Original source · versioned page text
Reference documents - MCU25/0045 (As Published)
DRAWING SIZE — Al
HEIGHT DATUM
LOT 3 ON SP 173771
Level Datum AHD
Level Origin PM 158664
Lower Mill Rd, Cooroy
Survey information provided by
MAX WATTERSON + ASSOCIATES
49.077
418.0
FFL
ttt
TOP : 29.90
BIM : 29.15
H = 0.75m
x
LEGEND
INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.
PROPOSED FINISHED FLOOR LEVEL
INDICATES DEPTH OF CUT (NEGATIVE) OR
FILL (POSITIVE) AS NOTED
INDICATES PROPOSED RETAINING WALL
LEVEL & HEIGHTS
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
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
INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEERS DETAIL.
www.dialbeforeyoudig.com.au
BEFORE YOU DIG
Elevations Table
Qe \ \ EXISTING BUILDING
FFL 106.250
Number | Minimum Elevation | Maximum Elevation | Color
1 ~0.561 0.000 |
2 0.000 0.500 ||
FLOOD STORAGE VOLUMES
EXISTING FLOOD STORAGE BELOW RL 106.400 | 184.56m>
PROPOSED FLOOD STORAGE BELOW RL 106.400] 204.54m3
NET GAIN/LOSS TO FLOOD STORAGE
19.98m3
REV. A.
Name
Cut/Fill Summary
Cut Factor Fill Factor 2d Area
Cut
Fill
Net
VOLUME
1.000
1.000
2932.31sq.m 296.52 Cu. M.
27.91 Cu. M.
268.61 C
u. M.<Cut>
LL: 105.58
(APPROX.)
|
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
SITE PREPARATION, EARTHWORKS & COMPACTION
SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS
& COMPACTION TO BE IN ACCORDANCE WITH THE
SPECIFICATIONS AND REQUIREMENTS OF A SITE
SPECIFIC REPORT ON GEOTECHNICAL INVESTIGATION
Totals
ee
+
2932.31sq.m 296.52 Cu. M.
EXISTING
CARPARK
SITE PLAN — EARTHWORKS
Scale 1: 100
NOTE:
CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD
LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING
SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER
DUST OR ROAD BASE LAYERS 10 BE PROVIDED UNDER THE
SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED.
BUILDER TO MAINTAIN STABILITY
OF ALL NEIGHBOURING STRUCTURES,
REFER CRITICAL DEPTH LINE DETAIL
ON THIS SHEET
DILAPIDATION REPORT:
PRIOR TO ANY CONSTRUCTION
UNDERTAKE DILAPIDATION REPORT OF ALL
NEIGHBORING DWELLINGS/ STRUCTURES.
27.
SWP.
— LL:105.79
1L:104.94
GR
|
|
406.245/406:24
@
91 Cu. M. 268.61
REV. A.
BUILDING OUTLINE
SHOWN DASHED
SS 106.84 159)
aH (0857
. oh 106.1
7 "%
eT
‘7
%
106.49
Ae
(0.055)
106.50
/ RL106
LOWER MILL ROAD
/OPM158664 ©
277 HD
J
Cu. M.<Cut>
rh ge62 =
8 s .
KE
EX. SWPT EXISTING STORMWATER PIT
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
N.S.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
THIS FOOTING WITHOUT PIERS IS
FOUNDED ABOVE CRITICAL DEPTH LINE
AND IS UNSTABLE.
EZZ77777\_GROUND_/
PAD LEVEL
Gp, UNSTABLE
YY
| Sez
THIS FOOTING IS Boy
FOUNDED BELOW sine NG 1, KS
CRITICAL LINE AND \% ony
IS STABLE. \
N
NN
\N
PIERS SUPPORTING STRIP \.
FOOTINGS OR POST PAD
FOOTINGS FOUNDED INTO
¢ \N
SELECTED MATERIAL AND 2 \o|
BELOW CRITICAL LINE ARE HORIZONTAL N _
CONSIDERED STABLE.
CRITICAL DEPTH LINE
TYPICAL SECTION
106.13
THE BUILDER /CONTRACTOR
\ MUST CONFIRM ALL
RELEVANT LEVELS PRIOR TO
! COMMENCING WORKS.
|
-*— LINE OF PROPOSED
| POOL EXCAVATION
| OR OTHER TRENCH.
|
|
|
|
|
|
NOTE:
THIS DETAIL ALSO APPLIES TO
EXISTING FOUNDATIONS ON
NEIGHBOURING PROPERTIES. SHEET
PILING MUST BE INSTALLED WHERE
EXISTING FOOTINGS WILL BE
FOUNDED ABOVE ANY EXCAVATION
CRITICAL DEPTH LINE
REFERENCE DOCUMENT
MCU25/0045
NOOSA COUNCIL
19 SEP 2025
FINAL PAVEMENT THICKNESS 10 BE
CONFIRMED FOLLOWING GEOTECHNICAL
TESTING.
SLAB AS DETAILED
IN STRUCTURAL
DOCUMENTS
FFL AS
BUILDING PAD
wo NOMINATED.
NOMINATED.
“NO FILLING
PREPARATION. REFER
SPECIFICATIONS.
FOOTING AS
DETAILED IN
STRUCTURAL
DOCUMENTS
— FPLAS
PAVEMENT AS
DETAILED ON DRG
ow4.1
150
100
DRIVEWAY /CARPARK PAVEMENT
FINISHED LEVELS DIAGRAM
TYPICAL SECTION
Rev, = 10.06.16
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 0393-CN
A FLOOD INFO ADDED 04.08.25
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 68 689 675 790
O SCG
aptgcompany
SCG HOLDINGS PTY LTD T/
Title:
EARTHWORKS PLAN
19 LOWER MILL RD,
COOROY
Date: Mar 24 Drawn, Design TH
Tames = 0393 -OW3.1}A.
Document Set ID: 24048054
Version: 1, Version Date: 20/08/2025
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Page 2
SWP
LL:106.12
I.L: 105.49
(APPROX.)
106
SWP
LL:106.16
ROOF
I.L: 105.58
(APPROX.)
SWP
CAT 1 INDUSTRIAL
DEVELOPMENT
LL:106.21
I.L: 105.63
(APPROX.) 106
3
9789m²
ROOF
SWP
LL:106.21
CAT 2
I.L: 105.61(APPROX.)
nc
Co
in
r ew 6
c 1
: S 06.
M
B L: 1
R
SWP
LL:106.03
I.L: 105.48(APPROX.)
SWP
LL:105.79
IL:104.94
106
)
MH: S
X.
O
106
-
LL:106.18
PR
REFERENCE DOCUMENT
AP
IL:104.48
04 02
6(
: 1 6.
LL WP
.8
I.L :10
S
MCU25/0045
NOOSA COUNCIL
19 SEP 2025
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 0393-CN
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
Document Set ID: 23707410
Version: 1, Version Date: 28/04/2025
Page 3
-
REFERENCE DOCUMENT
MCU25/0045
NOOSA COUNCIL
19 SEP 2025
Document Set ID: 23217486
Version: 1, Version Date: 30/08/2024