Approved Plans - OPW23/0191 [As Published]

 

 

DRAWING SIZE — At

 

HEIGHT DATUM

LOT 14 ON RP 89506
Level Datum AHD il
Level Origin PM 18415

Attunga Heigts, Noosa Heads N

 

 

Survey information provided by |
MAX WATTERSON & ASSOCIATES

 

LEGEND

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

+180 EXISTING SURFACE SPOT LEVELS.

5.0% > INDICATES FINISHED SURFACE GRADE
FAL INDICATES DIRECTION OF FALL
oN TO FINISHED SPOON DRAINS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

RANP. wx.
x [ 29.740 | INDICATES PROPOSED FINISHED
SURFACE LEVELS

(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST
5 BQ] CONCRETE CAST-INTO. PAVEMENT. REFER SW.
FOR FURTHER DETAILS.

CD—xxx GRATED DRAIN CAST—INTO PAVEMENT.
CoooSOCSEFER SW1.1 FOR FURTHER DETAILS

____(T) DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DRG. OW4.3 DETAILS

--— DENOTES SAWN CUT DANLEY JOINT
REFER TO DRG. OW4.3 DETAILS

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW4.3 FOR
THICKNESS AND REINFORCING.

C_] LANDSCAPING, REFER LANDSCAPE

ARCHITECT FOR DETAILS.

INDICATES DIRECTION OF RAMP UP OR

AES DOWN AS INDICATED
———£———_INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

—_ w———_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

7 ——___ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

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

 

 

‘SW/EX

 

 

oy SW/EX SWE.

 

 

  
  
 
 

 

 

 

 

 

30/2X—  — $0/01 — $0/08 00295 98/2 0/5 VS LL:49.32

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 
   
 
  
 
   

 

 

 

 

 

 

 

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GARAGE FFL 57.225

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SUSPENDED SLAB BY PP o Jo
STRUCTURAL ENGINEER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
     

 

 

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES

 

ALL LINE MARKING TO BE IN ACCORDANCE

 

 

 

 

  

Ny BEFORE YOU DIG

 

 

 

 

PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY

WITH THE QUEENSLAND MANUAL OF UNIFORM

EXISTING DRIVEWAY

TRAFFIC CONTROL DEVICES & A.S 2890.1

 

 

NX
ms
&
NX
P
i L
\
ENSURE SMOOTH TRANSITION FROM EXISTING
DRIVEWAY TO NEW, NO MECHANICAL
CONNECTION.
{62.04 62.06,
' a
(63.13 163.19
t ~T

Ranf RI A? Q7

SITE PLAN — DRIVEWAY & CROSSOVER PLAN

Scale 1: 100

 

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL NEW KERB & CHANNEL TO BE IN ACCORDANCE

FOOT-PATHS AND INTERNAL PEDESTRIAN WITH IPWEA STANDARD Drg. SEQ-RS—080 &
PATHS AND RAMPS COUNCIL STANDARD DETAILS

 

 

PARKING FACILITIES PART 1: OFF-STREET CAR

CROSSOVER TO BE
www.dialbeforeyoudig.com.au RESURFACED GENERALLY

= IN ACCORDANCE WITH RS-
a DIAL1100 049 & RS-050

RESPONSIBLE FOR THE SERVICE

   

 

 

CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE

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.

 

 

NO TRIP HAZARDS

 

 

 

EX. SWPT EXISTING STORMWATER PIT

EX. SMH EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K &C EXISTING KERB & CHANNEL
NSL. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP. VALVE
WM WATER METER
Sewer M
q LL:49.00

 

CONSTRUCTION NOTES
GENERAL:

1. DO NOT SCALE FROM THIS DRAWING,
2, ALL DIMENSIONS IN. MILLIMETRES

3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE 10 BE REFERRED 10 THE
ENGINEER IMMEDIATELY.

5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE. WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

FOOTPATHS AND DRIVEWAYS:

1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2, MINIMUM. CONCRETE THICKNESSES:

PAVEMENT (VEHICLES): 125mm U.N.O.
FOOTPATHS: 100mm U.N.O.

3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
AND MINIMUM STRENGTHS AS FOLLOWS:

PAVEMENT (VEHICLES): 32 MPa
FOOTPATHS: 25 MPa

4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. REINFORCEMENT FABRIC TO AS 1504, PLACED CENTRAL
SLAB DEPTH.

6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
7. EXPANSION JOINTS AS NOTED (T.J.) ON PLANS TO BE
10mm WIDE WET TOOLED WITH EVERY 2ND MESH WIRE CUT
ALONG JOINT. REFER DETAIL.

8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
INSIDE EDGE OF CURVE

10. ALL EXISTING SERVICES TO BE LOCATED AND PROTECTED
AS REQUIRED PRIOR TO WORK COMMENCING

 

 

 

 

 

 

 

 

APPROVED PLAN
OPW23/0191
NOOSA COUNCIL
8 APRIL 2025

 

 

 

 

A REVISED FOR SUSPENDED SLAB

06.03.24

 

Revision | Description

 

 

Date

 

“FOR APPROVAL

 

the written permission of SCG Consulting Engineers.

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

 

SCG HOLDINGS PTY LTD T/

ABN 68 669 675 790

a Unit 1/11 Project Ave,
F Noosa H
Ph (07) 5455 5604

eads

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

 

Title:

DRIVEWAY PLAN

 

Project

26 ATTUNGA HTS,
NOOSA HEADS

 

 

Feb 2024 TH

Date: Drawn Design

 

5 Checked: Drg No.
Aanmm7_ 7 pm1:100 @ Al
"200 @ AS : 8 Richordson 01 48 -OW3.1

 

 

TH

A.