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Approved Plan OPW17-0051 · OPW17/0051
Plans and drawings: the text below has words only, no drawings.
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NOOSA COUNCIL
APPROVED PLAN
OPW17/0051 14 JUL 2017
Terraced Garden wall
to transition back to
RW1 RW1 existing ground levels
RW1
Notes:
RW1 : Block retaining wall
(refer details)
ARCHITECT: CLIENT: PROJECT: DRAWING TITLE:
7297
STRUCTURAL DESIGN JOB No.
41 SEAVIEW TERRACE,
A JAN 2017 SUNSHINE BEACH SK1 A
REVISION DESCRIPTION DATE
C DWG. No. AMMT.
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NOOSA COUNCIL
APPROVED PLAN
OPW17/0051 14 JUL 2017 PATHWAY NOT PART OF
APPROVAL
ARCHITECT: CLIENT: PROJECT: DRAWING TITLE:
7297
David Rutter STRUCTURAL DESIGN JOB No.
41 SEAVIEW TERRACE,
A ISSUED FOR CONSTRUCTION JAN 2017 SUNSHINE BEACH SK2 A
REVISION DESCRIPTION DATE
C DWG. No. AMMT.
Page 3
1:4 MAX. SLOPE 1:4 MAX. SLOPE 1:4 MAX. SLOPE
L. L. L.
F.G. F.G. F.G.
200 SERIES 'H' BLOCKS BACKFILL WITH CLEAN 200 SERIES 'H' BLOCKS BACKFILL WITH CLEAN
(CLEANOUT BLOCKS TO BTM UNCOMPACTED 10mm Ø (CLEANOUT BLOCKS TO BTM BACKFILL WITH CLEAN UNCOMPACTED 10mm Ø
COURSE) N12-400 CRS
200 SERIES
UNCOMPACTED 10mm Ø
1800 (MAX)
COURSE) GRAVEL (200 WIDE MIN) GRAVEL (200 WIDE MIN)
GRAVEL (200 WIDE MIN) (HORIZ)
N12-400 CRS N12-400 CRS
H
H
'F' BARS 'F' BARS N16-400 CRS
TANKING TO ARCH.
TANKING TO ARCH. TANKING TO ARCH. (VERT)
SPECIFICATION
SPECIFICATION SPECIFICATION
LAP LENGTH
LAP LENGTH
H
55 COVER 55 COVER
SL72 FABRIC SL72 FABRIC TO REINF
TO REINF 55 COVER
TO REINF
300 SERIES
1000 (MIN)
100 Ø AGG DRAIN IN 100 Ø AGG DRAIN IN
250
250
GEOFABRIC SOCK WITH 1 GEOFABRIC SOCK WITH 1 CLEANOUT BLOCKS
in 100 FALL TO OUTLET in 100 FALL TO OUTLET TO BTM COURSE
300
MATERIAL OF ALLOWABLE 'F' BARS
'F' BARS SL72 FABRIC
BEARING CAPACITY N12-400 CRS
N12-300CRS N12-300 CRS 100 Ø AGG DRAIN IN
B 1-N12 GEOFABRIC SOCK
300 WITH 1 in 100 FALL
300
TO OUTLET
B
300
N16-400CRS
'F' BARS N16-400 CRS
1-N12
300
BLOCK RETAINING WALL - RW1 (0-1200) MATERIAL OF ALLOWABLE
BEARING CAPACITY
B
WALL HEIGHT BASE WIDTH 'F' BARS
"H" (mm) "B" (mm) BLOCK RETAINING WALL - RW1 (1201-2000)
0-800 800 N12-400 CRS BLOCK RETAINING WALL - RW1 (2001-3000)
801-1200 1200 N12-400 CRS
WALL HEIGHT BASE WIDTH 'F' BARS
"H" (mm) "B" (mm) WALL HEIGHT BASE WIDTH 'F' BARS
1201-1600 1600 N16-400 CRS "H" (mm) "B" (mm)
RETAINING WALL NOTES 1601-1800 1800 N16-400 CRS 2001-2600 2600 N20-400 CRS
1. ALL BLOCKWORK TO BE AS PER SCHEDULE 1801-2000 2000 N16-200 CRS 2601-3000 3000 N16-200 CRS
2. WALL SHAPE SCHEMATIC ONLY. WALL IS TO
GENERALLY FOLLOW THE EXTREME OUTLINE OF THE
BUILDING. (CONTACT ENGINEER IF UNSURE)
3. CORES AND COURSES TO BE FILLED IN 2400mm MAXIMUM
VERTICAL RISES.
EARTHFACE
4. REFER TO ARCH. DRAWINGS FOR FIRE DETAILING AND N12-300 'Z' BARS
REQUIREMENTS. RETAINING WALL 500 COG (MIN)
5. ALL CONCRETE COVER TO REINF TO BE 55mm (MIN). FOOTING
GALVANISED
6. WALL NOT TO BE BACKFILLED UNTIL BLOCK COREFILL AND
CORNER BARS AS PER
WALL LAP
LAP LENGTH
CONCRETE FOOTING ACHIEVE DESIGN STRENGTH UNLESS
BLOCK WALL HORIZ.
ADEQUATELY PROPPED.
REINF. SIZE AND CRS
7. WALL DESIGNED FOR MINIMUM BEARING CAPACITY OF 150kPa.
SCHEDULE
GAP
8. WHERE OTHER RETAINING WALLS HAVE OR ARE TO BE
12
CONSTRUCTED IN THE IMMEDIATE VICINITY OF THIS WALL THE LAP LENGTH
ENGINEER SHOULD BE CONTACTED IMMEDIATELY FOR A SIZE
U.N.O.
800 (MAX.)
REVISED DESIGN. RETAINING WALL
9. SLIP CIRCLE ANALYSIS IS NOT WITHIN THE SCOPE OF THIS FOOTING N12 500
REPORT. EXPERT ADVICE SHOULD BE SOUGHT IN AREAS APPROVED
PRONE TO SLIPPAGE. N16 650 MEMBRANE TO
10. 5Kpa MAX. OPTIONAL SURCHARGE ON SURFACE BEHIND LAP LENGTH EARTH FACE
RETAINING WALL. N20 800
N24 1000
600 (MIN)
APPLY SEALANTS AS SPECIFIED TO EACH FACE OF
BLOCK WALL COVER EATHFACE OF JOINT WITH
RETAINING WALL FOOTING STEP FIBREGLASS MEMBRANE AND TWO COATS OF
MULSEAL, AS APPLICABLE
APPROVED MEMBRANE
RETAINING BLOCKWORK
EARTHFACE
TO EARTH FACE ENSURE VERTICAL CONTROL JOINT - BCJ
REINFORCEMENT BAR
PLACED IN CORNER CORE AT 90 DEGREES CORNER
(SIZE TO MATCH WALL
REINFORCEMENT)
12 R16-400 DOWEL x 600 LONG
GAP GALV.. TAPE ONE END OF
DOWEL TO 25mm DIA. AND LAP LENGTH
GREASE
APPLY SEALANTS AS SPECIFIED TO EACH FACE OF -
BLOCK WALL COVER EATHFACE OF JOINT WITH CORNER 'L' BARS
FIBREGLASS MEMBRANE AND TWO COATS OF
MULSEAL, AS APPLICABLE
SIZE AND SPACING TO
MATCH HORIZONTAL WALL
REINFORCEMENT
CORNER 'L' BARS
NOOSA COUNCIL
SIZE AND SPACING TO MATCH
BLOCKWORK CONTROL JOINT - BCJ
RECOMMENDED EVERY 8.0m UNO
MIN LAP LENGTH EACH
END AS PER NOTES
HORIZONTAL WALL
REINFORCEMENT
MIN LAP LENGTH EACH END AS
APPROVED PLAN
OPW17/0051 14 JUL 2017
PER NOTES
CORNER DETAIL T JUNCTION DETAIL
TYPICAL WALL CORNER DETAILS
ARCHITECT: CLIENT: PROJECT: DRAWING TITLE:
STRUCTURAL DETAIL RETAINING WALL 7297
DETAILS JOB No.
RETAINING WALL DETAIL
Unit 5B/85 Hudson Road
41 SEAVIEW TERRACE,
A PRELIMINARY ISSUE 16/06/2017 SW SC
ABN 82 115 498 023
E-mail: [email protected]
Albion, QLD 4010
Phone: 3857 7868
Fax: 3262 7359 SUNSHINE BEACH APPROVED: RPEQ No. SCALE:
SK3 A
REVISION DESCRIPTION DATE DRAWN APPROVED
C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
1:20 @ A1, 1:40 @ A3 DWG. No. REVISION.
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