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Plans for Approval
Original PDF page 12, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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PIT NUMBER 2672473
S1-HB1 S1-HB2 S1-1 S1-2 S1-3 S1-4 S1-E S1-3 S2-1 S2-HB1 S2-2 S1-4 L7-HC S2-1 L8-HC TOD CONSULTING ON 16.06.2022 CERTIFY THAT:
1. THIS PLAN HAS BEEN ASSESSED IN ACCORDANCE WITH THE SEQ CODE;
EXIST
BEND
BEND
BEND
END
CAP
2. THE CONSTRUCTION OF THE WORKS MUST ONLY BE UNDERTAKEN IN
MH
MH
MH
MS
MS
MS
MS
MS
MS
HC
HC
PIT TYPE & DROP
V
V
V
V
ACCORDANCE WITH THIS PLAN; AND
3. NO VARIATIONS OR AMENDMENTS ARE PERMITTED EITHER BEFORE OR
PIT COVER CLASS
D
B
B
B
B
B
B
B
B
DURING CONSTRUCTION WITHOUT THE APPROVAL OF UNITYWATER.
HC L7
HC L8
SIGNED
JUNCTION LINE NO
S2
S1
S1
S2
PIT SETOUT
N 7084578.068
N 7084610.516
N 7084669.868
(A) N 7084679.408
N 7084717.739
N 7084713.895
N 7084733.432
N 7084758.329
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 485750.492
E 485759.285
E 485783.600
IL 85.13 (MH) E 485789.279
(B) E 485815.225
E 485818.119
E 485821.808
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.
IL 85.40 (B)
(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 34.50
DS 24.57
DS 24.05
DS 20.74
DS 14.75
DS 13.75
DS 2.00
DS 0.00
DS 5.00
DISTANCE TO D/S MH
PROPERTY IDENTIFIER (LOT NO)
L10
L5
L6
L3
L2
L1
L7
L8
L
REFER DRG C001 FOR GENERAL NOTES
REFER DRG C400 FOR SEWERAGE NOTES
PROVIDE PROTECTION OVER NEW SEWER
IN SHOWGROUNDS AS PER AGREEMENT.
REFER DRG C400 FOR DETAIL.
PROVIDE FILL OVER NEW SEWER
WHERE DEFICIENT IN COVER. DESIGN SURFACE
REFER DRG C400 FOR DETAIL.
REFER LIVE CONNECTION SCHEDULE ON DRG C400.
EXISTING SURFACE
INSTALL END CAP
CONSTRUCT MH OVER EXISTING SEWER.
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
PIPE DIAMETER & CLASS PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8 PVC-SN8
(%) 0.550% 0.550% 0.550% 0.550% 0.550% 1.000% 1.000% 2.430% 12.830% 12.830% 3.863% 4.364%
PIPE GRADE (1 in ...) 181.818 181.818 181.818 181.818 181.818 100.000 100.000 41.159 7.794 7.794 25.889 22.917
PIPE LENGTH 34.859 60.000 26.119 38.750 26.229 19.750 25.169 44.750 8.310 24.264 14.750 13.750
1.404
1.384
1.091
1.091
0.600
0.600
1.065
1.065
1.313
1.313
1.965
1.925
1.998
1.998
1.875
1.965
1.945
2.001
2.001
1.757
1.757
1.400
1.998
1.998
1.508
2.001
2.001
1.510
DEPTH TO INVERT
\\tod-fs02\dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
84.150
84.170
84.362
84.362
84.692
84.692
84.835
84.835
85.049
85.049
85.193
85.233
85.430
85.430
85.682
85.193
85.213
86.300
86.300
87.366
87.366
90.479
85.430
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