Council archive · source document
Cover letter - GIA application · MCU21/0012.01
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
N3 Wind Category Communications Pre-wired Steel Frame and Trusses SITE:
#4 BRUCE STREET
ALFRESCO PLATFORM TO BE GLENEAGLE
DUG IN AT 50.675 AHD AND
≤ NORTH POINT WARNING ≤
The north point shown relates to the subject survey plan.
SPOIL STOCKPILED SO IT CAN Backfill around Alfresco slab.
LOT 41 ON SP298418
Date:
The user should ensure this is suitable for their purpose BE BACKFILLED AROUND THE Stepdown from finished Alfresco
SLAB surface to ground level not to
G Developments Turn Key Package exceed 230mm
VACANT 1 0
78.7m² - Exposed aggregate conc. driveway .0 .9
(4.0m wide at boundary), path, porch and exit pad. HOUSE Approx.location of post mounted 50 49 Exposed aggregate driveway, LOCAL AUTH: SCENIC RIM R.C.
50
WELL CLEAR clothes line over gravel with 49.68
400x400 Pavers .0
5 crossover, path and Porch 49.55 AREA: 548m²
.00
As constructed drawings required to determine final 8 drainage & weed matting
.8 2 7 50 6 49.68
UBD REF: 332 A4
location of services 49 .0
.0
9 .1
0 .0 .9 49.68 49.50
50.00 50 50 50 49
50 0.6m wide exposed aggregate 8
5 FENCE 18.0m 37.198 exit pad .8 79 49.51 SL
49 FOUND 49.
(SWR HC)
Approx. Position of sewer 'house connection'. Plumber to
.3
6
50.2
7 6
314°0' 50
.6
9
3
PEG
.8
4
49.68
49.67 49.50
GULLY TRAP
CONTOUR AND DETAIL SURVEY
confirm on site prior to commencement of excavation 50 .7 .7 .6 49
50 50
FOUND
DP
OF
50 THIS SURVEY MAPS THE SITE FEATURES AND
DP
TOP
Wall
200
PEG NOT 9 K 49.53
.7
68
BAN 6
50 9 LEVEL, IT DOES NOT GUARANTEE THE POSITION
49.
Best practice procedures for erosion & sediment control
76.1 m 2 .5 .8 AHD 49.60 RL
as outlined by Scenic Rim Regional Council regulations 50 49 EDGE/BITUMEN OF PEGS, ALLOTMENT BOUNDARIES OR FENCES.
M
2.7 m2 REF NAIL IN
TTO
DP
to be adhered to
TOP
TOP
CHECK TITLE FOR ANY EASEMENTS.
WELL CLEAR
Disperse stormwater to legal
BO
66° 09
point of discharge
HOUSE
SERVICES
1000
Trees within the zone of influence to be
0'
1
FILL 969
10.
retained.
224°0'
9G
16.0
Suitable precautions should be taken
5 arag
such as additional piering .7 e Do NO
ET
O/H POWER
DP
50 or 49.68
4000
3 6 6BUILDING PLATFORM TO
3 .8 .7 . 7 BE DUG IN 49.83
.4 50 50 50 U/G POWER YES
Client's Signature:
RE
Note: 50 AT 50.750 AHD AND SPOIL
OF
OF
4
.5
FENCE 16.0m
2 WATER YES
STOCKPILED SO IT CAN BE 50 .0
DP
1000
Approximate height and positions of retaining walls and fences FOUND
50
ST
shown. The heights and positions may vary from the plans due to BACKFILLED AROUND THE SLAB PEG NOT TELECOM YES (NOT FD)
6890 OMP
50
OF
50.50
site conditions at the builders discretion. Approx. location of GAS NOT FOUND
.00
polytech letterbox
7340 Wall Proposed CUT
49.95
6 49.82 SEWER YES (NOT FD)
Fence Legend
BANK
E
H=2.0
.4
Residence
6.751
50
R=1.0
55°0'
7
UC
D=0.05 ROOFWATER ROAD
K
1 BANK .7
BANK
.8
BAN
1800 high timber 'goodneighbour' 50 9
OF 2 TREE
50 .8 .7 BOTTOM 6527 W
pailing fence .5
5 50 50 .6
7 all APPROX
STORMWATER ROAD
DP
BR
50 50
SWR H/C
DP DP
6000 O
75
49.95
Approx. Total length of fence = 60.2m MP CONDUIT
50.
FOUND LINE
2 OF FOUND SEWER
Approx. Length of fence FENCE XX.Xm PEG NOT 8 3 .2 7
LEGEND
BANK
.1 .2 .3
50.09
PEG APPROX
51 51 51 32.123 .2
9 APPROX
50
51
2090
Wall
OMP
SWR H/C 50.03 IL=
1640
TOP 2 4
134°0' .9 .2
FENCE 2.1m
51.00
CONDUIT OUTLET
50
50
5 FENCE 24.1m 50 507 R/WATER CLAY LOAM O/H LIGHT
50.25
Please discuss proposed retaining walls with your .7 2 .1
.7
50 .2
50
adjoining neighbour prior to construction to ensure that
51 51 .0 50.21 WELL GRASSED
5
0 50.08 S/WATER PIT
.5
the height of the retaining wall is appropriate to suit the
0
finish ground level on adjacent blocks VACANT FIRE HYDRANT
Timber sleepers under fence (if required)
WATER VALVE
SINGLE STOREY 3989 10904 MOUNTABLE KERB
1200 1000 1000
Garage wall
HOUSE 2789 8904
IRON ROOFING +12.5% NON-MOUNT KERB
NOTE: SEWER AS-CONSTRUCTED PLANS
WERE UNAVAILABLE AT THE TIME OF SURVEY.
(UNDER CONSTRUCTION)
Max
REF RL. 49.60
Slab FFL 51.225
RETAINING WALL LEGEND
+25% lowable
Grade
al
+10% DATUM AHD (VIA LOT 203) [21-1085]
FOR THE EXACT POSITION OF SEWER LINES Pad FGL 50.750
100 ± Allowed
+13.1%
CONTACT THE LOCAL AUTHORITY. Timber retaining wall
Site Coverage: 37.1%
+2.0% +12.5%
+11.5% +10%
NOTE: NOT ALL BOUNDARY CORNERS ARE Inv 49.650
DEFINED IN THE FIELD. CLIENT SHOULD Masonry Block +17 +155 +211 +311 +1475 +1575
(as per Building Act 1975)
Retaining walls Note:
CONSIDER AN IDENTIFICATION SURVEY Scenic Rim Regional Council
Refer to "New Access Driveway Approval"
1000 Proposed driveway profile Services shown hereon have
BEFORE CONSTRUCTION COMMENCES. Approx. Height of retaining walls (mm)
Scale 1:150
been located where possible
OVERLAND FLOW POTENTIAL: R by field survey.
SITEWORKS TREE LEGEND
Siteworks / Notes - Subject to full covenant approval by client prior to council lodgement. (PER QBCC SUBSIDENCE POLICY) We If not able to be located,
Cut:- 450mm services have been plotted
Cut Batter: 1:3 / Fill Batter: 1:3 - Subject to local government authority energy efficiency requirements. Fill:- 250mm
have inspected the subject site during
from the records of relevant
Pad R.L:- 50.750m survey and consider that it is UNLIKELY authorities where available.
Main Slab R.L:- 51.225m there is any potential for concentrated Levels & Contours shown
NO HEAVY COMPACTION - G Developments takes no responsibility for damage to existing hereon are related to AHD. H Prior to any excavation or
Alfresco Slab R.L:- 51.150m stormwater overland flow. The aim is to Prior to any construction the construction on the site, the
OVER SERVICES access way, retaining walls or fences. D=Trunk Diameter
Critical AHD Pad Level identify features such as a drain, gully relevant authority should be relevant authority should be
NO £ ¸ YES £
R=Radius (Spread) contacted for possible
Location of yard gullies are indicative only and or low point. No specific Local Council contacted for possible minimum H=Tree Height
Engineers Wind may be moved at the discretion of the builder on
Building platform height shown is approx.
floor level requirements and location of further
Classification: N3 Yard Gully
Only & may vary on site due to site searches have been conducted and flood information. D underground services.
site to suit site conditions conditions.
engineering analysis may be required.
All Content Copyrighted:-
C Client: Site Address:
Site Plan
This design and/or print is the property of G Developments P/L
Address: P.O. BOX 600 and is protected by the Commonwealth Copyright Act 1968. It
must not be used or reproduced in whole or in part without Jason Philip Oakes and Lot 41
PARADISE POINT, 4216 written permission. Any attempt to copy, use or reproduce the
www.gdevelopments.com.au
same, in whole or in part, will result in legal proceedings. Janette Karen Oakes Number 4 Bruce Street Plot Date: Drawn: Rev:
GENERAL NOTES:
Product: 6/10/2021 M.F.
Drawings are to be read in conjunction with the relevant client-builder
The Outlook Estate
ACN: 116332220
B
contract. Contract is to take precedence over drawings including but
Anzio Mod Scale: Checked: Checked Date:
TS
not limited to: - finishes, inclusions, upgrades, exclusions, additional
ABN: 77116332220 costs and works by the owner/builder. Incorrect inclusions or omissions
GLENEAGLE QLD 4285
EN
QBSA: 1086689 or typographical errors are not to be used in the interpretation of any 1:200, 1:150 M.F. 24.08.21
M
Coastal Facade
information in these drawings. Nor can they be used to claim any
P
SP: 298418 Sheet: Job No:
O
/L
additional or alternate items or services as a result of such errors. The B 24.09.21 Client changes - electrical and kitchen ILO linen M.F.
P
EL
"Building a Shared Vision" incorrect or omitted details shall be subject to subsequent correction
A 19.08.21 Pre Construction Copy M.F.
Garage to RHS 02 406623
EV
by the building company and documentation re-issued.
LGA: Scenic Rim Regional Council
D
DIMENSIONS TO BE READ IN PREFERENCE TO SCALING Rev Date Amendments By
GSPublisherVersion 120.57.85.100
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