Landscape Plan

 

12000 max between E.J.’s 12000 max between Ew.'s

 

Driveway 7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

— Refer to Notes 1 & 2.

  
 
 

 

 
    
 

 

 

 

 

 

 

 

 

Varies
\, rt Shoulder width

2000 nom 2000 nom 2000 nom* 2000 nom* 900 900 5% _max_ 500 min

Between C.u’s Between C.u’s 1

ot nom 50 thick bedding — INS

Lo a a sand as directed Subgrade — Where directed, the subgrade shall

3 32 3 a 3 => a 3 3 a 7 be proof rolled prior to construction to confirm
—_ o& concrete thickness and subgrade design.
TYPICAL SECTION

on Varies — Refer verge & road cross sections & note 6. \, (Where no kerb & channel exist)

af

Ww ‘OH .

8 Kerb Invert * CJ spacing to match Lateral clearance from obstructions —!_f __ — _@

. preferred 1000 veep ssc ence ee edenes 2
pathway width or as absolute 500 min $
directed by Council. eS

E o
— oO So
CONCRETE PATHWAYS PART_PLAN Install 400 stainless dowels (or galvanised 1500 g 5
N12 Dowel bar 200 250 Nee h tral refer relevant Council for approval) at 600 crs Desirablel {~ N & |
epoxy banded to mesn centra Dowells 612 in slab thickness 100 weed ee ee
exist. concrete 016 in slab thickness 125 — 2.5% mox]

10 Compressible filler
material for full depth

Dowel bars to be placed along the pathway midway between
joints at 2000 crs, or as directed by the relevant Council

 

 

 

 

 

 

 

100

 

 

__| 75150 Sealant refer note 10
| ; | Dowelled or proprietary
ee wa < joint system
t t fe Sh = ; E SL72 mesh central 7
|] Je ive
Existing re) :

concrete

 

  

 

    

EN |
SO 50 sand bedding 48 an
N12 Bars longitudinally Sa

a A. z

 

 

 

  

 

FIRST POUR SECOND POUR

10mm Compressible ul
material for full depth

DOWELLED EXPANSION JOINT DETAIL (DEJ

Thickening

when joining.

PATHWAY WIDENING/JOINING

(minimum widening 800) For Steel Mesh reinforced Path, SL 72 Mesh

Centrally located in Slab, folder under Dowel
Joints with 50 min bottom cover (Refer Note 5).
Lap mesh 400 elsewhere

Proprietary joint seal cap
f- or polyurethane sealant

Joint to be either Tooled joints Saw cut
1/3 depth x 6 wide or approved
proprietry mechanical joint.

Dowel*
Refer Note 11. °

 

 

 

 

 

 

100 min

 

  

 

 

ake
Doe. . ot
od z

- 1
J L Proprietary
Proprietary combination Dowel Sleeve*

 

100
min

 

 

 

 

CONTROL JOINT (CJ

Shown C.J. on plans

 

key and expansion joint
* Dowel maybe eliminated for mass concrete paths

DETAIL ’A’
PREFORMED KEY JOINT WITH DOWEL

SL72 mesh central.
Cut every second wire and depress
reinforcing to maintain cover.

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 relevant Council.

 

Greased dowel with
expansion cap

 

TYPICAL SECTION

(Where kerb & channel exists)

10 Compressible filler
material for full depth [ material for full depth

7

10 Compressible eth |

/

 

 

  

100 thick (min) concrete infill

MEDIAN_ISLAND_ INFILL

nom 50 thick
bedding sand

 

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.

4. Fibre reinforcement — When approved for use by the relevant Council, the concrete shall be
reinforced with Class 2 macro structural synthetic polymer fibres in accordance with the
manufactures specification for the specified design load.

5. For steel mesh reinforced paths at dowelled expansion joints: Mesh is to be stopped 75 from
the joint, be placed under the dowels and chaired at min 50 cover from bottom to deter the
mesh deflection interfering with the Dowels.

6. Surface to be non-slip concrete finish to AS 1428.1.

7. The dimension between kerb invert and edge of pathway may be varied subject to relevant
council approval. For appropriate treatment of grades greater than 1 in 8 (12.5%), refer to
AS 1428, Design for access & mobility.

8. Where a vehicle crossing point, or path is subject to longitudinal traffic the pathway details
shall be per relevant residential driveway standard details RS—050.

9. Additional path details shall be as per Austroads Guidelines.

10. Expansion joints to be sealed with a low modulus self priming sealant to the manufacturers
specifications. The colour of the sealant is to match the adjoining surface finish.

11. Saw cut joints are to be undertaken between 4 to 12 hours after laying depending on
conditions. Joint sealant is required in sandy areas.

12. All dimensions are in millimetres unless shown otherwise.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

E $B rng Nurser cheneed from SEQ R-065 to RS—065 PATHWAYS rey
C Bes view INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA CONCRETE PATHWAY RS—065 re]
blot then L_> STANDARD DRAWINGS CONSTRUCTION DETAILS re
Rv DATE REVISIONS 09708 ORIGINAL ISSUE Ev.