Original source · versioned page text
Landscape Plan
Attached to the e-mail Operational Works Application - 16 Grant Street Noosa Heads.
AOTUS ERICOIDES, NOTE: PROPOSED GARDEN BEDS TO BE
HAKEA ACTITES, VIOLA BETONICIFOLIA, MULCHED APPROPRIATELY AND REPLACED
SOWERBAEA JUNCEA OR SIMILAR EVERY 6 MONTHS OR AS NEEDED
EXISTING
CONCRETE
PATH 1m WIDE PROPERTY BOUNDARY 61°48'10" 34.782m
ERIOSTEMON SPP.
+ STRANGEA
LINEARIS OR SIMILAR
GRANT STREET
NEW CONCRETE
FOOTPATH 1.5m WIDE TO AOTUS
COMPLY WITH COUNCIL ERICOIDES OR
331°48'10" 17.099m
REQUIREMENTS. REFER SIMILAR
TO ATTACHED STANDARD
DETAILS RS-065
17.099m
TELSTRA PIT
151°48'10"
AOTUS
ERICOIDES
OR SIMILAR
EXISTING DRIVEWAY AND NEW CONCRETE
CROSSOVER TO BE FOOTPATH 1.5m WIDE TO LEMON SCENTED
REMOVED AND REPLACED. COMPLY WITH COUNCIL LEPTOSPERMUM OR SIMILAR
REINSTATEMENT OF THE REQUIREMENTS. REFER
KERB, FOOTPATH AND TO ATTACHED
VERGE AREA TO MATCH THE STANDARD DETAILS
BALANCE OF THE SITE RS-065
FRONTAGE, INCLUDING THE
PROVISION OF TOPSOIL AND
EXISTING ALPINIA CAERULEA, 241°48'10" 34.782m PETROPHILA SHIRLEYAE
OR SIMILAR
CONCRETE CORDYLINE PETIOLARIS,
TURN WHERE THE EXISTING
PATH 1m WIDE BLECHNUM SPP. OR
VERGE IS GRASSED
SIMILAR
LANDSCAPE PLAN 97m² SOFT LANDSCAPING
1 1 : 200
120m² HARD SCAPING
AS PER APPROVED PLANS
CONSTRUCTION DRAWINGS
Disclaimer: Revision Notes: Drawn By: MG Checked by: TG Dwg size: 1:100 @ A3 Proposed new residence for: Job No: Drawing Status:
H4 - PLAN DESIGN BUILD © COPYRIGHT Revision: B
The information in these drawings pertaining to Rev. Date Amendment notes:
H4N016GRAN WORKING DRAWINGS
J + M GUERREIRO
Head office: P 1300 293 029 All plans are copyright and
dimensions, heights & details are for information 19 14/01/20 WORKING DRAWINGS
only and not be relied upon. Specific dimensions, 20 14/05/20 WORKING DRAWINGS
JR Concept Design Date: 08/10/20
LG5, 77 Oxford St E: [email protected] remain the property of H4 heights & details are subject to change during A 01/07/20 UPDATES AS PER CLIENT REQUEST + CONSTRUCTIONSignature of Owner:
Bulimba, Qld, 4171 W: www.h4living.com.au Living Pty Ltd and may not be construction. Changes can occour due to
Site Location: Drawing title: Drawing number:
SET ISSUED
Postal Address: reproduced, copied, used or multiple factors including but not limited to;
PO Box 316, QBCC: 150 14 144
ABN: 36 159 311 921
altered without the written service clearances, joint & construction detailing
B 29/07/20 DETAILS UPDATED
B 12/08/20 NOTES UPDATED FOR NATHERS
16 GRANT STREET, NOOSA LANDSCAPE PLAN 003
Bulimba Qld, 4171 permission of H4 Living & material changes
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Page 2
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.