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ADAMS+SPARKES Town Planning Report
Attached to the e-mail Multiple Housing Type 2 Duplex & Operational Works - IDAS Forms, Cover letter & Report - MCU17/0076 & OPW17/0224.
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Proposed Blockwork Retaining Real Property Description
Orange hatch Lot 06 on R.P.112875
PPdenotes extent of proposed
Proposed Clothes Drying Parish of Weyba
blockwork retaining wall in accordance with civil
Clothes line to be included in this area County of March
engineers plans. Refer to engineer's plans for
of the private open space. Area : 613.1 m²
retaining details. Max height 600mm.
Select boundary fence over, 1.8m above F.G.L. Site Cover : 39.9% (245.1m²)
Local Authority :
Proposed Residence - Unit B
5
RP81559
Existing Residence Noosa Council. NORTH
Location and size to be verified on site. Landscaping Total(Hard & Soft) :
Approximate Pad RL 2.4m All existing buildings and structures to be 273.9m²
IL -0.25
Approximate G.F. FFL RL 2.7m completely removed/demolished for proposed Landscaping Soft : 177m² (64%)
Approximate F.F. FFL RL 5.74m -0
.1
7
Feature Entry duplex development. Major vegetation to be
IL
(Flood Certificate Cer17/1361) 1.86 Landscaping Screened Bin Storage removed as shown in red dash line.
S
Location and size to be verified on site. SEWER MANHOLE
Structure
IL -0.27
CP Proposed Bin Storage
IL -0.17
Builder to ensure surface water is to fall GTP492
away from the proposed building and Screened from view 1400mm x 700mm pad for
1200350 2650 1.52
rubbish bins. Location and size to be verified.
prevent pooling in excavated locations. 89° 59' 30" 30.48 m 1.64
Low Brick Wall TELE PIT
1.73 1.73 1.66
1.79 1.77 1.75 1.79 NAIL
U. O.M.P.
L.O.M.P.
Wire Fence
Services +
To L Wall
1724
1.68
EDWARD STREET
Bin
1868
1500
to U wall
Lower Lying Fence
2324
Deck
2484
1.72 1.72
1.79 Clothes Line 1.71
Bin 1.67
1.70 1.69 1.69
1.68
Site Plan Notes
Landscaping
Proposed Unit B P.O.S Surface water drainage must be prevented from
*Telstra Line Underground*
4907 1.66
1.50
Approximately 112.6m2 private open space entering the building with FGL sloping away
to be verified onsite. (Purple Hatched) 1.79
Lower O.M.P. from the building & finished slab levels.
1.67
The builder is responsible to check all existing
1.73
7151 services prior to beginning construction.
*Powerline Overhead*
Upper O.M.P6 5.15
Top Gutter 1.61
1.6
1.52
SW UNDER GROUND Stabilised cut and fill batters to be a
1.6
1.80
2197 minimum of 1000mm away from footings
6154
Proposed Unit B Pool Brick
and are to have 1 in 1 max. gradient.
Driveway Width
Grade finished surface level
179° 59' 30"
Box
Location and size to be verified on site. Upper Wall 1.48
20.12 m
5554 from slab and footings.
5500
Pool Size 2850mm wide x 8400mm long.
*Sewer Line Underground Plotted From Records*
Kerb & Channel
Pool Fence to QDC/NCC. 1.81
5.44
Apex 6.52
O.M.P.
Apex
Position of proposed building to
Proposed Unit A Pool 6600 - Verify
be verified by builder on site.
359° 59' 30" 20.12 m
Location and size to be verified on site. 1.62 Location of existing services to be
SCREW
Pool Size 2850mm wide x 8400mm long. Garage Wall verified by builder prior to construction.
Pool Fence to QDC/NCC. 1.81 1.69
1.60
4907 Line of First Floor Wall.
WM
1.58 1.45
CP Line of Ground Floor Wall. 5.09
Top Gutter 1.54 Downpipe & Gutters
1.76 Lower O.M.P. 1.53
Proposed Driveway See civil design for downpipe flow rates.
Landscaping
GTP 1838 1.53
Garage
Location and size to be verified Layout to be checked for compliance by
1.79
1200 Concrete3000 1.53 qualified persons prior to ordering and
Proposed Unit A P.O.S 1.57 1.55
1.53 on site. Proposed driveway in
construction.
Approximately 112.6 m2 private open space 1.45 accordance with SEQ R050 details.
U. O.M.P.
L. O.M.P.
Services + Bin All slotted gutters and downpipes to be
1500
1868
1.57
1724
to be verified onsite. (Purple Hatched) Low Brick Wall
1.71 Clothes Line Bin Proposed Front installed to NCC and or AS3500 (relevant
1.70 1.66 Block Wall 1.65 1.61
1.68 1.64
parts).
269° 59' 30" 30.48 m Boundary Fencing Materials used are to be compatible with all
Proposed Residence - Unit A 1.49
1.46
1.59 Approx. 1000mm high select painted components upstream and down stream.
5
Approximate Pad RL 2.4m SP268656 timber picket fencing.
Approximate G.F. FFL RL 2.7m Feature Entry
Approximate F.F. FFL RL 5.74m Landscaping Climate Code Requirements
(Flood Certificate Cer17/1361) Structure Proposed Bin Storage Energy efficiency assessor to confirm
Location and size to be verified on site. Screened from view 1500mm x 1200mm pad for adequacy of proposed construction.
rubbish bins. Location and size to be verified. Provide insulation to N.C.C. code requirements
Builder to ensure surface water is to fall
or to BERS certification requirements.
away from the proposed building and
prevent pooling in excavated locations.
Existing Side Stormwater Note
Boundary Fencing All stormwater drainage shall be in accordance
Proposed Clothes Drying Existing blockwork boundary fence to remain with A.S. 3500.3.
Clothes line to be included in this area as required. Engineer to confirm adequacy for
of the private open space. use as site retaining wall. All stormwater drainage shall be in accordance
Select timber fencing to be placed over existing with S.C.R.C. guidelines to minimise erosion
fence to bring it to a Max. Height of 1.8m and scouring. Stormwater flow other than
natural overland flow shall not be discharged
onto neighbouring property.
PROPOSED SITE PLAN All stormwater drainage design is preliminary
and shall be confirmed by a licenced hydraulics
Scale 1:200 @ A3
designer.
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
PP
Revision Schedule Client Name: The Property Clinic
Sheet Number: 02 Project Number:17-027
Revision Number Revision Description Revision Date Issued by Project Address: 25 Edward Street, Noosaville
4 DA Drawing Set 24/05/2017
Climate Zone: 2
5 DA Drawing Set 1.1 20/06/2017
Wind Category: To engineers spec.
Site Plan
Email: [email protected]
website: www.iconbuildingdesign.com.au Project Issue Date: 20/06/2017 Project Status: Development Application Set 1.1 Scale: As indicated
Phone: 0488209840 Checked/Signed By Director: Bradley Hunt Drawn By: Aaron Waters QBCC LIC# 126221
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