Engineering Plans · MCU26/0012

Page 2

                  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

Page 3

 

 

DRAWING SIZE — At

 

HEIGHT DATUM

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

Survey information provided by
MAX WATTERSON & ASSOCIATES (MWA) J

 

 

 

734

77

MCH546

 

LEGEND

+\89 EXISTING SURFACE SPOT LEVELS.

EF INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

—_ 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

— sw/Ex ————_ INDICATES STORMWATER DRAIN EXISTING
AS NOTED

 

www.dialbeforeyoudig.com.au

SAY DIAL 1100

yy BEFORE YOU DIG

 

  

 

 

 

 

11620
+

38

a?

 

   
    
   
    
   
  
 

      

  

 

 
  

 

  

 
 

       
 

  

   
 
 

 
 

  

 

 

 

 
 

     
   

 

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

N.S.L. NATURAL SURFACE LEVEL

  
    
  

 

    
 
   
   

     

  
       
     
   
  
  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

FH. FIRE HYDRANT
ne TP TELSTRA PIT
“ el Water EP. ELECTRICAL PILLAR
. Level BLtt2 42 KERB _EXISTING KERBING
\ at 1e/tO;Be RCEW REINFORCED CONCRETE END WALL
wot si WM WATER METER
ow ae “
414.28 * 6
oe? 1 112.304
e831 : ot j , grt338
\ s, a
“ aot ee By gi2s7
cle o 113.23
wo x a ~ 10
\ . . Poca stamp) avo .
\ . 308 nee 9%q
Si 68? we nee ‘i 11220 ens amg wt ot 30 290
+ ec 18 int * et oo" + a Megeost aM
— ow wo? wt oF co gut J. i,
hea oe
td +
, ww 4 wr one
. Pc oe ie 18 oer
rs we oe” + ~ ;
6 9 7 . oe? wo o
“ait “ ° “o ww ot = oe we oe Cae wer oo
+ ‘* i aw < ee
@Pump et Foe * roe et or Pal
a ~ E.
3 + 0
“ “ Pha as om wn os a os <a “ a’ we? * 5
rr + or? on . Perc + Se + oo
co + + x
. 98! ¥e on soe! ae? we ow a
. , wo ; cw EXISTING oo “
e + a
oe DRIVEWAY
oo re we ACCESS
wo
oe" }
3 xe *
HL 79 Si +
W220 we oo"
xe oe oe ee on? aa one oe oe oo" “eo
- . 36.83ha
en? 1998
+
or
ist et 119289 a
+ co 19909 ERS cot” 0
re wwe one SO BOGS Shy
- eo"
a? ow 8
“ ud oye
“ x “ =r % SRK M near Qe g
_ ee dase EER ca Som Casendon
os mv on go ws BR
;, + POL RRQ RR LLIF™—_" VR RRR
— ween “ao oo SSS OSs ov
° : See LE
7 49'39" oo! oa . y Si
creas As w EXISTING BUILDING <=” y=
' Leste TO BE DEMOLISHE
P Pines,
'30" een OP 8 aot ao
a ee
ae
7? eo!
923.98 159° 42098 y
ott 12808 . a
yan? ” oO ass
1280 x!
ve : ee
a1 cad
SITE PLAN — SITE SURVEY & EXISTING SERVICES
Scale 1: 500
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE Revision | Description Date
ONLY CONTRACTOR TO LOCATE ALL SERVICES Issue:
PRIOR TO COMMENCING WORKS ON SITE. ALL .
SERVICES ARE TO BE PROTECTED IN FOR APPROVAL
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE 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.
2 Unit 1/11 Project Ave,
E ( Noosa Heads
8 SCG Ph (07) 5455 5604
3 email:[email protected]
g Nes” web:www.scg-engineers.com
8 aptgcompany ABN 68 659 675 790
Title:
Project
111 LUKES RD,
: D Desi
Pate: Feb 2026 |" LR “ss” TH
0 10 20m Checked: Drg No. Rev.
P71 I 1:500 © Al_ Jpeg 27698
1:1000 @ A3 |i tarngon ~~ |0577 -OW1.1) -

 

 

 

 

 

Page 4

 

 

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) | “
ee ww

 

 

 

gg it8t

 

7923

M955

119.

 

LEGEND

_---77 INDICATES PROPOSED SURFACE
307 CONTOURS AND LEVELS TO AHD.

+180 EXISTING SURFACE SPOT LEVELS.

— E —— INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

—_— 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

COIR LOG OR HAY BALES PEGGED

INTO SURFACE. SPACED AT NO MORE

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

—— SW/EX

—_——— SLE SILT RETENTION FENCE TO DETAIL

 

www.dialbeforeyoudig.com.au

DIAL 1100 Se

BEFORE YOU DIG COIR LOG CHECK DAM DETAIL

   

 

 

 

 

 

 

+ oo ot
° abo og (CR) PROPOSED COIR
wn? ~ LOG CHECK DAM, REFER
Se ~~ DETAIL ON THIS SHEET.

41908
ait ast
* Pe

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

 

  
 
 

 

1228 yii207

 

 

 

 

 

 

 

 

 

 

 

 

 

 

112.30 194
128 1s
12.20% nea
- +
12.20%
wor
3
298 a
226 Pr + we
* 13.20
a 3st
¢ ro
+
agit
6 sot
woe? + Si *
*
8
*
a7 a1 8 13 a
ws + + Pe
~~
—~ —— = SLE — — — sg _r— — — — SILE—-
0 93"
200 ee * *
* _ y
-- 2 toe *
ter $08
—_——
-_——— 8
———— 9. 05% ee” Pi ”
5 . 5 ot
ee Toe ro rou a?
ae
6
Pr
T
a 3
| eg Lo
oe? we”
ee ee ee Tr x eT
68
Co 2.0
6
+? a
2208 1228
+ Cie X ee” 486 x
fe o o *
16.87 * ca 16,08
ae sot hat
497.03 a +
rst
¢ c
as \ oo

SITE PLAN — SILT & SEDIMENT EROSION PLAN

Scale 1: 500

SITE DRAINAGE — CONSTRUCTION

ENSURE GROUND PROFILE DURING CONSTRUCTION
FALLS TOWARDS THE CENTRE OF THE ALLOTMENT
THEN TOWARDS THE FRONT BOUNDARY WHERE
RUNOFF WILL DRAIN THROUGH THE SILT POND & SILT
FENCES. IN NO INSTANCE SHALL THE ALLOTMENT
DRAIN INTO NEIGHBOURING ALLOTMENTS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SITE DRAINAGE — CONSTRUCTION
CONSTRUCTED STORM WATER PITS WITHIN THE SITE

ARE TO BE COVERED UNTIL THE SITE IS COMPLETED
OR TO BE FITTED WITH SILT PROTECTION MEASURES
TO THE APPROVAL OF THE ENGINEER

 

 

 

900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES ——»

AND BURIED 300 INTO
STABLE GROUND.

1200(L) 50 SQ. HDWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.

 

ene? Po nt?

+ oT
at oR
ot + |
92098 + X
4” +
0st a |
+ 1202
x x
0
+” Loe
208
+ «ns
ra
ve" 2 * get
i
+
230 240!
+ x

ro
rc

 

ot
o

     
  

ee oon ow
nt

42857 .
» OQ, ve
oe y p>

‘ oe
aor? ers 8 ga

17838
rer

a3

ot 108
a Oe
tort

e ‘9
oe? + + “ / *

1303

DUST MOBILISATION FROM WIND ACTION

SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
AROUND BASE OF STOCKPILES

MAINTENANCE OF SILT PROTECTION

SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
SUSCEPTABLE TO STORMWATER SCOUR.

Yq SILT RETENTION

THE CONTRACTOR IS TO INSTALL APPROVED SILT

s RETENTION FENCES PRIOR TO COMMENCING ANY

° EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED ALONG
THE LOWEST BOUNDARY AND RETURNED UP SIDE
BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT.
SURFACE RUNOFF FROM WITHIN THE ALLLOTMENT MUST
DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER
NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE

Ti FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT
FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE

 
  
  
 
  

 

 

SILT FENCE DETAIL INSTALLED
p—P FM 1: 500 @ AT

1:1000 @ A3

KEY

EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE

EX. SMH
EX. SCP

EXISTING SEWER MANHOLE
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
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

Unit 1/11 Project Ave,
Noosa Heads

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

 

 

SILT & SEDIMENT EROSION
PLAN

111 LUKES RD,
COOROY MOUNTAIN

 

Date: Fe, 2026

Drawn Design

 

 

 

 

Checked:

=|RPEQ 27698
-|T Harrington |” —

 

LR TH
Drg No. Rev.

0577 -OW2.1 | .

 

 

 

Page 5

 

 

DRAWING SIZE — At

 

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

Survey information provided by

 

HEIGHT DATUM

 

24

 

 

 

A

Cs
THIS FOOTING IS FOUNDED on,
BELOW CRITICAL DEPTH &
STABLE

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

--~~ INDICATES PROPOSED SURFACE

43077

4189

/@D

FFL
*) de

 

 

 

 

 

 

 

 

 

 

 

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.

 

 

 

 

THIS FOOTING WTHOU
PIERS IS "AD
ABOVE CRI OEP

 

LINE OF PROPOSED

 

 

 

TRENCH.

   

 

NOTE: 5
THIS DETAIL ALSO APPLIES 10, £X1STING is
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
y
vy

LINE AND IS UNSTABLE.

~— EXCAVATION OR “OTHER >

+"

 
  
   
  
 
  
 

9.08 448:
487

48.18 ——-- .

4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RESIDENTIAL on
DEVEEOPMENT *

 

 

 

 

FFL |
122.000) —_|

 

 

 

 

 

 

 

 

 

 

 

 

HOUSE ELEVATION TABLE

Elevations Table

 

DRIVEWAY ELEVATION TABLE

Elevations Table

 

 

 

 

 

 

 

 

 

 

 

 

ee

:121.800

 

 

 

 

 

 

 

 

Gy) 4

pC

 

 

    

 

2.26
fi

 

 

 

 

 

 

 

   

\enaea-o-y7

SITE PLAN — EARTHWORKS PLAN PART 1

Scale 1: 250

 

 

 

 

 

 

 
   
   
 

 
 
 
    

 

 

 

 

 

       
    

      
  
  
  
  
  

; 70? EP. * ELECTRICAL PILLAR
1209 KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
W.M WATER METER 9
pet
gee
3
4 4
ir
3.91
”
424.20
+
pie?
425.60
* 426.70
54 427.10 < wt
KO
53 42 3° yr
ee
iat 427 te
i ire
gr 421.82 428.0" $427.86 + - e4
* + $427.96
20% ek
ve 4421-79 a
1g 127 8 gi? ‘ © 4128-49
. 28. —
ne #75
p17 8 Pua 0.681 797
Gee *
/ oN / oy
~~
10_f =~ x
+ j 7} y
/ V 4 Lf
Ro é =0.27
i 4 /
EXISTING BUILDING : / foe.
428. / /
TO BE DEMOLISHED * << fi
28.37 JA y OO Je 130.4
+128 ©, * 783 « dee ’ Jo
fe ok me fsePROPOSED Xv
428° s EAPO | J /
gv +4289 Lf / CYMZ C
+ 0 ° / 6 YM 0
2! x
ao FFL
421: .
Se 00 oo
/f ie 2D
4278
13084

 

 

 

 

 

 

 

   
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Number | Minimum Elevation | Maximum Elevation | Color Minimum Elevation | Maximum Elevation | Color BUILDER TO MAINTAIN STABILITY PRIOR TO COMMENCING WORKS, ALL SERVICES SHOWN ON THIS PLAN INDICATIVE NOTE:
OF ALL NEIGHBOURING STRUCTURES, ,
1 3,082 2000 SOA -1.892 oo Ss REFER ORTCAL DEPTH UNE OETAL NR coebornte DVELLINGS /STRUCTURES NOR TO COMMENCING WORKS ON STE ALL CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD
A ~7000 ~T 000 a 0.000 1050 a ON THIS SHEET SERVICES ARE 10 BE PROTECTED IN LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING
- - : : ACCORDANCE WITH THE AUTHORITY SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER
3 -1.000 0.000 a DILAPIDATION REPORT. RESPONSIBLE FOR THE SERVICE DUST OR ROAD BASE LAYERS TO BE PROVIDED UNDER THE
4 0.000 1.000 SITE PREPARATION, EARTHWORKS & COMPACTION PRIOR TO ANY CONSTRUCTION SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED.
: : UNDERTAKE DILAPIDATION REPORT OF ALL
5 1.000 2.500 || SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS NEIGHBORING DWELLINGS/ STRUCTURES.
. . & COMPACTION TO BE IN ACCORDANCE WITH THE
SPECIFICATIONS AND REQUIREMENTS OF TECTONIC SLOPI
STABILITY ASSESMENET REPORT (PROJECT
26020-001-REVO-) DATED FEB 2026,
SLAB AS DETAILED PAVEMENT AS
IN. STRUCTURAL DETAILED ON DRG
DOCUMENTS Ow4.t
FFL AS
yy _ NOMINATED
Cut/Fill Summary a ee a
: . ¥ 4 4, «//-LEVELLING LAYER NOMINATED. s
Name Cut Factor Fill Factor 2d Area Cut Fill Net 5
SIL LE,
CLS CLS
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>
DETAILED IN
Totals 10359.41sq.m 5445.84 Cu. M. 1931.72 Cu. M. 3514.12 Cu. M.<Cut> STRUCTURAL

FINISHED LEVELS DIAGRAM
¢ SPO SECTION 9 ;

jom —-4:250 © Al

1:500 @ A3

 

KE

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

FH. FIRE HYDRANT
TP 42tELSTRA PIT

 

 

 

 

 

  

4.42
+2

 

 

 

Revision | Description

 

Date

 

 

“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 Pi

O SCG

aptgcompany ABN 68 669.675 790

SCG HOLDINGS PTY LTD T/

Noosa Heads

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

roject Ave,

 

Title:

EARTHWORKS PLAN P

ART 1

 

Project

111 LUKES RD,
COOROY MOUNTAIN

 

Drawn

Pate: Fe 2026 LR

 

Design

TH

 

  

 

: T Harrington |) 0577

Checked: Drg No.
RPEQ 27698 4

 

—OW3.1) -

 

 

 

Page 6

 

DRAWING SIZE — At

 

 

 

 

 

==

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   
     
    
   
 

 

  

 

 

 

 

 

 

 

 

 

 

KE

EX. SWP

T EXISTING STORMWATER PIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HEIGHT DATUM EX. SWMH EXISTING STORMWATER MANHOLE
EX. SMH EXISTING SEWER MANHOLE
LOT 2 ON RP 214048 EX. SCP EXISTING SEWER CONNECTION POINT
Level Datum AHD E.0.B. EXISTING EDGE OF BITUMEN
Lukes Road, Cooroy Mountain K&C EXISTING KERB & CHANNEL
Survey information provided by N tee NRE RYDRaN LEVEL
MAX WATTERSON & ASSOCIATES (MWA) | | TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
po WM WATER METER
e PROPOSED
a ARENA
ote xX FFL | pys9t8
EXISTING STRUCTURE /DWELLING w ; > | | 9.200
INCLUDING NEIGHBOURING SSS
ALLOTMENTS
THE BUILDER/CONTRACTOR Za
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR TO .
COMMENCING WORKS. ™ OD OQ KBD ee nnn
UNSTABLE ZN Nf Ne mn
{ya A aera” )
THIS FOOTING IS FOUNDED ABOVE CRITICAL DEPTH
BELOW CRITICAL DEPTH <2 LINE AND IS UNSTABLE.
LINE AND IS STABLE. STABLE ” |
LINE OF PROPOSED
PIERS OR UNDERPINNING FOUNDED —*— EXCAVATION OR OTHER
BELOW THE CRITICAL DEPTH LINE TRENCH.
WOULD BE NEEDED 10 SUPPORT
ANY FOOTING THAT IS FOUNDED
ABOVE THE CRITICAL DEPTH LINE. Horizontal —
NOTE:
CRITICAL DEPTH LINE 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
+"
PROPOSED
STABLES
FFL
LEGEND
_---77 INDICATES PROPOSED SURFACE
48.07 CONTOURS AND LEVELS TO AHD.
4180 EXISTING SURFACE SPOT LEVELS.
INDICATES DEPTH OF CUT (NEGATIVE) ORNS
FILL (POSITIVE) AS NOTED
>| FFL | pROpOSED FINISHED FLOOR LEVEL NNN
Ht —
J _wocates area oF cur
INDICATES AREA OF FILL
TOP : 29.90
INDICATES PROPOSED RETAINING WALL
BTM : 29.15
: LEVEL & HEIGHTS SITE PLAN — EARTHWORKS PLAN PART 2
HS 07m STABLES ELEVATION TABLE DRIVEWAY ELEVATION TABLE Scale 1 250
Elevations Table Elevations Table
INDICATES LOCATION OF SECTION LINES
’ _, , , , _ , , , BUILDER TO MAINTAIN STABILITY PRIOR TO COMMENCING WORKS, ALL SERVICES SHOWN ON THIS PLAN INDICATIVE .
REFER DRG OW3.3 FOR DETAILS Number | Minimum Elevation | Maximum Elevation | Color Number | Minimum Elevation | Maximum Elevation | Color OF ALL NEIGHBOURING STRUCTURES, UNDERTAKE DILAPIDATION REPORTS OF ONLY CONTRACTOR TO LOCATE ALL SERVICES NOTE:
| “1483 0.000 a | “1899 0.000 a REFER CRITICAL DEPTH LINE DETAIL ALL NEIGHBORING DWELLINGS /STRUCTURES PRIOR TO COMMENCING WORKS ON SITE. ALL CUT/FILL LEVELS SHOWN REPRESENT THE FINISHED PAD
————£ ———_ INDICATES OVERHEAD ELECTRICITY ON THIS SHEET SERVICES ARE TO BE PROTECTED IN LEVEL (FPL) TO THE UNDERSIDE OF THE GROUND BEARING
SUPPLY LINE 2 0.000 1.000 | 2 0.000 1.250 || ACCORDANCE WITH THE AUTHORITY SLABS AND PAVEMENTS AND INCLUDES THE CRUSHER
INDICATES EXISTING SEWER LINE DILAPIDATION REPORT. RESPONSIBLE FOR THE SERVICE DUST OR ROAD BASE LAYERS TO BE PROVIDED UNDER THE Revision | Description Date
SITE PREPARATION, EARTHWORKS & COMPACTION PRIOR TO ANY CONSTRUCTION SLABS. ADDITIONAL LANDSCAPING FILL NOT INCLUDED. Issue:
UNDERTAKE DILAPIDATION REPORT OF ALL
——_ w———_. INDICATES WATER MAIN APPROX SITE PREPARATION, EARTHWORKS, TEMPORARY BATTERS FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM EXACT & COMPACTION TO BE IN ACCORDANCE WTH THE NEIGHBORING OWELLINGS/ STRUCTURES.
SPECIFICATIONS AND REQUIREMENTS OF TECTONIC SLOP
LOCATION PRIOR TO WORKS STABLITY ASSESMENET REPORT (PROVECT SLAB AS DETALED PAVEMENT AS DO NOT SCALE FROM THIS DRAWING
| ——__ INDICATES TELSTRA LINE APPROX 26020-001-REVO-) DATED FEB 2026, DOCUMENTS DETAILED ON DRG et an detois contained on oe conte
ALIGNMENT, BUILDER TO CONFIRM EXACT FFL AS ow4.1 the written permission of SCG Consulting Engineers.
LOCATION PRIOR TO WORKS <
yy _ NOMINATED. 2 Unit 1/11 Project Ave,
— sw/ex INDICATES STORMWATER DRAIN EXISTING . SDL ed = E ( SCG Noosa Heads
/ AS NOTED Cut / Fill Summary al? LAS = Es 5) snaksso engin
is 4 4,4 LEVELLING LAYER NOMINATED. oO g Nes? NG web:www.scg-engineers.com
INDICATES POSITION OF RETAINING WALL ; ; S 3 aptgcompany ——_seceners 7
mW 1) STRUCTURAL ENGINERS DETAIL Name Cut Factor Fill Factor 2d Area Cut Fill Net VOTIST, va
S// CLS Lp .
DRIVEWAY VOLUME 1.000 1.000 1419.6lsq.m 464.80 Cu. M. 116.06 Cu. M. 348.74 Cu. M.<Cut> EARTHWORKS PLAN PART 2
BUILDING VOLUME 1.000 1.000 5055.61sqg.m 2910.22 Cu. M. 1628.11 Cu. M. 1282.10 Cu. M.<Cut>
www.dialbeforeyoudig.com.au STABLES VOLUME 1.000 1.000 3884.19sq.m 2070.83 Cu. M. 187.54 Cu. M. 1883.28 Cu. M.<Cut> TK Foos as DRIVEWAY /CARPARK PAVEMENT Project
DETAILED IN 111 LUKES RD
T STRUCTURAL ,
wi DIAL1100 Totals 10359.41sq.m 5445.84 Cu. M. 1931.72 Cu. M. 3524.12 Cu. M.<Cut> STRUCTURA COOROY MOUNTAIN
BEFORE YOU DIG ¢ S ENsHD LEVELS DIAGRAM Date: Feb 2026 |=" ip | P88!"
TYPICAL SECTION Checked: Drg No. re
P1250 © AL peg 27698,
1:500 @ A3 “JT Harrington | ~~ 0577 -OW3.2 .

 

 

 

 

 

Page 7

                  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

Page 8

 

 

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) |

= —_———

24

 

9.96
+"

 

48077 CONTOURS AND LEVELS TO AHD.

oa

x

 

 

 

 

 

 

 

 

 

LEGEND

--~~ INDICATES PROPOSED SURFACE

4\o0 EXISTING SURFACE SPOT LEVELS.

5.0% > INDICATES FINISHED SURFACE GRADE
FAL INDICATES DIRECTION OF FALL
a TO FINISHED SPOON DRAINS.
RAMP. INDICATES DIRECTION OF RAMP UP OR
———— DOWN AS INDICATED
x [29.740] INDICATES PROPOSED FINISHED
SURFACE LEVELS
(T.J.) DENOTES WET TOOLED JOINT TO TERRACE

— sw/eEx

RW

 

SLAB, REFER TO DRG. OW4.5 DETAILS

TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND
REINFORCING.

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.5 FOR
THICKNESS AND REINFORCING.

LANDSCAPING, REFER LANDSCAPE
ARCHITECT 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 ENGINEERS DETAIL.

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

EXISTING TABLE

DRAIN

9.51
+"

PROPOSED
ARENA
FFL
119.200

 

 

 

 

 

 

 

 

4
+ 9.46
+"

 

 

 

 

 

" PROPOSED
STABLES |
mo \ FFL

vant

19,050)

 

 

 

 

 

 

 

 

 

 

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

 

 

  
  
  
    
    
 
 
 
 
    
   
 
  
   
  

+

  
 
 

1JOIN PROPOSED DRIVEWAY INTO

- a EXISTING NEATLY, NO STEP

W713

 

 

 

 

6.84
+"

46.85

4
48.4
+!

3.21
+"

46.82
+!

7.03
+"

7,09

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

IICAIERE

IO &

 

 

 

 

 

SS. a1
OIUE-OD, ACY)

 

 

 

 

Y

9:87

 

 

 

 

 

 

|

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RESIDENTIAL

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SITE PLAN — DRIVEWAY LEVELS PLAN PART 1

Scale 1: 250

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

 

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

 

 

 

 

NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH IPWEA STANDARD Drg. SEQ-RS-080 &
COUNCIL STANDARD DETAILS

 

 

 

 

 

 

 

 

 

 

NLLL LLL

 

 

2.26
41?

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

jom —-4:250 © Al

1:500 @ A3

 

KE
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
N.S.L. NATURAL SURFACE LEVEL

FH, FIRE HYDRANT
170° TP TELSTRA PIT 9
EP. ELECTRICAL PALLAR

KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL

SV STOP VALVE
W.M WATER METER
4! 49.10 +"

$49.08

  
  
   
 
   
 
   
  

 

     
 

 

 

 

  

  
     
  
  

 

 

 

 

 

 

 

 

Revision | Description Date

 

“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/

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
ABN 68 659 675 790

O SCG

aptgcompany

 

Title:

DRIVEWAY LEVELS PLAN
PART 1

 

Project

111 LUKES RD,
COOROY MOUNTAIN

 

 

 

 

Date: Feb 2026 Drawn LR Design 1H
. Checked: Drg No. Rev.
jeez 0577 -OW4.A

 

 

 

 

Page 9

 

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)

=

2

 

 

 

 

LEGEND

_---77 INDICATES PROPOSED SURFACE

oO

18077 CONTOURS AND LEVELS TO AHD.
4180 EXISTING SURFACE SPOT LEVELS.
5.0% > INDICATES FINISHED SURFACE GRADE
FA INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.
RAMP. INDICATES DIRECTION OF RAMP UP OR
Ss _DOWN AS INDICATED
x [29740] INDICATES PROPOSED FINISHED
SURFACE LEVELS
_____ (7) DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DRG. OW4.5 DETAILS
TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND

REINFORCING.

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.5 FOR
THICKNESS AND REINFORCING.

LANDSCAPING, REFER LANDSCAPE
ARCHITECT 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 ENGINEERS DETAIL.

 

 

 

www.dialbeforeyoudig.com.au

 

DIAL1100

BEFORE YOU DIG

 

 

419.14

g.1¥
+1

31
+"

 

 

 

 

 

 

 

 

 

 

 

 

48.78
418.84 +'
+

 

 

47.99

418.68

0.03
+0

 

 

 

 

 

 

 

 

8.16
+"

 
 

0.05
+7

 

 

 

 

 

 

 

 

&
2%
iN
Tk
ad
116.603 —
o oN
% tes
ast 117262

9.5!
+"

PROPOSED
ARENA
FFL
119.200

 

x

 

 

 

 

 

 

 

AS

SE S2 29

417 ENN

ay

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE

918
+"

9.90
+"

   
 
 

\\e
+1"

116.264 INTO EXISTING NEATLY,
.» , NO STEP
~ en" 6°

JOIN PROPOSED DRIVEWAY

+"

116.853

 

117.142 [6%

 

 

 

 

 

 

 

 
   
       

9.3!
+" |

~ PROPOSED

 

STABLES
FFL]
sont 119.050

 

 

 

 

0]

 

 

 

 

 

SITE PLAN — DRIVEWAY LEVELS PLAN PART 2

Scale 1: 250

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

 

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

44.39
+!

3.90
+"

3
415.2
+ 11498

 

 

 

 

+

 
  

 

  
 
 
 
  

 

 

 

 

 

 
 

 

 

 

 
 

 

 

 

 

42
334 +0

442.98

4.43
+"

5.45
+"

6.84
+"

32
+t"?

41290
412.89

41

49.28

pio

4
48.1
+!

412.30

+
2.68

42.34

ist

443.02

5.02

3.21

KEY

EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE

EX. SMH
EX. SCP
E.0.B.
K&C
N.S.L.
FH.
TP
EP.
KERB
RCEW
S.V
W.M

412.28

442.38

+ 413.17

413-88

524
+"

6.82
+"

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

41
+
A
412.3
+
0
413-2
+ 4
+
+r
+
417.08
+
418.0
ae

 

 

 

 

 

  
 
 
 
 

 
 
   
 

 
 
 
 
  
 

 

 

 

 

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

—— RW 2
| pI PIPOR GSI CIF 9 HO) | Z Z RESIDEN. TIAL

arr : = 2 DEVELOPMENT
Hy asst ; Te Va J FFL 7
few — | ma so I 122.000

42m IM22.000 a ma

 

 

 

 

 

 

 

 

5 10M

 

 

 
 
  

 

 

 

 

LLL

2.26
+0

 

 

 

122.C

 

 

 

 

 

 

 

 

 
  

 
  
 
 
 

 

 

 

 

\.
SS

 

 

 

 

 

 

 

 

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 T/

O SCG

Unit 1/11 Project Ave,
Noosa Heads

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

aptgcompany ‘ABN 68 669.675 790

 

Title:

DRIVEWAY LEVELS PLAN

PART 2

 

Project

111 LUKES RD,
COOROY MOUNTAIN

 

1:250 @ Al
1:500 @ A3

Date:

Feb 2026

Drawn LR

Design

 

TH

 

 

 

Checked:

=|RPEQ 27698
-|T Harrington |” —

Drg No.

0577

 

-OW4.2| .

 

 

 

Page 10

 RESIDENTIAL
DEVELOPMENT




                                 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

Page 11

                                              RESIDENTIAL
                                             DEVELOPMENT




                  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

Page 12

                  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

Page 13

                  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