Council archive · source document
20220109 - SCG 31158-Civil-Issue 2 04.02.2022 · OPW23/0182
Attached to the e-mail Operational Works Application OPW23/0182 - 21 Maher Tce, Sunshine Beach QLD 4567 (Email 1 of 4).
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
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
4\89 EXISTING SURFACE SPOT LEVELS.
RAMP. INDICATES DIRECTION OF RAMP UP OR
———~ _ 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
GD xxx 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,
—___ 5 ——__ 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
SAY DIAL 1100
“wy BEFORE YOU DIG
44,
43,
42.
Elevation
40,
39.
Ole
Sly
Ot
4h x Sep
oev
EDGE OF BITUMEN
EXISTING GROUND
SHOWN DASHED.
MAHER
TERRACE
6.15m
39.350)
; 39.700] (Quay,
\ ” . e
s
e Ss e
» © \
& e \ S6e
\ Ong
SEEK COUNCIL APPROVAL FOR \
NON-COMPLYING DRIVEWAY, AC
DIMENSIONS & LEVELS AS NOTED. oN
Ss \ oop
@
e \
SOp & a
e ; 40.850 \
116°30'’ 4.
27.138
Sp
ez!
KEY
EX. SWPT EXISTING STORMWATER PIT
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
v ow AISTING SeWER ANE 2. ALL DIMENSIONS IN MILLIMETRES
EX SCP EXISTING SEWER CONNECTION POINT 3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
E.0.8. EXISTING EDGE OF BITUMEN + ANY DSOREBANOES BETWEEN THESE DRAWING AND THE
K &C EXISTING KERB & CHANNEL “
NSL NATURAL SUREACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED 10 THE
Fie FIRE HYDRANT ENGINEER IMMEDIATELY.
re TISTRA DIT 5, THE BUILDER |S RESPONSIBLE FOR LOCATING ALL EXISTING
Ep HLECTRCAL PILLER SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
P ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WTH THE
KERB _EXISTING KERBING
OP ERSTING POWER POLE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
EX. SHPT 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
See 6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB
DEPTH.
ROCORDANGE. Wn CRUG oD N 7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH
STR IPWEA SID Re. RS-049 AND EVERY 2ND MESH WIRE CUT ALONG JOINT.
RS 8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
RS-050 AND COUNCIL REQUIREMENTS. 9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE
EDGE OF CURVE
10. ALL SERVICES 10 BE LOCATED AND PROTECTED AS REQUIRED
PRIOR TO WORK COMMENCING
_ ®B 22
40,800 |p
O'uj
e ZZ SLAB MESH
x S MIDDLE a
gy
@*
__ f — CONTROL
I 50mm COMPACTED JOINT.
SAW CUT AND
| BREAKOUT L__ GALV R16 DOWEL SAND BED
| BACK OF KERB 400 (L) @ 450 CTRS
jb-—, RESIDENTIAL CROSSOVER — LAYBACK KERB
) RESIDENTIAL
“|| DWELLING
BASEMENT
FL AI.220
’
SITE PLAN — DRIVEWAY & CROSSOVER PLAN
Scale 1: 100
GROUND FLOOR RL 43.920
RS
<S- GARAGE RL 41.220
PROPOSED DRIVEWAY
SURFACE
5 & 5 & & 5
= = — ~ ~ S
oo, 8 ? ? $ = e
Design Line Segment Lengths S 5 3 S és SS
, 2.00 1 2.00 L 4.24 J 2.00 9.64 110 5
r T T T T ToS 7
e: 2 ° = g
Design Line Grade & Level © S = 8 5 & s & 8 28
3 3 3 < z zor
EXISTING S.L. - 5 = x
CUT/FILL - § s Z
oS Oo oO
CHAINAGE. - = S g
DRIVEWAY LONG SECTION A-A
Scale 1: 100
Sty
sev
A
a
°
26.876
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
|
|
|
|
|
|
|
DRIVEWAY SLAB
125mm THK
SL82 MESH
40mm TOP COVER
WET TOOLED
CONTROL JOINT.
150mm
SZ
ieonomtannsn 7g
“\—LOWER SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY
SECOND WIRE 50mm CLEAR
ALONG LINE OF JOINT
TJ) TOOLED JOINT RESIDENTIAL
fnanu-——1_?—)_?m1:100 © At
Revision
Description Date
Iss
"FOR APPROVAL
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
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
C) ste
DEBUILD T/A
Title:
DRIVEWAY & ACCESS
Project
21 Maher Tce,
SUNSHINE BEACH
Drawn
Date: FEB 22 SR Design
TH
10.06.16
Checked: Drg No.
Srcnadson |! | O1198 -C2.1] -
1:200 @ A3
Rex
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
20220109 - SCG 31158-Civil-Issue 2 04.02.2022.pdfRelated documentApplication case desk ↗
20220109 - 21 Maher Tce, Sunshine Beach - Construction of Detached Dwelling and Swimmi - SCG 31158-Civil-Issue 2 04.02.2022.pdfRelated documentApplication case desk ↗
About this file
- File size
- 2.7 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.