SUPERSEDED - Approved Plan - MCU26 0012 & OPW26 0034 (As Published) · MCU26/0012

 

DRAWING SIZE — At

 

 

HEIGHT DATUM

LOT 2 ON RP 214048
Level Datum AHD
Lukes Road, Cooroy Mountain

Survey information provided by
MAX WATTERSON & ASSOCIATES (MWA)

 

 

 

op, UNSTABLE
ey A

THIS FOOTING IS FOUNDED BQ

BELOW CRITICAL DEPTH

LINE AND IS STABLE.

PIERS OR UNDERPINNING FOUNDED
BELOW THE CRITICAL DEPTH LINE
WOULD BE NEEDED 10 SUPPORT
ANY FOOTING THAT IS FOUNDED

ABOVE THE CRITICAL DEPTH LINE.

CRITICAL DEPTH LINE

Se

24

EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS

 

THE BUILDER/CONTRACTOR
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR TO
COMMENCING WORKS.

 

 

 

 

 

 

 

 

 

 

Horizontal

   

THIS FOOTING WITHOUT
PIERS IS FOUNDED

ABOVE CRITICAL DEPTH
LINE AND IS UNSTABLE.

LINE OF PROPOSED
—"— 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

— \Y/

 

CRITICAL DEPTH LINE

LEGEND

4g077

+189

/D

FFL
itt

1a

 

x

 

 

 

 

 

 

 

TOP : 29.90
BIM : 29.15
H = 0.75m

 

 

 

 

INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

EXISTING SURFACE SPOT LEVELS.

INDICATES DEPTH OF CUT (NEGATIVE) OR
FILL (POSITIVE) AS NOTED

PROPOSED FINISHED FLOOR LEVEL

INDICATES AREA OF CUT

INDICATES AREA OF FILL

INDICATES PROPOSED RETAINING WALL
LEVEL & HEIGHTS

INDICATES LOCATION OF SECTION LINES,
REFER DRG OW3.3 FOR DETAILS

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 ENGINERS DETAIL.

 

 

 

www.dialbeforeyoudig.com.au

 

BEFORE YOU DIG

 

 

STABLES ELEVATION TABLE

Elevations Table

DRIVEWAY ELEVATION TABLE

Elevations Table

 

 

 

 

 

 

 

 

 

 

20.08

 

 

 

 

SITE_PLAN

Scale 1: 250

PROPOSED

ARENA
FFL panes

119.200)

 

 

 

 

 

   
   
     
   

— EARTHWORKS PLAN PART 2

 

 

 

 

 

 

  

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

 

 

  
 

+0

PROPOSED
STABLES

FFL

 

  

 

 

 

 

 

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 T0 BE PROVIDED UNDER THE
SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED.

 

 

 

SLAB AS DETAILED
IN STRUCTURAL

 

 

PAVEMENT AS
DETAILED ON DRG

KE

EX. SWP
EX. SWM
EX. SMH
EX. SCP
E.0.B.
K&C
NS.L.
FH.

TP

EP.
KERB
RCEW
SV
W.M

T EXISTING STORMWATER PIT

IH EXISTING STORMWATER MANHOLE
EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
FIRE HYDRANT
TELSTRA PIT
ELECTRICAL PILLAR
EXISTING KERBING
REINFORCED CONCRETE END WALL
STOP VALVE
WATER METER

 

 

MCU26/0012 & OPW26/0034

NOOSA COUNCIL
APPROVED PLAN

27 APRIL 2026

 

 

 

 

 

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.

 

 

 

 

 

 

DOCUMENTS OW4.1
FFL AS
w NOMINATED.
Sesssasroso sl S 2
L 4 42 4/..LEVELLING LAYER NOMINATED. S

SCG HOLDINGS PTY LTD T/

O SCG

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com

 

 

 

 

 

 

7
4S 7 7

CLS

 

 

 

 

 

KK FOOTING AS

 

 

Number | Minimum Elevation | Maximum Elevation | Color Number | Minimum Elevation | Maximum Elevation | Color Fr ALL NEIGHBOURING “CRUCTURES, PRO ERTAKE APIO TON REPORTS OF
1 1.483 0.000 Hl 1 1.892 o.oo ~=Ssd A ONS SHEgT TAL ALL NEIGHBORING DWELLINGS/STRUCTURES
2 0.000 1.000 | 2 0.000 1.250 ||
DILAPIDATION REPORT:
SITE PREPARATION, EARTHWORKS & COMPACTION PRIOR TO ANY CONSTRUCTION
SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS TOE MI IE NOY cope
& COMPACTION TO BE IN ACCORDANCE WITH THE NEIGHBORING DWELLINGS/ STRUCTURES.
SPECIFICATIONS AND REQUIREMENTS OF TECTONIC SLOP
STABILITY ASSESMENET REPORT (PROJECT
26020-001-REVO-) DATED FEB 2026,
Cut/Fill Summary
Name Cut Factor Fill Factor 2d Area Cut Fill Net
DRIVEWAY VOLUME 1.000 1.000 1419.61sq.m 464.80 Cu. M. 116.06 Cu. M. 348.74 Cu. M.<Cut>
BUILDING VOLUME 1.000 1.000 5055.61sq.m 2910.22 Cu. M. 1628.11 Cu. M. 1282.10 Cu. M.<Cut>
STABLES VOLUME 1.000 1.000 3884.19sq.m 2070.83 Cu. M. 187.54 Cu. M. 1883.28 Cu. M.<Cut>
Totals 10359.41sq.m 5445.84 Cu. M. 1931.72 Cu. M. 3514.12 Cu. M.<Cut>

FINISHED LEVELS DIAGRAM
¢ SPO SECTION 9 ;

DETAILED IN
STRUCTURAL
DOCUMENTS

10m

DRIVEWAY/CARPARK PAVEMENT

—~

 

EARTHWORKS PLAN PART 2

111 LUKES RD,
COOROY MOUNTAIN

 

 

 

: Di Desi
Date Feb 2026 rawn LR esign 1H
Checked: Drg No. Rev.
1:250 @ Al elppeg 27698 ,
1:500 @ A3 ‘| T Harrington |) ~~ 0577 -OW3.2 .