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

 

 

DRAWING SIZE — At

 

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

Survey information provided by

 

HEIGHT DATUM

24

 

 

 

YY A
THIS FOOTING IS FOUNDED So
BELOW CRITICAL DEPTH &
LINE AND IS STABLE. 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

--~~ INDICATES PROPOSED SURFACE

43077

4189

/@D

FFL
ttt

 

x

 

 

 

 

 

 

 

 

 

 

TOP : 29.90
BTM : 29.15
H = 0.75m

 

 

 

 

—— SW/EX

oe RW

MAX WATTERSON & ASSOCIATES (MWA) |

 

B» UNSTABLE

 

Horizontal

ao

/
EXISTING STRUCTURE /O WELLING
INCLUDING NEIGHBOURING
ALLOTMENTS !

 

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

 

 

 

 

 

 

 

 

TRENCH.

  

 

 

NOTE:

THIS DETAIL ALSO EN 417.88
FOUNDATIONS ON NEIGHBOURING.

PROPERTIES. SHEET PILING MUST BE

INSTALLED WHERE EXISTING FOOTINGS WILL

BE FOUNDED ABOVE ANY EXCAVATION

CRITICAL DEPTH LINE

LEGEND

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

DIAL1100

BEFORE YOU DIG

 

 

 

 

7 Vy.
7 y
7
7
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THIS FOOTING WTHOU
PIERS IS "AD
ABOVE CRI OEP
LINE AND IS UNSTABLE.

LINE OF PROPOSED
—*— EXCAVATION OR OTHER -F

+"

9.08 418.73

448.18-—--~ ©

 
  
   
  
 

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RESIDENTIAL on
DEVEEOPMENT *

 

  

 

 

FFL |
122.000) —_|

 

 

 

 

 

 

 

 

 

 

 

 

 

HOUSE ELEVATION TABLE

Elevations Table

DRIVEWAY ELEVATION TABLE

Elevations Table

 

 

 

 

 

 

 

 

 

 

 

 

ee

  
 

  
 

:121.800

[2

,
cm

 

 

 

 

 

 

 

 

ED,

pC

 

 

    

 

2.26
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SITE PLAN — EARTHWORKS PLAN PART 1

Scale 1: 250

 

 

 

 

 

 

 
   
  
  
  

 

 

 

 

122.000

lA

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

 

 

 

0.90
4

+!

 
 
 
  

   
  
    

 
  
   
   
     
  
   

EXISTING

TO BE DEMOLISHED

   
  
 

 

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

 

 

 

SLAB AS DETAILED
IN STRUCTURAL

 

 

PAVEMENT AS
DETAILED ON DRG

 

 

 

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

 

 

 

 

 

 

Number | Minimum Elevation | Maximum Elevation | Color Number | Minimum Elevation | Maximum Elevation | Color BUILDER TO MAINTAIN STABILITY PRIOR TO COMMENCING WORKS,
one oo feo cueoar seems | | AEE oem irs
2 -2.000 ~1,000 | 2 0.000 1.250 |
5 ~1.000 0.000 a DILAPIDATION REPORT:
4 0.000 1.000 SITE PREPARATION, EARTHWORKS & COMPACTION PRIOR TO ANY CONSTRUCTION
UNDERTAKE DILAPIDATION REPORT OF ALL
7m [so eee ares argu ge] [eee ens) wis
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>

 

 

 

 

CL

7

 

 

 

KK FOOTING AS

 

DETAILED IN
STRUCTURAL
DOCUMENTS

( ye LEVELS DIAGRAM
TYPICAL SECTION 0

10m

—~

DRIVEWAY/CARPARK PAVEMENT

1:250 @ Al
1:500 @ A3

EX. SWPT

KE

EXISTING STORMWATER PIT

EX. SWMH EXISTING STORMWATER MANHOLE
EX. SMH EXISTING SEWER MANHOLE

EX. SCP EXISTING SEWER CONNECTION POIN
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL

 

 

 

 

 

 

  

NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT anni?
5 TP s2h TELSTRA PIT +
1709 EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
W.M WATER METER 40
5 41
41228
3
4 4
ir
423.9"
+
424.20
+
4.22
425.60
* 426.70
54 427.10 c ot
KO
783” 490 38 yo
27.
Kr 61
gar att
i yan
pi? it 428.0" +127 8 + oh
+ $427.96
1280"
w ‘e +4279 —_—
5 gt er 412846
: 28.10 —___—
+ 39 ‘
421.98 +'?
gree arr 0.681 pet
* (238! >
f ~~ iw
8 :
LDP é
y Y /
430.09 é -0.271
y 4 J
BUILDING / fe.
128° / i )
< eg /
7S Y 4
£17837 a, / PJ 901
+ 128.29 ©, +e + / RC D 7 “
oe ed ‘yt, oPROPOSED g
SL 40 We / /
3 7~ ££ GYM 20
9,20 4 Re
: FFL
130.0007, . ,
129.80 Soy -
13084
aon’

 

T

 

 

NOOSA COUNCIL
APPROVED PLAN
MCU26/0012 & OPW26/0034
25 MAY 2026

 

 

 

 

Revision

Description

 

 

Date

 

Issue

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 T/

O SCG

Ph (07) 5455

aptgcompany ABN 68 669.675 790

Unit 1/11 Project Ave,
Noosa Heads

email:[email protected]
web:www.scg-engineers.com

5604

 

Title:

EARTHWORKS PLAN PART 1

 

Project

111 LUKES RD,
COOROY MOUNTAIN

 

 

 

   

 

Date: Feb 2026 Drawn LR Design 1H
. Checked: Drg No. Re
fez (0577 -OW3.1) .