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Home My WebLink AboutPacket for COM 08-01-23Pearson Ford – EV Chargers 10650 N. Michigan Road Docket Number: PZ-2023-00097 ADLS Amend ADLS Amendment Carmel, Indiana Carmel Plan Commission, Commercial Committee Tuesday, August 1, 2023 Applicant: John Pearson Pearson Ford, Inc. Attorney Contact: J. Murray Clark, Partner Mark R. Leach, Land Use Planner Faegre Drinker Biddle & Reath LLP 600 E. 96th Street, Suite 600 Indianapolis, IN 46240 Phone: (317) 569-9600 P. 1 1. Project Description Page 3 2. Location and Zoning Maps Page 4 3. Current Conditions Page 7 4. Site/Development Plans Page 8 5. Barth Electric Plans Page 10 6. EV Charger Information Page 12 7. Landscaping Information Page 15 8. ADA Parking Location Page 20 P. 2 Index 1. Project Description As a Ford dealer, we are always trying to be on the forefront of the auto industry and market changes. Ford Motor Company announced in September 2022 that if dealers wanted to participate in selling electric vehicles (EV), they would need to make some substantial investments. Those investments meant Pearson Ford would need to add multiple Level 3 chargers, Level 2 chargers, 240v outlets and service equipment; on top of ongoing investments in sales and service training. Only about half of Ford dealers across the country are making this investment. Unlike other EV charger projects, Pearson Ford is not asking for any financial assistance. Other than a couple of public facing Level 2 chargers, Pearson Ford’s chargers would be the only public facing chargers on Michigan Road. Our chargers will allow residents to charge their vehicles 24/7, and by placing them at our main entrance, it will allow for more visibility and hopefully help with range anxiety. EV’s are the future, and this project will give residents access to much needed charging infrastructure. P. 3 2. Location and Zoning Maps P. 4 RED D R D W 10 6 TH S T Lot 2 SUN MUNDY ONE TWO THREE MICH IGA NLocation Map Parcels City Boundary 0 0.04 0.080.02 mi 0 0.07 0.130.03 km 1:2,400 2. Location and Zoning Maps P. 5 RED D R D W 10 6 TH S T Lot 2 SUN MUNDY ONE TWO THREE MICH IGA NZoning Map Parcels Overlays US 421 Corridor Overlay Zoning B-2 B-3 I-1 S-1 City Boundary 0 0.04 0.080.02 mi 0 0.07 0.130.03 km 1:2,400 2. Location and Zoning Maps P. 6 Aerial Location Map Aerial Location Map County Boundary County Boundary Labels Minor Roads Major Roads Interstates & US Highways Subdivisions Parcels April 18, 2023 0 0.04 0.080.02 mi 0 0.07 0.130.03 km 1:2,400 General Location of EV Chargers 3. Current Conditions P. 7 Photographs of Current Conditions 4. Site/Development Plans P. 8 Dimensioned Plan G G G G EEEEE EE EEEEEG G G G G G G G G G GGGGGT(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)GGFMFMFMFMFMFMFMFMFMFMFMFMFMFMSAN SAN SAN SAN 1199 1183 1152 1291 1595 1004 1005 1006 101012571349 1125 1043 1051 1551 OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU EXISTING GROUND SIGN EE STORM SEWER DATA SANITARY SEWER DATA GENERAL GRADING NOTES 1.CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. 2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGSAND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE GEOTECHNICAL REPORT. 4.AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OFANY POCKETS OF UNSUITABLE MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLEMATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BYTHE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE. 5.TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 6.WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE FOR RECOMMENDATIONS. 7.FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTHSHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIALSHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILLMATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS ANDFUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELDCOMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BEIN ACCORDANCE WITH INDOT SECTION 211. 8.MAXIMUM LAWN SLOPE IS 3:1. 9.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 10.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 12.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 13.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 14.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 15.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 16.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS ORSHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THEREQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 17.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR ANDCORRECT ANY PONDING CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT ANDCORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER OR ENGINEER. 18.ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. 19.VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. 20.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS. 21.ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN. 22.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENTAGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0207GPANEL 207 OF 300, DATED NOVEMBER 19, 2014. 23.THE PROPOSED STORM SEWER ON THIS SITE SHALL BE PRIVATE. BENCHMARK DATA SOURCE BENCHMARK:NATIONAL GEODETIC SURVEY MONUMENT: PID KA2086ABOUT0.2 EAST ALONG 121ST STREET FROM ITS JUNCTIONWITHSR421(AKA MICHIGAN ROAD),AT THE INTERSECTIONWITHDAUGHERTYDRIVE,IN THE NORTHEAST CORNER OFTHEINTERSECTION.A STANDARD DISK,STAMPED BOO 541989,SET IN THE TOP OF A CONCRETE POST LEVEL WITHTHE GROUND.ELEV = 900.76 (NAVD 88) TBM-1: CUT "X"IN SOUTH BONNET NUT OF FIRE HYDRANT, LOCATED 188 FEET NORTH OF 106TH STREET AND 27 FEET WEST OF THE CENTER OF NOTTINGHAM WAY. ELEV = 897.71 (NAVD 88) C301w170371-C300 gradELECTRICAL RISER GUY ANCHOR STREET LIGHT ELECTRIC MANHOLE UTILITY POLE TRANSFORMER RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINEFIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER TRAFFIC SIGNAL BOLLARD SIGN DOWN SPOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE LIFT STATION GRADING PLAN LEGEND UTILITIES ABBREVIATIONSOTHER LINE TYPES FLOW LINE INDEX CONTOUR STORM SEWER MAIN UNDERGROUND GAS AERIAL ELECTRIC OVERHEAD UTILITY FORCE MAIN G G G W W E(A)E(A) E E E C C C C(A)C(A) OHU OHU FM FM FO(A)FO(A) FO FO SAN SAN ROOF DRAINSTMSTM SUB SURFACE DRAIN GRADE BREAK LINE OVERALL DRAINAGE PLAND D LIMITS OF DISTURBANCE REVISIONS AND ISSUESPart of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, IndianaW17.0371PREPARED FOR:10650 N. MICHIGAN ROAD, CARMEL, IN 46077PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W17.0371DATEBY05.02.2018SSRDATE:RLWKnow what's R APPROVAL PENDINGNOT FOR CONSTRUCTIONPEARSON FORD PARKING EXPANSIONSUBMITTED FOR TAC REVIEW01.19.2018RLWSTEVEN SCOTT RUCKER P.E. 11300279WEIHELandscape ArchitectureSUBMITTED FOR FURTHER REVIEW01.19.2018RLWSUBMITTED FOR ENGINEERING REVIEW03.29.2018RLWSUBMITTED FOR ENGINEERING REVIEW04.13.2018RLWSUBMITTED FOR ENGINEERING REVIEW04.25.2018RLWSUBMITTED FOR ENGINEERING REVIEW & BIDDING05.02.2018RLWW S N E General Location of EV Chargers 4. Site/Development Plans P. 9 Three (3)Three (3) Level 3 chargersLevel 3 chargers Six (6)Six (6) Level 2 chargersLevel 2 chargers (two per pedestal)(two per pedestal) N. Michi g a n R d ( U S 4 2 1) EV Charger Location Exhibit Note: The chargers are placed on concrete pads. One pad per two parking spaces. Aerial Location Map County Boundary County Boundary Labels Minor Roads Major Roads Interstates & US Highways Subdivisions Parcels April 18, 2023 0 0.04 0.080.02 mi 0 0.07 0.130.03 km 1:2,400 5. Barth Electric Plans P. 10 5. Barth Electric Plans P. 11 6. EV Charger Information P. 12 Single pedestal Back-to-back pedestal Back-to-back with cable management system Dual side-to-side cable management system EC-EV10 Wall-mounted Features • Stylish durable design • Switchable from 16A to 48A • OCPP 1.6J level software compatible • 4G cellular / Wi-Fi / LAN standard ethernet • IK08 & Type3 for indoor and outdoor use • SAEJ1772 charging plug - 18ft cable (optional 25ft) • Realtime-Status LED indicator • RFID Access Card Reader • Clear LCD 4.3” screen • Top quality PC, Anti-UV, Automotive coating • Emergency stop optional Electron Charger provides electric vehicle charging stations, mounting hardware, cable management systems, and software controls, as well as network communication options for your site of EV chargers. Electron Charger is here to provide solutions for your EV Charger installations. Electron Charger delivers fast and reliable charging, and is plug compatible (J772) for electric vehicles. Convenient, Reliable and Customer Centric EV CHARGERS FOR LEVEL-2 AC Software compatible with multiple Network Billing Providers Electron Charger, LLC (Corporate) 71 Mid Cape Terrace Cape Coral, FL 33991 1-239-790-3300 (Engineering | Sales | Support) Electron Charger, LLC (Midwest) 5225 Exploration Dr. Indianapolis, IN, 46241 1-317-999-5561 (Sales | Installations) www.ElectronCharger.com 1-239-790-3300 | sales@electroncharger.com Level 2 AC EV Charger Model No. Protection & Standard Environmental Dimensions & Weights Pedestal Function EC-EV10/16AC EC-EV10/32AC EC-EV10/40AC EC-EV10/48AC Input Voltage Frequency Amperage Max. Power Output 208–240Vac 50-60Hz 16A 32A 40A 48A 3.8kW 7.6kW 9.6kW 11.5kW User Authentication Network Connectivity RFID (ISO 14443) LAN Standard (4G or Wi-Fi Optional with Surcharge) OCPP 1.6 J ETL & FCC SAE J1772 Compliant, Type 1 Plug Indoor/ Outdoor Relative Humidity Cable Length UL2594, UL2231-1/-2 Operating Temperature UVP, OVP, RCD (CCID 20), SPD, Ground Fault Protection OCP, OTP, Control Pilot Fault Protection Certificate Charging Interface Safety Compliance Multiple Protection -22 F to 122 F IK08, Type 3 enclosure Up to 95% non-condensing 18ft Standard (25ft Optional with Surcharge) Product Dimensions Package Dimensions Net Weight Gross Weight 13.8”x 9.8” x 5.1” 19.6” x 13.7”x 10.7” 13.8lbs 16.1lbs EC-PED-SINGLE EC-PED-BTB EC-PED-BTB-CM EC-PED-STS-CM Dimensions Net Weight Gross Weight Product Material 10.6” x 6.1”x 54.9”10.6” x 6.1”x 54.9”15.7” x 8.7”x 78.2”28.0” x 8.7”x 78.2” 28.7lbs 28.7lbs 97lbs 118lbs 37.5lbs 37.5lbs 113lbs 140lbs Powder Coated Steel www.electroncharger.com Level 2 AC EV Chargers Details Note: The Level 2 chargers will actually be more powerful than the below specifications, per Ford’s standards. Electron Charger manufactures Ford’s chargers, so it will look exactly like the EC-EV10/48AC. Six (6)Six (6) Level 2 chargersLevel 2 chargers (two per pedestal)(two per pedestal) Commercial Level-2 EV ChargersEC - EV10 CERTIFICATIONS • ETL & FCC • Output Interface: SAE J1772 compliant, Type 1 Plug • Safety Compliance: UL2594, UL2231-1/-2 • Input Protection: UVP|OVP|RCD (CCID 20)|SPD|Ground Fault Protection|OCP|OTP|Control Pilot Fault Protection Pedestal EC-PED-SINGLE EC-PED-BTB EC-PED-BTB-CM EC-PED-STS-CM Dimensions Product Material Net Weight 10.6” x 6.1”x 54.9”10.6” x 6.1”x 54.9”15.7” x 8.7”x 78.2”28.0” x 8.7”x 78.2” Powder Coated Steel 28.7lbs 28.7lbs 97lbs 118lbs Charger can be wall-mounted or pedestal stand mounted. www.electroncharger.com EV-Charger pedestal mounting SINGLE EV-Charger pedestal mountingBACK-TO-BACK DOUBLE Back-to-back pedestal mounting with cable management system Dual side-to-side mounting with cable management system Commercial Level-2 EV ChargersEC - EV10 CERTIFICATIONS • ETL & FCC • Output Interface: SAE J1772 compliant, Type 1 Plug • Safety Compliance: UL2594, UL2231-1/-2 • Input Protection: UVP|OVP|RCD (CCID 20)|SPD|Ground Fault Protection|OCP|OTP|Control Pilot Fault Protection Pedestal EC-PED-SINGLE EC-PED-BTB EC-PED-BTB-CM EC-PED-STS-CM Dimensions Product Material Net Weight 10.6” x 6.1”x 54.9”10.6” x 6.1”x 54.9”15.7” x 8.7”x 78.2”28.0” x 8.7”x 78.2” Powder Coated Steel 28.7lbs 28.7lbs 97lbs 118lbs Charger can be wall-mounted or pedestal stand mounted. www.electroncharger.com EV-Charger pedestal mounting SINGLE EV-Charger pedestal mountingBACK-TO-BACK DOUBLE Back-to-back pedestal mounting with cable management system Dual side-to-side mounting with cable management system Commercial Level-2 EV ChargersEC - EV10 CERTIFICATIONS • ETL & FCC • Output Interface: SAE J1772 compliant, Type 1 Plug • Safety Compliance: UL2594, UL2231-1/-2 • Input Protection: UVP|OVP|RCD (CCID 20)|SPD|Ground Fault Protection|OCP|OTP|Control Pilot Fault Protection Pedestal EC-PED-SINGLE EC-PED-BTB EC-PED-BTB-CM EC-PED-STS-CM Dimensions Product Material Net Weight 10.6” x 6.1”x 54.9”10.6” x 6.1”x 54.9”15.7” x 8.7”x 78.2”28.0” x 8.7”x 78.2” Powder Coated Steel 28.7lbs 28.7lbs 97lbs 118lbs Charger can be wall-mounted or pedestal stand mounted. www.electroncharger.com EV-Charger pedestal mounting SINGLE EV-Charger pedestal mountingBACK-TO-BACK DOUBLE Back-to-back pedestal mounting with cable management system Dual side-to-side mounting with cable management system 6. EV Charger Information P. 13 Level 3 DC EV Chargers DCFC (Direct-Current Fast Charger) Details Specifications: Max Power [kW]240kW Output Voltage Range [V] 150-1000Vdc Max Continuous Current CCS [A] 300A / Connector DC Connector 2x CCS-1 Frequency [Hz]60 Power Supply 480Vac (3ph+N+PE) 252kVA Cable Length 20 ft Connector Configurations 2x 120kW simultaneously or 1x 240 kW sequentially Degree of Protection NEMA 3R I IP54 I IK10 (IK08 for ventilation grilles) Relative Humidity From 4% to 95% Operation Temp.From -30°F to 122° F Warranty[1]Limited 5yr User Interface 10" Touchscreen Dimensions (WxDxH) [ft] 2.19 X 3.12 X 6.56 Certification & Compliance UL 2202; NEC 625; FCC Part 15 Class A Payment Capability Credit Card reader + BlueOval Charge Network Connectivity Cellular (Pre- Configured / Primary) W i-Fi / Ethernet (Available) OCPP 1.6J + Three (3)Three (3) Level 3 chargersLevel 3 chargers 6. EV Charger Information P. 14 Software Control For electric vehicle (EV) chargers to be effective, they require software that enables drivers to use phone apps for charging, while hosts/owners use back-office control software for billing and scheduling of the chargers. Electron Charger provides a fully integrated system where the phone app, back-office software and charger hardware all work together perfectly. EV charging for commercial and communities www.ElectronCharger.com EV CHARGER Managing EV charging can be made simple, and Electron Charger’s software provides the site operator with control over unique management plans. View power usage and individual charger usage in real-time and use the enhanced system reporting to help you optimize your revenue. Complete back-office control allows the operator the ability to create revenue plans for each different situation, such as billing by kilowatt hour, or billing for the parking space. You have direct control over each charger and you can set up groups per location or per company. Easily Manage and Control Your Charging Stations Who We Serve Commercial Fleet Charging Multi-Unit Dwelling Parking Garage Operators Public Shopping Parking Schools and Universities Hospital and Medical Hospitality City and County Fleets sales@electroncharger.com Electron Charger, LLC (Corporate) 71 Mid Cape Terrace Cape Coral, FL 33991 1-239-790-3300 (Engineering | Sales | Support) Electron Charger, LLC (Midwest) 5225 Exploration Dr. Indianapolis, IN, 46241 1-317-289-0084 (Sales | Installations) • Real-time analytics and monthly reporting • Set pricing by time, energy, or a mix of both • Track charger status and operating metrics • Easily cash out revenue with Direct Deposit • Manage multiple user groups and access them in one place • Save money with load management, by using demand level control • Easy to use mobile phone application with instant access to charging network • Get real-time analytics and notifications of charging activity • Flexible authentication and payment methods • Receive direct payment receipts • On-demand technical support • RFID or phone application for frequent use cases Management Benefits User Benefits Electron Charger helps you maximize your investment by getting the highest client utilization from your chargers. CHARGER USAGE OPTIMIZATION 1-239-790-3300 | sales@electroncharger.comwww.ElectronCharger.com 7. Landscaping Information P. 15 Installation Plans: We will edge, mulch, remove dead shrubs and replant new shrubs. We will plant the new shrubs (Cotoneaster Horizontalis / Rockspray) back about 3 feet giving room for charging stations. We will mulch the entire area from the replaced shrubs to in between all charging stations - making for easy maintenance. We will plant Hicks Yew bushes around the 1000KBA and prune as square or round hedges. Even though the mature height for the yews are 6’ to 8’, we will keep them pruned to only get high enough to cover 1000KBA. Around the 150KVA we will plant Totem Pole Switch Grass. 7. Landscaping Information P. 16 Cotoneaster Horizontalis Totem Pole Switch Grass Hicks Yew 7. Landscaping Information P. 17 7. Landscaping Information P. 18 7. Landscaping Information P. 19 8. ADA Parking Location P. 20 Aerial Location Map County Boundary County Boundary Labels Minor Roads Major Roads Interstates & US Highways Subdivisions Parcels April 18, 2023 0 0.04 0.080.02 mi 0 0.07 0.130.03 km 1:2,400 General Location of Future ADA EV Charger Space 8. ADA Parking Location P. 21 G G G G EEEEE EE EEEEE G G G G G G G G G G GGGGGT(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)GGFMFMFMFMFMFMFMFMFMFMFMFMFMFMSAN SAN SAN SAN 1199 1183 1152 1291 1595 1004 1005 1006 101012571349 1125 1043 1051 1551 OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU EXISTINGGROUND SIGN EE STORM SEWER DATA SANITARY SEWER DATA GENERAL GRADING NOTES 1.CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. 2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASICMATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THEREQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE GEOTECHNICAL REPORT. 4.AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OFANY POCKETS OF UNSUITABLE MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLEMATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE. 5.TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 6.WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGEAND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO GEOTECHNICAL REPORT AND/OR CONSULTWITH OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE FOR RECOMMENDATIONS. 7.FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS ANDFUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELDCOMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BEIN ACCORDANCE WITH INDOT SECTION 211. 8.MAXIMUM LAWN SLOPE IS 3:1. 9.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BYOBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOTGUARANTEED. 10.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THECONTRACTOR. 11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 12.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 13.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 14.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITHGRANULAR MATERIAL. 15.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 16.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 17.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR ANDCORRECT ANY PONDING CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT ANDCORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER OR ENGINEER. 18.ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. 19.VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN VERTICAL CHANGES INDIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. 20.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THEPIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS. 21.ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN. 22.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENTAGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0207GPANEL 207 OF 300, DATED NOVEMBER 19, 2014. 23.THE PROPOSED STORM SEWER ON THIS SITE SHALL BE PRIVATE. BENCHMARK DATA SOURCE BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT: PID KA2086 ABOUT 0.2 EAST ALONG 121ST STREET FROM ITS JUNCTION WITH SR 421 (AKA MICHIGAN ROAD),AT THE INTERSECTIONWITHDAUGHERTYDRIVE,IN THE NORTHEAST CORNER OFTHEINTERSECTION.A STANDARD DISK,STAMPED BOO 54 1989,SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.ELEV = 900.76 (NAVD 88) TBM-1: CUT "X"IN SOUTH BONNET NUT OF FIRE HYDRANT,LOCATED 188 FEET NORTH OF 106TH STREET AND 27 FEETWEST OF THE CENTER OF NOTTINGHAM WAY. ELEV = 897.71 (NAVD 88) C301w170371-C300 gradELECTRICAL RISER GUY ANCHOR STREET LIGHT ELECTRIC MANHOLE UTILITY POLE TRANSFORMER RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINEFIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER TRAFFIC SIGNAL BOLLARD SIGN DOWN SPOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE LIFT STATION GRADING PLAN LEGEND UTILITIES ABBREVIATIONSOTHER LINE TYPES FLOW LINE INDEX CONTOUR STORM SEWER MAIN UNDERGROUND GAS AERIAL ELECTRIC OVERHEAD UTILITY FORCE MAIN G G G W W E(A)E(A) E E E C C C C(A)C(A) OHU OHU FM FM FO(A)FO(A) FO FO SAN SAN ROOF DRAINSTMSTM SUB SURFACE DRAIN GRADE BREAK LINE OVERALL DRAINAGE PLAND D LIMITS OF DISTURBANCE REVISIONS AND ISSUESPart of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, IndianaW17.0371PREPARED FOR:10650 N. MICHIGAN ROAD, CARMEL, IN 46077PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W17.0371DATEBY05.02.2018SSRDATE:RLWKnow what's R APPROVAL PENDINGNOT FOR CONSTRUCTIONPEARSON FORD PARKING EXPANSIONSUBMITTED FOR TAC REVIEW01.19.2018RLWSTEVEN SCOTT RUCKER P.E. 11300279WEIHELandscape ArchitectureSUBMITTED FOR FURTHER REVIEW01.19.2018RLWSUBMITTED FOR ENGINEERING REVIEW03.29.2018RLWSUBMITTED FOR ENGINEERING REVIEW04.13.2018RLWSUBMITTED FOR ENGINEERING REVIEW04.25.2018RLWSUBMITTED FOR ENGINEERING REVIEW & BIDDING05.02.2018RLWW S N E General Location of Future ADA EV Charger Space 8. ADA Parking Location P. 22