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EX. 15" SDR-35 P.V.C. 894.99 E 855.04 W
IN V.= 894.7 S
L_ 25 L.F.
0.20%
15" SDR -35 P.V.C.
MANHOLE 701
STA. 4+62
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EXISTING GRADE
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141ST STREET
15" SDR -35 P.V.C.
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12" EXISTING WATER
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SCALE: 1"=50' HOR.
1"=5' VERT.
267 L.F. 0.25%
12" SDR -35 P.V.C.
897.18 Wi
897.28 E
212 L.F. 0.25% 12" SDR -35 P.V.C.
8" SDR -35 P.V.C.
INV.= 897.68 N
PROPOSED GRADE
8" PROPOSED WATER
897.81 W
920
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900
STUB 13 L.F. -12" SDR
35 P.V.C. 0.25%
INV.= 897.91 E
SCALE: 1"= 50'
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
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SHEET NO.
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