Original source · versioned page text
SUPERSEDED - Approved Plans OPW22-0218
Plans and drawings: the text below has words only, no drawings.
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
1/1
2/1
3/1
4/1
1/2
2/2
3/2
STRUCTURE NAME NOOSA COUNCIL
APPROVED PLAN
OPW22/0218 31 OCT 2022
600x600 FIELD INLET
TYPE 2
600x900 FIELD INLET
TYPE 2
600x900 FIELD INLET
TYPE 2
600x600 FIELD INLET
TYPE 2
600x900 FIELD INLET
TYPE 2
HEADWALL
HEADWALL
STRUCTURE
DISCRIPTION
MINIMUM OUTLET ROCK PROTECTION
Refer Local Authority NOMINAL
Standard Drawings PIPE DESIGN DESIGN OUTLET
OUTLET LENGTH WIDTH WIDTH ROCK DEPTH
SIZE DISCHARGE DISCHARGE VELOCITY
STRUCTURE L (m) W1 (m) W2 (m) SIZE d50 (mm)
D (mm) Qo (m³/s) ARI Vo (m/s)
(mm)
4/1 300 0.106 100 1.5 0.9 1.6 1.96 100 180
3/2 225 0.055 100 1.39 0.7 1.265 1.55 100 180
NOTES:
EXISTING SURFACE DESIGN SURFACE 1. OUTLET EROSION CONTROL PAD DESIGN FOR SINGLE CELL PIPES IS IN ACCORDANCE WITH THE QUDM
SECTION 8.7 AND FIGURE 8.14
2. OUTLET EROSION CONTROL PAD DESIGN FOR MULTI CELL PIPES AND RCBC IN ACCORDANCE WITH THE
QUDM SECTION 10.4.15 AND FIGURE 10.12
3. MAXIMUM ROCK SIZE (DMAX) SHOULD NOT BE GREATER THAN 1.5 x d50.
4. THE MINIMUM THICKNESS OF THE ROCK PAD SHOULD BE 1.8 x d50.
5. ALL ROCK PROTECTION TO BE PLACE ON A LAYER OF GEOFABRIC (BIDUM A24 OR APPROVED EQUIVALENT).
6. ALL ROCK TO BE CLEAN, HARD, DURABLE, RESISTANT TO WEATHER AND CRUSHED (ANGULAR)
150Ø SEWER
IL 1.33 (APPROX)
39% AEP HGL
L
5
1
PIPE SIZE (mm) 225 225 300 225 225
PIPE CLASS UPVC UPVC UPVC UPVC UPVC
PIPE GRADE (%) 1.00% 1.00% 1.00% 1.00% 1.00%
PIPE SLOPE (1 in X) 100.00 100.02 100.00 100.00 100.00
FULL PIPE VELOCITY (m/s) 0.93 1.19 0.94 0.32 0.87
PART FULL VELOCITY (m/s) 1.44 1.51 1.68 1.09 1.42
W1
Qo, Vo
W2
D
DATUM RL -4.0 -4.0
PIPE FLOW (Cumecs) 0.037 0.047 0.066 0.013 0.035
PIPE CAPACITY
0.053 0.053 0.114 0.053 0.053
AT GRADE (Cumecs)
PLAN
2.089
2.035
1.916
1.697
1.666
1.616
1.616
1.901
1.715
1.587
1.553
1.553
H.G.L LEVEL
L
0.594
0.999
1.019
1.019
1.039
0.896
0.896
0.810
1.057
1.077
0.988
0.988
DEPTH TO INVERT
1.922
1.755
1.735
1.485
1.465
1.452
1.452
1.809
1.451
1.431
1.421
1.421
1.8 x d50 (min)
INVERT LEVEL Qo, Vo
D
FINISHED
2.517
2.754
2.504
2.348
2.619
2.508
2.409
SURFACE LEVEL
GEOFABRIC
N. 7983.600
N. 7978.020
N. 7978.020
N. 7978.020
N. 7959.586
N. 7959.586
N. 7959.586
E. 3038.275
16.726 E. 3054.043
41.730 E. 3079.047
43.009 E. 3083.984
-35.761 E. 3041.092
E. 3076.854
E. 3079.849
SETOUT SECTION
CO-ORDINATES
OUTLET EROSION CONTROL PAD
0.000
0.000
1.020
CHAINAGE
0 10 20 30 40 50m SCALE 1:1000 (Horiz.) A3
LENGTH 16.726m 25.004m 1.279m 35.761m 1.020m
LINE 1 LINE 2
0 1 2 3 4 5m SCALE 1:100 (Vert.) A3
CONTOUR
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Designed: AJD
Rev Date Comment Altered Checked PROPOSED RESIDENTIAL DEVELOPMENT STORMWATER DRAINAGE LONGITUDINAL
Drawn: AJD A 14-04-22 ORIGINAL ISSUE AJD JP
SUNSHINE COAST OFFICE NORTH LAKES OFFICE
A.B.N. 62 117 061 659
Checked:
Datum:
JP
AHD
B 24-08-22 ISSUE FOR APPROVAL AJD SC AT HAY STREET, TEWANTIN SECTIONS
Building A, Level 1, Corporate Suite A, Bld 2 C 23-09-22 RESPONSE TO COUNCIL RFI AJD SC
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: MARCH 2022 FOR KAM GOULD, RD GOULD & M GOULD FOR APPROVAL - NOT FOR CONSTRUCTION
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001 UKAS
MANAGEMENT
...................... This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au
Ph. (07) 5493 9777 [email protected]
Trading name of SN Registrars (Holdings) Ltd
SYSTEMS
8327 Director: BRETT THOMSON (RPEQ 6068)
(FOR & ON BEHALF OF CONTOUR C/E PTY LTD)
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
be used for construction without prior written approval.
PLAN No: 3045 - 012 REVISION: C SHEET: 12 OF 14
Quality Assured International 3rd Party Accredited FILE LOCATION: C:\USERS\D4DES\ONEDRIVE\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-012.DWG
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.