Council archive · source document
RFI - Attachment 2 - Engineering Response and Plans · 132003.221108.3
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
SCG Consulting Engineers
ABN 68 669 675 790
23 March 2026
Unit 1/11 Project Avenue,
SCG Ref: 0694(L1) Noosaville QLD 4566
By email: [email protected] P: 07 5455 5604
E: [email protected]
S McGavin & Mt T McGavin
C/- Brennan Planning Pty Ltd
44 Maple St
Cooroy QLD 4563
Dear Sir/Madam
Re: 132003.221108.3 ~ Lot 10 on RP 91188, 27 Bayview Road, Noosa Heads
We have reviewed Noosa Council’s request for information dated 17 December 2025 and provide our response
to the Engineering related items.
Issue 5: Works in the Road Reserve
The proposal seeks to alter the existing driveway crossover to support vehicle access to the proposed garage.
Insufficient information has been provided to demonstrate that the alterations to the driveway crossover
compliance with AO8.1, AO9, AO21 and corresponding Performance Outcomes of the Low-Density Housing
Code
The submitted material does not document:
• the extent of alterations to the existing levels of the crossover and adjoining areas of verge; and
• the extent of any earthworks in the road reserve (including batters and/or retaining structures);
• that the B85 vehicle is able to access the site without scraping or bottom out on Bayview
Road; and
• how stormwater flows captured from the downslope of the driveway will be controlled, collected, and
discharged to a Lawful Point of Discharge.
Note – the construction methodology must be reflected in the recommendations of the future Arborist Report
(i.e., retaining walls, batters, etc.).
Response:
In response to Council’s information request, we provide the following: -
• Please refer to the attached civil engineering drawing set, which documents the proposed driveway
extension, earthworks and stormwater management measures.
• Due to the natural ground slope and the presence of established vegetation, the design adopts a
suspended slab driveway extension. This approach minimises disturbance to existing ground
conditions and tree root zones and avoids the need for retaining structures and/or significant filling
See the original
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Section 2
• Accordingly, no earthworks are proposed within the road reserve or verge.
• The proposal does not modify the existing driveway crossover connection to Bayview Road. The
works are limited to an extension of the internal driveway within the road verge. As such, the existing
interface with the road network remains unchanged.
• The proposed extension of the driveway grades are in the order of 1:15 (6.7%), which is compliant
with typical residential access requirements.
i) With respect to vehicle access, a review of the existing crossover geometry indicates that it
does not strictly satisfy current scraping clearance criteria. However:
ii) No changes are proposed to the existing crossover levels or geometry; and
iii) The property owner has raised no concerns regarding vehicle access or ground clearance
under existing conditions.
On this basis, demonstrating B85 compliance at the road interface is not considered applicable to the proposed
works, as no alteration to this section of the driveway is proposed.
• Stormwater runoff from the additional driveway area (approximately 16 m²) will be managed in
accordance with the existing site conditions. Runoff will be directed downslope of the existing
dwelling, discharging in a manner consistent with the natural overland flow path toward the adjoining
reserve. Given the minor increase in impervious area, no adverse impacts are anticipated.
If you require any further information, please do not hesitate to contact our office.
Yours faithfully
TOM HARRINGTON – RPEQ 27698
For and on behalf of
SCG CONSULTING ENGINEERS
SCG Consulting Engineers Page 2 of 2 SCG Ref:0694 (L1)
Section 3
THE SITE
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Section 4
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Section 5
Sewer M/H
(From records)
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BAYVIEW ROAD 68
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Site Benchmark
Nail in Bitumen
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
RL 107.77 (AHD) Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 10 ON RP 91188
Level Datum AHD
Level Origin PM 78210
Bayview Road, Noosa Heads N :
Survey information provided
by SONTO \
2 Storey
Rendered
Building
&. - Roof Line -
NO
©
Y A Si-39
Sor
3 Storey ~ \
Rendered & Timber Cladding
Building
Rao) 113
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Ys Ging /
147
NPW889
/ |
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\ 411
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\ —f
\ /
fey -
.
>,
%
%.
’
>,
%
Site Benchmark
Screw in Kerb
RL 106.18 (AHD)
Comms Pit
Not Visible
(From records)
>
N
e404
L m Back of Mountable Kerb
% N
S
eo eS
LEGEND s W
b® Ww oe °: Ne
© \ x AY / © \A/ x Road Ganireline s
4\80 EXISTING SURFACE SPOT LEVELS. W VV y VV
— ——_. INDICATES OVERHEAD ELECTRICITY N A YWIEW RO D
SUPPLY LINE ee & & a & 3 a
XN 9g %- . \ 2? Vv
INDICATES EXISTING SEWER LINE j N INS) we nN "8p NN
w——_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
| ——__ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS.
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
— Sw/EX
www.dialbeforeyoudig.com.au
11
Site Benchmark
Nail in Bitumen
RL 107.77 (AHD)
SITE PLAN — SITE SURVEY & EXISTING SERVICES
Scale 1: 100
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY 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
112
fnanu-——1_?—)_?m1:100 © At
1:200 @ AS
10.06.16
Ree
EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE
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
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
W.M WATER METER
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
k email:[email protected]
web:www.scg-engineers.com
‘SCG HOLDINGS PTY LTD Ti
SITE SURVEY & EXISTING
SERVICES
27 BAYVIEW RD,
NOOSA HEADS
Date:
March
Drawn Design
26 FS
TH
Checked:
RPEQ 27698 (7)
T Harrington |
Drg No.
0694 -OWI.1) .
Section 7
Cut/Fill Summary
Name Cut Factor Fill Factor2d Area Cut Fill Net
VOL 1.000 1.000 60.96sq.m 65.07 Cu. M. 22.13 Cu. M. 42.94 Cu. M.<Cut>
Sewer M/H
(From records)
Totals 60.96sq.m 65.07 Cu. M. 22.13 Cu. M. 42.94 Cu. M.<Cut>
10 .7
4
111
RP91188 Ve 10 7
779m² ge
t RL
at
io
n
9 Ve
8 .8
9 g et
at
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89 n
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10 10 10 10 11 11 1
BAYVIEW ROAD 8
11
.6 9
SCG HOLDINGS PTY LTD T/A
12 1
2.
3.
Unit 1/11 Project Ave,
1
48
.2 5 4 1 1 Noosa Heads
.7 .3 6 4 0 4 1
11
4 .9 .7
10 5 .1 .3
11
7 8 Ph (07) 5455 5604
10
3.
10 10
0 1 12
2.
11 11
email:[email protected]
09
1
3
web:www.scg-engineers.com
9
ABN 68 669 675 790
Title:
Project
DILAPIDATION REPORT:
SITE PREPARATION, EARTHWORKS & COMPACTION
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 10 ON RP 91188
Level Datum AHD
Level Origin PM 78210
Bayview Road, Noosa Heads N
Survey information provided
by SONTO
TEMPORARY CFA PILED RETAINING WALLS
— CFA PILED RETAINING WALL DESIGN AND INSTALLATION
BY A SPECIALIST CONTRACTOR
— DRIVING OF PILE WALLS NOT PERMITTED
— INSTALLATION OF GROUND ANCHORS INTO NEIGHBORING
PROPERTIES NOT PERMITTED WITHOUT OWNERS CONSENT
— ADDITIONAL MEASURES SUCH AS GROUTING THE JOINTS
IS RECOMMENDED TO REDUCE GROUNDWATER INFLOWS.
— PROVIDE GROUND MONITORING/VIBRATION CONTROL
DURING INSTALLATION.
— ESTABLISH SURVEY MONITORING POINTS ALONG PILED
WALL TO MONITOR WALL ALIGNMENT/ GROUND MOVEMENT
RC CAPPING BEAM
FULL LGTH OF WALL
RC CONTIG PILES,
DESIGN BY OTHERS | EXISTING GROUND LEVEL
—_Y
PILE DESIGN BY OTHERS
(OC) CONCRETE PILED RETAINING WALL
\ J SECTION
LEGEND
_---77 INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.
48.077
+\80 EXISTING SURFACE SPOT LEVELS.
INDICATES DEPTH OF CUT (NEGATIVE) OR
FILL (POSITIVE) AS NOTED
FFL
tied
PROPOSED FINISHED FLOOR LEVEL
INDICATES AREA OF CUT
INDICATES AREA OF FILL
Ny. 9035 INDICATES PROPOSED RETAINING WALL
BM oo LEVEL & HEIGHTS
INDICATES LOCATION OF SECTION LINES,
REFER DRG OW2.2 FOR DETAILS
INDICATES POSITION OF TEMPORARY
SHORING, DESIGN AND INSTALLATION BY
SPECIALIST CONTRACTOR
EE INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
—— w———_ INDICATES WATER MAIN APPROX
Cut/Fill Summary
Name
Cut Factor Fill Factor 2d Area
Cut
Fill
Net
VOL 1
000
1.000
60.96sq.m
65.07 Cu. M.
22.13 Cu. M.
42.94 Cu. M.<Cut>
Totals
— 779m?
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS.
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
60.96sq.m
65.07 Cu. M.
22.13
147
NPWE89
Cu. M.
42.94 Cu. M.<Cut>—
Yo | \
f |
t
411
YY /
\ | /
4
leg
Se,
%
SLAB AS DETALED 4
IN STRUCTURAL ex.
DOCUMENTS %
FFL AS
4
et ww _ NOMINATED.
) =e
KEY
EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
W.M WATER METER
PAVEMENT AS
DETAILED ON DRG
OW4.1
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
— Sw/ex
INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINERS DETAIL.
am RV
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
: ee ama FPL AS a
28, 4/6 LEVELLING-LAYER- NOMINATED. 3
Lx NN oS
@, ASIN \ +
8 J\ \
Neg, lo
) %&, % \
-s I FooTg As” DRIVEWAY /CARPARK PAVEMENT
\ | DETAILED Ngo
\ : STRUGTURA
WL DOCUMENTS
\ FINISHED LEVELS DIAGRAM /
) oY
TYPICAL SECTION |
RSA SN /
TOP : 103.100 - Y
BTM : 100.270 a
H = 2.830m
EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS
a“ i po
C) TOP : 104.370 | A\° THE BUILDER/CONTRACTOR
S§ . | SHALL CONFIRM ALL
SS BTM : 103.100 i RELEVANT LEVELS PRIOR TO
Ss H = 1.270m g - COMMENCING WORKS.
« & Ground /
pad level
: 103.1 00 yy, THIS FOOTING WITHOUT
7 17 (2 <3 PIERS IS FOUNDED
& A UNDERCROFT 22.397 ) SS | we THIS FOOTING IS FOUNDED ABOVE CRITICAL DEPTH
nt XN BELOW CRITICAL DEPTH LINE AND 1S UNSTABLE
© X(-0.066 FPL: 102.850 _Iss - LINE AND IS STABLE. STABLE .
& SL-39 7/1 Lammmmmpagamm! pees
KC1.568 Y UNE OF PROPOSED
79-526, A Z / PIERS OR UNDERPINNING FOUNDED [7 1a =~ EXCAVATION OR OTHER
Y . / BELOW THE CRITICAL DEPTH LINE NI | .
A774 | TOP : 106.200) WOULD BE NEEDED TO SUPPORT
+ 4 BTM : 103.100 : - ANY FOOTING THAT IS FOUNDED
T | 1 | H= 300m |} ~ \ ABOVE THE CRTICAL DEPTH UNE. zt! 30 DefeoNf
C. ; \ [SUSPENDED DRIVEWAY / \ ~ .
Not i Pe , TOP : 103.230 | ABOVE, REFER DRG | \ ph CRITICAL DEPTH LINE TH DETAL ALSO APPLIES TO EXISTING
ao \ | OW3.1_ FOR DETAILS Ne oy Ae FOUNDATIONS ON NEIGHBOURING
(From redords) BIM : 103.100 | | | © PROPERTIES. SHEET PILING MUST BE
H= 0.130m | \ L bf ? \ CC) 98 | INSTALLED WHERE EXISTING FOOTINGS WILL
& _ INDICATES CFA CONCRETE PILING OR SIMILAR, DESIGN AND PeTea Cee NY EXCAVATION
° “ INSTALLATION BY OTHERS. MINIMUM VIBRATION TECHNIQUES TO \
| BE USED FOR INSTALLATION, VIBRATION CONTROL AND
| MANAGEMENT BY PILING CONTRACTOR. BUILDER TO CONFIRM
EXTENT REQUIRED TO SATISFY CRITICAL DEPTH LINE w
PROTECTION OF NEIGHBOURING STRUCTURES. & \,
REFER DETAIL. ALTERNATIVELY SEEK ADVICE FROM w \
GEOTECHNICAL ENGINEER FOR TEMPORARY BATTER ADVICE. > L & 9
oo o ° WM. of
Pm — N \ _ ©
i" 1 + + — nl x Revision | Description Date
ay’ 2 v es © — ssue:
r oF s RS os sy FOR APPROVAL
ove NN
© Q Fy oh
= W Wt WP W xe W <P P= Pd at W DO NOT SCALE FROM THIS DRAWING
\ s AL \ A l Oo n Oo \ A n NN NS VAL x The design and associated details contained on this and associated
a drawi ight and it to be used duced without
WV WV WV W R WW > C V ° W the miten perissan of S08 Conautng Engineers
Z. So =
, . BAYVIEW ROAD pV oP ow Gam Ream
’ nv ®* © &® "7 XN E SCG Noosa Heads
Ce oo A? a As > % / \ Gn g Ph (07) 5455 5604
SITE PLAN — EARTHWORKS PLAN & Nees? Hisniih seni elaeal
Elevations Table Scale 1: 100 8 aptgcompany sav sn ccosrs700
oe . . . Title:
Number | Minimum Hevotion | Neximum Hevation | Color NOTE: BUILDER TO MAINTAN STABILITY PRIOR 10 COMMENCING WORKS, ALL SERVICES SHOWN ON THIS PLAN INDICATIVE EARTHWORKS PLAN
1 -3.736 -3.000 | ; OF ALL NEIGHBOURING STRUCTURES, UNDERTAKE DILAPIDATION REPORTS OF ONLY CONTRACTOR TO LOCATE ALL SERVICES
CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD REFER CRITICAL DEPTH LINE DETAIL ALL NEIGHBORING DWELLINGS /STRUCTURES PRIOR TO COMMENCING WORKS ON SITE. ALL
2 ~3.000 ~2.000 | LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING ON THIS SHEET SERVICES ARE TO BE PROTECTED IN
5 ow 000 SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER ACCORDANCE WITH THE AUTHORITY Project
DUST OR ROAD BASE LAYERS TO BE PROVIDED UNDER THE DILAPIDATION REPORT, RESPONSIBLE FOR THE SERVICE 27 BAYVIEW RD
4 ~1.000 0.000 SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED. SITE PREPARATION, EARTHWORKS & COMPACTION PRIOR TO ANY CONSTRUCTION ,
UNDERTAKE DILAPIDATION REPORT OF ALL NOOSA HEADS
5 0.000 1.000 SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS! | NEIGHBORING DWELLINGS/ STRUCTURES.
& COMPACTION TO BE IN ACCORDANCE WITH THE - ,
6 1.000 2.500 | SPECIFICATIONS AND REQUIREMENTS OF A SITE SPECIFIC Pate: Warch 26 |" Fs Peston Ty
GEOTECHNICAL INVESTIGATION REPORT.
Checked: Drg No.
Ranawy—1__P-—7_?'m1:100 @ At “rpeg 27698 «7
1:200 @ AS _|T Harrington : 0694 -OW2.1 .
Section 8
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Section 9
Sewer M/H
(From records)
VIA SETBACKS
10
RP91188
779m²
28
01.
1
RL
21
.6
4
02.
99 1
R L RL
EXISTING
RESIDENTIAL
DWELLING
1 8
0 5.
R L1
.18
1 05
RL
PROPOSED
GARAGE
Comms Pit
Not Visible
(From records)
r
Pilla
e r
at
13 .6
9
05 8 W
4.
10
3
10
10 05 9. 0.
1
1.
5 79
6.
.
7.
1 0 12
11 89
23
1 11 44
82
1 . .
112 13
1
8
.0 61 .1
5 69 48
4 5. 7 8. .12 . . 75
10 10 10 10 10 11 12
1 1 1
10 .7
1
.2
8 4
.2
6
.5
9
.84
4. 5 .8
11 12
10 1 0 10
7
10 8
1 10 1 1
BAYVIEW ROAD 68
11
. 19
12
2.
.
21 13
48
1
4. 75 4 6 74 1
5. .3 4 30
11
10 .9 1 . Issue:
11
10
7 8 0. 1. 12
3.
10 10
2.
11 11
09
1
39
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 10 ON RP 91188
Level Datum AHD
Level Origin PM 78210
Bayview Road, Noosa Heads N :
Survey information provided
by SONTO \
LEGEND
_--777~ INDICATES PROPOSED SURFACE
48.07 CONTOURS AND LEVELS TO AHD.
418.0 EXISTING SURFACE SPOT LEVELS.
5.0% > INDICATES FINISHED SURFACE GRADE
FALy INDICATES DIRECTION OF FALL
AQ TO FINISHED SPOON DRAINS.
x [29740] INDICATES PROPOSED FINISHED
SURFACE LEVELS
(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT. REFER SW1.1
FOR FURTHER DETAILS.
GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS
TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND
REINFORCING,
om oats INDICATES PROPOSED RETAINING WALL
ee LEVEL é HEIGHTS
DENOTES SUSPENDED SLAB DRIVEWAY.
KXXKR NN REFER TO STRUCTURAL DRAWINGS FOR
DETAILS.
DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.2 FOR
THICKNESS AND REINFORCING.
Ld
LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
INDICATES WATER MAIN APPROX
—— w——_. ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
TT ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.
www.dialbeforeyoudig.com.au
SS DIAL 1100
“ey BEFORE YOU DIG
9g
RP91188
EXISTING
vim Veimnviw
tO
RP91188
779m?
REFER DRG SW1.1
FOR STORMWATER,
DETAILS.
Kt
147
NPW889
EXISTING
| RESIDENTIAL
DWELLING
} vy, 106.6007 \y | 106.600
qT Comms Pit " xy 106.677 \
Not Visible f 106.807 1 - 4 1 Co ; So
From regord ( 5 EXISTING
ords) ) ENS 106.777] ORIVEWAY
HATCHED AREA INDICATES PROPOSED
OVER EMG MENT SLAB PROVIDE RHINO ELITE (OR EQUALLY
mS 106.957 APPROVED) VEHICLE BARRIER IN ACCORDANCE
(06.823 ( WTH AS2890.1 ALONG DRIVEWAY EDGE FOR
y | FALL PROTECTION ALONG ANY AREA THAT THE
ae / RETAINING WALL IS 600mm OR HIGHER.
: oR 106.811 2 2). % ey
xo S 2p */ "Oo we ©
{ | a 1 NX ON
\ i T WA T | + {
N ©
S © XN & Vv o
» os va EXISTING DRIVEWAY c N x
© © a7 8 CROSSOVER TO REMAIN we we wy
Oo Oy —— wg, UNCHANGED. 2
os W Wi tow. Wa W rs W <P W x5
é W Say we W © \AJ ~ ‘AY ~
. - ' BAYVIEW ROAD 1
\
Vv Xe) &
b A of xe} & S
S {o A: 2 N ¥
Oo © RS we >
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY 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 TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE
SITE PLAN — DRIVEWAY & CROSSOVER PLAN
Scale 1: 100
ALL LINE MARKING TO BE IN ACCORDANCE
WITH THE QUEENSLAND MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES & A.S 2890.1
PARKING FACILITIES PART 1: OFF-STREET CAR
PARKING
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
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.
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
fnanu-——1_?—)_?m1:100 © At
1:200 @ AS
10.06.16
Rex
KEY
EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE
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
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
W.M WATER METER
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.
‘SCG HOLDINGS PTY LTD Ti
O SCG
aptgcompany
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 68 669.675 790,
Title:
DRIVEWAY ACCESS &
LEVELS
Project
27 BAYVIEW RD,
NOOSA HEADS
Date:
March 26
Drawn Design
FS
Checked:
RPEQ 27698 ¢)
T Harrington
TH
Drg No. Rev
0694 -OW3.1 | .
The text continues on section 10.
Used in these records
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