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Avocet Pde OPW - App A Civil · OPW20/0092
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
PAVEMENT DESIGN - AVOCET PARADE
ESA's OF 1.5 x 10 5 (URBAN LOCAL)
35mm
KERB AND CHANNEL LINE OF
600 300
ASPHALT TYPE DG10 MINIMUM COMPACTED SAWCUT SL92 MESH
DEPTH 35mm ON HOT BITUMEN PRIME TYPICAL. (50 TOP COVER)
PRE-SEAL INSPECTION AC
125mm#
BASE COURSE
150
BASE COURSE: UNBOUND PAVEMENT TYPE 2.1. (CBR 80)
SUB BASE COURSE
MIN. COMPACTED THICKNESS: 125mm. MIN.
DESIGN DEPTH#
COMPACTION: 98% MMDD. LOWER SUB BASE COURSE
220mm#
SUB BASE COURSE: UNBOUND PAVEMENT TYPE 2.3. (CBR 45) 150 150
DPM; ON 30mm SAND
MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION: BEDDING; ON 125mm
95% MMDD. SUBSOIL DRAIN SUB-BASE MATERIAL CLASS
(PROV.)
150mm
2.3 QLD DEPT TRANSPORT
STANDARD SPECIFICATION
LOWER SUB BASE COURSE: UNBOUND PAVEMENT
TYPE 2.5. (CBR 15) SUBGRADE INSPECTION NEW PAVEMENT TO EXISTING PAVEMENT JOINT
THICKNESS AS INSTRUCTED. MIN. COMPACTION: NOTE: REFER TO PAVEMENT PROFILE FOR LAYER THICKNESS CONCRETE PAVEMENT
95% MMDD. (PROVISIONAL) SCALE 1:20 1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
NATURAL SUBGRADE MIN. 95% RDD FOR FILL PLACED TO
WITHIN 300mm OF LEVEL AND 100% MDD FOR THE TOP
300mm BELOW THE FINISHED SUBGRADE LEVEL.
MMDD - MODIFIED MAXIMUM DRY DENSITY
MDD - STANDARD MAXIMUM DRY DENSITY INSTALL 200mm WIDE ACO DRAIN AND
# MIN. DEPTH TO BE DETERMINED BY THE ENGINEER FRAME WITH HEAVY DUTY HEELSAFE
GRATES (T44 LOADING). PROVIDE 0.5%
AFTER TESTING OF THE INSITU SUB-GRADE AND MINUMUM GRADE TO INLINE PITS
APPROVED BY THE LOCAL AUTHORITY.
*PRELIMINARY PAVEMENT DESIGN BASED ON
N12-300
ASSUMED SUBGRADE CBR OF 5.
NOTE:
1. ALL PAVEMENT WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL
AUTHORITY GUIDELINES AND SPECIFICATIONS. 7N12
2. TOPSOIL IS TO BE REMOVED, STOCKPILED, AND REUSED TO COVER ALL
DISTURBED EARTHWORKS TO A MINIMUM COMPACTED DEPTH OF 75mm. AND
GRASSED.
3. SUBSOIL DRAINS ARE TO BE INSTALLED UNDER ALL KERB AND
CHANNEL/KERB UNLESS OTHERWISE DIRECTED BY THE ENGINEER. DPM; ON 30mm SAND BEDDING;
150
ON 125mm SUB-BASE MATERIAL
CLASS 2.3 QLD DEPT TRANSPORT
STANDARD SPECIFICATION
300 300 250
TRENCH GRATE DETAIL (TG)
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
25 DEEP SAW CUT JOINT TO BE STOP TOP LAYER OF MESH
10mm FULL DEPTH COMPRESSIBLE 1 N12 TRIMMER EACH SIDE SL92 MESH (50 PROVIDE 1 N12 PERIMETER
CREATED WITHIN 8 HOURS OF EACH SIDE OF JOINT (50
MATERIAL WITH A 20x10 SEALANT PARCHEM OF JOINT TIED UNDER TOP COVER) AND CORNER BARS. STOP
POUR. SEAL JOINT WITH COLOUR COVER TO JOINT)
'ROADSEAL' OR APPROVED EQUIVALENT MESH OVER DOWELS REINFORCEMENT WITH
MATCHED APPROVED SEALANT. SL92 MESH (50 TOP COVER) 50mm COVER.
SL92 MESH (50
TOP COVER)
150
150
150
250
300
DPM; ON 30mm SAND BEDDING; ADDITIONAL LOWER LAYER OF
R16-400 H.D.G. DOWEL DPM; ON 30mm SAND DPM; ON 30mm SAND BEDDING;
ON 125mm SUB-BASE MATERIAL SL92 MESH, 800 WIDE. CUT 1
BARS, 400 LONG, IN BEDDING; ON 125mm ON 125mm SUB-BASE MATERIAL
CLASS 2.3 QLD DEPT TRANSPORT EVERY ALTERNATE WIRE AT
DANLEY 'DOWEL MASTER' SUB-BASE MATERIAL CLASS CLASS 2.3 QLD DEPT TRANSPORT 2
STANDARD SPECIFICATION JOINT LOCATION. MARK 250 250 300
SLEEVES ON BAR CHAIRS 2.3 QLD DEPT TRANSPORT STANDARD SPECIFICATION
LOCATION ON FORMWORK.
N12 SPACER BARS TIED STANDARD SPECIFICATION
BETWEEN MESH 0 0.4 0.8 1.2m
CONTROL JOINT (SJ) EXPANSION JOINT (EJ) SLAB THICKENING (ET) Scale 1:20 @A1
1:20 UNREDUCED AT A3 1:20 UNREDUCED AT A3
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1 1:10 UNREDUCED AT A1
1:10 UNREDUCED AT A1
0 1 2 3m
Scale 1:50 @A1
Scale 1:100 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. B.D.
copyright in accordance with the SKYLINE SURVEYORS RG STRATEGIC Designed Verified
38 AVOCET PARADE PAVEMENT DESIGN AND AS SHOWN A1
agreement between Tod SUITE 11C
Consulting pty ltd (tc) and tc's
client. This drawing shall only be BRIGHTWATER CORPORATE M.K.P. B.D. PEREGIAN BEACH TYPICAL DETAILS Drawing Number
used for this specific project. CENTRE Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
20538 - C06
Noosa: 07 5449 9600
This drawing shall not be used B 22.05.20 ISSUED FOR OPW APPROVAL M.K.P. 69 ATTENUATA DRIVE Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
PSM: 44279 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Signed Date MCU APPROVAL:
A 21.05.20 ISSUED FOR CLIENT COMMENT M.K.P. MOUNTAIN CREEK, QLD 4557 PO Box 61, Noosaville, QLD 4566 VERT DATUM: AHD
'issued for construction' in the
revision description. Rev Date Revision Description Drawn PH. 07 5493 4877
[email protected] www.todconsulting.com
ABN 39 128 805 336 22.05.20
ROL APPROVAL: 51901.4274.02
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
6 of 11 B
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