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HomeMy WebLinkAbout17 C501 Sanitary Sewer PlanMANHOLE 807 T- CO 000 W Cnt� z N Z II QQCU rn H H 't 0 O N 00 N z 00 0-) II 0 ��rn -1No O Q 0 Q U cn PROPOSED GRADE EXISTING GRADE 012" R.C.P. INV.- 0 12" R.C.P. INV.= 916.08f U II— I M 3N11 HOIVW 368 L.F. 6.00 S 0.45 8" S.D.R. 35 P.V.C. AMMO.", 04.34 N. 0.45 04.24 S. 8" S.D.R. 35 P.V.C. 173 L.F. 0.45% 8" S.O.R. 35 P.V.C. 13: 0. 8" S.D.R 01.66 SE. 02.64 N. 02.54 SE. 01.76 NW. 930 920 910 CC /MANHOLE 805 TM s�� Ho 1a+ss 4 17 L.F. -6" WYE LAT. STA. 5 73 L.F. -6" WYE LAT. STA. 1+29 15 L.F. -6" WYE LAT. STA. 0 +41 S L 15 L.F. -6" WYE LAT. STA. 1+31 75 L.F. -6" WYE LAT. STA. 1 +18 6 64 I- 7 15 L.F. -6" WYE LAT. STA. 2 +21 75 L.F. -6" WYE LAT. STA. 2 +08 63 0 0 8 STA 18+24 15 L.F. -6" WYE LAT. STA. 3 +11 75 L.F. -6" WYE LAT. STA. 2 +98 62 STREET A 9 15 L.F. -6" WYE LAT. STA. 0 +45 75 L.F. -6" WYE LAT. STA. 0 +30 SCALE: 1"=50' HORS 1 =5' VERT. 16 L.F. -6" WYE LAT. STA. 1+35 59 10 11 17 L.F. -6" WYE LAT. STA. 2 +25 W"g s 11o7 i ns R 15 L.F. -6" WYE LAT. STA. 3 +05 13 14 H NOTES 1c, SCALE: 1 50' FULL DEPTH GRANULAR BACKFILL SHALL BE INSTALLED ON ALL SEWER LATERAL STREET CROSSINGS (Sc 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 co 3 Q m w J U- 0 a_ Z J W (I) W F- z r co W c.) W 0 0 J 0 JOB NO. 45370EQU m W H- Q 0 0 c9 Q z Q 0 z z z w 0 Q F- z w z Q z 0 z SHEET NO. C501 ENGINEERS LAND SURVEYORS CONSULTING REVISIONS