Attachment 1 - Proposal Plans

                                                                                                                                                                                                                                                                                                                                                                             Pool fencing shall be 10mm thick grade A toughened glass to a
                                                                                                                                                                                                    Spot levels take precedence over contour lines & ground contours                                                                                                         min 1200mm high with base plate stainless steel spigots to
General Notes                                                    1. Subsoil drains are to be provided at the base of all retaining walls,                                                           lines. All levels are to be checked & confirmed prior to any construction                                                                                                AUS/NZ 1926.1.2007 QLD MP 3.4. Spigots may be base plated,
                                                                 garden beds or batters where applicable. Channel drains & or pit                                                                   work commencing by the contractor.                                                                                                                                       or core drilled. Pool gates may be 8mm thick grade A toughened
                                                                 drains to be installed where applicable by the contractor. All surface                                                                                                                                                                                                                                      glass.
                                                                 water to freely drain away from the dwelling with no pooling of water to
                                                                 occur. See Hydraulic layout or Engineers drawings for drainage details                                                              Warranty: No warranty is given for the accuracy of service locations or
                                                                 if available. Drainage is to be at the responsibility of the contractor to                                                         documentation of existing services. It is the contractor’s responsibility
Do not scale from drawings. All set outs, dimensions &           locate & install if no hydraulic plans are available & must meet the                                                               to locate and if required, re locate services. Notification is to be given
                                                                                                                                                                                                                                                                                                                                                                             Material: Retaining walls shall be 200 series, core-filled, reinforced &
levels to be confirmed on-site by the contractor.                applicable Australian standards or local authority bi laws. All                                                                    to the designers of such proposed changes.
                                                                                                                                                                                                                                                                                                                                                                             cement rendered concrete block wall on concrete subbase/footing to
                                                                 subsurface & surface drainage to be installed by a licensed contractor.
                                                                                                                                                                                                                                                                                                                                                                             engineer’s future detail to nominated colour finish.
STRUCTURAL ENGINEERS DRAWINGS SUPERSEDE                                                                                                                                                             Requirement: Before commencing any earthworks, locate and mark
LANDSCAPE STRUCTURAL DRAWINGS INCLUDING ANY                      2. Subsurface drainage, including drainage behind retaining walls is to                                                            existing underground services in the areas which will be affected by
                                                                                                                                                                                                                                                                                                                                                                             Masonry Retaining Wall (extension of existing rear wall)
PROPOSED DRAINAGE DETAILS.                                       be 100mm slotted agricultural pipe 'Ag Pipe' with geotextile sock                                                                  the earthwork’s operations including clearing, excavating and
                                                                                                                                                                                                                                                                                                                                                                             Material: Textured blockwork to match existing wall type.
                                                                 attached complying with AS 2439.1 & geotextile fabric complying with                                                               trenching.
The Contractor is solely responsible to verify the location of   AS 3705 & AS 3706. All fittings such as; elbows, tees, couplings &                                                                 Utility services: Contact DIAL BEFORE YOU DIG to identify location of
all boundary lines, pegs, underground services, easements        caps shall comply with AS 2439.1 & only the manufacturers                                                                          underground utility services pipes and cables.
& any governing restrictions of the site prior to the                                                                                                                                                                                                                                                                                                                        Option 1: Honed Concrete.
                                                                 recommended fittings shall be used.
commencement of any earthworks or construction. Temple
Outdoor Design & Living takes no responsibility for their        3.The bottom of all trenches for subsurface drainage to be                                                                         General: Use proprietary fasteners capable of transmitting the loads
accuracy.                                                        constructed so no localised pooling shall occur. All trenches shall have                                                           imposed, and sufficient for the rigidity of the assembly to A/S.
                                                                                                                                                                                                                                                                                                                                                                             Product: Millboard Decking
                                                                 a minimum longitudinal design grade of 2%. Trenches to be a                                                                        Engineers details take precedence.
These specifications shall be read in conjunction with all                                                                                                                                                                                                                                                                                                                   Finish: Smoked Oak
                                                                 minimum of 300mm wide x 450mm deep & below subgrade level.                                                                         Waste Management
architectural, engineering and other consultants drawings                                                                                                                                                                                                                                                                                                                    Size: 176x32mm
                                                                                                                                                                                                    It shall be the contractor’s responsibility to ensure the removal of
and specifications and with such other written instructions      4. Agricultural drains shall lay on a bed of 20mm crushed rock to a                                                                material & disposal of construction waste material off site to the
as may be issued during the course of the contract.              minimum depth of 150mm & back filed on all sides to a depth 100mm                                                                  requirements of the relevant authorities.
                                                                 minimum. Stormwater drains to have a minimum fall of 1:100                                                                                                                                                                                                                                                  Material: Java Stone
                                                                                                                                                                                                    It shall be the contractor’s responsibility to ensure all organic and
All structural works where applicable to be approved by the                                                                                                                                                                                                                                                                                                                  Depth: 50mm
                                                                                                                                                                                                    construction waste generated is safely contained and poses no
consulting Engineer prior to work commencing. All drainage       5. All surface drainage systems must comply with AS/NZS 3500.5.                                                                                                                                                                                                                                             Lay on a base of Bidum geotextile fabric and compact.
                                                                                                                                                                                                    contamination threat to surrounding areas.
details & levels shown shall be deemed as 'Proposed' only.       with a minimum fall of 1:100 all surface water must be graded away
Please refer to future Hydraulic Engineers details for final     from buildings with a minimum grade of 1:20 over the first metre.
drainage locations & specifications.                                                                                                                                                                It shall be the contractor’s responsibility to rehabilitate any area that
                                                                 6. INLET PITS shall be Reln 300 series for all courtyard areas & Reln                                                                                                                                                                                                                                       Colour: Dulux Vivid White.
                                                                                                                                                                                                    may be affected during the construction process.
All discrepancies shall be referred to the designer for          600 series for turf areas.                                                                                                                                                                                                                                                                                  Height:1900mm (min) See elevations.
decision before proceeding with the work. Dimensions shall                                                                                                                                                                                                                                                                                                                   Battens: 50x50mm Powdercoated Aluminium.
not be obtained by scaling the drawings. During                  7. Surface Water Drainage - Surface water must be diverted away                                                                                                                                                                                                                                             Posts: 90x90mm laminated & primed hardwood.
                                                                                                                                                                                                    It shall be the contractor’s responsibility to ensure all sediment control
construction, the structure shall be maintained in a stable      from the building as follows: (a) Slab-on-ground — finished ground                                                                                                                                                                                                                                          Rails: 100x20mm dresses & primed hardwood.
                                                                                                                                                                                                    measures are in place to the minimum Australian standards.
condition and no part shall be over-stressed.                    level adjacent to buildings: the external finished surface surrounding the
                                                                 slab must be drained to move surface water away from the building
All workmanship and material shall be in accordance with         and graded to give a slope of not less than 50 mm over the first 1 m                                                               Landscape drawings are to be read in conjunction with all engineering
                                                                                                                                                                                                                                                                                                                                                                             Refer to engineers future detail.
the requirements of the SAA codes and the By- laws and           from the building. (b) Slab-on-ground — finished slab heights: the                                                                 drawings. Engineering drawings take precedence.
ordinances of the relevant building authority. Refer to          height of the slab-on-ground above external finished surfaces must be
Architectural & Engineering drawings for set-out dimensions.     not less than 50 mm above impermeable (paved or concreted areas)                                                                                                                                                                                                                                            Material: Aluminium
The waterproofing of structures in this design are the           that slope away from the building in accordance with (a); or 150 mm in                                                             The consulting engineers shall inspect all structural reinforcement prior                                                                                                Post: 150x60mm (Proposed Only)
builder’s responsibility.                                        any other case. (250mm MIN. height provided from platform level) (c)                                                               to commencement of any works associated that may include but not                                                                                                         Battens: 50x50mm
                                                                 The ground beneath suspended floors must be graded so that the                                                                     limited by:                                                                                                                                                              Colour Finish: Dulux Vivid White
The contractor is responsible to locate ALL services prior to    area beneath the building is above the adjacent external finished                                                                  • Structural reinforcement for all concrete.
commencing any earthworks. DIAL BEFORE YOU DIG                   ground level and surface water is prevented from ponding under the                                                                 • Structural reinforcement for the core filled concrete block walls.
www.1100.com.au                                                  building.                                                                                                                          • Concrete quality.

                                                                   8. Subsoil drainage - Where a subsoil drainage system is installed to
                                                                 divert subsurface water away from the area beneath a building, the                                                                                                                                                                                                                                          All Wall Surfaces: Dulux Vivid White.
                                                                                                                                                                                                    It shall be the contractor’s responsibility to ensure a safety
                                                                 subsoil drain must— (a) be graded with a uniform fall of not less than                                                                                                                                                                                                                                      On deck seating:
                                                                                                                                                                                                    management plan for the construction site is in place to ensure all                                                                                                      -Boards: Dulux Vivid White
                                                                 1:300; and (b) discharge into an external silt pit or sump with— (i) the                                                           potential hazards are documented & WHS action plan implemented.
                                                                 level of discharge from the silt pit or sump into an impervious drainage                                                                                                                                                                                                                                    -Face Board: Dulux Shale Grey
                                                                                                                                                                                                    The contractor shall ensure the project site complies with all WHS
                                                                 line not less than 50 mm below the invert level of the inlet and (ii)                                                                                                                                                                                                                                       -Screening & Pergola powdercoated Dulux Vivid White
                                                                                                                                                                                                    laws.
                                                                 provision for cleaning and maintenance.

                                                                   9. Stormwater Drainage Where a stormwater drainage system is                                                                                                                                                                                                                                              Proposed Supplier: Gardens at Night P/L
                                                                                                                                                                                                    Material: Honed Exposed Concrete (Steps)
                                                                 installed, it must comply with the following: (a) The position and manner                                                                                                                                                                                                                                   Strip LED Lighting for steppers from carport: Linear Side Flex.
                                                                                                                                                                                                    Type: Boral Snow Drift                                                                                                                                                   Decking accent lights: Inground Black 1.
                                                                 of discharge of the stormwater drainage system must be to the
                                                                 satisfaction of the appropriate authority. (b) The stormwater drainage                                                                                                                                                                                                                                      Pot uplights: Accent Black 8
                                                                 system must be designed so that any overflow during heavy rain
                                                                 periods is prevented from flowing back into the building. (c) Cover to
                                                                 stormwater drains: the cover to 90 mm Class 6 UPVC stormwater
                                                                 drains installed underground must be not less than—                                                                                Finish: Glass Bead
                                                                 I.           under soil — 100 mm; or                                                                                                                                                                                                                                                                        Hinged H3 Treated Pine Frame
                                                                                                                                                                                                    Colour: Mediterranean
                                                                 II.          under paved or concrete areas—50mm; or                                                                                                                                                                                                                                                         Waterproof all internal linings
                                                                 III.         under areas subject to light vehicle traffic—                                                                                                                                                                                                                                                  Boards: 86x19mm Mixed Hardwood
                                                                 IV.          reinforced concrete—75mm; or                                                                                                                                                                                                                                                                   Board Finish: Dulux Vivid White.
                                                                 paved — 100 mm.                                                                                                                                                                                                                                                                                             Facade: Rendered Foam on Treated Pine Subframe.
                                                                                                                                                                                                                                                                                                                                                                             Facade Colour Finish: Shale Grey,

                                                                                                                                                     Revision            Description                                            Date                     By.                   Project Address:                                                                                                           Sheet:
                                                                                                                           0418 425 231                                                                                                                                                                                                                                                                                                                                                Scale:

                                                                                                                          A.B.N. 45089234363
                                                                                                                                                                                                                                                                               1/15 Howard Street, Noosaville, QLD, 4566                                                                                  L09
                                                                                                                          Suite 7/10 Thomas St,
                                                                                                                          Noosaville, QLD, 4566                                                                                                                                Client Name:                                                                                                               Design:
                                                                                                                      [email protected]                                                                                                                                Nicole Tooth
                                                                                                                      www.templeoutdoor.com.au
                                                                                                                          Proud member of:
                                                                                                                       Landscape Queensland                                                                                                                                    Date:                                                                                                  19/5/21             Project No:                                                   000109           Drawing Stage:                                                For D.A.
                                                                                                                               AILDM
                                                                                                                         Noosa Property Hub
                                                                                                                                                                                                                                                                               Council:                                                                                                    Noosa          Drawn By:                                                              JB      Project Revision:
                                                                                                                                  This design is covered by copyright & may not be reproduced without written permission from the author. The drawing refers to the overall design intent and may require structural engineers certification for construction elements. Intent of work is only shown and these drawings do not imply tactic approval for their structural integrity. No responsibility can be taken for construction, therefore any construction
                                                                                      © 2020 TEMPLE outdoor design & living       works must be approved by an engineer and or a registered building certifier. TEMPLE Outdoor Design & Living recommends to use only licensed contractors. Check all measurements onsite prior to quatation or construction. Dial before you dig www.1100.com.au