SUPERSEDED Approved Plans OPW 21 0136

APPROVED PLANS
    OPW21/0136
 NOOSA COUNCIL
30 NOVEMBER 2021


[OCR of page images]
   

66 - 51 Orient Drive, Sunvise Beach (CBD)\21666-C.dwg. 23/11/2021 10:51:47 AM,

PROPOSED DRIVEWAY ALTERATIONS
TO EXISTING RESIDENCE

 

APPROVED PLANS

OPW21/0136 A T
NOOSA COUNCIL

30 NOVEMBER 2021

 

 

 

#51 ORIENT DRIVE,
SUNRISE BEACH QLD 4567

FOR:- ALBERT KHAMU

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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 10
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.

EARTHWORKS NOTES

1. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
INSTALLED AND FULLY OPERATIONAL BEFORE COMMENCING
UP-SLOPE EARTHWORKS.

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

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

4, FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING:
4A. 1 TEST PER 500cum - GENERALLY
4.2, 1 TEST PER 2 LAYERS PER 40m - TRENCH BACKFILL

5. PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING
MINIMUM DRY DENSITY RATIO (M.0.D.R.) COMPACTION STANDARDS:

5A. PAVEMENT SUBGRADE = 98% STD

5.2. FOR NON-COHESIVE MATERIALS, M.D.D.R. = 75%.

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

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

8. EARTHWORKS BATTERS ARE TO CONFORM TO THE FOLLOWING:

8.1. 1:4 OR FLATTER TO BE GRASS SEEDED, UNO.

8.2. STEEPER THAN 1:4 TO BE MULCHED AND PLANTED IN
ACCORDANCE WITH LANDSCAPE PLANS.

9. IMPORTED FILL TO HAVE MIN EQUIVALENT CBR OF 15%.

 

 

   
    
  

FOR THE INSPECTION OF DRIVEWAYS AND CROSSOVERS,
ETC, IT IS THE BUILDERS RESPONSIBILITY TO ENSURE
ALL GRADIENTS AND SETOUT IS CORRECT. THE
ENGINEER WILL ONLY INSPECT REINF'RCEMENT, COVER
AND SLAB THICKNESSES. A SURVEY DRAWING WILL BE
REQUIRED CONFIRMING THE GRADES AND SETOUT TO
ENABLE THE ENGINEER TO CERTIFY THE CONSTRUCTION.

 

RIENMAC eryiro

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

SUNSHINE COAST OFFICE:

   
   

SUITE 5, FIRST FLOOR, P:- (07) 5349 0762
SAINT CIRINO, Emails- [email protected]
137 BRISBANE ROAD, Web:- www.rienmac.net

(PO BOX 149)
MOOLOOLABA OLD 4557

CLIENT:

ALBERT KHAMU
PROJECT;

PROPOSED DRIVEWAY
ALTERATIONS

#51 ORIENT DRIVE,

 

 

 

SUNRISE BEACH QLD 4567

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 4 ON N21840.

NOOSA SHIRE COUNCIL
DRAWING TITLE

 

 

 

 

 

 

 

Location Minimum Dry Density Compaction
DRAWING REGISTER it *
Pavement Area
a) >0.3m below pavement subgrade 95
DATE b) <0.3m below pavement subgrade 98
DRAWING R A . . .
NUMBER DESCRIPTION EVISION DRAWING Note: The recommended Compactions are percentages of the maximum dry density
ISSUED determined by Australian Standard 1289 5.1.1 (Standard Compaction).
© BACKFILLING FOR SERVICE TRENCHES, ETC SHOULD USE GOOD QUALITY MATERIAL. THE
a COVER PAGE, NOTES A 23/11/2021 BACKFILL SHOULD BE PLACED IN UNIFORM LAYERS OVER THE FULL WIDTH OF THE
EXCAVATIONS WITH THE LAYERS NOT EXCEEDING 200mm THICKNESS, LOOSELY PLACED. THE
a DRIVEWAY PLAN, CROSS. SECTION A 21/2074 BACKFILL MATERIAL SHOULD BE COMPACTED TO THE SPECIFICATIONS OUTLINES ABOVE FOR
3 DETAILS A 23/1/2021 INSITU OR IMPORTED COHESIVE MATERIAL.
* SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE INSTALLED PRIOR TO
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 OUT IN ACCORDANCE WITH THE RELEVANT COUNCIL
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".
BEFORE, DURING AND AFTER ANY CONSTRUCTION, SITE DRAINAGE CAUTION WITH EXISTING SERVICES
MUST DIRECT ALL SURFACE, SUBSURFACE AND ROOF WATER AWAY THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF
FROM ANY CONSTRUCTION AND TOWARD STORMWATER RUN-OFF AS r
PER COUNCIL SPECIFICATIONS, EXCESSIVE SOIL MOISTURE CAN ALL EXISTING SERVICES IN THE VICINITY OF THE PROPOSED
WEAKEN THE BUILDING FOUNDATIONS. GUIDANCE CAN BE FOUND IN WORKS PRIOR TO THE START OF ANY CONSTRUCTION.
THE CSIRO INFORMATION SHEET ‘GUIDE TO HOME OWNERS ON r CIFIC
CHANGES ON SITE WILL REQUIRE FOUNDATION MAINTENANCE AND FOOTING PERFORMANCE’ or THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE 10
DRAWINGS TO BE UPDATED PRIOR TO QBCC BOOKLET ‘GUIDE 10 PREVENTING STRUCTURAL DAMAGE TO EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
THESE WORKS COMMENCING ON SITE, AS YOUR HOME’.
PER REGULATORY REQUIREMENTS.
NOTE:

 

 

NOTE. e (CUT AND FILL SHADING REPRESENTS EARTHWOR

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

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

BELOW FFL).
e ROAD BOXING 300mm BELOW FINISH SURFACE LEVELS.

 

 

 

 

NATURAL SURFACE AND BUILDING PAD LEVELS (ASSUMED 200

IN LANDSCAPING AREA REFER TO LANDSCAPING DRAWINGS.

KS BETWEEN

 

f\ A
Pr [lronodA___ Tie an Mensa Conuttag tutes | JOB NUMBER DWG No. | ISSUE

 

 

COVER PAGE

NOTES

Designed: AW/PLR Drawn: AW
SCALES:

Engineer: PLR |DATE: 22 NOV 21

 

21666 C1} A

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088 DO NOT SCALE OFF DRAWINGS.

A3 |SHEET 10F 3 |CHECKED: PLR