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6 5/32' ORIFICE-� <br />18" SD <br />INV=515.45 <br />1 5/32" ORIFICE <br />e <br />PLAN VICVV <br />STANDARD SOLID LOCKING MANHOLE RING k LID <br />MARKED "DRAIN". BOLTED TO TOP OF VAULT, TYP. <br />ELEVATIONS AS SHOWN ON PLANS <br />A i . - <br />1.0' <br />e <br />12.0' LIVE <br />18" RISER STORAGE <br />LIFT <br />GATE -SEE _ <br />C.O.E. STD <br />DTL. No. <br />IN 412C — 3.00' DEA <br />GRADE BOTTOM _ STORAGE <br />TO DRAIN <br />-TROWEL FINISH- <br />----- ---------------- <br />0.5% MIN. MIN. 1' SEDIMENT STORAGE <br />CONC. BAFFLE O <br />VAUEr-UID POINT STEPS <br />ELEV.=515.45 (TYP.) <br />- ELEV- 511.25 <br />------ ------- <br />0.5% MIN <br />7-:7--777*77777;—_ <br />232' <br />ELEVATION VIEW <br />dClES <br />1. PROMDE WATER VAULTS SHALL STOP AT ALL <br />RUBBER GASKET CONSTRUCTION JOINTS. PRE -CAST <br />GASKET SYSTEM. <br />2. VAULT SHALL BE DESIGNED AND STAMPED BY A REGISTERED VAULT SHALL BE DESIGNED FOR CONSTRUCTION LOADINGS. <br />ENGINEER. <br />S. MINIMUM. <br />3. ALL METAL PARTS SHALL BE CORROSION RESISTANT. FJ//q <br />4. VAULT SHALL BE WATERTIGHT. <br />