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ALL ANCHOR BOLTS, NUTS <br />AND WASHERS TO BE <br />STAINLESS STEEL PER <br />MNDOT SPEC. 3312 <br />CONCRETE <br />ADJUSTING RINGS <br />MINIMUM 2 RINGS <br />MAXIMUM 5 RINGS <br />D <br />Q <br />3" 14 GA. HOT -DIPPED GALV. <br />STRAP 6'-0" O.C.- MIN. 2 <br />FASTEN TO MH WITH <br />4-3/8"X6" ANCHOR BOLTS <br />3" EMBED. <br />ACL 52 DIP RISER PIPE <br />12" SOLID CONC. BLOCK SPACER <br />CUT TO SIZE <br />SECTION A -A <br />a7"HIMNEY SEAL <br />ROUND RINGS <br />STEEL TRANSITION COUPLER <br />CL 52 D.I.P. FROM TEE - <br />TO UNDISTURBED SOI <br />MJ-PE DIP TEE <br />�RESTRAINED <br />JOINTS / <br />PRECAST SECTIONS <br />ASTM C-478 <br />STEPS AS PER A <br />SPECIFICATIONS <br />UNDISTURBED <br />\\\� <br />SOIL <br />ULCOMPACTED <br />D. GRANULER FILL <br />op. <br />MONOLITHIC <br />PRECAST DROP <br />INLET BASE ON <br />e <br />4" SAND CUSHIONMANHOLE <br />INVERT SHALL BE <br />MJ -PE <br />p.\�/ SLOPED TO <br />PROVIDE SMOOTH <br />-MIN. 0.1' SLOPE <br />90° BEND <br />e FLOW FROM <br />INLET TO OUTLET <br />REV: 2/2017 <br />STANDARD <br />PLATE <br />City of <br />Elk -.- <br />OUTSIDE <br />DROP <br />MANHOLE <br />N0. <br />4004 <br />River <br />