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HomeMy WebLinkAboutpg. 10 C500 Sanitary Sewer Plan & Profile8 L.F. -6" WYE LAT. STA. 1 +26 15 L.F. -6" WYE LAT. 106 STA. 0 +42 920 910 900 EX 99.39 S. w J 0) 0 O z 0 t X Q 0. W U)F- 175 L.F. 45 N 0.42% 920 910 FULL DEPTH GRANULAR BACKFILL PROPOSED WATER 162 L.F. 8" S.D.R. 35 P.V.C. NW.IVV. =904.26 8" S.D.R. 35 P.V.C. SE. INV.=904.36 A. 0 +00 STA. 5 +90 SE. 1 1 8" SFD.R. 35 P.V.C. 00 19 S. O N) LI J W J 0 z Q 291 L. 00.29 N. 285 L.F. 4 L.F. -6" 1 62 WYE LAT. STA. 2 +41 FULL DEPTH GRANULAR BACKFILL PROPOSED WATER 8" S.D.R. 35 P.V.C. E. INV.= 902.10 SCALE: 1"=50' HOR. 1"=5' VERT. CONCRETE CRADLE 0.42% 0.42% PROPOSED GRADE EXISTING GRADE 27" R.C.P. INV.= 906.26± SCALE: 1"=50' HOR. 1 =5' VERT. 87 L.F. -6" WYE LAT. STA. 2 +29 8" S.D.R. 35 P.V.C. 05.6 SW PROPOSED GRADE EXISTING GRADE 8" S.D.R. 35 P.V.C. w J 0 z Q STUB 13 L.F. 8" S.D.R. 35 P.V.C. PIPE N. ©0.42% INV.= 905.78 O 01.48 S N) 8" S.D.R. 35 P.V.C. E. INV.= 901.68 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. DENOTES FULL DEPTH GRANULAR BACKFILL SCALE: 1 50' NOTE: THERE SHALL BE A 12" MIN. COVER FROM TOP OF PIPE TO BOTTOM OF PAVEMEk ON ALL STREET PIPE CROSSINGS. T r m 3 co r 0 W v W 0 J u 1 6 II X L N) SHEET NO. JOB No.41760S4 m w Q 0 0 w Qco 0 N z 0 z Li] cr o LL z c c:11/43 ii Z 0 cr L W a_ J NN W F Q z Q (I) C500