BA_ 32 Plover Street, Peregian Beach - Civil Plans

OPERATIONAL WORKS FOR mas, as

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
PROPOSED RESIDENCE a AE

EARTHWORK PROCEDURES SHOULD BE CARRIED OUT 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.
i © FOLLOWING SITE STRIPPING AND PRIOR 10 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
p F R F Gl BE ( H Q [ D 4 5 ] 3 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
F 0 R _ R g GG RR 0 1) H U RST AND SHALL BE COMPACTED BY REPEATED ROLLING WITH A COMPACTOR TO ACHIEVE THE
. SPECIFIED DENSITIES.

© GUIDELINES FOR MINIMUM RELATIVE COMPACTION VALUES FOR INSITU SOILS AND IMPORTED FILL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

FOR THE BUILDING AND PAVEMENTS ARE PRESENTED BELOW. FOR THE INSPECTION OF DRIVEWAYS AND
Location Minimum Dry Density Compaction CROSSOVERS, ETC, IT IS THE BUILDERS
DRAWING REGISTER Building Area 98 RESPONSIBILITY TO ENSURE ALL GRADIENTS
Pavenent Area + cubed * AND SETOUT IS CORRECT. THE ENGINEER
a) 203m below pavenent” subgrade WILL ONLY INSPECT REINFORCEMENT, COVER
<03 98 ‘
DRAWING PEVISsiO me P) <O3m below pavenent subsrade AND SLAB THICKNESSES. A SURVEY
NUMBER DESCRIPTION VISION DRAWING Note: The recommended Compactions are percentages of the maximum dry density DRAWING WILL BE REQUIRED CONFIRMING THE
ISSUED determined by Australian Standard 1289 5.1.1 (Standard Compaction). GRADES AND SETOUT TO ENABLE THE
+ BACKFILLING FOR SERVICE TRENCHES, ETC SHOULD USE GOOD QUALITY MATERIAL. THE
at COVER PAGE, NOTES Pg 7/10/2021 BACKFILL SHOULD BE PLACED IN UNIFORM LAYERS OVER THE FULL WIDTH OF THE ENGINEER TO CERTIFY THE CONSTRUCTION.
( DRIVEWAY PLAN 59 7710/2021 EXCAVATIONS WITH THE LAYERS NOT EXCEEDING 200mm THICKNESS, LOOSELY PLACED. THE
BACKFILL MATERIAL SHOULD BE COMPACTED TO THE SPECIFICATIONS OUTLINES ABOVE FOR
GB DRIVEWAY SECTION P6 5/10/2024 INSITU OR IMPORTED COHESIVE MATERIAL. RIENMAC pry tro
Ch DETAILS P2 23/03/2021 © SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE INSTALLED PRIOR 10 meade tert Car ae el
CONSTRUCTION COMMENCING \ STRUCTURAL ENGINEERS
* THE SITE MUST BE MAINTAINED IN A FREE DRAINING STATE AT ALL TIMES, NO WATER a
SHALL BE ALLOWED TO POND ADJACENT ANY BUILDING PADS. ane er Ae Pie (OT) 5349 0162
e ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE RELEVANT COUNCIL Sasa pon Emails [email protected]
STANDARDS, MAIN ROAD STANDARD DRAWINGS AND IPWEAQ STANDARD DRAWINGS. Po BOX i) Web wnnritnmac-n
MOOLOOLABA OLD 4557
CLIENT:
RA & GG BROADHURST
PROJECT;
PROPOSED RESIDENCE
: 32 PLOVER STREET
g PEREGIAN BEACH QLD 4573
REAL PROPERTY DESCRIPTION & COUNCIL:
Lot 9 P 9313
NOOSA SHIRE COUNCIL
DRAWING TITLE:
COVER PAGE
WATERPROOFING OF WALLS AND SLABS IS TO BE TO THE BUILDERS SPECIFICATIONS, LEGEND NOTES
IT IS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND Che ENWERE NOTED OTHERWISE Designed: © PLR Drawn: TP
DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. Max MAXIMUM SCALES:
rok HORTA PRELIMINARY ISSUE —
REINE'T REINFORCEMENT Engineer: PLR|DATE: 16 MAR 21
00 NOT SUBSTITUTE CHANGES ON SITE WILL REQUIRE HO HOLD DOWN ~ NOT FOR CONSTRUCTION -
ALTERNATIVE MEMBER TYPES DRAWINGS TO BE UPDATED PRIOR TO Esty EON RNGTH BUTE WELD 21624 C1 P9
OR SIZES WITHOUT ENGINEERS THESE WORKS COMMENCING ON SITE, AS Kes PONS TRUCTION. BREAK
WRITTEN APPROVAL. PER REGULATORY REQUIREMENTS. U/S UNDERSIDE yiten hein ton Resa Conattg Eee JOB NUMBER | DWG No. | ISSUE
IT IS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK, REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY. PETER RIENECKER - RPEQ 2088 | DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 1 OF 4 CHECKED: PLR