Engineering Plans · 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) |

= —_———

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)

 

 

 

 

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9:87

 

 

 

 

 

 

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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