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I GRANULAR BACKFlLL FULL DEPTH �' ,
� GRANULAR BACKFlLL .� ". `�
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EXIST. 8" PIPE S.W. INVP�892 �3
IN V.=891.52
215 L.F. 8� P.V.C. PIPE � 0.45% 330 L.F. 8" P.V.C. PIPE � 0.45%
293 L.F. 8" P.V.C. PIPE � 0.45�
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STATE OF
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FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL S�WER LATERAL STREET
CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS.
MIN. SLOPES PER THE TEN STATE STANDARDS
SHALL PREVAIL IN ALL CASES.
CONTRACTOR SHALL STOP SEWER LATERALS
5 FEET FRQM BLDG. SETBACK LINE AS SHOWN.
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ALL MANHOLES SHALL BE
BUiLT w/ STEPS TOWARD
STREET AS SHOWN.
TYPICAL MANHOLE POSITION DETAIL
SCALE: NONE
TYPICAL LATERAL DETAIL
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