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03 / 08 / 02 17 : 27 FAX 916 372 9 -; ?, Wallace-Kuhl 005/016 <br /> TYPICL SPARGE POINT VAULT CROSS SECTION <br /> (NOT TO SCALE) <br /> i <br /> A <br /> TRAFFIC—RATED FLUSH MOUNT <br /> CHRISTY BOX <br /> X " ASPHALT CONCRETE <br /> PAVEMENT GRADE <br /> 12 " MIN. <br /> Am <br /> AN <br /> It I <br /> /�//\/ \ p D R RUBBER GASKET <br /> ��\ ; .: .;'.; 000 <br /> v d ;_r; ' • TRENCH , <br /> /\ ' :° •: ' a' , 7/8 "0 dia. tubing <br /> 1 '- 6 " 11/% ;. �e::. TRENCH <br /> CI to No <br /> / 1p',P. n . .p: .G° ' fl. -:D ' . gyp :P � - <br /> \� Foo, INNp, +. , ' _ o. ^ �� D. ' - D \ FIELD CUT HOLE IN VAULT <br /> / Q o ': , : D, �,; - q; tx :' . , D 6 -: / // FOR TUBING <br /> All 4 <br /> , <br /> EXISTING j//\//\ to <br /> SUBGRADE \//\ i <br /> 3/4 "0 PVC 90' <br /> CONCRETE 3/4 "0 SCH 40 PVC RISER TO SPARGE POINT <br /> PINK SPARGE POINT WKA NO: 1628 . 11 <br /> 404 West Fremont Street DATE: 3/02 <br /> WALLACE • KM & ASSOCIATES, INC. <br /> GEOTECRNICAL ENGINEERING Stockton, California PLATE NO: 5 <br /> GEOLOGIC & ENVIRONMENTAL SERVICES PON <br />