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NEW KERB PROFILE AS PER
GRADE SURFACE
IPWEA STD DWG RS-080.
TO MATCH KERB
MATCH EXISTING INVERTS.
SAW CUT 300mm INTO
ASPHALT WEARING SAWCUT LINE EXISTING WIDE AND MAKE
COURSE. SMOOTH JOIN
KERB AND CHANNEL TIE IN NOTES:
300
EXISTING SEAL 1. REFER TO CONCRETE AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR
SPECIFIC REQUIREMENTS.
2. 100mm MINIMUM COMPACTED DEPTH OF CLASS 3, 20mm F.C.R. BEDDING TO
97% MMDD OR EXTENSION OF ROAD PAVEMENT LAYERS, WHICH EVER IS
EXISTING
255 GREATER UNLESS OTHERWISE DIRECTED.
MIN
250
PAVEMENT 3. WEARING COURSE ASPHALT TO BE MINIMUM 30mm COMPACTED DEPTH OF
TYPE N, 10mm NOMINAL SIZE (U.N.O.)
4. CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING
75mm MINIMUM DEPTH
150 5. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB.
(REFER TO NOTE 2)
6. CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE
COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS
OVERALL PAVEMENT DEPTH TO BE
STANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE
MIN 250mm OR MATCHED TO EXISTING SUBGRADE.
100 MIN
USED IN EXTRUSION MACHINES.
NEW SUBGRADE. EXISTING PAVEMENT.
7. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.
DETAIL A - NEW KERB TIE IN
TERMINATE REINFORCING FABRIC
RECUT A 6mm WIDE x 20mm DEEP JOINT & PROVIDE A MESH 50mm BEFORE JOINT.
BACKING ROD + JOINT SEALANT OR SIMILAR APPROVED FULL HEIGHT 10mm THICK ABLEFLEX
WITH PULL AWAY STRIP AT TOP
DOWEL SCHEDULE FOR EXTERNAL PAVEMENT DOWEL JOINTS
TERMINATE REINFORCING FABRIC OPTION DOWEL CENTRES PRODUCT OPTIONS
MESH 50mm BEFORE JOINT. 1 150x150x6mm THK PL. 600mm PEIKKO
2 S20x400 LONG SQUARE 600mm DANLEY / LESA OR EQUIV
3 10x75x150 LONG PL. 600mm LESA HI MOVE
PROVIDE DOWEL (OPTIONAL IN FOOTPATHS) 4 110x110x10 DIAMOND DOWEL 500mm DANLEY / LESA / PEIKKO
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
DETAIL B - CONTROL JOINT DETAIL C - EXPANSION JOINT
ROOF DRAINAGE TO
HYDRAULIC ENGINEERS
SPECIFICATIONS
Ø100 HIGH FLOW OUTLET
4,000L ATTENUATION TANK OR SIMILAR
ORIFICE PLATE DISK
WITH 58mm ORIFICE
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
ORIFICE DISK
LOW FLOW ORIFICE WITH SCREW CAP DETAIL D - RAINWATER ATTENUATION TANK DETAIL
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL DUPLEX AT 22 DELORME ST
NTS TITLE: STATUS:
ROADS & DRAINAGE MCU
© ABN 89 647 469 707 FORDE PROPERTY NATHAN WAGSTAFF DETAILS
B 08/06/22 REVISED ARCH LAYOUT BRP BRP NW
37 MARY ST RPEQ: 26443
A 19/05/22 MCU ISSUE BRP BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 08/06/22 SIZE:
RECORCONSULTING.COM REVISIONS C41 20220130 A3 B
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