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C501 Sanitary Sewer Plan & Profile
STREET 80 L.F. -6" WYE LAT. STA. 0 +95 10 L.F. -6" WYE LAT. STA. 1+34 80 L.F.-6 WYE LAT. STA. 2 +09 10 L.F. -6" WYE LAT. STA. 2 +47 80 L.F. -6" WYE LAT. STA. 3 +10 10 L.F. -6" WYE Sc LAT. STA. 3 +46 81 L.F. -6" WYE LAT. STA. 3 +87 15 L.F. -6" WYE LAT. STA. 3 +91 T ©b STREET 920 910 8" S.D.R. 35 P.V.C. SW. IN V. 905.48 8" S.D.R. 35 P.V.C. NW. INV. 905.58 11 11 11 11 05.68 E. W D' w U Q J Cr W UJ L 39 L.F. FULL DEPTH GRANULAR BACKFILL PROPOSED WATER EXISTING GRADE 0.45% SCALE: 1"=50' HOR. 1"=5' VER T. PROPOSED GRADE 8" S.D.R. 35 P.V.C. 2 1 R.C.P. INV.= 908.51 CONCRETE CRADLE 07.46 W. NOTES SCALE: 1 50' 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 O (0 CO 3 Q m W J O a. ck3 Z J W (I) th W z W W 0 0) N 0 UJ I X L V) m w F- Q 0 Q z Q 0 z EL 1 (f) L w w z z 0 U W Ct W D z 0 z (1) W -J U SHEET NO. C5O1 JOB No.41760S3