Amended Plans prepared by Callaghan and Toth · OPW24/0151

 

LEGEND - EXISTING SERVICES CONCRETE NOTES: REINFORCEMENT NOTE:

PROPERTY BOUNDARY 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE
uss nan EQGE OF BITUMEN 4, CONSTRUCTION JOINTS TO BE PROPERLY FORMED AND USED ONLY WHERE SHOWN OR 2 REINFORCEMENT REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY SHOWN IN
SPECIFICALLY APPROVED BY THE SUPERINTENDENT, CONTRACTOR TO ENSURE STRUCTURE TRUE PROJECTION.
a KERB & CHANNEL 'S WATER PROOF 3. CONCRETE ROAD SL82 SLAB MESH TO AS2780 SHALL BE LAPPED BY TWO TRANSVERSE
— ——— ROAD CROWN 3, EXPOSED EDGES TO BE CHAMFERED 20mm. WIRES PLUS 25mm, BUNDLED BARS SHALL BE TIED TOGETHER AT 30 BAR DIAMETER
CENTRES WITH 3 WRAPS OF THE WIRE PROPOSED
~ewwneroosvoosees CONCRETE 4. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF AS3600 WITH CONCRETE GRADE TO WELDING OF REINFORCEMENT IS NOT PERMITTED WITHOUT THE APPROVAL OF THE
THE MINIMUM 28 DAY COMPRESSIVE STRENGTH
TOP OF BANK SUPERINTENDENT. BUILDING SITE
See MAJOR CONTOUR SOROS ke A NED Ey Ree rete Ane 5. ALL REINFORCEMENT TO BE SUPPORTED IN ITS CORRECT POSITION DURING CONCRETING BY
21MPa (APPROXIMATELY 7 DAYS) AS DETERMINED BY TESTING OF SITE CURED CYLINDERS -
Woe MINOR CONTOUR at APPROVED BAR CHAIRS, SPACERS OR SUPPORT BARS.

6 CONCRETE QUALITY MUST MEET THE FOLLOWING GUIDELINES: 6. REINFORCING BARS TO BE AS4671:2001 WITH 50mm MIN. CLEARANCE.

TREE © ADMIXTURES SHALL NOT BE USED WITHOUT THE WRITTEN APPROVAL OF THE

SUPERINTENDENT °

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

OTHERWISE a
MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 20mm
LEGEND - PROPOSED FEATURES SLUMP SHALL BE 80mm (+/- 15mm)
a CONCRETE STRENGTH SHALL BE GRADE N32
FILL BATTER MAXIMUM WATER/CEMENT RATIO OF 0.45

DRY SHRINKAGE STRAIN AT 56 DAYS NOT TO BE GREATER THAN 700 x 10 -6
CUT BATTER (AS1012.13)

  
 
 
 
 
 
 
 
 
 
  
 
  
 
  
  

150mm THICK N32 CONCRETE DRIVEWAY 8. SAMPLING AND TESTING OF CONCRETE AND CONCRETE CONSTITUENTS SHALL BE IN
TO DETAIL ON SHEET 2251-103 ACCORDANCE WITH AS1379.

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

2:1 FINISH BATTER TO DETAIL ON LOT 36
SHEET 2251-103 RP897845

 

CONTRACTOR TO PROVIDE
GRAVEL TRACK ACCESS TO
PROPOSED BUILDING SITE

 

 

 

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

 

 

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

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

 

 

 

 

NEW ACCESS
DRIVEWAY

 

 

 

EARTHWORKS & COMPACTION NOTES

CLEAR TREES, STUMPS, AND ROOTS. MULCH AND STOCKPILE

= 7 =>

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.

 

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

    
   

 

 

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SURVEY, ORIGIN OF COORDINATES: NOOSA COUNCIL
PSM109469 ee wo
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: cooROMATE DATUM: DRIVEWAY DESIGN : mes i news

Civil, Environmental & Hydraulic Engineers MERIDIAN: 41 TALLOWWOOD PLACE, BLACK MOUNTAIN B

ro a0 OTHE NOCAVLLE M. RAVEANE GDA2020 B [10/24 __ [REVISED FOR APPROVAL MP MP ADT : TRANG SER At

Fee CHAP RECT NOOSAVIL ZONE 56 ‘A [08724 [FOR APPROVAL MP MP ADT 2251-102

een = INDEX| DATE _ [REVISIONS Drawn lerecxeD | approven| LAYOUT AND NOTES PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 

Document Set ID: 23344346
Version: 1, Version Date: 12/11/2024