Original source · versioned page text
19630-STRUCTURAL Drawings 15.06.21
Attached to the e-mail Operational Works Application OPW21/0189 - DA Form 1 Application Driveway crossovers & Stormwater Discharge connection 13-15 Hilton Esplanade Tewantin.
Original PDF page 4, section 2. The text section number identifies this passage in the reader.
P3
P3
P3
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
SB2
SB2
DENOTES 125 THICK 40MPa
SB2
E E SLAB WITH SL82 MESH TOP,
INTO MAIN FLOOR SLAB.
AND EPOXY GROUT 150
R16-400 DOWEL BARS,
HDG, 450 LONG, DRILL
40 COVER OVER 225 DEEP
50 STEP
NOTE: SB3
WAFFLE PODS. OVERALL
SB2
NEW DRIVEWAY 150 THICKNESS 350mm
SB2
CJ1
CROSSOVERS IN
ACCORDANCE WITH IPWEAQ FALL
STANDARD DRAWING RS-050. 150
REFER CIVIL ENGINEERING DENOTES 125 MAX.-100
DRAWING C101 FOR SB2
F F MIN.THICK 40MPa SLAB
LONGITUDINAL SECTIONS.
SB2 WITH SL82 MESH TOP, 50
COVER OVER 175 DEEP
125 DENOTES 125mm THICK CONCRETE SLAB ON GROUND WAFFLE PODS.
1A 2B REINFORCED WITH SL82 MESH TOP - 40mm COVER. 1A 2B
TYPICAL U.N.O. CONSTRUCTED ON A COMPACTED DENOTES H5 TREATED HARDWOOD TIMBER PILES
GRANULAR BASE AS PER GENERAL NOTES. TO PILING CONTRACTORS SPECIFICATIONS. 25
EXTERNAL WORKS SLAB MAIN GROUND FLOOR TONNE S.W.L. 150 MIN. DIAMETER. PILING
150 DENOTES 150mm THICK CONCRETE SLAB ON GROUND CONTRACTORS DESIGN ENGINEER IS TO ALLOW
2 N12 TRIMMER BARS, 1000 PLAN REINFORCED WITH SL82 MESH TOP AND BOTTOM - 40mm
SLAB PLAN FOR DRAW DOWN FRICTION OF UNDERLYING
LONG, TIED UNDER TOP MESH. 1:200 UNREDUCED AT A3 COVER. TYPICAL U.N.O. CONSTRUCTED ON A COMPACTED 1:200 UNREDUCED AT A3 CLAYS. REFER TO SOILS REPORT. ALLOW TO
1:100 UNREDUCED AT A1 1:100 UNREDUCED AT A1
GRANULAR BASE AS PER GENERAL NOTES. PRE-DRILL THROUGH COMPACTED FILL.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A VENESS H GRAY
copyright in accordance with the P & R TAYLOR Designed Verified
PROPOSED NEW RESIDENCE GROUND FLOOR PLAN AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
S PRYSTUPA H GRAY 13-15 HILTON ESPLANADE TEWANTIN AND DETAILS Drawing Number
D 15.06.21 REVISED TO SUIT ARCH CHANGES AV
used for this specific project.
C 10.03.21 REVISED TO SUIT ARCH CHANGES AV
Approved
S PRYSTUPA
RPEQ No
1137
RDP 19630-S04
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 4.03.21 ISSUED FOR TENDER AV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 11.02.21 PRELIMINARY ISSUE AV
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
15.06.21
ROL APPROVAL
OPW APPROVAL
VERT DATUM
RL MEASUREMENT BAR - INCREMENTS IN mm
4 of 12 D
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
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.