HomeMy WebLinkAbout18 C502 Sanitary Sewer Planr
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WYE LAT.
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STA. 2 +25
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WYE LAT.
STA. 1+66
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WYE LAT.
STA. 1+35
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79 L.F. -6"
WYE LAT.
STA. 0 +76
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11 L.F. -6"
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STA. 0 +45
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SCALE: 1"=50' HOR.
1"=5' VERT.
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STA. 3 +45
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STA. 2 +55
32
14 L.F. -6"
WYE LAT.
STA. 2 +25
43
75 L.F. -6"
WYE LAT.
STA. 1+64
42
33
15 L.F. -6"
WYE LAT.
STA. 1+35
34
17 L.F. -6"
WYE LAT.
STA. 0 +45
THR
STA. 2 +28 NW
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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
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SHEET NO.
C502
JOB NO.45370EQU
SA4537051\dwg\C502-Sanitary Plan Profile.dwg, Layout', 2/28/2005 8:04:43 AM, zmaggard, 1:1
CONSULTING ENGINEERS LAND SURVEYORS
REV. MANHOLE LABELS
REVISIONS
SEE SHEET
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17 L.F. -6"
WYE LAT.
STA. 1+22
25
49
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13 L.F. -6"
WYE LAT.
STA. 0 +44
F-
S
48
79 L.F. -6"
WYE LAT.
STA. 3 +43
27
p 20 oa T R
11 L.F. -6"
WYE LAT.
STA. 3 +15
79 L.F. -6"
WYE LAT.
STA. 2 +56
28
11 L.F. -6"
WYE LAT.
STA. 2 +25
47
79 L.F. -6"
WYE LAT.
STA. 1+66
46
11 L.F. -6"
WYE LAT.
STA. 1+35
M
29
79 L.F. -6"
WYE LAT.
STA. 0 +76
45
30
11 L.F. -6"
WYE LAT.
STA. 0 +45
M
SCALE: 1"=50' HOR.
1"=5' VERT.
78 L.F. -6"
WYE LAT.
STA. 3 +45
44
31
fHOLE8O8
rHR
S TREET F
L.F. -6•' YE LAT. A. 3 +15 L.F. -6" YE LAT. A. 3 +15
77 L.F. -6"
WYE LAT.
STA. 2 +55
32
14 L.F. -6"
WYE LAT.
STA. 2 +25
43
75 L.F. -6"
WYE LAT.
STA. 1+64
42
33
15 L.F. -6"
WYE LAT.
STA. 1+35
34
17 L.F. -6"
WYE LAT.
STA. 0 +45
THR
STA. 2 +28 NW
920
910
35
897.55
35
v V. J L. I I v v. V J
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
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SHEET NO.
C502
JOB NO.45370EQU
SA4537051\dwg\C502-Sanitary Plan Profile.dwg, Layout', 2/28/2005 8:04:43 AM, zmaggard, 1:1
CONSULTING ENGINEERS LAND SURVEYORS
REV. MANHOLE LABELS
REVISIONS
SEE SHEET