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1 <br />SEWER CROSSING OVER WATER MAIN <br />XO SCALE <br />200209389 <br />ALL PIPE. I" THROUGH 12- SHALL BE P AS PER ANSI/AMA 0900 µ0 <br />ALL PIPE, 74' MROUCH 48" SHALL BE PVC AS PER AN91AWWA C905, ANp <br />SHALL BE pISTALLEO SO THAT NO JOINT OCCURS LESS THW 10' FROM WATER NAP, <br />r: . <br />-- - f <br />�J l <br />I m <br />0 <br />SANITARr SEIVER <br />PIPE m WHEN MORE TNPN IH' CLEARANCE EXISTS, <br />T. ENCASEMENT AS PER SANRARY SEWER TILE MAY BE USED THROUGHOUT <br />ST,A, 1 o PLµ I33 <br />1 <br />WATER MNN <br />SEWER CROSSING UNDER WATER MAIN <br />NO SCALE <br />WAR NAIN <br />JOINT CNCASFMEMT AS PER <br />STANOARO PLAN N JJ m <br />- WHEN MORE TIL4V /B' CLEARANCE CXIAG, <br />SANTIARY SEWER TILE NAY BE USED THROUGHOUT <br />Q <br />I <br />SSWRARY SEWER <br />PIPE <br />ALL PIPE. A' THROUGH 12" SHALL BE PVC AS PER ANSI /AWWA C900. ANO <br />ALL PIP[ 11" MROL 48' SHALL RC PVC AS PER ANSI /AWWA G , AND <br />SHALL 8E INSTALLED SO DtItT NO xiNT OCCURS LESS THAN 10' EROM WATER M,IN E' <br />REV: SEPT. 18, 2001 <br />REV: AUC. 22, 2001 <br />Git�NnIsr�rrD DATE SEPT. 1998 SANITARYSEWER pEy <br />DRAWN BY ZEX WATERMAIN i3 <br />CHECKED BY : TWB CROSSING <br />