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20220078 Wyandra St SWMP
Original PDF page 21, section 1. The text section number identifies this passage in the reader.
OP WORKS
NOT FOR CONSTRUCTION
ROOF DRAINAGE TO HYDRAULIC
ENGINEERS SPECIFICATIONS
Ø100 HIGH FLOW OUTLET
ORIFICE PLATE DISK
WITH 53mm ORIFICE
4,000L ATTENUATION TANK OR SIMILAR
HIGH FLOW TANK WALL
OUTLET
TANK BASE
SCREW ON
ACCESS CAP
ATTENUATION VOLUME
OUTLET TO ORIFICE DISK TO BE GLUED INSIDE
DRAINAGE JUNCTION. uPVC OUTLET FROM
NETWORK TANK TO BUTT UP AGAINST
LOW FLOW ORIFICE OUTLET
ORIFICE DISK
LOW FLOW OUTLET WITH SCREW CAP
DETAIL A - RAINWATER ATTENUATION TANK
TERMINATE REINFORCING FABRIC
MESH 50mm BEFORE JOINT. RECUT A 6mm WIDE x 20mm DEEP JOINT & PROVIDE A
BACKING ROD + JOINT SEALANT OR SIMILAR APPROVED
FULL HEIGHT 10mm THICK ABLEFLEX 13/07/2022
WITH PULL AWAY STRIP AT TOP
TERMINATE REINFORCING FABRIC EA ID: 2557785
RPEQ: 26443
MESH 50mm BEFORE JOINT.
DO NOT SCALE, IF IN DOUBT ASK!
PROVIDE DOWEL (OPTIONAL IN FOOTPATHS)
WITH SLEEVE ON ONE END INSTALLED TO
PROVIDE DOWEL WITH SLEEVE ON ONE END
MANUFACTURERS SPECIFICATION. REFER TO
INSTALLED TO MANUFACTURERS SPECIFICATION.
'DOWEL SCHEDULE FOR EXTERNAL PAVEMENT
REFER TO 'DOWEL SCHEDULE FOR EXTERNAL
DOWEL JOINTS' FOR DOWEL OPTIONS
PAVEMENT DOWEL JOINTS' FOR DOWEL OPTIONS C 11/07/22 ISSUE FOR OPW BP NW
B 24/06/22 UPDATE ISSUE FOR MCU BP NW
A 30/03/22 ISSUE FOR MCU BP NW
Rev Date Description By Chk
DEJ - DOWELLED EXPANSION CONSTRUCTION JOINT
DCJ - DOWELLED CONSTRUCTION JOINT
[email protected]
DOWEL SCHEDULE FOR EXTERNAL PAVEMENT DOWEL JOINTS
37 MARY ST NOOSAVILLE, QLD
OPTION DOWEL CENTRES PRODUCT OPTIONS 07 5211 1003
1 150x150x6mm THK PL. 600mm PEIKKO Client
2 S20x400 LONG SQUARE 600mm DANLEY / LESA OR EQUIV
FORDE PROPERTY
3 10x75x150 LONG PL. 600mm LESA HI MOVE
4 110x110x10 DIAMOND DOWEL 500mm DANLEY / LESA / PEIKKO Project Name
RESIDENTIAL DUPLEX DEVELOPMENT
6 WYANDRA STREET
NOOSA HEADS
Title
ROADS AND DRAINAGE DETAILS
Project No. Discipline Status
20220078 CIVIL OPW
Designed By Drawn By Scale
(at
BRP BRP N.T.S A1)
Drawing No. Revision
C31 C
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