20 . Commission Member Rev. 19100008 DP/ADLS Lakeside Building - 635 West Carmel Drive Atapco Carmel, Inc.