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HomeMy WebLinkAbout4207 Draft Final Plans 2021-04-16 (2) (1)WO O D S I D E D R I V E DA V E W E L L RO A D PL E A S A N T V A L L E Y R D R A V I N E R O A D HO L L I S RO A D RO A D NOR T H V I E W D R I V E SIM C K A QU A R R Y PL E A S A N T V A L L E Y R D ELL I N G T O N R D SITE · · · esign rofessionals es i g n ro f e s s i o n a l s © ··· Site Address Owner Name Parcel ID 38 DAVEWELL ROAD ETHERIDGE ALTON B III & LISA M 26100038 48 DAVEWELL ROAD PATY ABIGAIL D & JOHN A 26100048 64 DAVEWELL ROAD BURNS JOSEPH E III & KATHLEEN MARIE 26100064 718 ELLINGTON ROAD CAVALIERE FRANK N & CHERYL A TRUSTEES 30300718 678 PLEASANT VALLEY ROAD CLOUSER EILEEN R & DOUGLAS C 72900678 755 ELLINGTON ROAD MANNARINO BUILDERS INC 30300755 672 PLEASANT VALLEY ROAD DOW ALAN L & KAROL H 72900672 56 DAVEWELL ROAD LAPENTA RICHARD A JR 26100056 779 ELLINGTON ROAD PINKNEY CRAIG T &30300779 729 ELLINGTON ROAD WOLF HELMAR 30300729 32 DAVEWELL ROAD JESKI SANDRA C 26100032 664 PLEASANT VALLEY ROAD PATEL BHUPENDRA C & TARULATA B 72900664 22 DAVEWELL ROAD RUSSO THERESE 26100022 772 ELLINGTON ROAD STONE DAVID E 30300772 60 DAVEWELL ROAD PILATTI ERICH C, REGINA M & ROBERT P 26100060 771 ELLINGTON ROAD SOUTH WINDSOR HISTORICAL SOCIETY 30300771 D 742 Ellington Road PROPOSED DAY CARE 16,000±SF FF=72.70 es i g n ro f e s s i o n a l s © ··· · · · es i g n ro f e s s i o n a l s © ··· es i g n ro f e s s i o n a l s © ··· es i g n ro f e s s i o n a l s © ··· es i g n ro f e s s i o n a l s © ··· 4"4" 7 C-LS2 10 C-LS2 6 C-LS2 es i g n ro f e s s i o n a l s © ··· es i g n ro f e s s i o n a l s © ··· Not to Scale TREE PLANTING DETAIL1 STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." NOTES: MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 25MM-50MM (1"-2") HIGHER IN SLOWLY DRAINING SOILS. MULCH RING, 1800MM (6') DIA. MIN. 2400MM (8') DIA. PREFERRED 50MM (2") MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED-FREE FOR A MIN. OF THREE YEARS AFTER PLANTING. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DON'T COVER THE TOP OF THE ROOT BALL WITH SOIL. 100MM (4") HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL. REMOVE COMPLETELY IF SYNTHETIC IS USED. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOESN'T SHIFT. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200MM (8") INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. 1.NO MULCH WITHIN 3" OF TREE TRUNK 2.THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWING SEASON AFTER PLANTING. OUTSIDE THE EDGE OF THE ROOT BALL. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). NOTE: ALL STAKES SHALL BE DRIVEN 12 0 0 M M ( 4 ' ) 13MM (0.5") DIAMETER PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 2"x2"X8' HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL. PAINT TOP 6" OF STAKES ORANGE FOR VISIBILITY. Not to Scale TREE STAKING DETAIL (3" CAL. OR SMALLER)3 LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF LOAMY SOILS PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL STRUCTURE SHALL NOT BE PLATY OR NOTES: 2 X ROOT BALL DIAMETER NOTE: FOR DETAILED REQUIREMENTS RELATED TO THE PLANTING OF THE TREE IN THE IMPROVED SOIL, SEE "TREE PLANTING DETAIL."BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL.LOAMY SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 1:1 SLOPE ON SIDES OF PLANTING HOLE. UNEXCAVATED OR COMPACTED MOUND UNDER THE ROOT BALL TO PREVENT SETTLEMENT. 1.FOR TREES PLANTED IN NON-RESTRICTED SOIL CONDITIONS. 2.THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SQ. M (500 SQ. FT) Not to Scale SOIL IMPROVEMENT DETAIL2 Not to Scale SHRUB & GROUNDCOVER PLANTING DETAIL4 Scale: 1" = 20' NORTHERN BUFFER CROSS SECTION11 Scale: 1" = 20' WESTERN BUFFER CROSS SECTION - BUILDING8 Not to Scale GROUND MOUNTED SIGN9 Not to Scale BUILDING MOUNTED SIGN10 Not to Scale EROSION CONTROL BLANKET DETAIL5 Scale: 1" = 20' WESTERN BUFFER CROSS SECTION - PARKING LOT7 Not to Scale SPLIT RAIL WITH BLACK CHAIN LINK FENCE CHARACTER PHOTO6 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 3 0. 3 0. 2 0. 2 0. 1 0. 1 0. 1 0. 0 0. 1 0. 2 0. 3 0. 3 0. 4 0. 4 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 1 0. 2 0. 3 0. 4 0. 5 0. 5 0. 5 0. 5 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 2 0. 2 0. 4 0. 5 0. 7 0. 7 0. 8 0. 7 0. 6 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 2 0. 3 0. 4 0. 5 0. 7 0. 9 1. 0 1. 1 1. 0 0. 8 0. 6 0. 5 0. 3 0. 2 0. 2 0. 1 0. 1 0. 1 0. 0 0. 3 0. 4 0. 5 0. 7 0. 9 1. 2 1. 4 1. 4 1. 4 1. 1 0. 9 0. 6 0. 5 0. 3 0. 2 0. 2 0. 1 0. 1 0. 1 0. 0 0. 3 0. 5 0. 6 0. 8 1. 0 1. 2 1. 5 1. 7 1. 8 1. 6 1. 4 1. 1 0. 9 0. 6 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 2 0. 3 0. 5 0. 7 0. 8 1. 0 1. 2 1. 5 1. 7 2. 3 2. 6 2. 3 1. 6 1. 4 1. 0 0. 7 0. 5 0. 3 0. 2 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 2 0. 3 0. 6 0. 9 1. 0 1. 0 1. 1 1. 3 1. 6 1. 8 2. 5 3. 2 2. 4 1. 7 1. 3 1. 0 0. 7 0. 5 0. 3 0. 2 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 4 0. 7 1. 3 1. 4 1. 2 1. 2 1. 2 1. 3 1. 6 1. 7 2. 2 2. 3 1. 9 1. 5 1. 3 1. 0 0. 7 0. 5 0. 3 0. 2 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 4 0. 6 0. 9 1. 8 1. 8 1. 6 1. 3 1. 2 1. 2 1. 2 1. 4 1. 6 1. 7 1. 7 1. 6 1. 3 1. 0 0. 7 0. 5 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 4 0. 6 1. 7 2. 2 1. 8 1. 7 1. 6 1. 3 1. 2 1. 2 1. 2 1. 2 1. 3 1. 5 1. 5 1. 4 1. 1 0. 8 0. 6 0. 4 0. 3 0. 0 0. 0 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 2 0. 6 1. 7 2. 9 2. 6 2. 2 1. 8 1. 5 1. 3 1. 2 1. 3 1. 2 1. 2 1. 2 1. 2 1. 2 1. 0 0. 9 0. 7 0. 4 0. 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 1. 1 2. 2 2. 5 2. 7 2. 3 1. 7 1. 4 1. 5 1. 5 1. 5 1. 4 1. 2 1. 2 1. 1 1. 0 0. 9 0. 8 0. 6 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 1. 0 1. 7 1. 6 2. 1 2. 2 1. 8 1. 5 1. 4 1. 6 1. 7 1. 7 1. 6 1. 4 1. 2 1. 1 0. 9 0. 8 0. 6 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. 2 1. 4 1. 4 1. 6 1. 5 1. 4 1. 4 1. 5 1. 8 2. 2 2. 3 1. 8 1. 6 1. 3 1. 1 0. 9 0. 7 0. 0 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. 1 1. 1 1. 0 1. 0 1. 0 1. 3 1. 6 2. 1 2. 2 2. 8 2. 0 1. 6 1. 3 1. 0 0. 8 0. 6 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 0. 7 0. 7 0. 7 0. 9 1. 3 1. 5 1. 9 2. 9 2. 1 1. 8 1. 5 1. 3 0. 9 0. 7 0. 5 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 5 0. 5 0. 6 0. 8 1. 1 1. 4 1. 6 1. 8 1. 7 1. 5 1. 3 1. 0 0. 8 0. 6 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 4 0. 5 0. 6 0. 8 1. 1 1. 3 1. 5 1. 4 1. 3 1. 0 0. 8 0. 6 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. 3 0. 4 0. 6 0. 8 1. 0 1. 1 1. 1 1. 0 0. 8 0. 6 0. 4 0. 3 0. 2 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. 2 0. 3 0. 4 0. 5 0. 7 0. 8 0. 8 0. 7 0. 6 0. 4 0. 3 0. 2 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. 2 0. 3 0. 4 0. 5 0. 6 0. 5 0. 5 0. 4 0. 3 0. 2 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. 2 0. 2 0. 3 0. 4 0. 4 0. 4 0. 3 0. 2 0. 2 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. 2 0. 2 0. 3 0. 3 0. 3 0. 2 0. 2 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. 1 0. 2 0. 2 0. 2 0. 2 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. 1 0. 1 0. 1 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. 1 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. 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 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 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 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 0. 2 5 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 es i g n ro f e s s i o n a l s © ··· Statistics Description Symbol Avg Max Min Max/Min Avg/Min Site 0.4 fc 3.2 fc 0.0 fc N/A N/A Parking Lot 1.3 fc 3.2 fc 0.4 fc 8.0:1 3.3:1 Schedule Symbol Label Quantity Manufactur er Catalog Number Description Lamp Number Lamps Lumens Per Lamp Light Loss Factor Wattage A 2 Lithonia Lighting DSX1 LED P2 40K T5W MVOLT DSX1 LED P2 40K T5W MVOLT LED 1 9175 0.91 140 B 1 Lithonia Lighting DSX1 LED P2 40K T2M MVOLT DSX1 LED P2 40K T2M MVOLT LED 1 8877 0.91 70 Mounting Ht. 20' 20' “ ” · ·” ·“” · · · es i g n ro f e s s i o n a l s © ··· es i g n ro f e s s i o n a l s © ··· es i g n ro f e s s i o n a l s © ··· ACCEPTABLE 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 6" (150 mm) MIN D C B A 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 12" (300 mm) MIN51" (1295 mm)6" (150 mm) MIN 30" (762 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). EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PERIMETER STONE (SEE NOTE 5) SC-740 END CAP SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) · · · · ·