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HomeMy WebLinkAboutPacket for COM 10-05-21 ED MARTIN BUICK GMC Docket No. PZ-2021-00099 ADLS Amendment 9896 North Michigan Road Carmel, Indiana 46032 July 20, 2021 Carmel Plan Commission October 5, 2021 Carmel Plan Commission – Commercial Committee Applicant: Ed Martin Buick GMC Consultant: Brian S. Cross, P.E. 718 Adams Street Suite E Carmel, IN 46032 Phone: 317-810-1677 TABLE OF CONTENTS 1. Explanation of Request 2. Site Location Exhibits 3. Engineering Plans  Site Plan  Landscape Plan (Michigan Rd. Removal/Replacement & Site Replanting)  Landscape Plan (previously approved) 4. Architectural Plans  Existing Building Pictures  Proposed Building Addition Elevations  Proposed Building Addition Floor Plan EXPLANATION OF REQUEST Ed Martin Buick GMC proposes to construct a 4,348 +/- SF Auto Service Bay expansion on the south side of the existing building. The addition will consist of six (6) new auto service bays and an expansion of the existing auto parts inventory storage room. The proposed building addition is being done over existing pavement. The building addition materials/colors will match the existing building’s brick and cast stone. Tax ID Parcel #: 17-13-07-00-10-009.000 The proposed improvements will not change any other site conditions or need additional site lighting or drainage/utility infrastructure. The site location and building addition is depicted on the aerial photographs attached. The property is zoned I-1/Industrial and lies within the US 421/Michigan Rd. Corridor Overlay Zone. The request for ADLS Amendment approval is fully detailed in this submittal. We have been in communication with DOCS Staff and Carmel Engineering prior to the Plan Commission hearing in an effort to identify and address all departments’ comments. Following our presentation at the July 20th Plan Commission hearing, our team has been working in collaboration with the Carmel Urban Forester and Planning Staff to address all remaining site development comments. I look forward to presenting this request on October 5, 2021. Respectfully, Brian Cross, P.E. Ed Martin Buick GMC Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA 2020 Photography Red: Band_1 Green: Band_2 Blue: Band_3 July 8, 2021 0 0.06 0.120.03 mi 0 0.1 0.20.05 km 1:4,800 ArcGIS WebApp Builder Ed Martin Buick GMC Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA 2020 Photography Red: Band_1 Green: Band_2 Blue: Band_3 July 8, 2021 0 0.01 0.030.01 mi 0 0.03 0.050.01 km 1:1,200 ArcGIS WebApp Builder 120' MAX. B.S.L.30' MIN. B.S.L.30' GREENBELT BUFFER30' MIN. B.S.L.NEW BLDG . ADDITIONEXISTING STORM INLETWESTERLY LIMIT OF US HWY 421-MICHIGANROAD CORRIDOR OVERLAY ZONEAPPROX.CONSTRUCTIONLIMITS = 0.24 Ac±140.25 '31'EXIST ING STORM INLETTC=888.08NEW ROOF DRA IN INV=884 .0± (N-8" PVC) INV OUT=882 .8± (SW-15" RCP)8'±CONC.STOOP5'5'B6B6B6B6B6B6114.0'159.6'SOUTH PROPERTY LINER/WR/WSWSWSWAAA10.3'±SWSW "U SHAPED " B ICYCLE RACKPER CARMEL UDO 5 .29 PK -02 .BBR5' CONC . WALKEXISTING WALKEXISTING WALKEXISTING WALK5'5'PAVEMENT STRIPING FORPEDESTIAN CONNECTIVITYMICHIGAN ROAD - US 421NEW BLDG. ADDITION99TH STREETMICHIGAN ROAD - US 42199TH STREET SIDEWALKRAMP SIDEWALKRAMPSIDEWALKRAMP5' CONC.WALK5' CONC. WALK5' CONC. WALKCONNECT TOEXISTING WALKEXISTING WALKEXISTING WALK05/17/2021CONTRACTOR NOTENO EARTH DISTURBING ACTIVITY MAY COMMENCEWITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.IF IT WILL BE NECESSARY TO RELOCATE EXISTINGUTILITIES, THE EXPENSE OF SUCH RELOCATION SHALLBE THE RESPONSIBILITY OF THE DEVELOPER. ALLUTILITY POLES SHALL BE LOCATED WITHIN ONE-FOOTOF THE PROPOSED RIGHT-OF-WAY.PAVING WITHIN CITY R/W NOTEALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAYSHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OFENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OFENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TOREVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFFNOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAINSTAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING ANDPROPOSED CITY RIGHT-OF-WAY.PLAN NOTES:DEVELOPMENT SUMMARYSITE ACREAGE = 7.35 +/- ACRESPRIMARY ZONING = INDUSTRIAL (I-1)SECONDARY ZONING = US HIGHWAY 421 -MICHIGAN ROAD CORRIDOR OVERLAY ZONEI-1 DEVELOPMENT STDS:FRONT SETBACK: 15 FEETSIDE SETBACK: 0 FEET ABUTTING INDUSTRIAL ORBUSINESS USE OR ZONING; 5 FEET ABUTTINGRESIDENTIAL USE OR ZONINGREAR SETBACK: 15 FEETMAXIMUM LOT COVERAGE: 90%ACTUAL LOT COVERAGE = 70%TOPOGRAPHIC & BOUNDARY NOTEAOVERALL SITE & PEDESTRIAN CONNECTIVITY PLANSCALE: 1"=120'STRAIGHT CONCRETE CURBB6ENGINEER:ARCHITECT:UTILITY LOCATE NOTEEXISTING CONDITIONS NOTECONTRACTOR TO VERIFY ALL EXISTINGCONDITIONS, INCLUDING UTILITIES ANDDRAINAGE INFRASTRUCTURE BEFORECOMMENCING WITH CONSTRUCTION.CONTRACTOR TO NOTIFY ENGINEER OFANY DISCREPANCIES.NOTEREFER TO ARCHITECTURAL &FOUNDATION PLANS FOR ALLBUILDING DIMENSIONS.PROJECT NUMBERDRAWING NUMBERSHEET OFSCALE:DATE:DWN BY:CHKD. BY:CIVIL SITE GROUP, INC. GROUP, INC.PROFESSIONALENGINEERINDIANA PE10910647STATE OF-oNR E GI STEREDBR I AN S CROSSDPI.013C2.0INDIANAPOLIS, IN 46240 3800 E 96TH STREET ED MARTIN AUTOMOTIVE GROUP SITE PLAN ED MARTIN BUICK GMC SERVICE BAY BLDG. ADDITION 9896 N MICHIGAN ROAD CARMEL, IN 46032 A P P R O V A L P E N D I N G N O T F O R C O N S T R U C T I O N REVISION RECORDCONTRACTOR NOTENO EARTH DISTURBING ACTIVITY MAY COMMENCEWITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.IF IT WILL BE NECESSARY TO RELOCATEEXISTING UTILITIES, THE EXPENSE OFSUCH RELOCATION SHALL BE THERESPONSIBILITY OF THE DEVELOPER.ALL UTILITY POLES SHALL BE LOCATEDWITHIN ONE-FOOT OF THE PROPOSEDRIGHT-OF-WAY.SIDEWALK NOTEALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLICRIGHT-OF-WAY SHALL COMPLY WITH STANDARDCITY OF CARMEL AND/OR INDOT DETAILS.CARMEL ENGINEERING DEPT. NOTEALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THEREQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THEDEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THEDEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIREDINSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.ALL PROPERTY CORNER MONUMENTS SHOULD BE MARKEDPRIOR TO COMMENCING WITH CONSTRUCTION ANDPROTECTED DURING ALL CONSTRUCTION ACTIVITY.PROPERTY CORNER MONUMENTS NOTEUTILITY CUT PAVEMENT TRENCH REPAIR. LEGEND:APPROXIMATE LIMITS OF PAVEMENT MILLING,ASPHALT WEDGING/LEVELING, AND NEW SURFACECOURSE AS NEEDED TO TRANSITION INTOEXISTING PAVEMENTSWBR TTS69°20'15"W408.98'N88°1 7 ' 4 2 " E 767.63 'S19°51'18"E176.29'S20°40'24"E229.68'S23°40'09"E98.65'S19°51'26"E93.03'10' ELECTRIC EASEMENT CTCTCTEBUILDINGN O R T H M I C H I G A N R O A D LIFT STATION EXISTING PLANTSTO REMAIN EXISTING LIGHT POLE (TYP.)2 1/2" CAL. / 15' O.C.(9) AMUR MAACKIA - 2 1/2" CAL. / 15' O.C.EXISTING SIDEWALKPOWER POLE (TYP.)EXISTING SIDEWALKPOWER POLE (TYP.)EXISTING TREES TO REMAIN(4) ARMSTRONG RED MAPLE (9) AMUR MAACKIA - 2 1/2" CAL. / 15' O.C.(13) BOBO HYDRANGEA3 GAL. / 3' O.C. (13) BOBO HYDRANGEA3 GAL. / 3' O.C. EXISTING JUNIPERS TO REMAIN(22) WARDI YEW3 GAL. / 4' O.C.(20) WARDI YEW3 GAL. / 4' O.C.(14) WARDI YEW3 GAL. / 4' O.C.(13) BOBO HYDRANGEA3 GAL. / 3' O.C. NOTE: EXISTING DECORATIVE STONE TO REMAIN. ADD STONE AS NEEDED.STONE TO REMAINADD STONE AS NEEDEDEXISTING LIGHT POLE (TYP.)EXISTING SIGNAGE(20) WARDI YEW3 GAL. / 4' O.C.(24) WARDI YEW3 GAL. / 4' O.C.(13) BOBO HYDRANGEA3 GAL. / 3' O.C. (39) WARDI YEW3 GAL. / 4' O.C.(20) DWARF HAMELN FOUNTAIN GRASS3 GAL. / 2' O.C. PLANT LIST - MICHIGAN ROAD PERIMETEREUROPEAN HORNBEAM 'FASTIGIATA'AMUR MAACKIA WARD'S YEW BOBO HYDRANGEAQUANTITYCOMMON NAMEBOTANICAL NAMESIZE2 1/2' CAL. B&BARMSTRONG MAPLE91812Acer rubrum 'Armstrong'Maackia amurensisCarpinus betulus 'Fastigiata'2 1/2' CAL. B&B2 1/2' CAL. B&BDWARF HAMELN FOUNTAIN GRASS3 GAL. - 18" HT.5213920Taxus x media 'Wardii'Hydrangea paniculata 'Ilvobo'Pennisetum alopecuroides 'Hemeln'W E S T 9 9 T H S T R E E T(8) ENGLISH OAK - 2 1/2" CAL. / 15' O.C.(4) GREEN VASE ZELKOVA - 2 1/2" CAL. EXISTING TREES TO REMAIN(4) GREEN VASE ZELKOVA - 2 1/2" CAL. (6) GREEN VASE ZELKOVA - 2 1/2" CAL. (4) GREEN VASE ZELKOVA - 2 1/2" CAL. (2) GREEN VASE ZELKOVA - 2 1/2" CAL. (2) GREEN VASE ZELKOVA - 2 1/2" CAL. (2) GREEN VASE ZELKOVA - 2 1/2" CAL. (1) GREEN VASE ZELKOVA - 2 1/2" CAL. PLANT LIST - PARKING LOT TREE REPLACEMENTSGREEN VASE ZELKOVA QUANTITYCOMMON NAMEBOTANICAL NAMESIZEENGLISH OAK3621Quercus robur 'Fastigiata'Zelkova serrata 'Green Vase'2 1/2' CAL. B&B2 1/2' CAL. B&B(2) GREENSPIRE LINDEN - 2 1/2" CAL. / 15' O.C.EXISTING TREES TO REMAINEXISTING TREES TO REMAINGREENSPIRE LINDEN2Tilia cordata 'Greenspire'2 1/2' CAL. B&B(5) ENGLISH OAK - 2 1/2" CAL. / 15' O.C.NOTE: ALL EXISTING ASH TREESTO BE REMOVED. CONTRACTORTO FIELD VERIFY TREES TO BEREMOVED AND BE REPLACED.(13) ENGLISH OAK - 2 1/2" CAL. / 15' O.C.EXISTING TREES TO REMAINEXISTING DECORATIVE (3) ENGLISH OAK - 2 1/2" CAL. / 15' O.C.EXISTING TREES TO REMAIN(7) ENGLISH OAK - 2 1/2" CAL. / 15' O.C.EXISTING TREES TO REMAINNOTE: ALL EXISTING ASH TREESTO BE REMOVED. CONTRACTORTO FIELD VERIFY TREES TO BEREMOVED AND BE REPLACED.EXISTING SHRUBS ALONG 99TH STREETAND PARKING LOT ISLANDS TO REMAIN.ANY DEAD SHRUBS TO BE REPLACE PERTHE S3 SHEET OF THE ORIGINALLANDSCAPE PLAN, DOCKET #131-00.EXISTING SHRUBS ALONG SOUTHPROPERTY LINE TO REMAIN. ANY DEADSHRUBS TO BE REPLACE.(1) ARMSTRONG RED MAPLE (2) ARMSTRONG RED MAPLE (1) ARMSTRONG RED MAPLE (1) ARMSTRONG RED MAPLE 3 GAL. - 18" HT.3 GAL. - 18" HT.2 1/2" CAL. / 15' O.C.2 1/2" CAL. / 15' O.C.(3) EUROPEAN HORNBEAM (3) EUROPEAN HORNBEAM (3) EUROPEAN HORNBEAM 2 1/2" CAL. / 15' O.C.(3) EUROPEAN HORNBEAM SHEET #:DRAWN BY:NORTHREVISIONSJOB #:PURCHASER OF THIS PLAN TO PERFORM THE THIS DRAWING SHALL NOT BE SCALED. MAJOR PROBLEMS IN ANOTHER AREA. AS EVEN MINOR CHANGES COULD LEAD TO CONTRACTOR SHOULD ATTEMPT MODIFICATIONS. ENGINEER, LANDSCAPE ARCHITECT OR CHANGES IN THIS PLAN. ONLY A QUALIFIEDCAUTION MUST BE EXERCISED IN MAKING ANYCONSTRUCTED.AREA WHERE THE ELEMENTS ARE TO BEALL LOCAL BUILDING AND ZONING CODES IN THE2.) CONTRACTOR MUST VERIFY COMPLIANCE WITHCONSTRUCTION.DIMENSIONS PRIOR TO PROCEEDING WITH1.) BUILDER OR CONTRACTOR MUST VERIFY ALLCONSTRUCTION.FOLLOWING BEFORE BEGINNING ACTUALTHIS PLAN. IT IS THE RESPONSIBILITY OF THEFOR ANY ELEMENTS CONSTRUCTED FROMNORTHWOODS LLC ASSUMES NO LIABILITYTHE CONSENT OF NORTHWOODS LLC.DUCED, PUBLISHED OR USED IN ANY WAY WITHOUTNORTHWOODS LLC AND SHALL NOT BE REPRO-AND SHALL REMAIN THE PROPERTY OF THIS DRAWING IS AN INSTRUMENT OF SERVICEDATE:SCALE:prepared for:Ryan PerdueLandscape ArchitectFISHERS, IN 46037317.576.0772Ryan.perdue@sbcglobal.net11987 CROSS COUNTRY CT.ArkenauLandscape & Lighting792 West 900 NorthFortville, Indiana 46040ArkenauLandscaping.comEd Arkenau317-370-5085LANDSCAPERENOVATION PLANED MARTIN BUICK GMC9896 N. MICHIGAN ROADCARMEL, INDIANAED MARTIN BUICK GMC9/1/21 1"=30'RP 1 OF 10' 15' 30' 60' 90'SCALE: 1"=30' www.dero.com | 1-888-337-6729 © 2016 Dero HOOP RACK FINISH OPTIONS MOUNT OPTIONS Galvanized SurfaceStainlessPVC Dip In-Ground Rail YOUR LOGO HERE Customize the Hoop Rack and brand your bike parking Thermoplastic Powder Coat Black Light Gray RAL 7042 Deep Red RAL 3003 Yellow RAL 1023 White Blue RAL 5005 Sky Blue RAL 5015 Hunter Green RAL 6005 CNH Bright Yellow Orange RAL 2004 Light Green RAL 6018 Green RAL 6016 Sepia Brown RAL 8014 Bronze Silver 9007 Dark Purple Flat Black Wine Red RAL 3005 Beige RAL 1001 Iron Gray 7011 Black Green Red GrayBlue Brown © 2016 Dero www.dero.com | 1-888-337-6729 In-ground Rail Surface 24" 35" 6" 1.9" CAPACITY 2 Bikes MATERIALS Standard 1.5” schedule 40 pipe (1.9” OD) Lightweight 1.5” schedule 10 pipe (1.9” OD) FINISHES Galvanized An after fabrication hot dipped galvanized finish is our standard option. 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