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HomeMy WebLinkAboutpg. 12 C502 Sanitary Sewer Plan & Profile920 910 8" S.D.R. P.V.C. N. IN 8" S.D.R. P.V.C. S. IN Z u) 0 J 0 SCALE: 1"=50' HOR. 1 5'VERT. J .68 E. FULL DEPTH GRANULAR BACKFILL PROPOSED WATER 0.42% 03.31 SE. `1 226 L.F7 L.F. 04.26 NW PROPOSED GRADE 04.36 SE 8" S.D.R. 35 P.V.C. NE.INV.= 904.46 EXISTING GRADE 0.42% 0 12" R.C.P. 12" R C.P. INV.= 908.46± Q NV 907.83± 167 L.F. 0.42% PROPOSED WATER STUB 13 L.F. 8" S.D.R. 35 P.V.C. PIPE NE.©0.42% INV.= 906.51 0 LL.IC° w JCO V.) --I o +a, Y D orn IQ 11 0 z< il Q C.. 0! Q F- 0 Lf) F- CO W f a FULL DEPTH GRANULAR 1 BACKFILL NOTE: THERE SHALL BE A 12" MIN. COVER FROM TOP OF PIPE TO BOTTOM OF DAVEMENT ON ALL STREET PIPE CROSSINGS. NOTES FULL DEPTH GRANULAR BACKFILL SHALL BE INSTALLED ON ALL SEWER LATERAL STREET CROSSINGS COMPACTED PER I.D.O.H. STANDARDS. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. CONTRACTOR SHALL EXTEND SEWER LATERALS THRU EASEMENTS AS SHOWN. A MINIMUM OF 5 FT. AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL TERMINATION. ALL MANHOLES TO BE CONSTRUCTED WITH ONE 4" RISER RING TO ESTABLISH PLAN CASTING GRADE. SCALE: 1"= 50' DENOTES FULL DEPTH GRANULAR BACKFILL w O ck3 z w w rx z r N) 0 J L 0 II (1) W 0 z z SHEET NO. C502 JOB No.41760S4 m Q 0 Z 0