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Att 4 Earthworks Plans
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Log in to see the plans as drawnAttachment 4 Preliminary Earthworks Plan Response to Council’s Information Request – Application for a Development Permit to Establish a Dual Occupancy (MCU21/0192) 164 Edwards Street, Sunshine Beach 4567 QLD Lot 108 on RP94566 Adam Flanagan and Shane Tye
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Page 2
N
*Contours Plotted from Noosa A 37.00
Council Records. 21
Cut Volume (Garage) 182.33m³ RL 37.5
RL 36.9
Cut Volume (Driveway) 29.71m³ RL 33.9 RL 33.9
Total Volume 212.04m³
Cut Zone
PROPOSED 36.00
79 GARAGE
RP94566 B
21 107
RP94566
RL 33.9 RL 33.9
38.00 RL 36.0 RL 35.4
PROPOSED
CONCRETE
.00
DRIVEWAY
35
RL 35.3 RL 35.0
.0 0
37
EDWARD STREET .00
0
35
.0
36
0 5 10 15 20 Metres
Scale 1:100
No. Description Date ADAM FLANAGAN & SHANE TYE APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado EARTHWORKS
34/13 Norval Court, MAROOCHYDORE, QLD 4558 164 Edwards St,
Project number T081-01
Tel/Fax: (07) 5479 6747
SUNSHINE BEACH QLD
Mob: 0422 039 247 Date 25/01/2022 3497 - 20
design & K.A.J
BEng, MIEAust, RPEQ 7198 Drawn by
email: [email protected] For & on behalf of AAA
PROPOSED DUPLEX Design & Development Consulting Checked by D.L.T. Scale @ A3 1:100
Page 3
RL 40.0 RL 40.0
Orig Gro Orig Ground Le
und Lev vel
e l
RL 35.0 RL 35.0
Proposed Garage Proposed Garage
Floor Level Floor Level
RL 30.0 RL 30.0
CH 00.0 CH 5.0 CH 10.0 CH 15.0 CH 00.0 CH 5.0 CH 10.0
Section A - A Section B - B
No. Description Date ADAM FLANAGAN & SHANE TYE APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado EARTHWORKS CROSS SECTION
34/13 Norval Court, MAROOCHYDORE, QLD 4558 164 Edwards St,
Project number T081-01
Tel/Fax: (07) 5479 6747
SUNSHINE BEACH QLD
Mob: 0422 039 247 Date 25/01/2022 3497 - 21
design & K.A.J
BEng, MIEAust, RPEQ 7198 Drawn by
email: [email protected] For & on behalf of AAA
PROPOSED DUPLEX Design & Development Consulting Checked by D.L.T. Scale @ A3 1:100
Page 4
CONCRETE/FOUNDATION NOTES:
1. All concrete shall be 25MPa UNO with 20mm nominal
maximum aggregate size and 80mm slump to AS3600.
2. No on site water to be added to the concrete unless
approved by the engineer.
3. All Concrete to be mechanically vibrated so that the Retaining Wall
concrete is fully compacted U.N.O. Footings.
4. Concrete is to be cured for a minimum of 7 days after
initial set. The curing method is to be approved by the
engineer.
5. Cover to reinforcement to be 40mm for all steelwork.
6. Concrete shall not be poured when the air temperature
is greater than 38 degrees or less than 5 degrees.
B2
7. Concrete footings and floors to be inspected by the 2/N12 Starter Bars
engineer prior to pouring. The engineer is to be given 24 hrs. for 2 Stage Pour.
notice of such an inspection being required.
8. Slab Mesh is to be lapped so as the two outermost
SL72 MESH B2
transverse wires of one sheet overlap the two outermost
100mm SLAB
transverse wires of the other sheet. A
B2
9. All Reinforcement shall be adequately supported before
04
commencement of concrete pour to ensure cover and
placement of steel is maintained.
10. Controlled Fill shall be clean granular material (free of EC
clay) compacted to 95% standard compaction in layers no B2
greater than 150mm.
11. FOUNDATION MATERIAL: Organic Material, soft spots,
top soil and any other deleterious material shall be removed
from footing or slab excavations. Excavations shall then be
proof rolled and soft spots replaced with controlled fill if under
slabs or 15Mpa mass concrete if under footings. Site to have a
nominal bearing capacity of 100kPa and classification not
greater than 'S'.
Note; Based on the Sandy Soil Classification there is
Soil test by ASI Australian Soil Investigations, Report No; 210239(S). potential of a cave in during excavation. Shoring may be
12. Footings shall be founded below the bottom of existing
required, to be determined at builders discression.
or proposed adjoining service trenches. Excavations shall not
be taken below the bottom of adjoining footings.
13. The site shall be graded so that water cannot pond
against or near the house.
14. Care should be taken to control the flora so as to not
adversely affect the drainage of the site.
15. Site Classification "H1/P"
No. Description Date ADAM FLANAGAN & SHANE TYE APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado CONCRETE FOOTING LAYOUT
34/13 Norval Court, MAROOCHYDORE, QLD 4558 164 Edwards St,
Project number T081-01
Tel/Fax: (07) 5479 6747
SUNSHINE BEACH QLD
Mob: 0422 039 247 Date 06/12/2021 3497 - 01
design & K.A.J
BEng, MIEAust, RPEQ 7198 Drawn by
email: [email protected] For & on behalf of AAA
PROPOSED DUPLEX Design & Development Consulting Checked by D.L.T. Scale @ A3 1:100
Page 5
N16 Bars @ 400 crs,
lap 650mm with Starter Bars.
N16 Starter Bars @ 400 crs,
lap 650mm with slab mesh. Mesh TIMBER
Hollow Core N16 @ 400 Crs WALL
Refer Plan for Width TOP UP SLAB
250mm Slab Overlap 650mm
Mesh as noted 500
175
310
650 Overlap SL72 MESH
on plan.
85
85
100
HOLLOW CORE
250mm PLANK
Natural ground N16 Starter Bars @ 400 crs, 30x3mm Neoprene N16 @ 300 CRS
no settlement. lap 650mm with slab mesh. Bearing Strip. OVERLAP 600
200 block
2700mm MAX RETAINED HEIGHT
Note: Fully core fill N16 Starter Bars @ 400 crs,
all block cores lap 650mm with slab mesh.
N16 @ 400 crs
HOLLOW CORE DETAIL C
Permeable filter barrier lap 800 with N16 HOLLOW CORE DETAIL B 03
starter bars 03
Free draining N12 @ 400 (Horz.) lap 600 TOP UP SLAB TIMBER
granular backfill. cog 600 at corners. 500 WALL
SL72 MESH
N16 @ 300 CRS
85
Wall Sealant Note lap N16 starter bars
250
min 800 with vert N16 bars HOLLOW CORE
55 cover to back face. 250mm PLANK
DIA.100 Agricultural drain N12 @ 300 CRS
HOLLOW CORE DETAIL D
filter fabric to discharge Mesh as noted 03
away from the building. on plan.
REFER FOOTING PLAN N59 OR 3/N16 BARS TOP & BTM
75 BTM. COVER
FOR FABRIC SIZE R10 STARTER LIGS
400
AT 400
100
SELECTED BEDDING
Water Stop N16 @ 400 CRS
N12 @ 400 CRS
Construction joint may be 1000
placed here if required,
N12 Starter Bars at 900 crs
use C-Block.
Piers to be founded
HOLLOW CORE DETAIL A
1900 Below Existing B2 BEAM
01
Ground Level.
No. Description Date ADAM FLANAGAN & SHANE TYE APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado CONCRETE FOOTING DETAIL
34/13 Norval Court, MAROOCHYDORE, QLD 4558 164 Edwards St,
Project number T081-01
Tel/Fax: (07) 5479 6747
SUNSHINE BEACH QLD
Mob: 0422 039 247 Date 06/12/2021 3497 - 02
design & K.A.J
BEng, MIEAust, RPEQ 7198 Drawn by
email: [email protected] For & on behalf of AAA
PROPOSED DUPLEX Design & Development Consulting Checked by D.L.T. Scale @ A3 1:100
Page 6
P2 P2
100mm SLAB
B
02
B6 B6
B6
B4 B5
B6
SUSPENDED SLAB
B4 B4 B4 HOLLOW CORE
WITH 85mm COVER SLAB
(POLISHED CONCRETE FINISH)
SL72 MESH C
100mm SLAB 02
B4 B5
P1 B6
B6
EC
B6
B1
P1 100mm SLAB
D
02
No. Description Date ADAM FLANAGAN & SHANE TYE APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado FIRST FLOOR LAYOUT
34/13 Norval Court, MAROOCHYDORE, QLD 4558 164 Edwards St,
Project number T081-01
Tel/Fax: (07) 5479 6747
SUNSHINE BEACH QLD
Mob: 0422 039 247 Date 06/12/2021 3497 - 03
design & K.A.J
BEng, MIEAust, RPEQ 7198 Drawn by
email: [email protected] For & on behalf of AAA
PROPOSED DUPLEX Design & Development Consulting Checked by D.L.T. Scale @ A3 1:100
Page 7
NS9 CAGE OR EQUIV. REFER FOOTING PLAN 30mm MIN BOT COVER
75 BTM. COVER FOR FABRIC SIZE SL82 FABRIC
REFER FOOTING PLAN FOR 225 MESH LAP
SLAB DETAILS
MAX
STEP
FINISHED
SURFACE
LEVEL BEDDING
DPM
270
SELECTED SAND BEDDING SAND
SELECTED BEDDING
500x150 SLAB THICKENING
R10 STARTER BARS AT REFER TO FOOTING BEAM LAYOUT
450
600 CRS.COG 100mm MIN. FOR LOCATIONS
400 LAP WITH SLAB FABRIC BEAM B2 MUST BE POURED
NS9 CAGE OR EQUIV. WITH MAIN FLOOR SLAB. PIERS TO FOUND MIN 300 INTO
BAR CHAIR
75 BOTTOM COVER NATURAL STIFF SILTY CLAY
TYPICAL
LAYERS. REFER FOUNDATION
PIERS TO FOUND MIN 300 INTO PLAN FOR PIER SPACING.
NATURAL STIFF SILTY CLAY WHERE PIER DEPTH EXCEEDS
FILL OR EQUIV.
LAYERS. REFER FOUNDATION 1500mm, REINFORCE WITH
PLAN FOR PIER SPACING. 2/N12 BARS.
WHERE PIER DEPTH EXCEEDS
1500mm, REINFORCE WITH
FILL OR EQUIV. 2/N12 BARS.
SLAB THICKENING DETAIL
B5 BEAM B5
B6 BEAM
B1
TRENCH MESH
SL82 FABRIC TO
TOP OF B1
A
R6 LIGS OR BAR -
CHAIRS TO SUPPORT MESH.
R10 STARTER BARS
REFER BEAM B1 FOR
MAX 400 CRS.
STANDARD TRENCH MESH
B1
SIZES. TRENCH MESH
SECTION A-A
EXTENDED CORNER
EC
No. Description Date ADAM FLANAGAN & SHANE TYE APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado FIRST FLOOR DETAIL
34/13 Norval Court, MAROOCHYDORE, QLD 4558 164 Edwards St,
Project number T081-01
Tel/Fax: (07) 5479 6747
SUNSHINE BEACH QLD
Mob: 0422 039 247 Date 06/12/2021 3497 - 04
design & K.A.J
BEng, MIEAust, RPEQ 7198 Drawn by
email: [email protected] For & on behalf of AAA
PROPOSED DUPLEX Design & Development Consulting Checked by D.L.T. Scale @ A3 1:100
Page 8
150x4 SHS 100x4 SHS
600mm
600mm
5CFW 200x125x6 PL 5CFW 200x125x6 PL
TO BASE OF SHS. TO BASE OF SHS.
1500mm
WELD 4/N12 BARS
1500mm
WELD 4/N12 BARS
150mm
150mm
Ø350 Ø350
(P1) SHS POST DETAIL (P2) SHS POST DETAIL
SCALE 1:10 SCALE 1:10
No. Description Date ADAM FLANAGAN & SHANE TYE APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado CONCRETE FOOTING DETAIL
34/13 Norval Court, MAROOCHYDORE, QLD 4558 164 Edwards St,
Project number T081-01
Tel/Fax: (07) 5479 6747
SUNSHINE BEACH QLD
Mob: 0422 039 247 Date 06/12/2021 3497 - 05
design & K.A.J
BEng, MIEAust, RPEQ 7198 Drawn by
email: [email protected] For & on behalf of AAA
PROPOSED DUPLEX Design & Development Consulting Checked by D.L.T. Scale @ A3 1:100
Page 9
CONTROL JOINT @ 6000 CRS BOND BEAM N16 BAR 110mm BRICKWORK 350mm SQ ENGAGED BRICK PIERS
1800 MAX WALL HEIGHT
GROUND LEVEL GROUND LEVEL
250
1-N16 VERT BAR
350 DEEP x 350 WIDE STRIP
FOOTING 1-LAYER F11TM TOP & BTM
WITH R6 LIGS AT 500mm OR NS72 CAGE
1600 DEEP PIER
1-N16 BAR 75 MIN BTM COVER
LAP 600 MIN WITH CONSTRUCTION NOTES:
PIER REO 1/ ALL CONSTRUCTION SHALL BE EXECUTED IN ACCORDANCE WITH
THE CURRENT EDITION OF AS 3700.
2/ GROUT F'c = 20MPa MAX SLUMP 200mm MAX AGG SIZE 10mm
3/ MORTAR CLASSIFICATION - M3
4/ FOOTINGS - CONCRETE F'c = 25MPa SLUMP 50 - 100mm
MAX AGG SIZE 20mm
450 DIA
PIERS @ 3000 crs
BRICKWORK GARDEN WALL WITH ENGAGED PIERS (N3 OR W41N)
No. Description Date ADAM FLANAGAN & SHANE TYE APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado BLOCK WALL DETAIL
34/13 Norval Court, MAROOCHYDORE, QLD 4558 164 Edwards St,
Project number T081-01
Tel/Fax: (07) 5479 6747
SUNSHINE BEACH QLD
Mob: 0422 039 247 Date 06/12/2021 3497 - 06
design & K.A.J
BEng, MIEAust, RPEQ 7198 Drawn by
email: [email protected] For & on behalf of AAA
PROPOSED DUPLEX Design & Development Consulting Checked by D.L.T. Scale @ A3 1:100
Page 10
RESIDENTIAL ELEVATED SITE
V THR
OU
IOS GH
TR
SLA
B
30 Metres Max
WC
WC IOS
IOS
FWG IOS
BTH S
THR
SHR OU LEGEND
GH Swivel / Expansion Joint
SLA
B- Expansion Joint
SH Inspection Opening
IOS AL
LO
W
30 Metres Max EN
D
IOS
LEGEND Path
Swivel / Expansion Joint UN Screw or Glue to
Expansion Joint DE
RS Downpipe
Inspection Opening LA Lagging As per
IOS
B-
Overflow Relief Gully SH
AL Australian
IOS Inspection Opening to Surface LO FOOTINGS
W Standards
V Vent EN
D
BTH Bath
SHR Shower Flow
FWGFloor Waste Gully
WC Water Closet
TR Trough
Authority Sewer S Sink Expanda Joints
GUIDELINES FOR PVC-U DRAINAGE SYSTEM GUIDELINES FOR PVC-U DRAINAGE SYSTEM WITH
WITH EXPANSION AND SWIVEL JOINT EXPANSION AND SWIVEL JOINT LOCATIONS FOR
LOCATIONS FOR REACTIVE SOILS REACTIVE SOILS GUIDELINES FOR PVC-U DRAINAGE SYSTEM WITH
EXPANSION AND SWIVEL JOINT LOCATIONS FOR
REACTIVE SOILS
No. Description Date ADAM FLANAGAN & SHANE TYE APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado POOR SOIL PLUMBING
34/13 Norval Court, MAROOCHYDORE, QLD 4558 164 Edwards St,
Project number T081-01
Tel/Fax: (07) 5479 6747
SUNSHINE BEACH QLD
Mob: 0422 039 247 Date 06/12/2021 3497 - 18
design & K.A.J
BEng, MIEAust, RPEQ 7198 Drawn by
email: [email protected] For & on behalf of AAA
PROPOSED DUPLEX Design & Development Consulting Checked by D.L.T. Scale @ A3 1:100
Page 11
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