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HomeMy WebLinkAboutC4.2 Details 10-01-2019NYLOPLAST DRAIN BASINNTSNOTES1.8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536GRADE 70-50-052.12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-053.DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS4.DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC5.FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM6.TO ORDER CALL: 800-821-6710APART #GRATE/SOLID COVER OPTIONS8"(200 mm)2808AGPEDESTRIAN LIGHTDUTYSTANDARD LIGHTDUTYSOLID LIGHT DUTY10"(250 mm)2810AGPEDESTRIAN LIGHTDUTYSTANDARD LIGHTDUTYSOLID LIGHT DUTY12"(300 mm)2812AGPEDESTRIANAASHTO H-10 STANDARD AASHTOH-20 SOLIDAASHTO H-2015"(375 mm)2815AGPEDESTRIANAASHTO H-10 STANDARD AASHTOH-20 SOLIDAASHTO H-2018"(450 mm)2818AGPEDESTRIANAASHTO H-10 STANDARD AASHTOH-20 SOLIDAASHTO H-2024"(600 mm)2824AGPEDESTRIANAASHTO H-10 STANDARD AASHTOH-20 SOLIDAASHTO H-2030"(750 mm)2830AGPEDESTRIANAASHTO H-20 STANDARD AASHTOH-20 SOLIDAASHTO H-20 INTEGRATED DUCTILE IRONFRAME & GRATE/SOLID TOMATCH BASIN O.D.VARIOUS TYPES OF INLET ANDOUTLET ADAPTERS AVAILABLE:4-30" (100-750 mm) FORCORRUGATED HDPEWATERTIGHT JOINT(CORRUGATED HDPE SHOWN)BACKFILL MATERIAL BELOW AND TO SIDESOF STRUCTURE SHALL BE ASTM D2321CLASS I OR II CRUSHED STONE OR GRAVELAND BE PLACED UNIFORMLY IN 12" (305 mm)LIFTS AND COMPACTED TO MIN OF 90%TRAFFIC LOADS: CONCRETE DIMENSIONSARE FOR GUIDELINE PUPOSES ONLY.ACTUAL CONCRETE SLAB MUST BEDESIGNED GIVING CONSIDERATION FORLOCAL SOIL CONDITIONS, TRAFFIC LOADING& OTHER APPLICABLE DESIGN FACTORSADAPTER ANGLES VARIABLE 0°- 360°ACCORDING TO PLANS 18" (457 mm)MIN WIDTHAAASHTO H-20 CONCRETE SLAB8" (203 mm) MIN THICKNESSVARIABLE SUMP DEPTHACCORDING TO PLANS[6" (152 mm) MIN ON 8-24" (200-600 mm),10" (254 mm) MIN ON 30" (750 mm)]4" (102 mm) MIN ON 8-24" (200-600 mm)6" (152 mm) MIN ON 30" (750 mm)12" (610 mm) MIN(FOR AASHTO H-20)INVERT ACCORDING TOPLANS/TAKE OFF P A R T # S T U B A S C 1 6 0 E P P 6 " ( 1 5 0 m m ) 0 . 6 6 " ( 1 6 m m ) 8 " ( 2 0 0 m m ) 0 . 8 0 " ( 2 0 m m ) S C 1 6 0 E P P 0 8 8 " ( 2 0 0 m m ) 0 . 9 6 " ( 2 4 m m ) A L L S T U B S A R E P L A C E D A T B O T T O M O F E N D C A P S U C H T H A T T H E O U T S I D E D I A M E T E R O F T H E S T U B I S F L U S H W I T H T H E B O T T O M O F T H E E N D C A P . F O R A D D I T I O N A L I N F O R M A T I O N C O N T A C T S T O R M T E C H A T 1 - 8 8 8 - 8 9 2 - 2 6 9 4 . N O T E : A L L D I M E N S I O N S A R E N O M I N A L N O M I N A L C H A M B E R S P E C I F I C A T I O N S S I Z E ( W X H X I N S T A L L E D L E N G T H ) 2 5 . 0 " X 1 2 . 0 " X 8 5 . 4 " ( 6 3 5 m m X 3 0 5 m m X 2 1 6 9 m m ) C H A M B E R S T O R A G E 6 . 8 5 C U B I C F E E T ( 0 . 1 9 m ³ ) M I N I M U M I N S T A L L E D S T O R A G E * 1 6 . 0 C U B I C F E E T ( 0 . 4 5 m ³ ) W E I G H T 2 4 . 0 l b s . ( 1 0 . 9 k g ) * A S S U M E S 6 " ( 1 5 2 m m ) A B O V E , 6 " ( 1 5 2 m m ) B E L O W , A N D S T O N E B E T W E E N C H A M B E R S W I T H 4 0 % S T O N E P O R O S I T Y . B U I L D R O W I N T H I S D I R E C T I O N S T A R T E N D S C - 1 6 0 L P T E C H N I C A L S P E C I F I C A T I O N N T S S C - 1 6 0 S t o r m T e c h 6 " N 1 2 8 " N 1 2 S C - 1 6 0 S t o r m T e c h O V E R L A P N E X T C H A M B E R H E R E ( O V E R S M A L L C O R R U G A T I O N ) 2 5 . 0 " ( 6 3 5 m m ) 1 2 . 0 " ( 3 0 5 m m ) 9 0 . 7 " ( 2 3 0 4 m m ) A C T U A L L E N G T H 8 5 . 4 " ( 2 1 6 9 m m ) I N S T A L L E D L E N G T H 4 . 4 " ( 1 1 2 m m ) A 1 1 . 7 " ( 2 9 7 m m ) 1 8 . 6 " ( 4 7 2 m m )