Original source · versioned page text
BBNE00529_0002_0001-REP-001-1-73 Eumundi-Noosa Rd SMP
Very large file (14.1 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Original PDF page 38, section 1. The text section number identifies this passage in the reader.
IK KERB TO
REAR OF PIT
PROVIDE 2 N16 TRIMMER BARS EACH
SIDE OF ALL STORMWATER PITS TIED
SL82 MESH
(50 TOP COVER) TO UNDERSIDE OF MESH
GRATE
175
STORMWATER PIT DETAIL (FI3/3 AND FI6/3)
SCALE 1:100
DPM; ON 30mm SAND
BEDDING; ON 125mm
SUB-BASE MATERIAL CLASS
2.3 QLD DEPT TRANSPORT
STANDARD SPECIFICATION
IK KERB
GRATE
0.15
CONCRETE PAVEMENT SURFACE
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1 STORMWATER PIT PENETRATIONS
SCALE 1:10
INSTALL 200mm WIDE ACO DRAIN AND
STORMWATER PIT SECTION (FI3/3 AND FI6/3) FRAME WITH HEAVY DUTY HEELSAFE
GRATES (T44 LOADING). PROVIDE 0.5%
SCALE 1:100 MINUMUM GRADE TO INLINE PITS
PROVIDE 1 N12
40 110 CONTINUOUS BAR.
SL82 MESH (50 N12 'L' BARS LAP AS REQUIRED N12-300
TOP COVER) AT 400 CTRS
500 LEGS TYP. GARAGE FLOOR SLAB
150
PROVIDE 1 N12 TRIMMER TIED UNDER 10mm FULL DEPTH COMPRESSIBLE
MESH OVER DOWELS. STOP MATERIAL WITH A 20x10 SEALANT
175
7N12
REINFORCEMENT WITH 50mm COVER. PARCHEM 'ROADSEAL' OR
APPROVED EQUIVALENT
SL82 MESH (50 TOP COVER)
EXISTING SLAB
175
150
DPM; ON 125mm SUB-BASE PROVIDE 1 N12 PERIMETER
MATERIAL CLASS 2.3 QLD DEPT AND CORNER BARS. STOP
TRANSPORT STANDARD REINFORCEMENT WITH
SPECIFICATION. (PROVISIONAL) 50mm COVER.
DPM; ON 30mm SAND R16-400 H.D. GALV DOWEL BARS, 350 DPM; ON 30mm SAND BEDDING;
BEDDING; ON 125mm LONG. DRILL AND EPOXY GROUT 150
INTEGRAL KERB (IK) SUB-BASE MATERIAL CLASS INTO EXISTING SLAB. PROVIDE
ON 125mm SUB-BASE MATERIAL
CLASS 2.3 QLD DEPT TRANSPORT
200 300 250
1:20 UNREDUCED AT A3 2.3 QLD DEPT TRANSPORT 250 DANLEY 'DOWEL MASTER' SLEEVES STANDARD SPECIFICATION
1:10 UNREDUCED AT A1 STANDARD SPECIFICATION
TRENCH GRATE DETAIL (TG)
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
EXPANSION JOINT EJ2
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
10mm FULL DEPTH COMPRESSIBLE 1 N12 TRIMMER EACH SIDE 25 DEEP SAW CUT JOINT TO BE STOP TOP LAYER OF MESH SL82 MESH (50 PROVIDE 1 N12 PERIMETER
MATERIAL WITH A 20x10 SEALANT PARCHEM OF JOINT TIED UNDER CREATED WITHIN 8 HOURS OF EACH SIDE OF JOINT (50 TOP COVER) AND CORNER BARS. STOP
'ROADSEAL' OR APPROVED EQUIVALENT MESH OVER DOWELS POUR. SEAL JOINT WITH COLOUR COVER TO JOINT) REINFORCEMENT WITH
MATCHED APPROVED SEALANT. SL82 MESH (50 TOP COVER) 50mm COVER.
SL82 MESH (50
TOP COVER)
175
175
175
300
R16-400 H.D.G. DOWEL DPM; ON 30mm SAND DPM; ON 30mm SAND BEDDING; ADDITIONAL LOWER LAYER OF DPM; ON 30mm SAND BEDDING;
0 0.2 0.4 0.6m
BARS, 400 LONG, IN BEDDING; ON 125mm ON 125mm SUB-BASE MATERIAL SL82 MESH, 800 WIDE. CUT ON 125mm SUB-BASE MATERIAL 1
DANLEY 'DOWEL MASTER' SUB-BASE MATERIAL CLASS CLASS 2.3 QLD DEPT TRANSPORT EVERY ALTERNATE WIRE AT CLASS 2.3 QLD DEPT TRANSPORT 2
250 250 300 Scale 1:10 @A1
SLEEVES ON BAR CHAIRS 2.3 QLD DEPT TRANSPORT STANDARD SPECIFICATION JOINT LOCATION. MARK STANDARD SPECIFICATION
STANDARD SPECIFICATION LOCATION ON FORMWORK. Scale 1:20 @A3
N12 SPACER BARS TIED
BETWEEN MESH
0 0.4 0.8 1.2m
EXPANSION JOINT (EJ) CONTROL JOINT (SJ) 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
M.K.P. D.R.
This drawing is subject to
copyright in accordance with DEVTEX NOMINEES 73-77 EUMUNDI-NOOSA ROAD PAVEMENT TYPICAL DETAILS AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's PTY LTD M.K.P. D.R. NOOSAVILLE, QLD 4566 Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOTS 1, 2 3, 48, 49 AND 50 ON SP298783 24572-C032
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL HORIZ DATUM MGA DERIVED 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 23.01.25 ISSUED FOR APPROVAL MKP ROL APPROVAL VERT DATUM RL.13.595 AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 23.01.25 OPW APPROVAL RL DATUM PSM 53205 MEASUREMENT BAR - INCREMENTS IN mm 11 OF 23 A
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.