Original source · versioned page text
Plans
Attached to the e-mail Operational Works Application OPW19/0046 - 1/100 Rene St, Noosaville.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn Square Corners
Colours
- CMYK (None Specified).
- White (6mm Acrylic).
- Red: Dibond ACM (Traffic Red).
Front Application
Materials
- 3mm Dibond ACM (Traffic Red).
- 6mm White Acrylic.
- Aluminium fabricated Sub-Frame.
- 40x40x3mm Aluminium Angle.
- 25x25x3mm Aluminium SHS.
- White Calendered Vinyl.
- Gloss Black Paint.
trading hours
Mon - Fri 7.00am - 4.30pm
enquiries 07 5377 2310
Description
"Actrol" - Non-illuminated painted black
3mm Dibond “Traffic Red” ACM aluminium 'Z' sub-frame cladded face
cladding with 50mm returns. and return in red dibond with 6mm
Fixed to aluminium subframe. white acrylic graphics fixed to face.
NTS NORTHERN ELEVATION: 6mm White Acrylic router cut.
01 GENERAL OVERVIEW Fixed to face of ACM cladding.
White SAV graphics
applied to face of ACM cladding.
5500 mm
Aluminium Subframe 50mm with
50 2750 mm 2750 mm 50
100 mm
3mm ACM Cladding. Painted gloss black. Quantity Page
1 1 of 2
NTS ISOMETRIC VIEW:
04 GENERAL OVERVIEW
NTS TOP VIEW: Scale
02 GENERAL OVERVIEW NOT TO SCALE
5600 mm File Location
NAS-4\Data\Jobs\R\Reece Group\26754
1400 mm 1470 mm 1330 mm 1400 mm 100 mm - Reece Group - ACTROL - Noosa\
5 - Proofs
Client
Reece Group
Project
1570 mm
1570 mm
1470 mm
904 mm
ACTROL - Noosa
Work Order #
26754
Item #
1
334
Version #
1
50
Date
50 16-08-2018
326 326
Designer
NTS FRONT VIEW: NTS SIDE VIEW: DT
03 GENERAL OVERVIEW 05 GENERAL OVERVIEW
Checked
N/A
All artwork remains the property of SignSite. Copyright is reserved by SignSite.
Unless authorised by SignSite in writing , no reproduction or disclosure to any third party is permitted.
1300 20 12 20 IMPORTANT NOTICE
Although every care is taken to ensure that the layout in this artwork is accurate, Signsite will accept no responsibility for incorrect information or spelling errors after
www.signsite.com.au receiving your design approval. So please take extra care in checking all info , including colours, sizes, quantities, etc. We will endeavour to match your colour to our
best ability, however due to the limitation of the technology we cannot guarantee a perfect match.Thank you.
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 2 pages
Page 2
\
\
\
Approxi
imate Alignment onty!
records
Plotted from
0
ees ie
Q |
\
\
S \
&
0 /
X 375Rcp
4.26
Wee
4.26 —_
W077 s _——_$
+
—_—— Ww
474°41'10"
Stormwater pit
solid concrete lid
unable to access ,
2
SP230643
11
SP230643
43.88
43.65
‘Stormwater pit
solid concrete lid
_, unable to access
ry
+3.92
1
SP230643
+3.85
1,585m?
43.77 H
Adjoining si
ig 9 site
ee ‘ary access +
Construction
vechiles
3.99
43.32
SCALE 1:200 when plotted at A3 size
Rev Amendment Date
[Service Above Ground | Invert Levels] DBYD records
Services Measured
ewer Yes es
eee = Yes”
er es.
5 N Teck Yes a io,
f-OmmMs. es vO
Ye
SP222982 i Service Locatar— | Vacuum pothating
ewer lo lo
© lo lo
we Vater io o
es lect, lo lo
ert Fomms. lo
43.34 Loe A = °
SF Field Shot Taken Here
X300RCp SO 7
\ IL:2.23 o 4
. SF < be 7 Field Shot
j B ~~ y Taken Here
/ vy Tavement
A? Typical Box Kerb Typical Traffic
+ oe Here Island Kerb
& — TOG=Top of Gutter
RR=Roof Ridge
as Typical
ee | Mountable Kerb
[Benchmark - Screw in | Legend
| j Sears __d ope out Electricity Box Bl
_— 8 “oy Elect. Light Pole @
“ © oe Electricity Pit —
es, ov | Electricity Pole ®
paces \
7 + Cg Y Fire Hydrant e
y e Gas 3
Stookpless leah ay z Gully Pit (Backstone)
|=
N45
3.78 Te
+3.90 if\t
341
Construction - commercial building
\l
29, Alignment only
Approximate Alig
jd from records
Plotted from
SP222982
Gully Pit (Centre of Grate)
Inspection Opening
Post
Sewerage MH
Stormwater MH
Telstra Pit
Tree
Valve
Water Meter
Comms Pit
Edge of Concrete —————_______
Top of Bank
Bottom of Bank
Gas
Electrical
Sewerage
Water
Edge Of Bit.
Stormwater
Comms
Overhead Wires
Fence
Crown of Road
Coding for Trees
GM =Gum Tree
LE= Leopard Tree
IB =Ironbark
J =Jacaranda
M =Mango Tree
CA =Camphor Laurel
OR =Ornamental Tree
E
6
o
>
a
3
e
&
°
6
z
8
a
a
s
3
3
«
5 »
3
ge
el
23
33
Type of Tree
Dia. of Trunk 0.2m
H
Gi
GM-0203085
Tree Legend
UTR =Unknown Tree
Inment only PO=Poinciana Tree
records
a
= dts
Brisbane
PO Box 3128 West End QLD 4101
Ph: 07 3118 0600
[email protected]
urban planning, surveying
& development
Mackay
PO Box 11711, Mackay Caneland QLD 4740
Ph: 1300 278 783
[email protected]
Dimensions and position of subject lot
must be verified by an Identification Survey
prior to design or construction
Real Property Description
Client WG Architects
Lot 1 on SP230643
Notes: The underground services have been compiled from a combination of field surveys, service locator and "Dial Before You Dig” records as per table above.
Invert levels and pipe sizes of hydraulics have been determined by field survey wherever possible. Whilst all care is taken to obtain accurate measurements,
it should be noted that OH&S restricts entry to confined spaces. Where pipe details have been obtained from council records, the plan has been noted accordingly.
The accuracy of service alignments shown on this plan may vary depending on the source of the data. Pot holing should always be undertaken to verify the exact
position prior to construction. Whilst all care has been taken to represent the location of all underground services, further services may exist.
Title boundaries were not marked at the time of survey and have been determined from the original survey plan dimensions only. For accurate locations of boundaries,
an Identification survey is recommended. These contours and levels do not represent the natural ground levels as defined by Cityplan 2014.
ite Block 24-06-10
Locality: Noosaville
Datum for Levels PM100227 RL:14.229 AHD
Detail and Level Survey
Lot 1, 100 Rene Street, Noosaville
F Book L Book
PNE170330 =
Magnet File
Drawn
PMcK
Seale
1:200
Date
16/8/2017
Surveyor
PMcK
Project No.
BNE170330
Drawing No.
$9553-A3
Page 3
Noosa Council documents
-
NOOSA COUNCIL
APPROVED PLAN
132007.1841.7 16 FEB 2018
2.6 m 2.6 m 2.6 m 2.6 m 2.6 m 2.6 m 2.6 m 2.6 m 2.6 m 2.6 m 2.6 m 2.6 m 2.5 m 2.5 m 2.5 m 2.4 m 2.4 m 2.4 m
GRATED DRAINS TO CIVIL ENGS DETAILS GRATED DRAINS TO CIVIL ENGS DETAILS
NEW SECURITY FENCING
5.4 m
EXISTING DENSE VEGETATION
COMMON STREET TO ACCESS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
5.1 m
ACCESS PATH
NEW SECURITY FENCING
CAR PARKING
(16 + 1 ACCESSIBLE LOT)
5885
6000
6470
NEW SLIDING SECURITY GATE
7920
WAREHOUSE CANOPY
NEW SECURITY EXTENT OF EAVE
LOADING AREA
RENE STREET
FENCING TRADE CANOPY
BIN STORE
600
A LINE OF BUILDING BELOW A
NEW SECURITY
FENCING
600
3520 5.0 m
CANOPY
PROPOSED ACTROL STORE
16.1 m
3° FALL
3° FALL
LOT 1 ON SP230643
LANDSCAPING
T
EASEE OF
MEN
3° FALL
LINE OF BUILDING BELOW
LIN
EXTENT OF
EAVE
NEW SECURITY FENCING TO METAL ROOF SHEETING
5.9 m BOUNDARY 43.4 m EAVES GUTTER 5.0 m
ADJACENT VACANT PROPERTY
1 SITE PLAN
- 1 : 200
LOT 1 / 100 RENE STREET NOOSAVILLE, QLD, 4566 JOB No.
170115
DWG No.
DA-004
REVISION
10
Document Set ID: 20534787 www.wgarchitects.com.au | 07 3216 0555
Version: 2, Version Date: 23/02/2018 Print Date: 23 February 2018, 2:39 PM