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Civil Package
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
FOOTPATH NOTES:
1. REFER TO RELEVANT COUNCIL REQUIREMENTS FOR PATHWAY WIDTH, DIMENSIONS
AND CONCRETE COLOUR.
2. CONCRETE TO BE GRADE N32 AS 1379 AND AS 3600 UNLESS APPROVED OTHERWISE.
3. REINFORCING REQUIREMENTS MAY BE AMENDED ON WRITTEN INSTRUCTIONS FROM
COUNCIL.
LATERAL CLEARANCE FROM OBSTRUCTION
4. FIBRE REINFORCEMENT - WHEN APPROVED FOR USE BY RELEVANT COUNCIL, THE
PREFERRED 1000 ABSOLUTE 500 MIN.
DRIVEWAY CONCRETE SHALL BE REINFORCED WITH CLASS 2 MACRO STRUCTURAL SYNTHETIC
12000 MAX BETWEEN E.J'S 12000 MAX BETWEEN E.J'S POLYMER FIBRES IN ACCORDANCE WITH THE MANUFACTURES SPECIFICATION FOR
.
THE SPECIFIED DESIGN LOAD.
5. FOR STEEL MESH REINFORCED PATHS AT DOWELED EXPANSION JOINTS: MESH IS TO
900 900 BE STOPPED 75 FROM THE JOINT, BE PLACED UNDER THE DOWELS AND CHAIRED AT
2000 NOM* BETWEEN C.J'S 2000 NOM 2000 NOM* BETWEEN C.J'S 2000 NOM*
MIN 50 COVER FROM BOTTOM TO DETER THE MESH DEFLECTION INTERFERING WITH
1500 THE DOWELS.
DESIRABLE VARIES - REFER TO NOTES 1 & 2.
6. SURFACE TO BE NON-SLIP CONCRETE FINISH TO AS1428.1.
7. THE DIMENSION BETWEEN KERB INVERT AND EDGE OF PATHWAY MAY BE VARIED
SUBJECT TO RELEVANT COUNCIL APPROVAL. FOR APPROPRIATE TREATMENT OF
2.5% MAX
GRADES GREATER THAN 1 IN 8 (12.5%), REFER TO AS1428, DESIGN FOR ACCESS &
MOBILITY.
DEJ
DEJ
CJ
CJ
CJ
EJ
REFER TO NOTE 1
EJ
EJ
8. WHERE A VEHICLE CROSSING POINT , OR PATH IS SUBJECT TO LONGITUDINAL
TRAFFIC THE PATHWAY DETAILS S HALL BE PER RELEVANT RESIDENTIAL DRIVEWAY
STANDARD DETAILS RS-050.
NOM 50 THICK BEDDING 9. ADDITIONAL PATH DETAILS SHALL BE AS PER AUSTROADS GUIDELINES.
SAND AS DIRECTED. 10. EXPANSION JOINTS TO BE SEALED WITH A LOW MODULUS SELF PRIMING SEALANT TO
SUBGRADE - WHERE DIRECTED, THE SUBGRADE SHALL BE MANUFACTURERS SPECIFICATION. THE COLOUR OF THE SEALANT IS TO MATCH THE
VARIES - REFER VERGE AND ROAD CROSS SECTIONS AND NOTE 6 PROOF ROLLED PRIOR TO CONSTRUCTION TO CONFIRM ADJOINING SURFACE FINISH.
1500 CONCRETE THICKNESS AND SUBGRADE DESIGN. 11. SAW CUT JOINTS ARE TO BE UNDERTAKEN BETWEEN 4 TO 12 HOURS AFTER LAYING
DESIRABLE DEPENDING ON CONDITIONS. JOINT SEALANT IS REQUIRED IN SAND AREAS.
12. ALL DIMENSION ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.
* CJ SPACING TO MATCH
KERB INVERT PATHWAY WIDTH OR AS
DIRECTED BY COUNCIL
CONCRETE FOOTPATH TYPICAL SECTION
CONCRETE FOOTPATH TYPICAL PLAN VIEW
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.
NEW KERB TIE IN DETAIL
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
CONTROL JOINT DETAIL EXPANSION JOINT DETAIL
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
NTS TITLE: STATUS:
ROADS & DRAINAGE MCU / OP WORKS
© ABN 89 647 469 707 BOTTLEBRUSH PROPERTY PTY LTD NATHAN WAGSTAFF DETAILS
37 MARY ST RPEQ: 26443
A 12/05/22 MCU / OPW 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: 12/05/22 SIZE:
RECORCONSULTING.COM REVISIONS C41 20220051 A3 A
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