Appendix A - Amended Driveway Design

PROPOSED DRIVEWAY ALTERATIONS
TO EXISTING RESIDENCE

AT

#51 ORIENT DRIVE,

SUNRISE BEACH

QLD = 4567

FOR:- ALBERT KHAMU

 

DRAWING REGISTER

 

 

 

 

DATE
Mee DESCRIPTION REVISION |  ORAWING
ISSUED

a COVER PAGE, NOTES 23/11/2021

(2 DRIVEWAY PLAN, CROSS SECTION 23/11/2021

G3 DETAILS A 23/11/2021

 

 

 

 

 

 

 

 

 

 

 

CHANGES ON SITE WILL REQUIRE
DRAWINGS TO BE UPDATED PRIOR 10
THESE WORKS COMMENCING ON SITE, AS
PER REGULATORY REQUIREMENTS.

 

 

 

 

3
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NOTE:

 

 

ARCHITECTURAL DRAWINGS.

FOR SETOUT CO-ORDINATES AND BUILDING
FINISHED FLOOR LEVELS (FFL), REFER TO

 

 

go
Bidcument Set ID: 21717145
Version: 1, Version Date: 01/12/2021

gill IS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMME!

BEFORE, DURING AND AFTER ANY CONSTRUCTION, SITE DRAINAGE
MUST DIRECT ALL SURFACE, SUBSURFACE AND ROOF WATER AWAY
FROM ANY CONSTRUCTION AND TOWARD STORMWATER RUN-OFF AS
PER COUNCIL SPECIFICATIONS. EXCESSIVE SOIL MOISTURE CAN
WEAKEN THE BUILDING FOUNDATIONS. GUIDANCE CAN BE FOUND IN
THE CSIRO INFORMATION SHEET ‘GUIDE TO HOME OWNERS ON
FOUNDATION MAINTENANCE AND FOOTING PERFORMANCE’ or THE
QBCC BOOKLET ‘GUIDE TO PREVENTING STRUCTURAL DAMAGE 10
YOUR HOME’.

EARTHWORKS PROCEDURES

REFER TO THE FOUNDATION INVESTIGATION REPORT FOR SOIL CONDITIONS EXPECTED ON SITE. IF
ACTUAL SOIL CONDITIONS VARY SIGNIFICANTLY FROM THOSE IN THE REPORT, CONTACT ENGINEER

FOR

ADVICE.

EARTHWORK PROCEDURES SHOULD BE CARRIED QUT IN A RESPONSIBLE MANNER IN ACCORDANCE

WITH

AS3798-1996 “GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND — RESIDENTIAL

DEVELOPMENTS”.

EARTHWORK PROCEDURES SHOULD INCLUDE THE FOLLOWING:-

CLEARING, STRIPPING AND GRUBBING SHOULD BE CARRIED OUT IN AREAS SUBJECT TO
EARTHWORKS, ALL SOILS CONTAINING ORGANIC MATTER SHOULD BE STRIPPED FROM THE
CONSTRUCTION AREA. THIS MATERIAL IS NOT CONSIDERED SUITABLE FOR USE AS
STRUCTURAL FILL. DEEPER STRIPPING MAY BE REQUIRED TO REMOVE TREE ROOTS.
DEPRESSIONS FORMED BY THE REMOVAL OF VEGETATION, EG. TREE STUMPS, OR OTHER
UNDERGROUND ELEMENTS, SHOULD HAVE ALL DISTURBED WEAKENED SOIL CLEANED QUT AND
BE BACKFILLED WITH COMPACTED SELECT MATERIAL.

FOLLOWING SITE STRIPPING AND PRIOR TO ANY FILLING WORKS THE EXPOSED GROUND
SURFACE SHOULD BE PROOF ROLLED USING A VEHICLE WITH A TARE OF AT LEAST 3
TONNES. AREAS DEMONSTRATING EXCESSIVE MOVEMENT SHOULD BE TREATED (DRIED AND
RECOMPACTED) OR REMOVED AND REPLACED WITH COMPACTED FILL.

FILLING SHOULD BE COMPACTED AT MOISTURE CONTENTS WITHIN THE RANGE OF -2% 10
+0.5% OF OPTIMUM MOISTURE CONTENT FOR STANDARD COMPACTION. CONFIRMATORY
TESTING MUST BE CARRIED OUT AT REGULAR INTERVALS. A MINIMUM OF TWO TESTS PER
300mm VERTICAL INTERVAL IS RECOMMENDED WHERE STRUCTURAL FILL HEIGHTS ARE TO
EXCEED 300mm AND A MINIMUM OF 1 TEST PER 100m? OF COMPACTED FILL. SELECT FILL
SHOULD HAVE A MAXIMUM PARTICLE SIZE OF 100MM FOR UNCOMPACTED LAYER THICKNESS
OF 200MM AND SHALL BE COMPACTED BY REPEATED ROLLING WITH A COMPACTOR 10
ACHIEVE THE SPECIFIED DENSITIES.

GUIDELINES FOR MINIMUM RELATIVE COMPACTION VALUES FOR INSITU SOILS AND IMPORTED
FILL FOR THE BUILDING AND PAVEMENTS ARE PRESENTED BELOW.

Location Minimum Dry Density Compaction
Building Area 98
Pavement Area
a) >0.3m below pavement subgrade 95
b) <0.3m below pavement subgrade 98

Note: The recommended Compactions are percentages of the maximum dry density
determined by Australian Standard 1289 5.1.1 (Standard Compaction).
BACKFILLING FOR SERVICE TRENCHES, ETC SHOULD USE GOOD QUALITY MATERIAL. THE
BACKFILL SHOULD BE PLACED IN UNIFORM LAYERS OVER THE FULL WIDTH OF THE
EXCAVATIONS WITH THE LAYERS NOT EXCEEDING 200mm THICKNESS, LOOSELY PLACED. THE
BACKFILL MATERIAL SHOULD BE COMPACTED TO THE SPECIFICATIONS OUTLINES ABOVE FOR
INSITU OR IMPORTED COHESIVE MATERIAL.
SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
CONSTRUCTION COMMENCING.
THE SITE MUST BE MAINTAINED IN A FREE DRAINING STATE AT ALL TIMES, NO WATER
SHALL BE ALLOWED TO POND ADJACENT ANY BUILDING PADS.
ALL WORK SHALL BE CARRIED QUT IN ACCORDANCE WITH THE RELEVANT
STANDARDS, MAIN ROAD STANDARD DRAWINGS AND IPWEAQ STANDARD DRAWINGS.
CARPARK DESIGN BY OTHERS. REFER ARCHITECTURAL DRAWINGS FOR DESIGN AND VEHICLE
MOVEMENTS, ETC.
ALL LINEMARKING AND SIGNAGE SHALL BE IN ACCORDANCE WITH DMR "MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES".

INSTALLED PRIOR 10

COUNCIL

EARTHWORKS NOTES
1.

4

‘ad,

42.

5.

5A.

5.2.

8.

8.1.
8.2.

9.

ALL DRAINAGE, EROSION AND SEDIMENT
INSTALLED AND FULLY OPERATIONAL
UP-SLOPE EARTHWORKS.

CONTROLS 10 BE
BEFORE — COMMENCING

ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND
MARKED PRIOR 10 COMMENCING EARTHWORKS.

EARTHWORKS, ASSOCIATED WITH BUILDING T0
GEOTECHNICAL/STRUCTURAL ENGINEERS SPECIFICATIONS.

FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING:
1 TEST PER 500cum - GENERALLY
1 TEST PER 2 LAYERS PER 40m - TRENCH BACKFILL

PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING
MINIMUM DRY DENSITY RATIO (M.0.D.R.) COMPACTION STANDARDS:
PAVEMENT SUBGRADE = 98% STD
FOR NON-COHESIVE MATERIALS, M.D.D.R. = 75%.

ALL AREAS SUBJECT TO EARTHWORKS ARE TO BE FREE
DRAINING WITH A MINIMUM SLOPE OF 1:10.

ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6
MAXIMUM SIDE BATTERS (GRASS SEEDED).

EARTHWORKS BATTERS ARE TO CONFORM TO THE FOLLOWING:
1:4 OR FLATTER TO BE GRASS SEEDED, UNO.
STEEPER THAN 1:4 TO BE MULCHED AND PLANTED IN
ACCORDANCE WITH LANDSCAPE PLANS.

IMPORTED FILL TO HAVE MIN EQUIVALENT CBR OF 15%,

 

 

FOR THE INSPECTION OF DRIVEWAYS AND CROSSOVERS,
ETC, IT IS THE BUILDERS RESPONSIBILITY TO ENSURE
GRADIENTS AND SETOUT IS
ENGINEER WILL ONLY
AND SLAB THICKNESSES.
REQUIRED CONFIRMING THE GRADES AND SETOUT TO
ENABLE THE ENGINEER TO CERTIFY THE CONSTRUCTION.

   
    
  

CORRECT. THE
INSPECT REINF'RCEMENT, COVER
A SURVEY DRAWING WILL BE

 

 

CAUTION WITH EXISTING SERVICES

ALL EXISTING SERVICES
WORKS PRIOR TO THE START OF ANY CONSTRUCTION.

EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.

 

THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF
IN THE VICINITY OF THE PROPOSED

COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO

 

 

 

NOTE:

e (CUT AND FILL SHADING REPRESENTS
NATURAL SURFACE AND BUILDING PAD LEVELS
BELOW FFL).

e ROAD BOXING 300mm BELOW FINISH SURFACE LEVELS.

 

 

EARTHWORKS BETWEEN
(ASSUMED 200

IN LANDSCAPING AREA REFER TO LANDSCAPING DRAWINGS.

 

P Rane

This drawing is not to be copied or amended yithout
yrilten permission from Rienmac Consulting Engineers

RIENMAC eryiro

ABN. 52 010 666 430 ACN. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

CLIENT:

ALBERT KHAMU
PROJECT;

PROPOSED DRIVEWAY
ALTERATIONS

#51 ORIENT DRIVE,
SUNRISE BEACH QLD

  
   

P:- (07) 5349 0762
Email:- [email protected]
Web:- www.rienmac.net

 

4567

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 4 ON N21840.

NOOSA SHIRE COUNCIL
DRAWING TITLE

COVER PAGE
NOTES

 

Designed: AW/PLR Drawn: AW
SCALES:

Engineer: PLR

 

 

DATE: 22 NOV 21

21666 C1} A

JOB NUMBER DWG No. ISSUE

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

DO NOT SCALE OFF DRAWINGS.

 

A3 |SHEET 10F 3 |CHECKED: PLR