Anchor Block for HDPE
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MAIN REINFORCING MAT tl x bal12 NO 7 BARS @ 9 OC 1 [ANNMAINTAIN 3 CLEARANCE | git S|BETWEEN BARS AND SOIL A NB REINFORCING BARS PER ANCHOR BLOCKKK | MAIN MATS 24 #7 BARS @ 78 LONGDIAG REINFORCING MAT AN os on DIAG MATS 16 #7 BARS @ 58 LONG8 NO 7 BARS @ 9 OC a eleMAINTAIN 6 CLEARANCE tal eX | falBETWEEN BARS AND PIPE —— |SECTION VIEWTHRUST ISOLATOR HDPE FITTINGFUSED TO HDPE PIPE MAIN REINFORCING MAT TYPDIAG REINFORCING MAT TYPCONCRETE ANCHOR BLOCK TRENCH eek 4 eeJ7--al otO HDPE HDPE 70TAMPED PIPE | PIPE BACKFILL { 407 pr—| — M4 9 34 OPP PIIItt toh ns 4 a b 4 LU |W ueUNDISTURBED SS 20 —-| CONCRETESOIL 3,000 PSINOTE BOTTOM OF TRENCH NEEDS TO BESTABILIZED TO SUPPORT THE WEIGHT OFTHE CONCRETE ANCHOR BLOCKPLAN VIEW—~| | ag — 2og 1 HDPE MECHANICAL JOINT4a ADAPTER WITH STIFFENER ADAPTERFUSED JOINT Seee RESTRAINED JOINTHe gg |qu se DUCTILE IRON CONCENTRIC REDUCERa _j ss fg flyO Y qi y —_L i | tt MA YF|THRUST ISOLATOR 404 ° F 4 12 SS MJ HDPE ADAPTER FITTINGHDPE FITTING FUSED wv ar 4 THREADED BARSTO HDPE PIPE ae‘4 a 4TRANSITION DETAIL FROM HDPE TO DI WATER PIPENOT TO SCALE| Name | Date | GORDrawnBy || eS PAGEy a WATER[Checked By || ~—SSSd}| 3S JOHNSTONCOUNTY §f¥ 7 | AK STANDARD DETAILApproved By | | Department of Public Utilities 1 gE RE, 7 9AScale | PO Box 2263 A mane i Anchor Blockpe Smithfield, NC 27577 X Bl “S for HDPE— ; arr”ee