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Home My WebLink AboutNAPLETON KIA OF CARMEL-CIVIL-20190710CONSTRUCTION PLANS FOR 96TH STREET & RANDALL DRIVE NAPLETON KIA OF CARMEL INDIANAPOLIS, IN 46280 C001 TITLE SHEET PLOT DATE: 7/10/2019 5:11 PMPLOT SCALE: 1:2.5849 EDIT DATE: 6/28/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C001.TS.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONDP/ADLS DOCKET #19050013 09/21/20 BENCHMARK DATA EXISTING LEGEND PLOT DATE: 7/10/2019 5:11 PMPLOT SCALE: 1:1 EDIT DATE: 3/13/2018 EDITED BY: RBERGER DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C002.GN.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONGENERAL NOTES DEMOLITION NOTES SITE NOTES GRADING NOTES UTILITY NOTES EROSION CONTROL NOTES EXISTING TOPOGRAPHY NOTES C002 GENERAL NOTES 09/21/20 PLOT DATE: 7/10/2019 5:12 PMPLOT SCALE: 1:1 EDIT DATE: 3/13/2018 EDITED BY: RBERGER DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C003.SPECS.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC003 SPECIFICATIONS 09/21/20 PLOT DATE: 7/10/2019 5:12 PMPLOT SCALE: 1:1 EDIT DATE: 3/13/2018 EDITED BY: RBERGER DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C003.SPECS.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC004 CITY OF CARMEL SPECIFICATIONS 09/21/20 EXISTING LEGEND BENCHMARK DATA PLOT DATE: 7/10/2019 5:12 PMPLOT SCALE: 1:1 EDIT DATE: 3/14/2018 EDITED BY: RBERGER DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C100.XTP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC100 EXISTING TOPOGRAPHY PLAN LEGAL DESCRIPTION 09/21/20 BENCHMARK DATA EXISTING LEGEND PLOT DATE: 7/10/2019 5:12 PMPLOT SCALE: 1:1 EDIT DATE: 6/28/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C110.DP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC110 DEMOLITION PLAN DEMOLITION LEGEND KEYNOTES 09/21/20 EXISTING LEGEND PLOT DATE: 7/10/2019 5:12 PMPLOT SCALE: 1:1 EDIT DATE: 3/15/2018 EDITED BY: NHORGAN DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C200.ODP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APP R OV AL PENDIN G NOT FOR CONSTRUCTIONC200 OVERALL DEVELOPMENT PLAN 09/21/20 PLOT DATE: 7/10/2019 5:13 PMPLOT SCALE: 1:1 EDIT DATE: 7/2/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C201.SP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONEXISTING LEGEND C201 SITE PLAN KEYNOTES SITE LEGEND SITE DATA TABLE DETAIL ENLARGEMENT 09/21/20 BENCHMARK DATA EXISTING LEGEND PLOT DATE: 7/10/2019 5:13 PMPLOT SCALE: 1:1 EDIT DATE: 7/2/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C300.GP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONGRADING LEGEND C300 GRADING PLAN DETAIL ENLARGEMENT 09/21/20 PLOT DATE: 7/10/2019 5:14 PMPLOT SCALE: 1:1 EDIT DATE: 5/14/2019 EDITED BY: CPATTERSON DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C310.FRP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONBENCHMARK DATA EXISTING LEGEND FLOOD ROUTING LEGEND C310 FLOOD ROUTING PLAN 09/21/20 PLOT DATE: 7/10/2019 5:14 PMPLOT SCALE: 1:1 EDIT DATE: 7/9/2019 EDITED BY: PDOTTERY DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C400.UP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONST RUCTI ON BENCHMARK DATA EXISTING LEGEND C400 UTILITY PLAN KEYNOTES UTILITY LEGEND CARMEL WATER NOTES 09/21/20 BENCHMARK DATA EXISTING LEGEND PLOT DATE: 7/10/2019 5:14 PMPLOT SCALE: 1:1 EDIT DATE: 7/2/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C500.ECP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONST R UCTI ON C500 EROSION CONTROL PLAN EROSION CONTROL LEGEND 09/21/20 PLOT DATE: 7/10/2019 5:14 PMPLOT SCALE: 1:1 EDIT DATE: 7/2/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C510.SWPPP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC510 STORMWATER POLLUTION PREVENTION PLAN · · · · · · · · · · · 09/21/20 · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·PLOT DATE: 7/10/2019 5:14 PMPLOT SCALE: 1:1 EDIT DATE: 7/2/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C520.ECD.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC520 EROSION CONTROL DETAILS 09/21/20 · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·· ·· · · · · · · · · · · ·PLOT DATE: 7/10/2019 5:15 PMPLOT SCALE: 1:1 EDIT DATE: 7/2/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C520.ECD.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC521 EROSION CONTROL DETAILS 09/21/20 PLOT DATE: 7/10/2019 5:15 PMPLOT SCALE: 1:1 EDIT DATE: 6/28/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C600.SD.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC600 SITE DETAILS 09/21/20 PLOT DATE: 7/10/2019 5:15 PMPLOT SCALE: 1:1 EDIT DATE: 6/28/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C600.SD.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC601 SITE DETAILS 09/21/20 SHEET OF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC.REV DRW CHK DESCRIPTION01/19/16 JLM JLM UPDATESC-740STANDARD CROSS SECTION11/18/14 JLM1 1JLM70 INWOODROAD,SUITE3 | ROCKYHILL | CT | 06067860-529-8188 | 888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. NOTES: 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ² ³ 18" (450 mm) MIN* 8' (2.4 m) MAX SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-740 END CAP 6" (150 mm) MIN D C B A PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 12" (300 mm) TYP51" (1295 mm)6" (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). PART # STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm) 10.9" (277 mm)18.5" (470 mm) --- SC740EPE06B / SC740EPE06BPC --- 0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm) 12.2" (310 mm)16.5" (419 mm) --- SC740EPE08B / SC740EPE08BPC --- 0.6" (15 mm) SC740EPE10T / SC740EPE10TPC 10" (250 mm) 13.4" (340 mm)14.5" (368 mm) --- SC740EPE10B / SC740EPE10BPC --- 0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm) 14.7" (373 mm)12.5" (318 mm) --- SC740EPE12B / SC740EPE12BPC --- 1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm) 18.4" (467 mm)9.0" (229 mm) --- SC740EPE15B / SC740EPE15BPC --- 1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm) 19.7" (500 mm)5.0" (127 mm) --- SC740EPE18B / SC740EPE18BPC --- 1.6" (41 mm) SC740EPE24B* 24" (600 mm) 18.5" (470 mm) --- 0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³) MINIMUM INSTALLED STORAGE* 74.9 CUBIC FEET (2.12 m³) WEIGHT 75.0 lbs. (33.6 kg) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" SC-740 TECHNICAL SPECIFICATION NTS 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) BUILD ROW IN THIS DIRECTION START END A A C B 51.0" (1295 mm) 30.0" (762 mm) ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION PORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO 10" (250 mm) USE INSERTA TEE CONNECTION CENTERED ON A CHAMBER CREST CORRUGATION 45.9" (1166 mm)12.2" (310 mm) 29.3" (744 mm) UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS SHEET OF DATE: PROJECT #: DRAWN: CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC. REV DRW CHK DESCRIPTION01/19/16 JLM JLM UPDATEISOLATOR ROW DETAILSSC-74003/08/17 JLM1 1 70 INWOODROAD,SUITE3 | ROCKYHILL | CT | 06067860-529-8188 | 888-892-2694 | WWW.STORMTECH.COMDetention Retention Water Quality INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART #: SC740EPE24B TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE SC-740 CHAMBER SC-740 END CAP SC-740 ISOLATOR ROW DETAIL NTS OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SC-740 6" INSPECTION PORT DETAIL NTS SC-740 CHAMBER FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG6IP* SOLID COVER: 1299CGC* GRATE: 1299CGS 6" (150 mm) INSERTA TEE PART# 6P26FBSTIP* INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 6" (150 mm) SDR35 PIPE 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS PAVEMENT CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS CONCRETE COLLAR * THE PART# 2712AG6IPKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LID INSPECTION PORT INSTALLATION SC-740 CHAMBER FLEXSTORM CATCH IT PART# 6215NYFX WITH USE OF OPEN GRATE 15" (375 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2715AG10IP SOLID COVER: 1599CGC GRATE: 1599CGS 10" (250 mm) INSERTA TEE PART# 10P35STIP INSERTA TEE TO BE CENTERED ON CORRUGATION CREST SC-740 10" INSPECTION PORT DETAIL NTS 10" (250 mm) SDR35 PIPE 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS PAVEMENT CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS CONCRETE COLLAR PLOT DATE: 7/10/2019 5:15 PMPLOT SCALE: 1:1 EDIT DATE: 6/28/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C600.SD.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC602 SITE DETAILS 09/21/20 05481 US 31 SOUTH, CHARLEVOIX, MI 49720 (866) 222-8400 ext 3010 ● engineering@redi-rock.com www.redi-rock.com DRAWN BY: FILE:SHEET: DATE: TITLE: APPROVED BY: JRJ 06-22-2015 JRJ 1 of 1 Typical Combination Reinforced / Gravity Wall Section 3 Typical Combination Wall PC 062215.dwg TYPICAL COMBINATION REINFORCED/GRAVITY WALL WITH POSITIVE CONNECTION (PC) BLOCKS NO SCALE AASHTO NO. 57 STONE TO EXTEND AT LEAST 12" BEHIND WALL LEVELING PAD (AS SPECIFIED) PERFORATED DRAIN (L) (LENGTH OF GEOGRID STRIP - TYPICAL) 12" WIDE STRIP OF GEOGRID WRAPPED THROUGH BLOCK AND EXTENDING FULL LENGTH (L) BACK INTO REINFORCED FILL ZONE (TYPICAL) MOVE BLOCKS FORWARD DURING INSTALLATION TO ENGAGE SHEAR KNOBS (TYPICAL) 28" PC MIDDLE BLOCK (TYPICAL) · This drawing is for reference only. · Final designs for construction must be prepared by a registered Professional Engineer using the actual conditions of the proposed site. · Final wall design must address both internal and external drainage and shall be evaluated by the Professional Engineer who is responsible for the wall design. EXPOSED WALL NON-WOVEN GEOTEXTILE FABRIC (IF SPECIFIED) FILL SLOT AND WEDGE BETWEEN BLOCKS WITH STONE NON-WOVEN GEOTEXTILE REINFORCED SOIL 28" PC TOP BLOCK GRADE TO DRAIN SURFACE WATER AWAY FROM WALLSETBACK = 1 5 8" (5° Batter Angle On Wall) UTILITIES INSTALLED IN AREA ABOVE GEOGRID REINFORCEMENT RETAINED SOIL 41" PC MIDDLE BLOCK (TYPICAL) SELECT FILL TO EXTEND hgravity ≥ 8' MINIMUM (USE REINFORCED ZONE MATERIAL) BURY DEPTH PLOT DATE: 7/10/2019 5:15 PMPLOT SCALE: 1:1 EDIT DATE: 6/28/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C600.SD.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC603 SITE DETAILS 09/21/20 PLOT DATE: 7/10/2019 5:15 PMPLOT SCALE: 1:1 EDIT DATE: 6/28/2019 EDITED BY: JDABROWSKI DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C600.SD.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC604 SITE DETAILS 09/21/20 9 Dark Green Arborvitae 3 Black Hills Spruce 8 Medium Flowering Shrubs 15 Medium Evergreen Shrub 5 Large Shrubs 9 Small Shrubs 15 Groundcover 18 Medium Shrubs 11 Large Flowering Shrub 5 Large Shrubs 12 Medium Shrubs 26 Groundcover 15 Medium Evergreen Shrub 7 Dark Green Arborvitae 3 Black Hills Spruce 9 Dark Green Arborvitae 19 Groundcover TREES QTY BOTANICAL NAME / COMMON NAME COND. SIZE SPACING AM 3 Acer saccharum `Green Mountain` TM / Green Mountain Sugar Maple B & B 2.5" Cal. As shown AA 4 Amelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry B & B 1.5" Cal. As shown GS 14 Gleditsia triacanthos inermis `Shademaster` TM / Shademaster Locust B & B 2.5" Cal. As shown SHRUBS QTY BOTANICAL NAME / COMMON NAME COND. SIZE SPACING FG 18 Fothergilla gardenii / Dwarf Fothergilla CONT. 3 GAL; MIN HT. 18" 3` O.C. TD 119 Taxus x media `Densiformis` / Dense Yew CONT. 3 GAL; MIN HT. 18" 4` O.C. VC 151 Viburnum carlesii `Compactum` / Korean Spice Viburnum CONT. 3 GAL; MIN HT. 18" 4` O.C. GRASSES QTY BOTANICAL NAME / COMMON NAME COND. SIZE SPACING CK 106 Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass CONT. 1 Gal. 2` O.C. SHRUB AREAS QTY BOTANICAL NAME / COMMON NAME COND. SIZE SPACING SS 397 Schizachyrium scoparium / Little Bluestem Grass CONT. 4" Pot 18" O.C. PLANT SCHEDULE PLOT DATE: 7/10/2019 5:16 PMPLOT SCALE: 1:1 EDIT DATE: 6/27/2019 EDITED BY: ABLEICHER DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C700.LP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC700 LANDSCAPE PLAN 1. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES ASSOCIATED WITH WORK. UTILITIES SHALL BE REPAIRED TO SATISFACTION OF THE UTILITY OWNER AND/OR OPERATING AUTHORITY AT NO ADDITIONAL COST. 2. A MINIMUM OF 4" OF TOPSOIL (2 3 TOPSOIL, 1 3 MULCH AND SOIL CONDITIONER) SHALL BE PLACED ON ALL AREAS TO BE SEEDED, SODDED AND PLANTED. PLANTING SOIL MIX SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR DELETERIOUS MATERIALS LARGER THAN 1". REMOVE ANY UNSUITABLE AND EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISH ANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COST. ADDED TOPSOIL SHALL BE INCORPORATED INTO EXISTING SOIL. 3. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 4. ALL PLANTING BEDS SHALL HAVE A 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE-EMERGENT HERBICIDE APPLIED AS PER MANUFACTURER'S RECOMMENDATION, AFTER INSTALLATION IS COMPLETE. 5. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE. 6. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 7. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 2004 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 8. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY OWNER. 9. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 10. ALL DISTURBED LAWN AREAS SHALL BE HYDRO-SEEDED OR SODDED AS SHOWN PER THE LANDSCAPE AND EROSION CONTROL PLANS. 11. LAWN AND SOD AREAS ARE TO BE GRADED UNIFORMLY WITHOUT ANY UNDULATIONS OR IRREGULARITIES IN THE SURFACE PRIOR TO ANY HYDRO-SEED OR SOD WORK. 12. ALL LAWN IS TO BE A BLEND PER THE PLANT SCHEDULE. HYDRO-SEED AREAS ARE TO HAVE 0% NOXIOUS WEED AND FREE OF DISEASE. 13. PROTECT LAWN SEEDED AREAS WITH STRAW MULCH. SPREAD MULCH UNIFORMLY AT A MINIMUM RATE OF 2 TONS PER ACRE TO FORM A CONTINUOUS BLANKET 1 1 2 INCHES IN LOOSE THICKNESS OVER SEEDED AREAS. GENERAL NOTES: LANDSCAPE LEGEND DECIDUOUS TREE SPADE EDGE DECIDUOUS SHRUB EVERGREEN SHRUB DECIDUOUS ORNAMENTAL TREE Bufferyards Site is zoned B3, office/retail. It is adjacent to other office/retail sites. Perimeter Bufferyard A required. Perimeter Bufferyard A is 5' wide on front and side yards, 10' wide at rear yard. (3) shade or evergreen trees, (2) ornamentals, and (15) shrubs* per 100 LF. An evergreen tree can be used in lieu of (3) shrubs if desired. Perimeter Bufferyard North (275 LF) Required: (8) shade or evergreen trees, (5) ornamental trees, (41) shrubs Provided: (7) shrubs Note - property line and thus bufferyard runs through existing pavement and existing woods. Only a small section is available for shrub planting. Perimeter Bufferyard East (484 LF) Required: (14) shade or evergreen trees, (9) ornamental trees, (72) shrubs Provided: 0 Note - Proposed concrete wall and existing woods, which are to be preserved, to act as required bufferyard. Perimeter Bufferyard South (335 LF) Required: (10) shade or evergreen trees, (6) ornamental trees, (50) shrubs Provided: (40) shrubs Note - A utility easement runs along the west and central portions of the south bufferyard, no trees are permitted in a utility easement. The eastern portion of the south bufferyard has existing woods, which are to remain and serve as the buffer. Perimeter Bufferyard West (308 LF) Required: (9) shade or evergreen trees, (6) ornamental trees, (46) shrubs Provided: (3) shade trees, (101) shrubs Note - All but a 2' wide strip of the west bufferyard is located in a utility easement, no trees are permitted. Foundation Plantings Foundation plantings shall occur within planting beds at least 5' in width, with exceptions for appropriate approach Driveways, courtyards, plazas, and pedestrian access to building entrances. The primary landscaping materials used shall be shrubs, ornamental grasses and ground cover. Plantings shall cover 75% of the planting area. Shrubs cannot be spaced at more than 5' apart unless separated by impervious surface. 190.6 LF of foundation (exceptions including driveway, and pedestrian access) 190.6 x 5' width = 953 SF Required: 953 SF of planting area, 714 SF of planting area covered in plantings Provided: 879 SF of planting area, (106) ornamental grasses (=318 SF), (18) shrubs (=90 SF), and 373 SF perennials. 781 SF of planting area covered total. Note - Overall SF under 953 SF due to proposed bed width being less than 5' Parking Lot Perimeter (4) shade trees, (20) shrubs per 100 LF of parking lot perimeter. 1,514 LF of parking lot perimeter. Required: (60) shade trees, (302) shrubs Provided: (3) shade trees, (1) ornamental tree, (197) shrubs Note - Minimal planting possible due to utilities and available plant bed size, concrete wall and existing woods at east parking lot perimeter negate need for additional screening. Parking Lot Interior Minimum of (1) shade tree, (5) shrubs for every 10 parking spaces. Must be a shade tree within 66' of every parking space. 208 parking spaces. Required: (20) shade trees, (104) shrubs Provided: (14) shade trees, (104) shrubs Note - Utilities through parking lot islands restrict the number of trees that can be planted. Street Trees Not required. Property does not include the ROW and the area between the ROWs and property line is in an easement, where no trees are permitted to be planted. ORDINANCE NOTES: TREE PRESERVATON AREA ORNAMENTAL GRASS 09/21/20 4"12" CULTIVATED SOIL UNDISTURBED SOIL NOTE: BREAK THROUGH ANY EXISTING "HARD-PAN" AND REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE. 12" U.N.O. SLOPE 3" HARDWOOD MULCH LAYER GROUNDCOVER (PER PLAN) PLANTING SOIL MIX SPADE EDGE PLANTING PROCEDURE 1. LAYOUT BED AND OUTLINE WITH SPADE EDGE. PLACE SOIL FROM SPADE EDGE WITHIN BED. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 4" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL PLANTING SOIL MIX INTO TOP OF BED. 3. INSTALL PLANTS, MULCH AND WATER THOROUGHLY. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. FINISH GRADE ROW SPACING (SEE GENERAL NOTES) MULCH PER PLAN (SEE GENERAL NOTES) 2 1 VERTICAL EDGE 4"3" NOTE: SPADE EDGE SHALL CREATE A CLEAN SEPARATION BETWEEN AREAS; AND SHALL CREATE SMOOTH & EVEN LINES (AS INDICATED ON THE PLANS) NOTE: SPADE EDGE DETAIL SHALL BE USED AT ALL LAWN EDGES & AT EDGES OF MULCHED AREAS (FOR CONTAINMENT) LAWN AREA PLANTING OR MULCHED AREA EXISTING GRADE OR GRADE OF PLANTING AREA PLOT DATE: 7/10/2019 5:16 PMPLOT SCALE: 1:1 EDIT DATE: 6/27/2019 EDITED BY: ABLEICHER DRAWING FILE: p:\2018\00053\d. drawings\Civil\construction documents\2018.00053.CE.C700.LP.dwg7260 Shadeland Station | Indianapolis, Indiana 46256 TEL 317.547.5580 | FAX 317.543.0270 www.structurepoint.com Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 07/09/2019 ADLS/DP 2018.00053 NAPLETON KIA OF CARMEL 96th Street & Randall Drive Indianapolis, IN 46280 APPROVAL PENDINGNOT FOR CONSTRUCTIONC710 LANDSCAPE DETAILS SPADE EDGE DETAIL 05 C710 SCALE: NTS SHRUB PLANTING DETAIL02 C710 SCALE: NTS TREE PLANTING DETAILS01 C710 SCALE: NTS PERENNIAL PLANTING DETAIL04 C710 SCALE: NTS TREE PRESERVATION DETAIL 03 C710 SCALE: NTS 09/21/20