Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Construction Plans 12-16-20
146th STREET SITE REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC100 Title SheetN Developer:Project Map Area MapSheet Index Rolling HillsTownhomes Construction Plans Section 24 - T18N - R3E Clay Townshitp, Hamilton County Carmel, Indiana N.T.S. Engineer: N 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209317-669-6209 12965 Old Meridian Street Contact: Roger Foster Email: RogerFoster@estridge.net Carmel, IN 46032 ECL Development, LLC 3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.com ENGINEERING & CONSULTING Contact: Jerry Kittle jkittle@innovativeeci.com Know what'sCallbelow.before you dig. REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC101 Existing Conditions / Demolition PlanKnow what'sCallbelow.before you dig. GRAPHIC SCALE N 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209GENERAL NOTES LEGEND: REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC102 Site PlanKnow what'sCallbelow.before you dig. GRAPHIC SCALE N 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209GENERAL NOTES LEGEND EX 5 2 3 4 1 EX 101 102 103 108 107 110 111 104 106 112 113 105 103a 114 115 109 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC103 Grading PlanKnow what'sCallbelow.before you dig. GRAPHIC SCALE N 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209GENERAL NOTES LEGEND 101 1 EX 5 2 3 4 1 EX 101 102 103 108 107 110 111 104 106 112 113 105 103a 114 115 109 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC104 Utility PlanKnow what'sCallbelow.before you dig. GRAPHIC SCALE N 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209LEGEND 109 1 EX 101 102 103 108 107 110 111 104 106 112 113 105 103a 114 115 109 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC105 Erosion Control PlanKnow what'sCallbelow.before you dig. GRAPHIC SCALE N 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209101 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGÔ Ô 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209C106Erosion Control Details & Specifications R R REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGA5 LEGAL DESCRIPTION OF PROJECT SITE A3 NATURE AND PURPOSE OF PROJECT A6 LOTS AND PROPOSED SITE IMPROVEMENTS A4 PROJECT SITE VICINITY MAP A2 11"X17" PLAT OF BUILDING LOT NUMBERS/BOUNDARIES AND ROADS A1 INDEX SHOWING LOCATIONS OF REQUIRED PLAN ELEMENTS A12 POTENTIAL DISCHARGES TO GROUND WATER A8 STATE OR FEDERAL WATER QUALITY PERMITS A13 FLOOD PLAINS, FLOOD WAY AND FLOOD WAY FRINGES A7 HYDROLOGIC UNIT CODE (14 DIGIT) A9 POINTS OF STORM WATER DISCHARGE FROM SITE A10 ADJACENT WETLANDS, LAKES AND WATER COURSES A11 RECEIVING WATERS ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (Section A) WASTE UNUSED BUILDING MATERIALS CONCRETE (MASONRY) WASHOUT FERTILIZERS/PESTICIDES/DETERGENTS B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES (CONTINUED FROM PREVIOUS COLUMN) B2 SEQUENCE OF EROSION CONTROL MEASURES IMPLEMENTATION (SEE NOTED SEQUENCES ON EROSION CONTROL PLAN SHEET) B11 TEMPORARY SURFACE STABILIZATION METHODS · · · · · · · · · ASSESSMENT OF STORM WATER POLLUTION PREVENTION PLAN CONSTRUCTION COMPONENT (SECTION B) STORM WATER POLLUTION PREVENTION PLAN POST CONSTRUCTION COMPONENT (SECTION C) BIOLOGICAL SOLID WASTE ADHESIVES AEROSOL SPRAY PRODUCTS PAINTS, THINNERS AND SOLVENTS BATTERIES REGULATED PCB MATERIAL MOTOR OIL ANTIFREEZE FUEL BRAKE FLUIDS HYDRAULIC RUBBLE-ASPHALT/CONCRETE LAND CLEARING DEBRIS A14 PRE-CONSTRUCTION/POST-CONSTRUCTION PEAK DISCHARGE A22 SITE TOPOGRAPHY A19 PROPOSED STORM WATER SYSTEMS A17 EXISTING VEGETATIVE COVER A21 PROPOSED SOIL STOCKPILES A20 OFF-SITE CONSTRUCTION ACTIVITIES A18 SOILS MAP AND SOIL DESCRIPTIONS A16 CONSTRUCTION LIMITS A15 ADJACENT LAND USE A23 FINAL SITE TOPOGRAPHY B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES · · · · · · · · · · · · · · · · · · · · B3 STABLE CONSTRUCTION ENTRANCE LOCATION AND SPECIFICATION B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS B5 CONTROL MEASURES FOR CONCENTRATED FLOW AREAS B6 INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS B7 RUNOFF CONTROL MEASURES B8 STORM WATER OUTLET PROTECTION SPECIFICATIONS B9 GRADE STABILIZATION STRUCTURES B10 CONSTRUCTION DETAILS FOR STORM WATER MEASURES B12 PERMANENT SURFACE STABILIZATION METHODS · · · · B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN B14 MONITORING AND MAINTENANCE GUIDELINES B15 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209C1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE. C5 MAINTENANCE GUIDELINES FOR STORM WATER MEASURES C2 SEQUENCE DESCRIBING STORM WATER QUALITY MEASURE IMPLEMENTATION C3 DESCRIPTION OF PROPOSED POST CONSTRUCTION STORM WATER QUALITY MEASURE. C4 CONSTRUCTION DETAILS AND SPECIFICATIONS C107SWPPP EX 5 2 3 4 1 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC401 Sanitary Sewer Plan & ProfileKnow what'sCallbelow.before you dig. GRAPHIC SCALE N 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209 EX 101 102 103 111 112 113 103a REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC601 Storm Sewer Plan & ProfileKnow what'sCallbelow.before you dig. N 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209 108 107 110 111 104 106 105 114 115 109 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC602 Storm Sewer Plan & ProfileKnow what'sCallbelow.before you dig. N 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC801 General Site Details19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC802 Sanitary Sewer Standard Details19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC803 Storm Sewer Standard Details19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209PART #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) SHEET OFDATE: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.REVDRWCHKDESCRIPTIONSC-740STANDARD CROSS SECTION11/18/14JLM1 1JLM70 INWOOD ROAD, SUITE 3 | ROCKY HILL | 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). SHEET OFDATE: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.REVDRWCHKDESCRIPTIONISOLATOR ROW DETAILSSC-74003/08/17JLM1 170 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityINSPECTION & 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 DEPTH OF STONE 6" 850.60 850.10 853.10 853.60 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC804 Water Standard Details19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC901 Standard Specifications19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-620919122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC902 Standard Specifications19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209 REVISIONS:3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.comENGINEERING & CONSULTINGC903 Standard Specifications19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209“ ” · “ ” ” 19122Rolling HillsTownhomesCarmel, IndianaECL Development, LLC12965 Old Meridian StreetCarmel, IN 46032317-669-6209 ROLLING HILL DRIVE146th STREET GRAPHIC SCALE N 3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.com ENGINEERING & CONSULTING PAGE 2 of 2PAGE 1 of 2IECI JOB #19122 19122 P1 PLAN COMMISSION CERTIFICATION SURVEYOR CERTIFICATION DEDICATION OF ROLLING MEADOWS ADDITION, REPLAT OF LOTS 1, 2, & 3 BOARD OF PUBLIC WORKS AND SAFETY CERTIFICATE ROYEVRSDN A L U II , R E TSO.ASEMAJ F INDIAN DERETSIGE ARNo. STATE OF LS 20500003 3961 Perry Boulevard Whitestown, IN 46075Ph. 317-769-2916 www.innovativeeci.com ENGINEERING & CONSULTING IECI JOB #19122 LAND DESCRIPTION SECONDARY PLAT PART OF SECTION 24-T18N-R3ECLAY TOWNSHIP,HAMILTON COUNTYCARMEL, INDIANA ROLLING MEADOWS ADDTIONREPLAT of LOTS 1, 2 & 3 LEGEND SECONDARY PLAT PART OF SECTION 24-T18N-R3ECLAY TOWNSHIP,HAMILTON COUNTYCARMEL, INDIANA ROLLING MEADOWS ADDTIONREPLAT of LOTS 1, 2 & 3 OWNER:ECL DEVELOPMENT LLC12965 OLD MERIDIAN STREETCARMEL, IN 46032 OWNER:ECL DEVELOPMENT LLC12965 OLD MERIDIAN STREETCARMEL, IN 46032 R O L L I N G H I L L D R I V E 146th STREET15' WATER & SEWER ESMT.5' UTILITY STRIP5' UTILITY STRIP5' B.L.15' B . L . 10' UTILITY STRIPMONON TRAIL BEACON BLVD. 15' B.L.5' B.L.15' B.L.10' B.L.UNIT AUNIT BUNIT BUNIT CUNIT CUNIT CUNIT AUNIT AUNIT AUNIT BUNIT BUNIT BUNIT BUNIT BUNIT B25'COCOCOCOCOCOCOCOCOCOCOCOCOMISG3TAXD7134.99' BUFFER - 15' DEEP212.66' BUFFER70.07' BUFFERCOMMUNITY MAILBOX14410' LANDSCAPE EASEMENT10' LANDSCAPE EASEMENTTHOT10TSUC1AMEL1EXISTING TREEEXISTING TREE 2CORK3MYRP6QURF3CERC3CERC5QURF3BKGV18BKGV21LITF3HYPT3CORK2PICA2CORK1CRAT3THOT3TSUC2IMBP3QUEB3CRAT1MYRP6ARAB11THOT2VPTM8VPTM3THOT3NYSW1GTIS51JSWB1HYPT1MALC1LITF3HYPT1JSWB1BENCH 3BKGV3BKGV5CLAH4CLAH4JUVT1JUVT1BKGV6BKGV15BKGM1BKGV15ALSM8JUVTIBKGV12JUVT1JUVT1BKGV6JUVT1MISA3MISA3MISA1MISA1JUVT1MISA1MISA1MISA1JUVT1BKGV6BKGV2BKGV2MISA2MISA3MISA3MISA3JSWB1BKGV3BKGV11BKGV5BKGV4BKGV6BKGV16BKGV12BKGM1BKGV2BKGV25BKGV8BKGV4BKGV9LITF2MISA10HORS9BKGV15JUVT1JUVT1JSWB1JUVTIJUVT1JUVT1SYMP2ROSR8BKGV14JUVT1JUVT1BETN1BKGV3VIBC2ROLLING HILL TOWNHOMES CARMEL, INDIANA ESTRIDGE DEVELOPMENT MANAGEMENT, LLC 5085 E. State Road 32, Lebanon, Indiana 46052 | 317.910.8164 rfischer@fischerdesignllc.com | www.fischerdesignllc.comDECEMBER 14, 2020RAFRAFOVERALLSITE PLANL101REVISIONS:DRAWING FILES:SHEET #:SHEET TITLE:CHECKED BY:DRAWN BY:PROJECT NUMBER:DATE:PRELIMINARY - NOT FOR CONSTRUCTIONRR010' 20'40'GENERAL LANDSCAPE NOTES:1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONSAND NOTING ANY DISCREPANCIES BETWEEN LANDSCAPE PLAN AND FIELDCONDITIONS PRIOR TO INSTALLATION. SHOULD DISCREPANCIES OCCUR,CONTRACTOR IS RESPONSIBLE FOR NOTIFYING OWNER OF SUCHDISCREPANCIES BEFORE INSTALLATION BEGINS. FISCHER DESIGN, LLC.ASSUMES NO RESPONSIBILITY FOR WORK PERFORMED PRIOR TO FIELDVERIFICATION OF LANDSCAPE PLAN.2. CONTRACTOR SHALL EXAMINE AREAS AND CONDITIONS FOR COMPLIANCEWITH PLANTING REQUIREMENTS AND DETERMINE IF AREAS AND CONDITIONSAFFECTING PERFORMANCE OF THE WORK ARE SATISFACTORY. DO NOTPROCEED WITH WORK UNTIL SATISFACTORY CONDITIONS HAVE BEENCORRECTED IN ACCEPTABLE MANNER. VERIFY THAT NO DELETERIOUSSUBSTANCES ARE PRESENT IN PLANTING AREAS. REMOVE SOIL THAT ISUNSUITABLE FOR PLANTING AND REPLACE WITH PLANTING SOIL BACKFILL.3. DO NOT MIX OR PLACE SOILS AND AMENDMENTS THAT ARE FROZEN, WET ORIN MUDDY CONDITIONS.4. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTILITY COMPANIESTO LOCATE UTILITIES PRIOR TO INSTALLATION. CONTRACTOR SHALL ALSO BERESPONSIBLE FOR MAINTAINING UTILITY LOCATIONS THROUGHOUT THEENTIRE LANDSCAPE PROJECT.5. CONTRACTOR SHALL PROTECT ADJACENT SURFACES INCLUDINGSTRUCTURES, UTILITIES, PAVEMENT AND OTHER FACILITIES FROM DAMAGECAUSED BY PLANTING OPERATIONS.6. ALL LANDSCAPING SHALL BE PLANTED IN UNCOMPACTED SOIL AT LEAST 3FEET IN DEPTH.7. ALL PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FORNURSERY STOCK STANDARDS.8. PROCEED WITH PLANTING ONLY WHEN WEATHER CONDITIONS AREFAVORABLE.9. CONTRACTOR SHALL FINISH GRADE PLANTING AREAS TO A SMOOTH, UNIFORMSURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHINPLUS OR MINUS ½” OF FINISH ELEVATION.10.LOCATIONS OF ALL TREES AND SHRUBS SHALL BE STAKED AND APPROVED BYOWNERS REPRESENTATIVE PRIOR TO PLANTING.11.ALL DISTURBED AREAS NOT DESIGNATED ON THE PLAN AS SOD SHALLRECEIVE 3" LAYER OF HARDWOOD MULCH. ALL BED EDGED ADJACENT TOLAWN SHALL HAVE A SPADE CUT EDGE.12.REFER TO SHEET L102 FOR PLANT SCHEDULE AND PLANTING DETAILS.13.ALL PLANTS SHALL BE PLANTED PER CITY OF CARMEL STANDARDS.14.ONCE ARCHITECTURAL PLANS HAVE BEEN FINALIZED, THE FOUNDATIONLANDSCAPING SHALL BE ADJUSTED TO ACCOMMODATE WINDOWS ANDUTILITIES. ALL HVAC UNITS SHALL BE SCREENED FROM VIEW WITH PLANTMATERIAL.LANDSCAPE KEY NOTES:1. 120 LF - 6' HIGH WOODEN SCREEN FENCE SHALL BE LOCATED 1' INSIDE THEPROPERTY LINE AND MATCH THE CHARACTER DEPICTED IN THELANDSCAPE EASEMENT DOCUMENT RECORDED 08/20/2020.2. APPROXIMATE LOCATIONS OF EXISTING TREES - CONTRACTOR TO ADJUSTTREE LOCATIONS TO WORK AROUND EXISTING TREES ON NEIGHBOR'SPROPERTY. FLAG LOCATIONS IN THE FIELD AND OBTAIN OWNERREPRESENTATIVES APPROVAL PRIOR TO PLANTING.3. BENCH (TO BE SELECTED BY OWNER) SITTING ON A 6' X 3' CONCRETE PAD.4. 4' HIGH MASONRY SCREEN WALL WITH COLUMNS. ROLLING HILL TOWNHOMES CARMEL, INDIANA ESTRIDGE DEVELOPMENT MANAGEMENT, LLC 5085 E. State Road 32, Lebanon, Indiana 46052 | 317.910.8164 rfischer@fischerdesignllc.com | www.fischerdesignllc.comDECEMBER 14, 2020RAFRAFPLANT SCHEDULE AND DETAILSL102REVISIONS:DRAWING FILES:SHEET #:SHEET TITLE:CHECKED BY:DRAWN BY:PROJECT NUMBER:DATE:PRELIMINARY - NOT FOR CONSTRUCTIONRR DECIDUOUS TREE PLANTING DETAILNTS1EVERGREEN TREE PLANTING DETAILNTS2SHRUB PLANTING DETAILNTS3PERENNIAL PLANTING DETAILNTS4PLANNOTES:1. LAYOUT PLANTS IN PREPARED BED AS SHOWN INSTAGGERED ROWS WITH SPACING AS SPECIFIED ONPLANT SCHEDULE.2. CAREFULLY REMOVE PLANT COMPLETELY FROMPLASTIC CONTAINERS OR TEAR AWAY TOP OF PEAT POTSTHAT EXTEND ABOVE THE SOIL.3. PLANT PLANTS AT SAME LEVEL AS GROWN IN NURSERY.4. SOAK PLANT AND PIT THOROUGHLY IMMEDIATELYAFTER PLANTING.5. AFTER FINAL INSPECTION, REMOVE ALL TAGS ANDLABELS.FINISH GRADEOF BEDPREPARED BED3" SHREDDED HARDWOODBARK MULCH. KEEP MULCHPULLED AWAY FROM PLANTSTEMSP L A N T SPACINGPLANTSPACINGWIDTH OF PIT TO BE 2 TIMESTHE WIDTH OF THE POTSECTION W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWW W W WWWWoooooooooooooooooooooooooooooo ooooooW W W WWWWWWWWWWWWWWWWWWWWW oooooooooooooooooooooooo ooo ooo oo o ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooL=170.24'R=209.00'N47°03'51"E 74.39'S 3 8 ° 4 3 ' 5 1 " E 7 0 . 0 7 ' N88°44'01"E 212.66'S00°01'45"E 144.99'S88°43'51"W 212.66'S88°43'51"W 165.04' N00°01'45"W 1.00' Luminaire Schedule Symbol Qty Label LLF Description Lum. Watts Total Watts Lum. Lumens 3 B1 0.900 MRB-LED-30L-ACR-S-27-HSS / BOLLARD WITH GLARE SHIELD 38.3 114.9 1853 4 FL 0.900 DL124266 / LED BULLET FLOOD / 120V 14.4 57.6 1536 47 W1 0.900 MILLENIUM LIGHTING M2602PBK / WALL LIGHT WITH FILAMENT LED BULB / 8'-0'' AFF 8 376 573 9 B2 0.900 MRB-LED-30L-ACR-A-27 / BOLLARD 29.1 261.9 2091 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min ALL POINTS Illuminance Fc 0.49 19.3 0.0 N.A.N.A. PAVED AREAS Illuminance Fc 1.02 16.40 0.10 10.20 164.00 W1 W1 W1 W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1W1 W1 W1 W1 W1 W1 W1 W1W1 W1 W1 W1 W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 B1B1B1 B2 B2 B2 B2 B2 B2 B2 B2 B2 FL FL FL FL 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.0 5.5 1.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 2.8 15.2 1.7 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.2 0.8 2.6 1.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.2 0.4 1.8 16.4 4.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.1 0.1 0.0 0.1 0.0 0.1 0.0 0.0 0.1 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.5 1.0 1.0 2.0 1.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.3 0.4 0.2 0.1 0.2 0.2 0.9 13.4 10.0 0.5 0.2 3.3 0.4 2.4 0.2 0.9 19.2 10.6 0.5 0.2 0.4 1.0 1.3 0.3 0.1 0.4 2.3 12.6 1.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.2 0.9 1.9 0.5 0.7 3.4 1.2 0.6 1.6 1.2 0.3 0.2 0.8 1.8 0.7 0.2 0.6 3.0 2.0 0.9 1.2 1.3 1.7 1.5 0.4 0.2 0.4 2.6 9.8 1.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.4 0.6 1.2 17.7 5.0 0.6 0.3 0.3 0.1 0.1 0.3 0.3 0.2 0.1 0.2 0.5 0.8 3.6 9.8 2.9 1.4 0.5 0.4 1.1 0.9 0.5 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 2.3 0.7 0.6 1.7 0.7 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.5 1.7 7.6 1.4 0.4 0.2 0.5 4.5 4.9 0.8 0.3 0.3 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 3.5 0.8 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.2 0.3 0.6 0.7 0.3 0.1 0.1 0.4 2.5 2.6 0.8 1.1 1.3 0.3 0.1 0.2 0.8 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.4 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.6 0.6 1.5 5.9 3.2 0.7 0.6 0.6 0.5 0.2 0.1 0.1 0.1 0.3 0.3 0.4 1.1 1.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 2.3 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.7 2.4 1.2 3.0 10.5 3.7 1.7 1.7 1.5 1.8 0.4 0.2 0.1 0.1 0.1 0.1 0.3 1.1 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.4 0.9 0.3 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.6 1.2 0.9 0.9 1.0 0.4 0.3 0.2 0.2 0.2 0.2 0.3 1.3 1.4 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.2 0.5 0.2 0.1 0.3 0.9 0.9 1.2 1.6 0.9 1.0 0.3 0.3 0.3 0.7 0.7 0.8 0.9 0.6 0.5 0.3 0.2 0.4 0.5 0.9 1.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.9 1.9 0.5 0.2 0.2 0.4 0.5 1.2 0.6 2.0 1.6 2.5 3.6 1.4 2.2 0.8 0.2 0.2 0.3 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.2 0.5 0.3 0.2 0.3 2.0 19.3 2.4 0.5 0.2 0.2 0.3 1.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.6 0.8 0.9 0.5 0.3 1.5 6.0 1.9 0.3 0.2 0.3 0.5 0.8 1.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.0 2.5 0.9 0.6 0.7 0.8 1.4 0.5 0.4 1.0 1.4 1.4 2.9 0.7 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.5 0.5 1.5 1.2 1.1 1.3 0.9 1.1 0.4 1.1 0.7 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.8 0.2 0.2 0.3 0.2 0.1 0.1 0.2 0.4 0.3 0.2 0.8 8.5 5.7 0.5 0.3 0.3 0.5 0.3 0.6 0.5 0.2 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.6 2.8 2.7 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 All electrical work shall comply with National, State, and Local codes including and not limited to the National Electric Code, NFPA 101 Life Safety Code, ASHREA and /or IECC Energy Codes. The information contained in this document is proprietary to CBMC Lighting Solutions. This document is prepared for a specific site and incorporates calculations based on data available from the client at this time. By accepting and using this document, the recipient agrees to protect its contents from further dissemination, (other than that within the organization necessary to evaluate such specification) without the written permission of CBMC Lighting Solutions. the contents of this document are not to be reproduced or copied in whole or in part without the written permission of CBMC Lighting Solutions. copyright © 2020 CBMC Lighting Solutions all rights reserved. CB177555855 KOPETSKY DR. SUITE G. | INDIANAPOLIS, IN 46217 317-780-8350| WWW.CBMCINC.COM Rolling Hills Townhomes Lighting Plan Calculations Carmel, Indiana Revision 12/16/20 This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with IESNA approved methods. Actual performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps and LED lumen package, location adjustments, and other variable field conditions. Contractor to check and verify all dimensions on site before commencing any work shown. Project No:Scale: Date:E01Drawing No: NTS WP RT -Drawn By: Checked By: 1 LIGHTING PLAN SCALE: 1" = 20' (24x36) 1" = 40' +/- (11x17) LIGHTING NOTES: 1. Footcandle values are calculated at grade. 2. Footcandle values are maintained with a .90 lumen loss factor. . National Lighting Vendor: For pricing and technical assistance contact: Rob Thomson of CBMC INC, tel# 317-828-4119 / rthomson@cbmcinc.com William Proctor - Lighting Consultant - wproctor@cbmcinc.com BOLLARDS LANDSCAPE WALL LIGHT Photocell/Timer Photocell/Timer Photocell/Timer