Approved Plans - OPW24/0151 (As published)

 

LEGEND - EXISTING SERVICES
PROPERTY BOUNDARY

EDGE OF BITUMEN
—-———— __ KERB & CHANNEL

— ——— _ ROAD CROWN
sarnnnnnnnnannnne — CONCRETE
obtittittiiittitil [9p oF BANK
——_#35 MAJOR CONTOUR

MINOR CONTOUR

TREE

LEGEND - PROPOSED FEATURES

FILL BATTER
CUT BATTER

150mm THICK N32 CONCRETE DRIVEWAY
TO DETAIL ON SHEET 2251-103

0.5m WIDE GRAVEL SHOULDER TO
DETAIL ON SHEET 2251-103

2:1 FINISH BATTER TO DETAIL ON
SHEET 2251-103

TYPE 2.5 GRAVEL TRACK FOR
ACCESS TO BUILDING SITE AREA

ROCK LINED TABLE DRAIN MIN. 1m WIDE
WITH 150 ROCK, 250 THICK OVER A14
GEOFABRIC TO DETAIL ON SHEET 2251-103

 

NOTE:
ALL EARTHWORKS MUST BE CERTIFIED BY TECTONIC
GEOTECHNICAL & ENVIRONMENTAL ENGINEERS PTY LTD

EARTHWORKS & COMPACTION NOTES

CLEAR TREES, STUMPS, AND ROOTS. MULCH AND STOCKPILE

STRIP TOPSOIL TO 150mm OR DEEPER AS REQUIRED. PROOF ROLL FILL AREA
& COMPACT TO 100% RDD. REMOVE ANY UNSUITABLE MATERIAL AND
REPLACE WITH APPROVED FILL. STOCKPILE AND RE-SPREAD ALL USEABLE
TOPSOIL.

APPROVED FILL TO BE MINIMUM SOAKED CBR 6, FREE OF ORGANIC MATTER,
MAXIMUM AGGREGATE SIZE < 50mm. PLACE IN MAX. 200mm LAYERS AND
COMPACT TO 95% RDD (65% RDD FOR COHESIONLESS SOIL). COMPACT TO
100% RDD IF 300mm BELOW SUBGRADE

MINIMUM COMPACTION TESTS: ONE PER 100m OF ROAD (FOR SUBGRADE, AND
ALL GRAVEL LAYERS). THE CONTRACTOR WILL MEET COMPACTION TESTING
COSTS. ALL CUT AND FILL IS TO BE SUPERVISED TO LEVEL 1 AS PER
AS3798-2007 BY TECTONIC GEOTECHNICAL & ENVIRONMENTAL ENGINEERS
PTY LTD PER CONDITIONS OF RAL24/0003.

THE CONTRACTOR IS TO BE RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES BEFORE COMMENCEMENT OF WORK ON SITE.

GENERAL NOTES:

SURFACE LEVELS

VISIBLE SERVICES ONLY HAVE BEEN LOCATED. PRIOR TO ANY DEMOLITION,
EXCAVATION OR CONSTRUCTION ON THE SITE, THE RELEVANT AUTHORITY
SHOULD BE CONTACTED FOR POSSIBLE LOCATION OF FURTHER
UNDERGROUND SERVICES AND DETAILED LOCATION OF ALL SERVICES.
SURVEY REFERENCE

MGA COORDINATES & AHD ELEVATIONS HAVE BEEN DERIVED FROM GNSS

CONCRETE NOTES:

ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600.

CONSTRUCTION JOINTS TO BE PROPERLY FORMED AND USED ONLY WHERE SHOWN OR
SPECIFICALLY APPROVED BY THE SUPERINTENDENT. CONTRACTOR TO ENSURE STRUCTURE
IS WATER PROOF,

. EXPOSED EDGES TO BE CHAMFERED 20mm.

. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF AS3600 WITH CONCRETE GRADE TO

THE MINIMUM 28 DAY COMPRESSIVE STRENGTH.

. CONCRETE ROAD NOT TO BE TRAFFICKED ON UNTIL CONCRETE STRENGTH HAS REACHED

21MPa (APPROXIMATELY 7 DAYS) AS DETERMINED BY TESTING OF SITE CURED CYLINDERS.
CONCRETE QUALITY MUST MEET THE FOLLOWING GUIDELINES:

 ADMIXTURES SHALL NOT BE USED WITHOUT THE WRITTEN APPROVAL OF THE
SUPERINTENDENT

e CEMENT SHALL BE TYPE ‘A’ NORMAL CLASS PORTLAND CEMENT UNLESS NOTED

OTHERWISE

MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 20mm

SLUMP SHALL BE 80mm (+/- 15mm)

CONCRETE STRENGTH SHALL BE GRADE N32

MAXIMUM WATER/CEMENT RATIO OF 0.45

DRY SHRINKAGE STRAIN AT 56 DAYS NOT TO BE GREATER THAN 700 x 10 -6

(AS1012.13)

. SAMPLING AND TESTING OF CONCRETE AND CONCRETE CONSTITUENTS SHALL BE IN

ACCORDANCE WITH AS1379.

 
 
  
 
  
    
  

 

NEW ACCESS
DRIVEWAY

 

 

 

 
 

REINFORCEMENT NOTE:
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

2. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY SHOWN IN
TRUE PROJECTION.

3. CONCRETE ROAD SL82 SLAB MESH TO AS2780 SHALL BE LAPPED BY TWO TRANSVERSE
WIRES PLUS 25mm. BUNDLED BARS SHALL BE TIED TOGETHER AT 30 BAR DIAMETER
CENTRES WITH 3 WRAPS OF THE WIRE.

4, WELDING OF REINFORCEMENT IS NOT PERMITTED WITHOUT THE APPROVAL OF THE
SUPERINTENDENT.

5. ALL REINFORCEMENT TO BE SUPPORTED IN ITS CORRECT POSITION DURING CONCRETING BY
APPROVED BAR CHAIRS, SPACERS OR SUPPORT BARS.

6, REINFORCING BARS T0 BE AS4671:2001 WITH 50mm MIN. CLEARANCE.

 
 
 
 
 
 
 
 
 
 
 
  
 

LOT 36
RP897845

PROPOSED
BUILDING SITE

 

CONTRACTOR TO PROVIDE
GRAVEL TRACK ACCESS TO
PROPOSED BUILDING SITE

 

 

 

 

 

ENSURE INVERT OF TABLE
DRAIN IS OFFSET FROM EDGE
OF SHOULDER MIN. 0.4m

 

 

 

CLEAR, GRUB & MULCH 3 x TREES
INCLUDING ENTIRE ROOT BALL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SURVEY, ORIN OF COORDINATES — DESIGN LAYOUT PLAN NOOSA COUNCIL
RL 207.668 - 0 2 4 6m APPROVED PLANS
BOUNDARIES a OPW24/0151_2 JANUARY 2025
BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED. Scale 1:100 @A1
Callaghan & Toth CLIENT: COORDINATE DATUM: DRIVEWAY DESIGN 2 On : _
Civil, Environmental & Hydraulic Engineers venDIAN B
ro a 2308 NOS HOS 4587 M. RAVEANE ERIDIAN: | Saat TEV SED FOR PROWL = = aay] 11 TALLOWWOOD PLACE, BLACK MOUNTAIN TRANG MEER Al
1 ’ ZONE 56 A [08/24 [FOR APPROVAL MP MP ADT 2251-102
Pir SA7A0081 wr cleghenancieh com. =I" INDEX] DATE _ [REVISIONS DRAWN —[HECKED —[approven | LAYOUT AND NOTES PLAN

 

 

 

 

Document Set ID: 23344346
Version: 3, Version Date: 08/01/2028