Topaz Street Op Works · OPW11/0320

 

12000 max. between Ew.’ 12000 Max. between Ew.’s Varies — refer table
Shoulder width
2000 Max. 2000 Max. |__—-2000 Max. 2000 Max. 2.5% max. 500 min

Between D.u’s Between D.u’s Ll ii

 

 

TYPICAL SECTION

(Where no kerb & channel exist)

Refer Table

 

Driveway

 

 

 

 

 

 

 

 

‘—Dummy Joints—— Expansion Joint —Dummy Joints—

 

 

 

1500
Desirable

 

 

Clearance Envelope

|
Kerb_Invert | Ten, PAT, : |:

CONCRETE PATHWAYS — PART PLAN verge & road.
cross sections
& note 4.

 

 

 

 

 

 

 

 

 

200 New path

SL mesh

N12 Dowel bar
50 sand bedding,
epoxy bonded 1 Refer Table Dowelled or proprietory JOINTS ARRANGEMENT AT DRIVEWAYS Lateral clearance from obstructions

ist. i
exist. concrete joint system. 7] preferred 1000mm, Absolute 500mm min.

 

 

 

 

 

Greased dowel with

expansion cap TYPICAL SECTION

a ~ s Sealant refer note 10
Be ne ; | | (Where kerb & channel exists)

Existing—' N12 Bars SE — I. Socled fn “sandy areas
concrete 78|75|_ longitudinally aoa og life : _ __[-—SL mesh

 

 

 

 

 

Thickening

 

 

 

joints at 2000 crs, or as directed by the Engineer Dowels 412 in slab thickness 100mm

PATHWAY WIDENING /JOINING #16 in slab thickness 125mm i loops
(Minimum widening 800mm) DOWELLED EXPANSION JOINT DETAIL (Ed)

PATHWAY DETAILS Cut every second wire and depress

reinforcing to maintain cover.

Path Widths DUMMY JOINT (DJ) EXPANSION JOINT (Eu)

 

y ,
| - refer table
: 24. ‘4. “og
. * . . .
Dowel bars to be placed along the pathway midway between Install 400mm stainless steel dowels, at 600mm crs. a :

 

 

-SL62 mesh, refer table. Bitumen impregnated
fibre board or equivalent

 

 

 

Shared Commuter Cycleway

 

Shown DJ. on plans Shown E.J. on plans

NOTES:
Concrete to be grade N25 AS 1379 and AS 3600.
Collector Collector Use Shared Use Reinforcing mesh may only be deleted on written instructions from Council’s Engineer.
Streets and |Streets and Pathways Pathways Shoulder Commuter Shoulder . Surface to be non-slip concrete finish to AS. 4586.
Below Above (Minimum) | (Desirable) | Width Cycleways Width . The Engineer may direct that this dimension be varied.
Caloundra 1200 1200 2000 2500 500 = 300 SL62 . For appropriate treatment of grades greater than 1 in 8 (12.5%), refer Aust. Standard
Caboolture 1500/2500 2500 2000 2500 500 3000 300 SL62 AS 1428, Design for access & mobility.
Cooloola 1200* 1200* 2400 2500 500 = 300 SL62 - All dimensions are in millimetres. _o. a
M h 1800 1800 2000 3000 1000 3500 1000 SL72 . Where ever there is a vehicle crossing point, or path is subject to longitudinal traffic the
oreo pathway details shall be per relevant residential driveway standard details SEQ R—O50.
Noosa 2000 2000 2500 3000 1000 3000 300 SL72 7. .
7 - . Remaining path details shall be as per Austroads Part 13 & 14.
Pine Rivers 1200 1500 2000 2500 500 3000 300 SL62 . Path widths depend on network planning & table is a guide only.
Redcliffe 1200 1500 2000 2500 500 3000 300 SL62 . Expansion and control joints to be sealed with a low modulus self priming sealant to the
Gold Coast 1500 1500 2000 2500 500 3000 300 SL62 manufacturers specifications. The colour of the sealant is to match the adjoining surface finish.
*1500 mm COOLOOLA COAST AREA These drawings have been developed in consultation between the participating councils.
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate council

STITUTE OF PUBLIC WORKS ENGINEERING AUSTRALIA FOOTPATHS
QUEENSLAND DIVISION INC. CONCRETE STRIP FOOTPATH SEQ R-065
ORIGINAL_ISSUE STANDARD DRAWINGS

REVISIONS

Pedestrian | Pedestrian
Path — Path—Trunk | Shared

Reinforcement