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Attachment A - Driveway Plan
Plans and drawings: the text below has words only, no drawings.
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 ye + suberad 4 AND SETOUT IS CORRECT. THE ENGINEER a hom Below pavemen’ supgrave WILL ONLY INSPECT REINFORCEMENT, COVER b) <0.3m bel tf subgrad 98 ' DRAWING DATE m below pavement subgrade AND SLAB THICKNESSES. A SURVEY NUMBER DESCRIPTION REVISION DRAWING Note: The recommended Compactions are percentages of the maximum dry density DRAWING WILL BE REQUIRED CONFIRMING THE ISSUED determined by Australian Standard 1289 5.14 (Standard Compaction). GRADES AND SETOUT TO ENABLE THE e BACKFILLING FOR SERVICE TRENCHES, ETC SHOULD USE GOOD QUALITY MATERIAL. THE a COVER PAGE, NOTES PS 24/03/2021 BACKFILL SHOULD BE PLACED IN UNIFORM LAYERS OVER THE FULL WIDTH OF THE ENGINEER 10 CERTIFY THE CONSTRUCTION. 2 DRIVEWAY PLAN 35 74/03/2021 EXCAVATIONS WITH THE LAYERS NOT EXCEEDING 200mm THICKNESS, LOOSELY PLACED. THE BACKFILL MATERIAL SHOULD BE COMPACTED TO THE SPECIFICATIONS OUTLINES ABOVE FOR G DRIVEWAY SECTION P3 23/03/2021 INSITU OR IMPORTED COHESIVE MATERIAL. RIENMAC pry ro Ch DETAILS Pe 23/03/2021 * SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE INSTALLED PRIOR 10 meade tert Car ae el CONSTRUCTION COMMENCING \ STRUCTURAL ENGINEERS e THE SITE MUST BE MAINTAINED IN A FREE DRAINING STATE AT ALL TIMES, NO WATER in SHALL BE ALLOWED 10 POND ADJACENT ANY BUILDING PADS. SIME STS FOR P:- (07) 5349 0762 e ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE RELEVANT COUNCIL Sasa ROAD ini infoQrienmacnet STANDARDS, MAIN ROAD STANDARD DRAWINGS AND IPWEAQ STANDARD DRAWINGS. Po BOX i) she WuWeenmarne MOOLOOLABA QLD 4557 CLIENT: RA & GG BROADHURST PROJECT: PROPOSED RESIDENCE 32 PLOVER STREET PEREGIAN BEACH QLD 4573 REAL PROPERTY DESCRIPTION & COUNCIL: Lot 9 P 9313 = 2 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: kay eA PRELIMINARY ISSUE — IREINF'T REINFORCEMENT Engineer: PLR|DATE: 16 MAR 21 DO NOT SUBSTITUTE CHANGES ON SITE WILL REQUIRE eo HOLD DOWN, ee - NOT FOR CONSTRUCTION - ALTERNATIVE MEMBER TYPES DRAWINGS TO BE UPDATED PRIOR TO Esty EON RNGTH BUTE WELD 11624 (1 pS OR SIZES WITHOUT ENGINEERS THESE WORKS COMMENCING ON SITE, AS KB, FONSTRUCTION BREAK WRITTEN APPROVAL. PER REGULATORY REQUIREMENTS. U/S UNDERSIDE yiten hein ton Resa Conattg Eee JOB NUMBER | DWG No. | ISSUE 1T 1S. 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
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Page 2
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| SPECFICATIONS, SENERALLY N ACCORDANCE WT CONFIRM ALL LEVELS ON SITE (37 Basel ROAD, Web reo
DRAWINGS RS-049 & RS-050, BEFORE COMMENCING WORK. MooLOOLABA™ oud 4357 aan
CLIENT: UCP C7
bE RA & GG BROADHURST
| PROJECT;
; PROPOSED RESIDENCE
i 32 PLOVER STREET
d LOCATE ALL SERVICES ON SITE DRIVEWAY P| AN PEREGIAN BEACH OLD 4573
3 BEFORE COMMENCING WORK.
g REAL PROPERTY DESCRIPTION & COUNCIL:
3 Lot 9 P 9313
i NOOSA SHIRE COUNCIL
3 DRAWING TITLE:
4 DRIVEWAY PLAN
i Designed: PLR Drawn: TP
PRELIMINARY ISSUE SCALES:
Fi Engineer: PLR|DATE: 16 MAR 21
& - NOT FOR CONSTRUCTION -
i 21624, (2) PS
yiten hein ton Resa Conattg Eee JOB NUMBER | DWG No. | ISSUE
(JIT 1S THE BULDERS RESPONSBILITY TO CONFIRM ALL LEVELS, SETOUT AND DINENSIONS ON SITE BEFORE COMMENCING ANY WORK, REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY. PETER RIENECKER - RPEQ 2088 | DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 2 OF 4 CHECKED: PLR
Page 3
BOUDNARY
1800 1500 1500 1500
1 in 7.8 1 in 150 1 in 8.8 1 in 4.28
2205 2400 1800 1900
Tin 44 1 in 3.67 Tin 4.29 1 in 7.82
RL12.38 ciao
' RL1.100 '
RL11.565 |
RL10.912
\ Ri 10.193! wy
: | J aa RL10.25
CONFIRM SIZE OF GRATED DRAIN 1200
I “~ WITH HYDRAULIC ENGINEERS
DETAILS. TRAFFICABLE NON-SLIP
GRATE TO FOLLOW THE GRADE
OF THE DRIVEWAY.
RIENMAC eryiro
ABN. 5? 010 666 430 ACK 010 666 430
DRIVEWAY SECTION CONSULTING CIVIL &
STRUCTURAL ENGINEERS
SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR, P- (07) 5349 0762|
SAINT CIRINO, Email;- info@rienmac,net
137 BRISBANE ROAD, Web:- www.rienmac.net
(PO BOX 149)
MOOLOOLABA OLD 4557
CLENT:
RA & GG BROADHURST
PROJECT:
PROPOSED RESIDENCE
32 PLOVER STREET
PEREGIAN BEACH QLD 4573
REAL PROPERTY DESCRIPTION & COUNCIL:
Lot 9 P 9313
NOOSA SHIRE COUNCIL
DRAWING TITLE:
DRIVEWAY SECTION
SS .
Designed: PLR Drawn: TP
950 3050 1200 PRELIMINARY ISSUE SCALES: 1:50
Engineer: PLR|DATE: 16 MAR 21
- NOT FOR CONSTRUCTION -
~ B99 CAR CLEARANCE TEMPLATE 21624| 3] P3
ier pesto tron Reena Cot ghee JOB NUMBER | DWG No. | ISSUE
| DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 3 OF 4 — |CHECKED: PLR
21\Large\21624 - 32 Plover Street, Peregian Beach - Giada Pistis\21624-C.dwg, 23/03/2021 2:07:04 PM,
|S. 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
Page 4
N12 TRIMMER BAR
(50 EDGE COVER).
LAP 300, PROVIDE 450x450
CORNER BARS.
CONSTRUCTION JOINT.
1 LAYER F72 MESH
40 TOP COVER,
BOLSTER CUT SLAB (3W x 30D), FILL JOINT 10
3mm BELOW SURFACE WITH FOSROC EXPANDITE
THIOFLEX 6006.
FORM KEY IN EDGE OF ‘st POURED SLAB.
COAT FACE OF SLAB WITH BOND PREVENTATIVE
(eg. HYDROSEAL, FORMOIL).
FS.L. — OSS S
| |_-_ ys —t Sy YA
jl ca 8 sn
EDGE THICKENING (ET)
TYPICAL TO ALL EDGES OF DRIVEWAY SLAB.
DISCONTINUE MESH 40mm FROM END.
CUT EVERY 2nd WIRE DIRECTLY UNDER JOINT &
FORM KEY IN EDGE OF fst POURED SLAB.
COAT FACE OF SLAB WITH BOND PREVENTATIVE
(eg. HYDROSEAL, FORMOIL).
R16 GALV DOWELS x500 LONG AT 300mm
CRS GREASE AND CAP ONE END OR
2 APPROVED PROPRIETORY ALTERNATIVE.
200
DEPRESS FABRIC LOCALLY.
TOOLED JOINT (TJ)
ALTERNATIVELY: SAW CUT SLAB 3W x 30D WITHIN
24 HOURS OF CASTING SEAL AS ABOVE.
DRIVEWAY SLAB ON GROUND DETAILS
3 BAR FIITM.
50 BTM COVER.
KEYED JOINT (KJ)
3 BAR FIITM.
50 BIM COVER.
EXPANSION JOINT (EJ)
125 THICK CONCRETE
EXPANSION JOINTS TO BE SEALED WITH A LOW
MODULUS SELF PRIMING SEALANT 10 THE
MANUFACTURERS SPECIFICATIONS.
SEALANT IS TO MATCH THE ADJOINING SURFACE
FINISHES.
DOWELLED or PROPRIETARY JOINT
SYSTEM.
F72 MESH CENTRAL.
KERB AND CHANNEL. z
7} 3
x 3
= 3
= I PROPERTY BOUNDARY
So =
2 = Ss
EJ al se
g
| =
k DED
DRIVEWAY DETAILS AND
NOTES TAKEN FROM COUNCIL
; J | ‘ ord RESIDENTIAL DRIVEWAY
= S| FINISH. DRAWING R-0050.
DEJ
DRIVEWAY CROSSING PLAN
z
1.
wr wn
OOD
Ss
DRIVEWAY NOTES:
CONFIRM ALL DETAILS WITH COUNCIL REQUIREMENTS BEFORE COMMENCING ANY
WORK ON SITE. IF IN DOUBT ASK.
FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CURVE.
EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL.
CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES.
CONCRETE DRIVEWAY CROSSOVER TO BE 125mm THICK EXCLUDING ANY FINISH
TREATMENTS. eg, STAMPED CONCRETE FINISH,
CONCRETE SURFACE TOLERANCE 10 BE 0-Smm, OVER 3 METRE SECTIONS.
CONCRETE N25 IN ACCORDANCE WITH AS1379 AND AS3600.
REINFORCEMENT FABRIC TO AS1304, 50 TOP AND EDGE COVER, LAP FABRIC 250.
APPROVED MATERIALS FOR CONSTRUCTION:- CONCRETE or ASPHALT.
EXPANSION JOINTS TO BE 10mm WIDE, FULL DEPTH CLOSED CELL CROSS LINKED
POLYETHYLENE FOAM (85-150kg/m3) OR COMPRESSED GRANULATED CORKBOARD,
INSTALLATION TO MANUFACTURERS INSTRUCTIONS.
ALL DIMENSIONS IN MILLIMETERS.
ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER STANDARD
DRAWING.
ALL SERVICES NEED 10 BE LOCATED PRIOR TO EXCAVATION.
MOUNTABLE KERB &
CHANNEL OR INVERT
CROSSING.
BARRIER, SEMI-MOUNTABLE,
FIRST POUR
10mm COMPRESSIBLE FILLER
MATERIAL FOR FULL DEPTH.
THE COLOUR OF THE
aye SECOND POUR
INSTALL 400 STAINLESS DOWELS (or GALVANISED REFER
RELEVANT COUNCIL FOR APPROVAL) @600 CRS.
DOWELLS 912 IN SLAB THICKNESS 100
616 IN SLAB THICKNESS 125
GREASED DOWEL WITH
EXPANSION CAP.
DOWELLED EXPANSION JOINT
(DEJ)
NOMINAL
KERB LINE
R16@450 (RS MAX.
SAW CUT AND BREAKOUT BACK
OF KERB AND CHANNEL.
DRIVEWAY CROSSING
GALVANISED/STAINLESS STEEL DOWELS 400 LONG.
SAND BED.
DETAIL
PRELIMINARY ISSUE
- NOT FOR CONSTRUCTION -
IT IS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY.
CONFIRM SIZE OF GRATED DRAIN
WITH HYDRAULIC ENGINEER AND
ARCHITECTS DRAWINGS.
F72 MESH 40 TOP COVER
EXISTING BITUMEN SURFACE
{
BROOM FINISH 2/Y 12 LONG'T. LAP 450
ON
Nt EDGE 10 BOTTOM
OF ROADBASE GRAVEL
CROSSOVER TO EXISTING
BITUMEN SURF
ACE DETAILS
F72 MIN FABRIC.
GRATED DRAIN.
TRAFFICABLE GRATE.
F72 MESH
40 TOP COVER.
FALL TO OUVLET.
PETER RIENECKER - RPEQ 2088
RIENMAC PTY LTD
ABN, 52 010 666 430
CONSULTING
STRUCTURAL
SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,
137 BRISBANE ROAD,
(PO BOX 149)
AC 10 666 430
CIVIL &
ENGINEERS
Email;- info@rienmac,net
Web:- www-rienmac.net
MOOLOOLABA QLD 4557
P- (07) 5349 0762|
CLIENT:
RA & GG BR
PROJECT:
OADHURST
PROPOSED RESIDENCE
32 PLOVER STREET
PEREGIAN BEACH QLD 4573
Ss = REAL PROPERTY DESCRIPTION & COUNCIL:
” Lot 9 P 9313
NOOSA SHIRE COUNCIL
* * * DRAWING TITLE:
DETAILS
300 200
Designed: PLR Drawn: TP
N12@300. LAP 400 WITH SLAB MESH.
N12 LONGITUDINAL BARS AS SHOWN. LAP 500 SCALES: 1:20
ERE REQUIRED. :
GR AT F 0 D R A IN DE T | A l S Engineer: PLR|DATE: 16 MAR 21
rite Person ton Rone Colin nee JOB NUMBER | DWG No. | ISSUE
| DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 4 OF 4 — |CHECKED: PLR