Engineering Plans · MCU26/0012

 

 

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
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LINE AND IS UNSTABLE.

~— EXCAVATION OR “OTHER >

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9.08 448:
487

48.18 ——-- .

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RESIDENTIAL on
DEVEEOPMENT *

 

 

 

 

FFL |
122.000) —_|

 

 

 

 

 

 

 

 

 

 

 

 

HOUSE ELEVATION TABLE

Elevations Table

 

DRIVEWAY ELEVATION TABLE

Elevations Table

 

 

 

 

 

 

 

 

 

 

 

 

ee

:121.800

 

 

 

 

 

 

 

 

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2.26
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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
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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
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10_f =~ x
+ j 7} y
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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 /
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+ 0 ° / 6 YM 0
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421: .
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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) -