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463 ' <br />35 <br />30 <br />5 <br />R.O clrY <br />clrt i:4o <br />�5 <br />Y . <br />a3 <br />O G`b <br />Q d <br />448.6 U.s.G.s. <br />34.0 C rrY <br />9r6PL carr-0fF WALL <br />SEE DETAIL <br />.LSSt 1 4A. %C., WELDED STEEL- PIPE <br />ASPHALT COATED INSIDE S- OUT T- WPAPPE-D <br />W/ASSES-M5 ASPHALT SATURATED FELT <br />SIPHON 8¢tAKER <br />SEE PM'rA 1 L- <br />4-1.1 <br />41.1 U.S.G.S. <br />26.5 CITY <br />THE CONTRACTOR. SHALL COMPLY WITH ALL <br />CONDITIONS OF A PERMIT FROM THE RECLAMATION <br />BOARD . <br />SCALE <br />HORIZONTAL 1 ��=20� <br />VERTICAL Iu= 5 <br />WO YEAR FLGoD PLANE: <br />40.6 U.S.&S. <br />2fe.0 CITY <br />AUTOMATIC STEEL FLAP GATE. <br />ARMCO NIOOEL. SO -C OR EQUAL_ <br />It's MIN. <br />V IS JgN-1R <br />50 <br />45 <br />InT40 <br />ui <br />7 <br />z <br />0 <br />H <br />W <br />J <br />W <br />0+00 0+50 1+00 1+50 2+00 2+50 3+00 STATION <br />iRFbRATEC <br />iL COVgR- <br />HA4 <br />RISER FOR SIPHON BREAKER <br />nts <br />I <br />- No. l6 C'k <br />C.M.P. RISER <br />FbWfiR TAMPED <br />F3ACKFlLL �` <br />MAIN <br />EXCAVATION a BACKFILL <br />nts <br />GROUTED ROCK RIP-R4P <br />FLOOD PLA14S <br />SOTIOM OF <br />EXCAVATION <br />9A'TU M EQUALS CIT V OF <br />STOGVcTOnl — 100.00 <br />.101sT FOR 3✓4 or BOLTS <br />PLATE STEEL CUT —OFF WALL <br />nts <br />11VIA. CLAMP RODS <br />PIPE <br />MASTIC P*-TWF-%J,4 <br />SLEEVE &. PIPE <br />35 <br />30 <br />25 <br />20 <br />15 <br />APPROVED 19 APPROVED Jullz io 1977 revisions job no. 1637 SHEET <br />no. description date I by 1� WONG ENGINEERS date PEB.IQR? TALLAHATCHEY TERRACE UNIT NO.1 <br />e _ PLANNING . ENGINEERING . SURVEYING scale AS SHOWN 8 <br />U STOCKTON, CALIFORNI drawn 4t) <br />R.C.E. No. <br />14269 design WE STORM PUMPING PLANT DETAILS OF TEN <br />check FILE <br />