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RFI - P0478-26-001_Cooroy_Development_OPW
Original PDF page 20, section 1. The text section number identifies this passage in the reader.
STRUCTURE
3/B
2/B
1/B
4/C
3/C
2/C
1/C
1/D
1/E
EX/A
8/A
7/A
6/A
5/A
4/A
3/A
2/A
1/A
5/A
3/A
4/A
7/A
NAME
STRUCTURE
DESCRIPTION
STD FIELD INLET (ON GRADE)
STD FIELD INLET (ON GRADE)
STD FIELD INLET (ON GRADE)
STD FIELD INLET (ON GRADE)
STD FIELD INLET (ON GRADE)
TYPE 1 - 900mm X 900mm
TYPE 1 - 900mm X 900mm
TYPE 1 - 900mm X 900mm
TYPE 1 - 900mm X 900mm
TYPE 1 - 900mm X 900mm
TYPE 2 - 600mm X 900mm
TYPE 2 - 600mm X 600mm
TYPE 2 - 600mm X 600mm
TYPE 2 - 600mm X 600mm
TYPE 1 - 900mm X 900mm
TYPE 1 - 900mm X 900mm
TYPE 1 - 900mm X 900mm
TYPE 2 - 600mm X 900mm
TYPE 1 - 900mm X 900mm
TYPE 1 - 900mm X 900mm
TYPE 1 - 900mm X 900mm
TYPE 1 - 900mm X 900mm
TYPE 1 - 900mm X 900mm
REFER DRAWING C054
REFER DRAWING C054
EXISTING STRUCTURE
1050mm DIAMETER
DETENTION TANK
DETENTION TANK
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD MANHOLE
NOTES
1. REFER PROJECT DRAWING C040 FOR EXISTING DN100 WATER MAIN
STORMWATER DRAINAGE LAYOUT.
2. REFER PROJECT DRAWING C050 FOR
DRAINAGE CATCHMENT LAYOUT.
3. 10 YEAR MINOR STORM EVENT HAS CONTRACTOR TO POTHOLE AND
BEEN ADOPTED. LOCATE DEPTH OF WATER SERVICES
4. FIELD INLETS TO BE CONSTRUCTED IN WITHIN VERGE AND ORGANISE
ACCORDANCE WITH IPWEAW STD DRG LOWERING OF WATER MAINS AS
DS-050 Q100 HGL REQUIRED TO ENSURE MINIMUM
5. MANHOLES TO BE CONSTRUCTED IN CLEARANCE
ACCORDANCE WITH IPWEAQ STD Q10 HGL
DRGS; DS-010, DS-015, DS-018, DS-019,
DS-020, DS-021
6. ALL BEDDING AND BACKFILL TO BE IN
ACCORDANCE WITH IPWEAQ STD DRG
DS-030
7. CULVERT INLET SCREENS TO
HEADWALLS IN ACCORDANCE WITH BREAK INTO EXISTING
IPWEAQ STD DRG DS-083 PIT AND MAKE GOOD.
CONTRACTOR TO
PRESSURE CLEAN OUT
TO ENSURE FREE
DRAINAGE
0.3m
MIN.
EXISTING DN150
WATER MAIN
EXISTING 150Ø
SEWER MAIN
APPROX IL: 110.52
PIPE SIZE (mm) 150 225 225 300 375 375 375 375 150 150 225 225 225 225 225 225 150
PIPE CLASS PVC PVC PVC PVC 3 3 3 3 PVC PVC PVC PVC PVC PVC PVC 3 uPVC SN10
PIPE GRADE (%) 2.00% 2.00% 2.00% 2.00% 12.00% 12.00% 10.00% 4.77% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 12.00% 1.00% 1.99%
PIPE SLOPE (1 in X) 50.00 50.00 50.00 50.00 8.33 8.33 10.00 20.95 100.00 100.00 100.00 100.00 100.00 100.00 8.33 100.00 50.19
FULL PIPE VELOCITY (m/s) 0.67 0.84 1.11 0.98 0.46 0.72 0.70 0.70 0.37 0.81 0.50 0.43 0.81 0.80 0.83 0.39 0.98
PART FULL VELOCITY (m/s) 1.25 1.62 1.73 1.94 3.34 1.69 3.54 2.72 0.83 0.98 1.10 1.05 1.23 1.23 3.11 1.02 1.35
DATUM RL 103.0 106.0 105.0 105.0 107.0
H.G.L IN PIPE &
119.232
119.105
118.918
118.927
118.836
118.699
118.723
118.559
118.400
118.414
118.278
118.051
117.153
117.004
116.683
116.061
115.989
113.387
113.387
113.380
113.063
113.073
113.005
112.976
112.976
112.976
119.406
119.356
119.344
119.346
119.262
119.132
119.128
119.118
119.066
118.414
118.278
118.498
118.433
118.409
118.419
118.328
118.311
118.322
118.250
118.197
118.199
118.176
116.263
116.061
115.989
118.187
118.112
118.061
117.153
117.004
119.447
119.247
119.147
118.927
118.836
W.S.E IN STRUCTURE (Q10)
PIPE FLOW (Q10)
0.012 0.033 0.044 0.069 0.051 0.079 0.078 0.078 0.007 0.014 0.020 0.017 0.032 0.032 0.033 0.015 0.017
(Cumecs)
PIPE CAPACITY (Q10)
0.022 0.064 0.064 0.137 0.608 0.197 0.555 0.383 0.015 0.015 0.045 0.045 0.045 0.045 0.156 0.045 0.022
AT GRADE (Cumecs)
1.333
1.609
1.629
1.701
1.721
1.707
1.727
1.791
2.851
1.138
1.923
2.308
2.328
1.490
1.510
1.510
1.510
1.118
1.235
1.255
1.379
1.399
0.839
1.727
1.325
1.390
1.410
1.548
1.568
1.446
1.466
1.554
1.923
1.470
1.721
2.851
1.281
1.268
1.629
DEPTH TO INVERT
119.004
118.704
118.684
118.404
118.384
118.093
118.073
117.900
116.840
116.609
115.824
113.196
113.176
112.491
112.471
111.751
111.751
119.282
119.165
119.145
119.021
119.001
118.961
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