HORIZONTAL RUNREDUCER BEND ANGLE (VERTICAL BENDS)VOLUME OF THRUST BLOCK IN CU FEET(HORIZONTAL BENDS)BEARING AREA OF THRUST BLOCKS IN SQ FT THRUST BLOCK SCHEDULE 569619862, 3, 4 TEE OR CAPPLUGSIZEFITTING (2000 PSF SOIL, 200 PSI WATER PRESSURE, 100 PSI WATER HAMMER) SOIL TYPUNDISTURBEDNATURAL FITTINGSIZE 985572192181910583552, 3, 4681367927 BEND ANGLE 4914725250229298 RODDIAMMENTEMBED- 75"75"50"30"30"30"93210"2331117136"844718634448184572800324784110924147874080205015"36" TEECROSS WITH PLUGVERTICAL RUNEND PLUG, CAPOR BLIND FLANGETEE WITH PLUG 90 DEGREE BENDS SHALL ONLY BE USED ON ABY-EXCEPTION BASIS, AND MUST EACH BESPECIFICALLY APPROVED BY CITY * SEE SHEET W18 FORVERTICAL TIE-DOWN BLOCKING THRUST BLOCK NOTES:1CONCRETE FOR THRUST BLOCKS - CLASS A CONCRETE SHALL DEVELOP NOT LESS THAN 3000 PSI COMPRESSIVESTRENGTH AT 28 DAYS AND BE PLACED AGAINST UNDISTURBED SOIL2ALL BENDS, BOTH HORIZONTAL AND VERTICAL, SHALL BE BACKED WITH CONCRETE VERTICAL BENDS SHALL BEPLACED ON CONCRETE PADS WHERE BENDS TURN UP, OR LOADED WHERE BENDS TURN DOWN3DOUBLE WRAP PIPE JOINTS IN 8 MIL "POLYETHLENE" BEFORE PLACING CONCRETE4BEARING AREA SHOWN IN TABLE, IS BASED UPON A 2000 LB/SF SOIL BEARING, AND UPON A PIPELINE PRESSURE OF200 psi PLUS 100 psi WATER HAMMER AREAS SHOWN SHALL BE ADJUSTED, SHOULD FIELD CONDITIONS VARY5MJ RESTRAINTS ARE REQUIRED FOR ALL FITTINGS6USE LONG-RADIUS FITTINGS WHEREVER POSSIBLE7ALL BOLTS FOR FITTINGS SHALL BE 316 STAINLESS STEEL8ALL DUCTILE IRON FITTINGS SHALL BE FUSION-BONDED EPOXY COATED INSIDE AND OUTSIDE IN ACCORDANCE WITH ANSI/AWWA C116/A21169UNIT WEIGHT OF CONCRETE FOR VERTICAL THRUST BLOCKS IS 150 LBS/CU FT 10"106853730"387112290205122095364016357504166726185610"36"110419188154407007382217530680139744314343600157273 THRUST BLOCKING THRUST BLOCKING