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B AAAIJJKLLIFTING LOOPPLAN VIEW18" 18"2" TAPERTYP.SECTION A-A18" 12" 8" F C (W/ STD. LID) D E CEMENT MORTAR (TYP.)G*H**5' MAXIMUMSEE NOTE 8.3"TWO-WAY CLEANOUT(TYP. EACH SIDE)OUTLETINLETREONF. CONC. ADJUSTING RINGPER MAG 420 (TYP. EA. MANHOLE)24" STEEL FRAME & COVER PERMAG DETAIL 424 (TYP. EA. MANHOLE)SEE NOTE 1.PAVED SURFACEFINISH GRADE3" SAND OF ABC BEDDINGUNDER INTERCEPTORSEE NOTE 2.1. ELEVATE SIDEWALS ABOVE SURROUNDING GROUND SURFACE, AS SHOWN IN DETAIL, TO EXCLUDE SURFACE WATERS,2. IF INSTALLED IN A PAVED AREA, SLOPE SURFACE TO PROTECT AGAINST ENTRANCE OF SURFACE RUN-OFF WATER.3. DIMENSIONS SHOWN ARE THE MINIMUM ALLOWABLE FOR THIS TYPE OF WASTE INTERCEPTOR.4. NOT APPROVED FOR USE INSIDE AN ENCLOSED BUILDING. TANK MUST BE MINIMUM OF 2" OUTSIDE OF BUILDING FOUNDATION.5. PRE-CAST TANK TO BE REINFORCED AS REQUIRED TO MEET STRUCTRUAL REQUIRMENTS OF EACH SEPARATE INSTALLATION. USE NOT RECOMMENDED WHERE VEHICLE WHEEL LOAD PASSES DIRECTLY ACROSS TOP OF INTERCEPTOR.6. INTERIOR OF TANK SHALL BE COATED WITH ASPHALT EMULSION.7. EXCAVATION MUST ALLOW FOR 12" CLEARANCE AROUND TANK. EXCAVATION AND BACKFILL SHALL BE PER MAG SPEC. SECTION 206.8. INLET AND OUTLET TO BE WATER TIGHT TO STRUCTURE.NOTESTANK SIZE75010501250150020002500 156"156"125"125"125"102"A81"81"61"61"61"50"B71"80"64"72"82"69"C62"53"66"56"48"54"D60"51"64"54"46"51"E57"48"61"51"43"48"F8"8"6"6"6"6"G10"10"6"8"8"8"H150"150"119"119"119"I96"51"51"40"40"40"31"J48"48"39"39"39"31"K75"75"55"55"55"L44"N.T.S.N.T.S.N.T.S.The Wolff CompanyJOB NO.:SHEET:DATE:REVISIONS:PLOT DATE:5-30-1716-014December 2016Plumbing DetailsP6.2N.T.S.