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6" 6" 6" 6" <br /> 2'-0" 2'-o. 2'-0" <br /> ni r_________1 r________� <br /> I li ii <br /> 5'-4" <br /> INTLET i i i i OUTLET <br /> L_______J L_____- <br /> STEEL COVERS, 18" <br /> WIDE OR 18" DIAMETER. <br /> PLAN - VIEW <br /> CLEANOUT STATIC WATER LEVEL CLEANOUT <br /> 2" <br /> 5'-0" <br /> 4'-0" <br /> DOUBLE SWEEP "T" <br /> T T i <br /> 95% RELATIVE <br /> COMPACTION. <br /> SEE NOTE <br /> NO. 6. SECTION <br /> NOTES: <br /> 1. NO PERSON OWNING OR OPERATING A PRIVATE OR PUBLIC AUTOMOBILE WASH RACK <br /> SHALL PERMIT ANY WATER OR EFFLUENT THEREFROM TO FLOW INTO ANY PUBLIC <br /> SEWER UNLESS SUCH WASH RACK IS ROOFED OVER AND IS EQUIPPED WITH A <br /> SAND-OIL INTERCEPTOR APPROVED BY THE DIRECTOR OF MUNICIPAL UTILITIES OR <br /> HIS REPRESENTATIVE. (ADDED BY ORDINANCE 3690C.S.-EFFECTIVE OCT. 13, 1983) <br /> 2. DIMENSIONS SHOWN ARE FOR MINIMUM SIZE (750 GALLON) SEPARATOR. <br /> 3. EACH UNIT SHALL BE DESIGNED BY A REGISTERED CIVIL ENGINEER AND APPROVED BY <br /> THE CITY ENGINEER. STREET INSTALLATIONS SHALL BE DESIGNED FOR HS20 44 LOADING. <br /> 4. CONCRETE SHALL BE A MINIMUM OF 3,000 PSI AT 28 DAYS. <br /> 5. FLOOR DRAINS AND WASH RACK WATER FLOWS SHALL ENTER SEPARATOR THROUGH <br /> INLET PIPE ONLY. <br /> 6. COVERS SHALL BE STEEL AND SHALL BE GAS TIGHT. <br /> 7. 4" MINIMUM PIPE WITH 90' ELBOW. INSTALL AS SHOWN OR MATCH INLET PIPE SIZE. <br /> 8. INSIDE FLOOR DRAINS SHALL BE CONNECTED TO AN APPROVED SAND/OIL SEPARATOR. <br /> TOILETS AND URINALS SHALL NOT BE CONNECTED TO THE SAND/OIL SEPARATOR. <br /> REVISION APPROVED CIT NGINEER: <br /> TYPICAL SAND S OIL SEPARATOR NO. <br /> DA E:09/27/2016 <br /> CITY OF STOCKTON SCALE SUPERSEDES I DRAWING NO. <br /> D <br /> DEPARTMENT OF PUBLIC WORKS NONE 01/09/02 DATED S-21 <br />