HomeMy WebLinkAboutC501 Sanitary Sewer Plan & ProfileSTREET B
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APPROXIMATE LOCATION OF THE
STULTZ ALMOND LEGAL DRAIN EASEMENT
(75' ON BOTH SIDES OF THE FIELD TILE)
AS SCALED FROM COUNTY
SURVEYOR'S LEGAL DRAIN NAPS
(WILL BE RECONSTRUCTED/ ABANDONED
AS PART OF THE TRAILS AT HAYDEN RUN
DEVELOPMENT)
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SCALE: 1"=50' HOR.
1"=5' VERT.
3
3
1
1
1
1
920
910
V. C
.V.C.
CuTAID•
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.
C501
JOB No.47175S1
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REVISIONS
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T.C.= 916.00
PROPOSED GRADE
327 L.F.
4
8" SDR_35 p v C.
15" R.C.P.
INV.= 910.02
EXIST"' G GRADE
12"
INV. =910 83
908.62 N
116 L.F.
6: 0.45% 908 N
8" SDR -35 P.V.C.
DROP PIPE
CONC. ENCASED
DROP PIPE
INV.= 902.44
165 L.F. 0.45% 8" SDR -35 P.V.C.
320 L.F. 0.45%
95 L.F.
900.49 S
8" SDR 33 P.V.C.
0.45%
8" SDR -35 P.V.C.
12" SDR -35
8" SDR -35 P.V.C.
INV. =900.59 NE
898. NW
1
898.11 s
897
INV.= 897.28
12" SDR -35
INV. =897.18
STREET B
I-
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HOLE 708 i O
10 +21 KH2iLE95707
S A. 5 +79
STA. 0 +00 N�
STA. 04
920
910
L
P
72
39
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W N O
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7 II
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Q U
(/)H-
7
7
7
7
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3
QD
0
N.
W
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0
2
APPROXIMATE LOCATION OF THE
STULTZ ALMOND LEGAL DRAIN EASEMENT
(75' ON BOTH SIDES OF THE FIELD TILE)
AS SCALED FROM COUNTY
SURVEYOR'S LEGAL DRAIN NAPS
(WILL BE RECONSTRUCTED/ ABANDONED
AS PART OF THE TRAILS AT HAYDEN RUN
DEVELOPMENT)
O
SCALE: 1"=50' HOR.
1"=5' VERT.
3
3
1
1
1
1
920
910
V. C
.V.C.
CuTAID•
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.
C501
JOB No.47175S1
00
w
F--
Q
0
0
F
0
N)
z
0
z
Q
(f
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LAND SURVEYORS
CONSULTING ENGINEERS
REMSE PER TAO COMMENTS
REVISIONS