Original source · versioned page text
16-003302-3306(A)
From the archive 16-003302- Proposed Stage 3 Plans.zip, inside Operational Works Application OPW16/0345. File date in the archive: 2016-12-23 11:13.
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.
ISSUE DETAILS
PIPE FLOW
21.12.16 ORIGINAL ISSUE
STRUCTURE
STRUCTURE
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)
REMOVE EXISTING TEMPORARY
PART FULL VELOCITY (m/s)
1. NOTWITHSTANDING THE STORMWATER
DIA. MANHOLE OVER END OF PIPE.
HEADWALL AND CONSTRUCT 1050mm
5. DRAINAGE SYSTEM FOR STAGE 3 HAS BEEN
CONTRIBUTES TO OVERLAND FLOW. FLOOD
STRUCTURE LEVELS SHOWN, THE COVER OR
INDICATES FULLY BENCHED MANHOLE
2. THE PIPE CLASSES HAVE BEEN DESIGNED FOR
PIPE CLASSES IF NECESSARY IN ACCORDANCE
PARTIALLY DOWNSTREAM AND THE REMAINING
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 794.724 102.285 101.612 FIELD INLET 1/AB
N 906.334 101.124 1.160 101.499 600x900 FLUSH GRATE
DATUM RL 87.0
2.49
0.48
18.337
0.395
0.053
19.68
5.08%
100.550
375 (2)
EXISTING
18.337 E 796.913 102.116 100.192 1.923 100.550 STD MANHOLE 2/AB
ELECTRICAL
AB
N 924.539 100.172 1.943 100.547 1.77m 1050mm DIA
CLEARANCE SEWER LINE 12 100 DIA. I.L. 99.800
0.99
0.47
18.316
0.111
0.052
0.40%
100.264
375 (2)
250.00
36.653 E 803.379 101.185 100.099 1.086 99.881 STD MANHOLE 1800mm DIA 2/T
DocuSign Envelope ID: 69D49415-881C-4D35-BC9B-DE8DA1B3BB93
HT
N 941.676 98.655 2.530 99.705 WITH 600x900 TYPE 1 'V' GRATE
DRAWN
REFER DETAIL ON DRG 3307
0.000 E 795.160 101.767 101.152 FIELD INLET
BF
1/Q
DESIGN
N 883.978 99.878 1.889 100.930 900x900 FLUSH GRATE
88.0
Q
DRAWN
DESIGN
1.89
0.79
1.281
0.502
0.50%
900 (2)
38.420
200.00
EXISTING
100.900
38.420 E 833.435 101.801 99.686 2.115 100.900 GULLY PIT (SAG) 8/T
STATUS
N 887.305 99.666 2.135 100.721 L.I.L; 2.4m Lintel; MK&C
APPROVED
ANDREW McPAIL
121.954 E 827.595 103.237 101.864 1.373 102.155 MANHOLE 9/T
N 855.971 101.158 2.079 101.983 1500mm DIA
REMOVE EXISTING TEMPORARY
FIELD INLET OVER END OF PIPE.
89.0
177 L/s SURCHARGE
REFER NOTE 4 ASIDE
DURING A Q100 EVENT.
RPEQ 6921
FOR APPROVAL
HEADWALL AND CONSTRUCT 1200x1200
3.028
0.409
3.95
0.77
NOT FOR CONSTRUCTION
22.49
4.45%
825 (2)
EXISTING
31.874
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
100.900
153.828 E 833.435 101.801 99.741 2.060 100.900 GULLY PIT (SAG) 8/T
T
N 887.305 99.666 2.135 100.721 L.I.L; 2.4m Lintel; MK&C
SCALE
11.743
2.26
1.74
1:500
1:250
1.280
1.106
0.50%
100.677
900 (2)
200.09
165.572 E 843.803 101.690 99.607 2.083 100.677 ELECTRICAL CUSTOM FIELD INLET 7/T
5
N 892.821 99.457 2.233 100.677 1200x1200
7.705
2.31
1.29
1.932
1.119
0.50%
100.665
1050(2)
200.00
173.277 E 851.093 101.803 99.419 2.385 100.666 SEWER LINE 13 100 DIA. I.L. 100.52 STD MANHOLE 1500mm DIA 6/T
0
N 895.317 99.399 2.405 100.596 ELECTRICAL WITH 600x900 TYPE 1 'V' GRATE
9.204
2.31
1.29
1.932
1.121
0.50%
100.580
1050(2)
200.00
*
182.481 E 854.403 101.730 99.353 2.377 100.586 STD MANHOLE 5/T
5
N 903.905 99.333 2.397 100.533 WATER 100mm DIA 1800mm DIA
21.249
2.31
0.99
2.758
1.120
0.50%
100.285
1200(2)
200.00
203.730 E 837.324 101.551 99.226 2.325 100.285 WATER 100mm DIA STD MANHOLE 1500mm DIA 4/T
10
N 916.548 99.206 2.345 100.256 WITH 600x900 TYPE 1 'V' GRATE
A3
A1
30.000
2.34
1.37
1.932
1.184
0.50%
100.113
1050(2)
200.00
233.730 E 813.212 101.299 99.056 2.243 100.113 STD MANHOLE 1350mm DIA 3/T
N 934.397 99.036 2.263 100.086 WITH 600x900 TYPE 1 'V' GRATE
CLIENT
12.234
4.55
1.41
4.694
1.219
33.87
2.95%
99.846
1050(2)
*
245.965 E 803.379 101.185 98.675 2.510 99.881 STD MANHOLE 1800mm DIA 2/T
MINOR HGL Q10
N 941.676 98.655 2.530 99.705 WITH 600x900 TYPE 1 'V' GRATE
EXISTING SURFACE
REFER DETAIL ON DRG 3307
21.983
2.98
1.49
2.583
1.288
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
0.89%
1050(2)
99.512
111.88
267.948 E 816.458 100.672 98.459 2.214 99.512 STD MANHOLE 1/T
N 959.345 98.439 2.234 99.489 1350mm DIA
42.637
3.89
1.48
3.704
1.285
54.41
1.84%
98.708
1050(2)
310.585 E 842.920 99.667 97.655 2.012 98.708 STD MANHOLE 1A/T
N 992.777 97.635 2.032 98.685 1350mm DIA
42.779
3.20
1.48
2.843
1.278
92.32
1.08%
1050(2)
PALM LAKE WORKS PTY LTD
98.222
353.363 E 868.249 98.574 97.172 1.402 98.222 PRECAST 1050mm DIA. HEADWALL OUT/T
DESIGN SURFACE
N 1027.250 97.172 1.402 98.222
0.000 E 821.201 100.154 99.636 STD FIELD INLET 1/V
N 967.253 99.135 1.018 99.510 600x900 TYPE 1 'V' GRATE
REFER DETAIL ON DRG 3307
84.0
C 2015
2.24
1.33
0.235
0.147
55.65
1.80%
375 (2)
41.611
98.982
41.611 E 846.229 99.406 98.388 1.018 98.982 STD FIELD INLET 2/V
N 1000.496 98.313 1.093 98.943 600x900 TYPE 1 'V' GRATE
16.541
2.05
1.12
0.316
0.179
81.31
1.23%
98.878
450 (2)
58.153 E 854.759 98.895 98.109 0.786 98.885 STD FIELD INLET 3/V
V
N 1014.668 98.089 0.806 98.771 600x900 TYPE 1 'V' GRATE
www.calibreconsulting.co
7.446
1.44
1.18
0.202
0.188
0.50%
98.739
450 (2)
200.00
65.598 E 850.385 99.030 98.052 0.978 98.773 STD MANHOLE 4/V
N 1020.694 98.032 0.999 98.523 1050mm DIA
3.409
1.56
1.56
0.201
0.249
0.50%
98.497
450 (2)
200.52
69.007 E 852.898 99.011 98.015 0.996 98.497 HUMEGARD HG15/R GPT/V
N 1023.036 98.015 0.996 98.473 DN450, REFER DETAIL ON DRG 3307
PROJECT
2.980
DISCLAIMER
1.56
1.56
0.202
0.248
0.50%
98.450
450 (2)
200.00
71.987 E 854.491 98.124 98.000 0.124 98.450 CUSTOM HEADWALL OUT/V
N 1025.589 98.000 0.124 98.450
0.000 E 812.067 99.546 99.057 STD FIELD INLET 1/Y
N 1024.166 98.723 0.823 98.971 600x900 TYPE 1 'V' GRATE
85.0
Y
STAGE 3
1.46
0.73
0.058
0.029
59.67
1.68%
29.005
98.850
225 (PVC)
29.005 E 840.985 98.903 98.237 0.666 98.852 STD FIELD INLET 2/W
PALM LAKE RESORT
N 1026.417 98.162 0.741 98.787 600x900 TYPE 1 'V' GRATE
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
19 TRADING POST ROAD - COOROY
0.000 E 825.978 99.541 99.094 STD FIELD INLET 1/Z
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
N 1006.484 98.780 0.761 99.005 600x900 TYPE 1 'V' GRATE
85.0
1.46
0.50
0.066
0.020
45.98
2.17%
24.950
98.850
PROJECT No.
Z
DRAWING TITLE
24.950 E 840.985 98.903 98.237 0.666 98.852 STD FIELD INLET 2/W
N 1026.417 98.162 0.741 98.787 600x900 TYPE 1 'V' GRATE
16-003302
11.006
1.46
0.91
0.097
0.064
1.00%
98.739
100.05
35.956 E 850.385 99.030 98.052 0.979 98.773 STD MANHOLE 4/V
225(PVC) 300 (PVC)
N 1020.694 98.032 0.999 98.523 1050mm DIA
0.000 E 859.697 98.000 98.300 FIELD INLET 1/ZZ
DRAWING No.
N 1027.973 97.240 0.760 97.727 900x900 RAISED GRATE
3306
ZZ
84.0
1.72
1.72
8.094
0.180
0.274
0.40%
97.657
250.00
450 (2)
8.094 E 867.985 98.419 97.207 1.212 97.657 PRECAST 1050mm DIA. HEADWALL OUT/ZZ
STORMWATER DRAINAGE
LONGITUDINAL SECTIONS
N 1027.991 97.207 1.212 97.657 OUTLET IN WINGWALL
A
REVISION
N.S.C. REF NO. MCU15/0111 & REC15/0031