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0 <br />950 <br />945 <br />940 <br />935 <br />930 <br />925 <br />920 <br />915 <br />910 <br />905 <br />900 <br />LT <br />.. <br />.......... <br />f <br />Niiii <br />I I I I I I I <br />i i > > i i <br />n <br />L SMH100 <br />STA: 0+26 <br />ffMnmmmf n <br />RIM:930.63 <br />INV IN:926.04 8" PVC =300' of 8" PVC @ 0.40% <br />_INV OUT:925.95 8" PVC <br />4 <br />v <br />v <br />v <br />v <br />QMH -001, 100-HWL <br />O <br />_1M N <br />SEE DETAIL HU -SS -2 57' of 8" PVC @ 0.40% <br />ON PLAN SHEET C4.5 ) <br />SMH 105 n <br />STA: 13+12 EXISTING SANITARY MANHOLE <br />RIM:925.70 STA: 13+68 <br />INV IN:920.81 8" PVC RIM:924.43 <br />INV IN:920.81 8" PVC Q INV IN:907.10 8" PVC <br />INV OUT:907.33 8" PVC <br />FAWW i <br />A <br />�l � IIIyYo <br />v <br />v <br />M z co m 0 <br />z o 'o^ <br />...... 0 m z C= _ <br />z N N N Z m -' r D z CO <br />M 4� v co co C/) m o <br />U7OO m 00 Z> N <br />ul O O N <br />z <br />o n <br />O <br />NWL <br />10OT,0, y� WL <br />- 700_HW ^ <br />lM - lM o <br />m m m I <br />z <br />zoom o <br />CD <br />m'o�ti <br />co c0 o o ^ SMH 104 <br />I T po W y m fi m �� STA: 10+82 <br />cn C:) ZI RIM:929.48 <br />J INV IN:921.74 8" PVC <br />I = <br />INV OUT:921.74 8" PVC <br />o <br />fi fi fi fi � fi fi fi n <br />> <br />WL n <br />J 0 <br />0 <br />WL _ O ^ <br />LL o <br />v <br />QMH -001, QMH -001 QMH -001, QMH -001, <br />v 268' of 8" PVC @ 0.40% <br />rt > > <br />SMH101 <br />STA: 3+26 <br />RIM:930.48 <br />INV IN:924.75 8" PVC <br />INV IN:925.00 8" PVC <br />INV OUT:924.75 8" PVC 4- <br />v v <br />v <br />SANITARY <br />n <br />J <br />C7 o <br />U <br />CD <br />z <br />z <br />LT <br />.. <br />.......... <br />f <br />Niiii <br />I I I I I I I <br />i i > > i i <br />n <br />L SMH100 <br />STA: 0+26 <br />ffMnmmmf n <br />RIM:930.63 <br />INV IN:926.04 8" PVC =300' of 8" PVC @ 0.40% <br />_INV OUT:925.95 8" PVC <br />4 <br />v <br />v <br />v <br />v <br />QMH -001, 100-HWL <br />O <br />_1M N <br />SEE DETAIL HU -SS -2 57' of 8" PVC @ 0.40% <br />ON PLAN SHEET C4.5 ) <br />SMH 105 n <br />STA: 13+12 EXISTING SANITARY MANHOLE <br />RIM:925.70 STA: 13+68 <br />INV IN:920.81 8" PVC RIM:924.43 <br />INV IN:920.81 8" PVC Q INV IN:907.10 8" PVC <br />INV OUT:907.33 8" PVC <br />FAWW i <br />A <br />�l � IIIyYo <br />v <br />v <br />M z co m 0 <br />z o 'o^ <br />...... 0 m z C= _ <br />z N N N Z m -' r D z CO <br />M 4� v co co C/) m o <br />U7OO m 00 Z> N <br />ul O O N <br />z <br />o n <br />O <br />NWL <br />10OT,0, y� WL <br />- 700_HW ^ <br />lM - lM o <br />m m m I <br />z <br />zoom o <br />CD <br />m'o�ti <br />co c0 o o ^ SMH 104 <br />I T po W y m fi m �� STA: 10+82 <br />cn C:) ZI RIM:929.48 <br />J INV IN:921.74 8" PVC <br />I = <br />INV OUT:921.74 8" PVC <br />o <br />fi fi fi fi � fi fi fi n <br />> <br />WL n <br />J 0 <br />0 <br />WL _ O ^ <br />LL o <br />v <br />QMH -001, QMH -001 QMH -001, QMH -001, <br />v 268' of 8" PVC @ 0.40% <br />rt > > <br />SMH101 <br />STA: 3+26 <br />RIM:930.48 <br />INV IN:924.75 8" PVC <br />INV IN:925.00 8" PVC <br />INV OUT:924.75 8" PVC 4- <br />v v <br />v <br />SANITARY <br />on <br />�IN <br />11 <br />SMH 103 <br />STA: 7+80 <br />RIM:932.65 <br />INV IN:922.94 8" PVC <br />INV OUT:922.94 8" PVC <br />I <br />I <br />50 100 <br />ZISCALE IN FEET <br />n <br />m <br />C7 o <br />U <br />CD <br />z <br />z <br />z <br />Q a� O <br />SMH102 <br />LuU <br />STA: 5+95 <br />O <br />RIM:930.71 <br />SMH100 <br />STA: 0+26 <br />RIM:930.63 <br />INV IN:926.04 8" PVC <br />INV OUT:925.95 8" PVC <br />INV IN:923.68 8" PVC <br />SMH 101 <br />STA: 3+26 <br />RIM:930.48 <br />INV IN:924.75 8" PVC <br />INV IN:925.00 8" PVC <br />INV OUT:924.75 8" PVC <br />INV IN:925.00 8" PVC <br />SMH102 <br />STA: 5+95 <br />ZIRIM:930.71 <br />INV IN:923.68 8" PVC <br />INV IN:925.00 8" PVC <br />INV OUT:923.68 8" PVC <br />INV OUT:923.68 8" PVC <br />'c* 10 <br />185' of 8" PVC @ 0.40% <br />r <br />Z w <br />0 = <br />on <br />�IN <br />11 <br />SMH 103 <br />STA: 7+80 <br />RIM:932.65 <br />INV IN:922.94 8" PVC <br />INV OUT:922.94 8" PVC <br />I <br />I <br />50 100 <br />ZISCALE IN FEET <br />0+00 <br />1+00 <br />2+00 <br />3+00 <br />4+00 <br />5+00 <br />6+00 <br />7+00 <br />8+00 <br />9+00 <br />10+00 <br />11+00 <br />12+00 <br />Know what's below. <br />0111 before you dig. <br />13+00 <br />950 <br />945 <br />940 <br />935 <br />930 <br />925 <br />920 <br />915 <br />910 <br />905 <br />900 <br />14+00 <br />STATE LAW: 48 HOURS BEFORE EXCAVATING OR <br />DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION <br />OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES <br />UTILITY OWNED LINES BUT NOT PRIVATE LINES. <br />THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN <br />IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN <br />INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL <br />UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED <br />BEFORE COMMENCING WORK. <br />N <br />H <br />Q 2 <br />C7 o <br />U <br />W <br />w <br />z <br />z <br />z <br />Q a� O <br />LuU <br />01)0 <br />Lu <br />SMH100 <br />STA: 0+26 <br />RIM:930.63 <br />INV IN:926.04 8" PVC <br />INV OUT:925.95 8" PVC <br />a --i Q dl w <br />_ d <br />SMH 101 <br />STA: 3+26 <br />RIM:930.48 <br />INV IN:924.75 8" PVC <br />INV IN:925.00 8" PVC <br />INV OUT:924.75 8" PVC <br />cn QmN <br />SMH102 <br />STA: 5+95 <br />ZIRIM:930.71 <br />INV IN:923.68 8" PVC <br />INV IN:925.00 8" PVC <br />INV OUT:923.68 8" PVC <br />0 0 U.)U <br />'c* 10 <br />SMH 104 <br />STA: 10+82 <br />RIM:929.48 <br />INV IN:921.74 8" PVC <br />INV OUT:921.74 8" PVC <br />r <br />Z w <br />0 = <br />10 <br />Q w r a <br />U p � w <br />v <br />�pz <br />SMH 103 <br />STA: 7+80 <br />RIM:932.65 <br />IN:922.94 8" PVC <br />INV OUT:922.94 8" PVC - <br />EXISTING SANITARY MANHOLE <br />STA: 13+68 <br />RIM:924.43 <br />INV IN:907.10 8" PVC <br />EXISTING <br />- <br />GRADEINV <br />m <br />h ~ Z <br />< O~ Q Z <br />LL <br />Qw O <br />28 of 8" PVC @ 1.661 <br />FINISH GRADE <br />300' of 8" PVC @ 0.40% <br />268' of 8" PVC @ 0.407. <br />85' of 8" PVC @ 0.40% <br />U <br />www <br />O o J <br />wW Q <br />< <br />� <br />Q <br />o <br />r <br />m <br />299' of 8" PVC @ 0.40% <br />Lu <br />232' of 8" PVC @ 0.40% <br />z <br />O <br />P <br />IL <br />SMH 105 <br />O <br />V) <br />L3 <br />STA: 13+ 12 <br />RIM:925.70 <br />INV IN:920.81 8" PVC <br />INV IN:920.81 8" PVC <br />0 <br />Lu <br />W <br />INV OUT:907.33 8" PVC <br />57' of 8" PVC @ 0.40% <br />Lli <br />0 <br />Z � <br />0 <br />w_ Q <br />cn � <br />Z ~ J <br />Q w Q <br />0+00 <br />1+00 <br />2+00 <br />3+00 <br />4+00 <br />5+00 <br />6+00 <br />7+00 <br />8+00 <br />9+00 <br />10+00 <br />11+00 <br />12+00 <br />Know what's below. <br />0111 before you dig. <br />13+00 <br />950 <br />945 <br />940 <br />935 <br />930 <br />925 <br />920 <br />915 <br />910 <br />905 <br />900 <br />14+00 <br />STATE LAW: 48 HOURS BEFORE EXCAVATING OR <br />DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION <br />OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES <br />UTILITY OWNED LINES BUT NOT PRIVATE LINES. <br />THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN <br />IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN <br />INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL <br />UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED <br />BEFORE COMMENCING WORK. <br />N <br />H <br />Q 2 <br />C7 o <br />U <br />W <br />w <br />z <br />z <br />z <br />Q a� O <br />LuU <br />01)0 <br />Lu <br />Ln <br />C: V' cV or_ <br />a --i Q dl w <br />_ d <br />JM V) <br />cn QmN <br />c:1-- ri <br />0 0 U.)U <br />'c* 10 <br />M <br />r <br />Z w <br />0 = <br />10 <br />Q w r a <br />U p � w <br />v <br />�pz <br />Ute¢= <br />X -0<L `\ <br />V <br />N w Q w <br />Q r ~ N <br />< w <br />m <br />h ~ Z <br />< O~ Q Z <br />LL <br />Qw O <br />H <br />r <br />} _ w <br />lL i <br />ww <br />Lu � <br />a� O <br />w <br />U <br />www <br />O o J <br />wW Q <br />< <br />� <br />Q <br />o <br />r <br />m <br />Lu <br />z <br />O <br />P <br />IL <br />O <br />V) <br />L3 <br />0 <br />Lu <br />W <br />Lli <br />0 <br />Z � <br />0 <br />w_ Q <br />cn � <br />Z ~ J <br />Q w Q <br />0 ri Z <br />>G O � <br />zQ <br />J <br />Cv <br />Lu <br />Q <br />_ <br />w w Q <br />cn <br />j w w <br />p <br />� Q <br />U = m <br />U <br />JOB No: 171316 <br />DATE: 04/10/2018 <br />DRAWN BY: Cio <br />DESIGNED BY: ECR <br />SHEET: <br />C403 <br />