Original source · versioned page text
16-003302-4312
From the archive 16-003302- Stage 4&5.zip, inside Operational Works Application OPW17/0055. File date in the archive: 2017-02-10 15:27.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
3
8
7
6
5
4
2
A
REVISION
DATE
LINE
NAME
NOTE:
PROFILE.
(Cumecs)
ACCEPTED.
PIPE FLOW
ISSUE DETAILS
STRUCTURE
STRUCTURE
30.01.17 ORIGINAL ISSUE
DESCRIPTION
OVERLAND FLOW.
H.G.L IN PIPE &
PIPE CAPACITY
PIPE GRADE (%)
MODELLED Q100 EVENT
DEPTH TO INVERT
PIPE SLOPE (1 in X)
AT GRADE (Cumecs)
PRIOR TO CONSTRUCTION.
RUNNING CHAINAGE
PIPE SIZE mm (Class)
W.S.E IN STRUCTURE
SETOUT COORDINATES
INVERT LEVEL OF DRAIN
DESIGN SURFACE LEVEL
FULL PIPE VELOCITY (m/s)
PART FULL VELOCITY (m/s)
1. NOTWITHSTANDING THE STORMWATER
CONTRIBUTES TO OVERLAND FLOW. FLOOD
STRUCTURE LEVELS SHOWN, THE COVER OR
2. THE PIPE CLASSES HAVE BEEN DESIGNED FOR
PIPE CLASSES IF NECESSARY IN ACCORDANCE
PARTIALLY DOWNSTREAM AND THE REMAINING
5. DRAINAGE SYSTEM FOR STAGES 4 & 5 HAS BEEN
DESIGNED TO MAXIMISE CAPTURE AND MINIMISE
SERVICE LOADS ONLY. THE CONTRACTOR SHALL
ASSESS ANTICIPATED LOADS AND UPGRADE THE
WITH AS 3725-2007. CRACKED PIPES WILL NOT BE
4. SURCHARGE DURING A Q100 EVENT IS PICKED UP
WIDTHS DO NOT EXCEED ROAD RESERVE DURING
3. CONTRACTOR TO CHECK EXISTING CONNECTIONS
GRATE LEVEL SHALL SUIT THE FINISHED SURFACE
0.000 E 425.719 104.634 103.866 STD FIELD INLET 1/L
N 1107.878 103.559 1.074 103.757 600x900 TYPE 1 'V' GRATE
DATUM RL 88.0
300
1.68
0.91
0.116
0.064
70.00
(PVC)
1.43%
25.000
103.417 SEWER LINE 23 100 DIA. R.L. 102.89
25.000 E 450.718 104.362 103.202 1.160 103.417 STD FIELD INLET 2/L
N 1108.083 103.127 1.235 103.368 600x900 TYPE 1 'V' GRATE
WATER 100mm DIA
375
1.91
0.97
0.210
0.107
70.00
ELECTRICAL
(PVC)
1.43%
25.500
102.979
DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
50.500 E 476.218 104.086 102.763 1.323 102.979 STD MANHOLE 1050mm 3/L
NA
DRAWN
N 1108.292 102.613 1.473 102.948 600x900 TYPE 1 'V' GRATE
BF
525
2.12
1.13
0.449
0.246
91.95
(PVC)
DESIGN
1.09%
26.000
102.731
76.500 E 502.217 103.804 102.330 1.474 102.731 STD FIELD INLET 4/L
N 1108.505 102.310 1.494 102.684 600x900 TYPE 1 'V' GRATE
DRAWN
DESIGN
ELECTRICAL
525
2.23
1.41
0.450
0.305
91.49
(PVC)
1.09%
25.312
102.370
WATER 150mm DIA
MINOR HGL Q10
101.812 E 527.553 103.529 102.033 1.496 102.370 STD MANHOLE 1050mm DIA 5/L
STATUS
N 1108.651 101.958 1.571 102.348 WITH 600x900 TYPE 1 'V' GRATE
APPROVED
1.95
1.25
0.512
0.354
0.70%
600 (2)
27.834
143.88
102.211
129.646 E 555.361 103.227 101.765 1.463 102.211 STD MANHOLE 1050mm DIA 6/L
ANDREW McPHAIL
N 1108.940 101.745 1.483 102.165 WITH 600x900 TYPE 1 'V' GRATE
2.13
1.45
0.549
0.410
0.80%
600 (2)
25.196
125.00
102.023
154.842 E 580.556 102.954 101.543 1.411 102.023 STD MANHOLE 1050mm DIA 7/L
N 1109.147 101.523 1.431 101.970 WITH 600x900 TYPE 1 'V' GRATE
RPEQ 6921
FOR APPROVAL
2.39
1.64
NOT FOR CONSTRUCTION
0.614
0.465
1.00%
600 (2)
26.000
100.00
L
101.654
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
180.842 E 606.555 102.672 101.263 1.409 101.584 STD MANHOLE 1050mm DIA 8/L
N 1109.360 101.113 1.559 101.558 WITH 600x900 TYPE 1 'V' GRATE
3.01
1.17
1.453
0.519
58.75
1.70%
750 (2)
26.000
101.182
SCALE
206.842 E 632.554 102.390 100.671 1.719 101.192 STD MANHOLE 1050mm DIA 9/L
1:200
1:100
1:2000
1:1000
N 1109.573 100.651 1.739 101.118 WITH 600x900 TYPE 1 'V' GRATE
2
10
150 L/s SURCHARGE
REFER NOTE 4 ASIDE
2.54
1.29
1.114
0.571
DURING A Q100 EVENT.
1.00%
750 (2)
25.762
100.00
1
0
100.892
232.604 E 658.316 102.111 100.393 1.718 100.892 STD MANHOLE 1050mm DIA 10/L
0
WATER 150mm DIA
10
N 1109.784 100.373 1.738 100.855 WITH 600x900 TYPE 1 'V' GRATE
3.60
1.37
20
1.752
0.607
40.41
2.47%
100.761
750 (2)
10.440
243.045 E 668.340 101.902 100.115 1.787 100.771 STD MANHOLE 1200mm DIA 11/L
VERTICAL
HORIZONTAL
2
30
N 1106.866 100.095 1.807 100.601 WITH 600x900 TYPE 1 'V' GRATE
SEWER LINE 22 150 DIA. R.L. 99.32
40
2.63
1.51
1.114
0.668
1.00%
750 (2)
31.929
100.00
100.241 WATER 100mm DIA
274.974 E 673.815 101.520 99.775 1.745 100.273 STD MANHOLE 1350mm DIA 12/L
4
50
N 1075.410 99.625 1.895 100.133 SEWER LINE 17 150 DIA. R.L. 99.12 WITH 600x900 TYPE 1 'V' GRATE
A3
A1
A3
A1
ELECTRICAL
1.89
1.10
1.145
0.698
0.40%
900 (2)
27.283
250.00
100.034
302.257 E 701.097 101.245 99.516 1.729 100.034 STD MANHOLE 1200mm DIA 13/L
CLIENT
N 1075.633 99.496 1.749 100.011 WITH 600x900 TYPE 1 'V' GRATE
SEWER LINE 16 100 DIA. R.L. 99.05
2.10
1.20
1.281
0.765
0.50%
900 (2)
26.500
200.00
99.998
328.757 E 727.596 100.855 99.364 1.491 100.014 STD MANHOLE 1500mm DIA See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 1 section
Section 2
14/L
N 1075.850 99.344 1.511 99.867 WITH 600x900 TYPE 1 'V' GRATE
2.12
1.24
1.281
0.790
0.50%
99.761
900 (2)
18.755
200.00
347.512 E 732.767 100.288 99.250 1.038 99.761 900Ø PRECAST HEADWALL 15/L
N 1093.878 99.250 1.038 99.761
0.000 E 668.230 102.010 101.174 STD FIELD INLET 1/N
PALM LAKE WORKS PTY LTD
N 1120.365 100.999 1.011 101.130 SEWER LINE 17 150 DIA. R.L. 100.06 600x900 TYPE 1 'V' GRATE
N
87.0
225
1.70
0.63
0.075
0.025
35.63
(PVC)
2.81%
100.761
13.500
13.500 E 668.340 101.902 100.620 1.282 100.771 11/L
N 1106.866 100.095 1.807 100.601
-25.379 E 466.179 104.631 103.734 STD FIELD INLET 1/P
C 2015
N 1064.708 103.381 1.250 103.706 WATER 100mm DIA
600x900 TYPE 1 'V' GRATE
90.0
300
1.20
0.41
0.097
0.029
(PVC)
1.00%
26.752
100.00
103.682
1.373 E 465.960 104.400 103.113 1.286 103.683 STD FIELD INLET 2/P
N 1091.459 103.093 1.306 103.554 600x900 TYPE 1 'V' GRATE
P
300
1.37
1.37
0.097
0.097
(PVC)
1.00%
103.431
12.216
100.00
13.590 E 465.860 104.301 102.971 1.330 103.444 ELECTRICAL STD FIELD INLET 3/P
N 1103.675 102.951 1.350 103.266 600x900 TYPE 1 'V' GRATE
www.calibreconsulting.co
300
1.45
1.45
0.097
0.103
(PVC)
1.00%
103.138
11.340
100.00
24.930 E 476.218 104.086 102.838 1.248 102.979 3/L
N 1108.292 102.613 1.473 102.948
0.000 E 669.133 101.502 100.992 CUSTOM SPLITTER MANHOLE 9/H LOW
N 1009.556 100.236 1.266 100.641 900x900 FLUSH GRATE FLOW
PROJECT
91 L/s SURCHARGE
REFER DETAIL ON DRG 4315
DISCLAIMER
87.0
REFER NOTE 4 ASIDE
525
1.60
1.34
HA
0.305
0.289
(PVC)
0.50%
22.494
199.41
DURING A Q100 EVENT.
100.487
22.494 E 669.856 101.652 100.123 1.529 100.487 EXISTING PIPE STUB 1/HA
N 987.074 100.123 1.529 100.487
STAGE 3
PALM LAKE RESORT
19 TRADING POST ROAD - COOROY
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
STUB AS PROVIDED AS PART OF
PROJECT No.
JOIN NEATLY INTO EXISTING 525Ø
DRAWING TITLE
STAGE 1A WORKS AND MAKE GOOD
16-003302
DRAWING No.
SHEET 2 OF 2
4312
STORMWATER DRAINAGE
LONGITUDINAL SECTIONS
A
REVISION
N.S.C. REF NO. MCU15/0111 & REC15/0031