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Approved Plans OPW17/0055
Original PDF page 19, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawnDocuSign Envelope ID: EC08AE66-0233-4879-9823-CF03F0C6D8B6
A
-
150
N12-200 VERTICAL
STRUCTURAL CERTIFICATION
N16-150 EACH
WAY BOTTOM STORMWATER DRAINAGE
364
STRUCTURE
N12-150 EACH WAY TOP N12-150 U-BAR 1/N12 TRIMMER
500 LEGS 07.02.17
N12-200 U-BAR Signed.........................................Date................
920
MICHAEL JIMMIESON 17233
........................................RPEQ...............
N12-300 CENTRAL
For & on Behalf of
N12-200 VERTICAL & 3.0m LENGTH
Calibre Consulting (QLD) PTY LTD
HORIZONTAL EACH FACE 150mm WIDE WEIR
RL.100.600
REFER DETAIL
I.L.100.256
8/M 750Ø
8/H TWIN 750Ø
I.L.100.256 1/HA 525Ø CONCRETE WEIR
I.L.100.236 DETAIL 3.0m LENGTH
10/H 1050Ø 150mm WIDE WEIR
LAP TYP
600mm
HIGH FLOW OUTLET RL.100.600
SL81 MESH 50mm I.L. 99.680 REFER DETAIL
TOP COVER
32 MPa MIN MASS
CONCRETE INFILL
0.25m
N12-200 EACH WAY TOP TYP
25mm THICK 10 MPa SECTION B AND BOTTOM IN BASE
BLINDING CONCRETE SCALE (A1): 1:20 - 900 x 900
SCALE (A3): 1:40 HD GRATE
8/H TWIN 750Ø
I.L.100.256
10/H 1050Ø
B
3.00m
HIGH FLOW OUTLET
- I.L. 99.680
0.10m
8/H TWIN 750Ø
I.L.100.256
2/N16 BOTTOM EXTRA
250mm MIN
N12-200 EW TO ACCESS 2.50m
RECCESS TYP. ACCESS PENETRATION. 1500
U-BAR HOLE INTO ROOF SLAB.
500 LEGS LONG
NOTES
LOW FLOW OUTLET
1. CONCRETE GRADE F'c = 40 MPa U.N.O.
1/HA 525Ø
I.L.100.236
2. REINFORCEMENT STEEL:
225mm 9/H - 3000 x 2500 - SPLITTER MANHOLE 2.1. ABBREVIATIONS FOR STEEL GRADE AND TYPE: - "N" - GRADE D500N
S.L. 101.501 8/H TWIN 750Ø TYP SCALE (A1): 1:20 DEFORMED BAR TO AS/NZS 4671.
I.L. 100.256 2.2. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT
SCALE (A3): 1:40
NECESSARILY SHOWN IN TRUE ROJECTION.
2.3. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT
8/M 750Ø NECESSARILY SHOWN IN TRUE PROJECTION.
1/HA 525Ø I.L.100.256 2.4. ENSURE THE CORRECT SPACING OF BARS IS MAINTAINED AND ALL
LOW FLOW OUTLET REINFORCEMENT IS SUPPORTED IN ITS CORRECT POSITION BY
I.L.100.236 APPROVED PLASTIC BAR CHAIRS, SPACERS OR SUPPORT BARS AT
800 MAX CRS IN BOTH DIRECTIONS.
10/H 1050Ø 2.5. TIE ALL INTERSECTIONS OF BARS WITH 1.25mm MIN DIA. ANNEALED
HIGH FLOW OUTLET WIRE.
I.L.99.680 250mm 2.6. DO NOT WELD REINFORCEMENT WITHOUT APPROVAL OF THE
TYP ENGINEER.
-
3. FORMWORK IN ACCORDANCE WITH AS 3610.
NOOSA COUNCIL 4. DESIGNED TO 25 kPa LIVE LOAD.
5. REINFORCEMENT COVER 30mm
6. REFER SERVICE AUTHORITY FOR ACCESS HOLE ALTERNATIVE TO BE
APPROVED PLAN
220mm
TYP
ADOPTED.
SECTION A
7. ALL DIMENSIONS IN MILLIMETRES.
SCALE (A1): 1:20 -
SCALE (A3): 1:40
OPW17/0055 13 APR 2017 8. SCRABBLE ROUGHEN CONSTRUCTION JOINTS AND APPLY BONDCRETE
PRIOR TO POUR.
9. DENOTES MATCHING BAR SIZE AND SPACING
N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION DATE ISSUE DETAILS DRAWN DESIGN DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
A 30.01.17 ORIGINAL ISSUE NA BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT
STORMWATER DRAINAGE
2 NOT FOR CONSTRUCTION
1:20 0.2 0 0.2 0.4 0.6 0.8 1 A1 STAGE 3 STRUCTURE DETAILS
3
4 DESIGN APPROVED 1:40 A3 19 TRADING POST ROAD - COOROY SHEET 1 OF 2
5 ANDREW McPHAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 DISCLAIMER
7
C 2015 www.calibreconsulting.co
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
16-003302 4315 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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