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Civil Plans 21556_20220411_Full set
Attached to the e-mail Civil & Electrical Plans - 25 Pavilion Street Pomona.
Original PDF page 12, section 1. The text section number identifies this passage in the reader.
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PIT NUMBER 2672473
S1-HB1 S1-HB2 S1-1 S1-2 S1-3 S1-4 S1-E S1-FU S1-3 S2-1 S2-HB1 S2-2 S1-4 L7-HC S2-1 L8-HC
FUTURE
EXIST
BEND
BEND
BEND
STUB
MH
MH
MH
MH
MS
MS
MS
MS
MS
HC
HC
PIT TYPE & DROP
V
V
V
V
PIT COVER CLASS
D
B
B
B
B
B
B
B
B
HC L7
HC L8
JUNCTION LINE NO
S2
S1
S1
S2
PIT SETOUT
N 7084578.068
N 7084609.333
N 7084671.653
(A) N 7084679.408
IL 85.40 (B) N 7084717.739
N 7084713.895
N 7084733.432
N 7084734.916
N 7084759.318
N 7084713.895
(B) N 7084707.337
N 7084706.119
N 7084708.915
N 7084733.432
N 7084731.270
N 7084707.337
N 7084720.938
E 485763.230
E 485760.273
E 485769.506
E 485783.600
IL 85.13 (MH) E 485789.279
(B) E 485815.225
E 485818.119
E 485818.339
E 485821.955
E 485815.225
E 485859.492
E 485867.712
E 485891.815
E 485818.119
(A) E 485832.710
E 485859.492
(A) E 485861.507
PIT SETOUT REPRESENTS THE INTERSECTION
POINT OF SEWER PIPE CENTRELINES.
WHERE NECESSARY, THE CONTRACTOR SHALL
OFFSET PITS IN ACCORDANCE WITH SEQ CODE.
(B)
(B)
HC DETAILS
IL 84.90
IL 85.87
IL 86.02
IL 87.77
IL 90.45
IL 86.10
IL 87.00
INVERT LEVEL TYPE
L 25 DS 12.50 IL 65.85 (A)
DS 24.57
DS 24.05
DS 20.74
DS 14.75
DS 13.75
DS 2.00
DS 0.00
DS 2.00
DS 5.00
DISTANCE TO D/S MH
PROPERTY IDENTIFIER (LOT NO)
L10
L6
L5
L3
L2
L1
L7
L8
L
REFER DRG C001 FOR GENERAL NOTES
REFER DRG C400 FOR SEWERAGE NOTES
PROVIDE PROTECTION OVER NEW
SEWER WHERE DEFICIENT IN COVER. DESIGN SURFACE
REFER DRG C400 FOR DETAIL.
REFER LIVE CONNECTION SCHEDULE ON DRG C400.
EXISTING SURFACE
CONSTRUCT MH OVER EXISTING SEWER.
INSTALL END CAP
CONNECT TO EXISTING MH.
REFER LIVE SEWER WORKS
SCHEDULE ON DRG C400.
≈ IL 85.77
WATER DN100
WATER DN100
WATER DN100
WATER DN100
SWD DN450
DATUM RL 73.0 76.0 74.0 76.0
BULKHEAD (B) TRENCHSTOP (T) - - - - - - - - - 1T 3T (6.1m) - -
AS PER THE REQUIREMENTS OF SEQ CODE
Ø150 Ø150 Ø150 Ø150 Ø150 Ø150 Ø150 Ø150 Ø150 Ø150 Ø150 Ø150 Ø150
PIPE DIAMETER & CLASS PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 FUTURE PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8
(%) 0.550% 0.550% 0.550% 0.550% 0.550% 1.000% 1.000% 1.000% 2.380% 12.830% 12.830% 3.711% 4.364%
PIPE GRADE (1 in ...) 181.818 181.818 181.818 181.818 181.818 100.000 100.000 100.000 42.022 7.794 7.794 26.945 22.917
PIPE LENGTH 31.405 63.000 16.087 38.750 26.229 19.750 1.500 24.669 44.750 8.310 24.264 14.750 13.750
C:\Users\DES2\Dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
1.404
1.384
1.184
1.184
0.602
0.602
1.122
1.082
1.330
1.290
1.943
1.903
1.975
1.975
1.968
1.968
1.943
1.923
2.001
2.001
1.757
1.757
1.400
1.975
1.975
1.508
2.001
2.001
1.510
1.845
DEPTH TO INVERT
84.150
84.170
84.343
84.343
84.689
84.689
84.778
84.818
85.031
85.071
85.215
85.255
85.453
85.453
85.468
85.468
85.714
85.215
85.235
86.300
86.300
87.366
87.366
90.479
85.453
85.453
86.000
86.300
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