Council archive · source document
Appendix 3- Engineering Drawings · MCU17/0027
Attached to the e-mail Engineering plans, Landscape Plan and Response to Code (Email 2 of 2) MCU17/0027 & OPW17/0119.
SELECTED DRAIN (CONCRETE
SPOON OR GRATED CHANNEL) RW2 FOOTING AS DETAILED.
CAPPING BLOCK OR DOMED SELECTED DRAIN (CONCRETE
CORE FILL (TYPICAL) SPOON OR GRATED CHANNEL)
CAPPING BLOCK OR DOMED
CORE FILL (TYPICAL)
1200Ht - 200 SERIES
N12 @ 400CRS HORIZ.
FILL
400
10mm ABLEFLEX.
N12 @ 400 CRS, EACH WAY.
SELECTED WATERPROOFING N16 @ 400 CRS VERT.
TANKING WITH COREFLUTE.
N12 @ 400CRS HORIZ.
THICKEN FOOTING
2/Ø90 AGG. PIPES 1:100 MIN EDGE 300W TO BEAR
FALL DISCHARGE CLEAR OF ONTO 300 SERIES
55 COVER WALL. MASONRY AS SHOWN. SELECTED FREE SELECTED DRAIN (CONCRETE
N16 @ 400CRS HORIZ.
DRAINING BACKFILL. SPOON OR GRATED CHANNEL)
800Ht - 300 SERIES
1600Ht MAX.
800 - 300 SERIES
SELECTED
WATERPROOFING CAPPING BLOCK OR DOMED
TANKING WITH CORE FILL (TYPICAL)
COREFLUTE.
FILL
400
2800Ht - 300 SERIES
'C' BLOCKS.
300
N12 @ 400CRS HORIZ.
SELECTED
1800Ht - 200 SERIES
THICKEN FOOTING WATERPROOFING
3-N16 100 OVER PIERS, EDGE 300W TO BEAR TANKING WITH
50 TOP COVER. 1400 ONTO 300 SERIES COREFLUTE.
MASONRY AS SHOWN GRAVEL BACK FILL. N20 STARTERS @
RW2 OPPOSITE, WHERE 400CRS, 1600 LAPS.
N20 BAR, 450 LONG. APPLICABLE. N16 @ 400CRS HORIZ.
N12 @ 400 CRS EACH N12 @ 400CRS, VERTICAL.
WAY TOP & BOTTOM,
A14 GEOTEXTILE GRAVEL BACK FILL.
50 COVER. (TYPICAL)
FABRIC.
N16 STARTER BARS @ 55 COVER 55 COVER
2/Ø90 AGG. PIPES 1:100 MIN 2/Ø90 AGG. PIPES 1:100 MIN
200CRS, 800 MIN LAP.
FALL DISCHARGE CLEAR OF FALL DISCHARGE CLEAR OF
WALL. A14 GEOTEXTILE WALL.
10T SWL SCREW PIER @ 2400CRS. FABRIC.
FOUND BELOW BASE OF BOTTOM
'C' BLOCKS. 'C' BLOCKS.
TERRACES. CONTRACTOR TO CONFIRM
CAPACITY & FOUNDING DEPTH.
RW2 - RETAINING WALL DETAIL 300
N16 STARTER BARS @
200CRS, 800 MIN LAP.
SCALE 1:20
2400
RW1 N16 @ 400 CRS EACH
WAY TOP & BOTTOM,
50 COVER. (TYPICAL)
RW1 - RETAINING WALL DETAIL
SCALE 1:20
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED RETAINING WALLS 1537
1 24.03.17 APPROVAL ISSUE NN PB NO.27-29 GRANT STREET, NOOSA
DATUM AHD SHEET: OF
DESIGN DK
0 0.2 0.4 0.6 0.8 1.0m ................. G & M ROBERTSON 2 5
DANIEL KENNA DRAWING TITLE: DRAWING NUMBER REV
DRAWN NN
SCALE 1:20 A3 (RPEQ 15522) RETAINING WALLS SECTION DETAILS
DESIGN CHECK DK
DRAWING STATUS
p 07 5443 8285 ST02 1
e [email protected] w www.barlowshelley.com.au
DATE MAR 2017
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
SHEET 1 OF 3
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Appendix 3- Engineering Drawings.pdfRelated documentApplication case desk ↗
About this file
- File size
- 2.2 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.