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)

=

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.

 

 

 

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SITE PLAN — DRIVEWAY LEVELS PLAN PART 2

Scale 1: 250

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE

ONLY CONTRACTOR TO LOCATE ALL SERVIC

ES

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

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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&C EXISTING KERB & CHANNEL

N.S.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL PILLAR

KERB EXISTING KERBING

RCEW REINFORCED CONCRETE END WALL

S.V STOP VALVE

W.M WATER METER
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MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

— Rife 2
fps TOCHIPON SOQ CCR Oa 959 /, RESIDENTIAL

j TOP 7777, a 7 DEVEL

(7 y 77 a i EMENT
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Laine [| — )f Fr Ty [ ~4,09 ood) —
PEELE IM22.000 ae La} et
ELLA

 
 
  

 

 

 

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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 Project Ave,
Noosa Heads

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

O SCG

ABN 68 669 675 790

SCG HOLDINGS PTY LTD T/

 

 

 

 

 

 

 

 

DRIVEWAY LEVELS PLAN
PART 2
APPROVED PLAN 111 LUKES RD,
MCU26/0012 & OPW26/0034 COOROY MOUNTAIN
25 MAY 2026 :
Pate: Feb 2026 iRS TH
+P" pz @ a freon 0577 -OW4.2