Council archive · source document
Approved Plans - OPW23/0182
Plans and drawings: the text below has words only, no drawings.
MAHER TERRACE
.5
39.5
40
39.5
40.0
40.0
41.0
40.5
41.5
42.0
116°30'
57'
41.0
101°
42.5
27.138
41.5
5.055
S
43.0
0"
0'3 42
.0
°5
72 5
05
5.
43
.5 42.5
43.0
.0
44
S
43.5
43.0
.5
44
44.0 43.0
5
44.
45.0
RESIDENTIAL 43.5
43.5
DWELLING
45.
.0
0
44
206°30'
26.876
.0
5
45.
44
44.5
46.0 32 44.5
8°
17
41 '
.98
4
46.5
45.0
45.5
45.0
47.0
.0
46
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
NOOSA COUNCIL
APPROVED PLAN
OPW23/0182
19 APRIL 2024 Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.
CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
COMMENCING WORKS ON SITE. ALL SERVICES ARE
TO BE PROTECTED IN ACCORDANCE WITH THE
AUTHORITY RESPONSIBLE FOR THE SERVICE
CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS
NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH IPWEA STANDARD Drg. SEQ-RS-080 &
COUNCIL STANDARD DETAILS
LEGEND
418.0 EXISTING SURFACE SPOT LEVELS.
INDICATES DIRECTION OF RAMP UP OR
RAP ss DOWN AS INDICATED
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT.
(OTT S—REFER SW1.1 FOR FURTHER DETAILS
(T.) DENOTES WET TOOLED JOINT TO
~~ TO DRIVEWAY SLAB, REFER TO DETAILS ON
DRG. OW4.2
Fay INDICATES DIRECTION OF FALL
oA TO FINISHED SPOON DRAINS.
x | 29.740 INDICATES PROPOSED FINISHED
SURFACE LEVELS
GRATED DRAIN CAST-INTO PAVEMENT.
(OTT REFER Swi. FOR FURTHER DETAILS
DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG OW4.2 FOR
THICKNESS AND REINFORCING.
—_ E— INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
w——_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
yp INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
www.dialbeforeyoudig.com.au
SA DIAL 1100
“wy BEFORE YOU DIG
44,
43,
42.
Elevation
40,
39.
EDGE OF BITUMEN
MAHER TERRACE
One
\ \ SEEK COUNCIL APPROVAL FOR
» ‘ NON-COMPLYING DRIVEWAY,
\ DIMENSIONS & LEVELS AS NOTED.
Oly @
Sly
0% -
e 116°30"”
Str
SL
39.350
\ OOP
oO
anv
Mn a
SITE PLAN — DRIVEWAY & CROSSOVER PLAN
|
| Scale 1: 100
|
|
| GROUND FLOOR RL 43.920
EXISTING GROUND
SHOWN DASHED.
RS
<S- GARAGE RL 41.220
SURFACE
& & & & &
3 8 2 = = 3
Design Line Segment Lengths 6 Ss é 3 6 6
L L 4.24 1 2.00 9.64 11410 5
T T T T ToS 7
. . & S ¢ 2 ¢«& E E Ni eb e
Design Line Grade & Level * = 6 2 gs S 5 N ges
3 3 g Ss stg
~ oO =
EXISTING S.L. — 3 = 3
CUT/FILL - s s =
Oo Oo Oo
CHAINAGE — = S S
DRIVEWAY LONG SECTION A-A
Scale 1: 100
PROPOSED DRIVEWAY
RESIDENTIAL
DWELLING
BASEMENT
FFL: 41.220
‘A
45.0
26.876
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FAH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLER
KERB EXISTING KERBING
P.P EXISTING POWER POLE
EX. SWPT
DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH COUNCIL STD
DETAIL IPWEA STD DRG. RS—049 AND
RS-050 AND COUNCIL REQUIREMENTS.
4.0m
NOMINAL
KERB LINE
‘LD
&
—=
SAW CUT AND
BREAKOUT L— GALV R16 DOWEL
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH THE
ATTACHED CRITICAL DEPTH LINE DIAGRAM.
FOOTPATHS AND DRIVEWAYS:
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY
FINISHED TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB
DEPTH.
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH
EVERY 2ND MESH WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE
EDGE OF CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED
PRIOR TO WORK COMMENCING
SLAB MESH
MIDDLE
CONTROL
50mm COMPACTED JOINT.
SAND BED
BACK OF KERB 400 (L) @ 450 CTRS
——
|
!
(oo RESIDENTIAL CROSSOVER — LAYBACK KERB
DRIVEWAY SLAB (0S) AS
PER LEGEND & DETAILS. (CROSSOVER GENERALLY IN ACCORDANCE WITH IPWEA
STD DRG. RS-049 & RS-050 AND COUNCIL STANDARDS)
125
|
|
|
|
100
SUBGRADE PREPERATION, REFER
GENERAL NOTES
DEPTH
DETERMINED
PAVEMENT MATERIALS:
125mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE
100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST
—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES
DRIVEWAY CARPARK PAVEMENT SECTION
|
|
|
|
|
|
ON-SITE
|
|
|
|
|
|
|
A
a
°
DRIVEWAY SLAB
125mm _ THK WET TOOLED
SL82 MESH CONTROL JOINT.
40mm TOP COVER
150mm
LLLLLLL LL LX, }
Corrente AS
“\—LOWER SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY
SECOND WIRE 50mm CLEAR
ALONG LINE OF JOINT
TJ) TOOLED JOINT RESIDENTIAL
Revision Description
Date
“FOR APPROVAL
the written permission of SCG Consulting Engineers.
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
‘ABN 40 098 481 899
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
pa. Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
Title:
DRIVEWAY & ACCESS
10.06.16
; ; ; : 5 Checked: Drg No.
munnint———L____?>——7__7m1:100 @ A1_— & ppeq 5835 31158 -C2.1
1:200 @ AS S Richardson
Rex
Project
NOOSA COUNCIL
APPROVED PLAN 21 Maher Tce,
OPW23/0182 SUNSHINE BEACH
19 APRIL 2024 Dae zap TPT gg [DIET
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Approved Plans - OPW23/0182.pdfRelated documentApplication case desk ↗
About this file
- File size
- 8.5 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.