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Complied Approved Plans - MCU24 0125, OPW24 0158 & RAL24 0021(As Published) · MCU24/0125
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BARRIER/FENCE TO THE TOP OF RETAINING WALLS
WHERE HIGHER THAN 1.0m.
REFER RETAINING WALL NOTES 10, 11 & 12.
REFER ARCHITECT, CONTACT ENGINEER IF
FURTHER INPUT REQUIRED. 1000
FINISHED SURFACE (TOW)
STONE CLADDING AS PER
1000 MIN ARCHITECTS DETAILS
1100 MAX.
%%
N12 - 400 HORIZONTAL
(N12-200 TO LOWER 800)
AT 2000mm MAX. SPACING, PROVIDE 600 HIGH x 190 WIDE
60 FINISHED BLOCKWORK BUTTRESSES BETWEEN WALLS, WITH
STARTERS / VERTICAL BARS TO N12-400 CRS VERT & HORIZ, TYING WALLS AND
SURFACE
BE 60mm FROM SOIL FACE STRENGTHENING. ENSURE N12-400 CRS HORIZ HAVE 200
(BOW & TOW)
STONE CLADDING AS PER COG INTO EACH WALL.
ENSURE ARCHITECTS DETAILS
ADEQUATE
DRAINAGE 60
1200 MAX.
N12 - 400 HORIZONTAL
800
CLEAN OUT
$$ BLOCKS CLEAN OUT
BLOCKS STONE CLADDING TO CONCEAL
100 SL82 MESH WALL-FOOTING JOINT
300
300
FINISHED SURFACE (BOW) GROUND FLOOR FINISHED SURFACE
SL82 MESH
200
N12 - 300
SCABBLE
300
N16 - 400 CRS
N12 - 400 CRS
300
N12 - 400 CRS
N12 - 300
850 300 N12
2200
COMPACTED SUBGRADE WALL TO BE DESIGNED FOR TERRACE
WALL SURCHARGE AND CONSTRUCTED
PRIOR TO TERRACE WALL
ZONE OF INFLUENCE
GARAGE FINISHED SURFACE
APPROVED WATERPROOFING AND BANDAGE
30/20.10 CONTROL 30/20.09 CONTROL
JOINT BLOCK JOINT BLOCK
LEGEND
$$ DENOTES PROVIDE Ø100 AG PIPE SURROUNDED WITH 10mm BLUE METAL, WRAPPED IN GEOFABRIC (BIDIM A14).
PROVIDE AN OUTLET EACH SIDE THROUGH WALL WITH Ø80 DWV PIPE AS A WEEP HOLE WITH BIDIM A14 GEOFABRIC,
FIXED WITH STAINLESS STEEL HOSE CLAMPS. ENSURE COVER TO STEEL REINFORCEMENT IS MAINTAINED.
ELASTOMERIC SEALANT EACH SIDE CLADDING (WHERE REQUIRED)
OF JOINT. EXPRESS / REFLECT JOINT VERTICAL REINFORCEMENT EACH SIDE OF JOINT %% FREE DRAINING GRANULAR MATERIAL WRAPPED IN GEOFABRIC (BIDIM A14) AND PLACED IN EXCAVATION BEHIND WALL.
THROUGH ANY WALL CLADDING. R12-400 GALV DOWEL BARS (400 LONG) APPLY APPROVED BITUMINOUS WATERPROOFING MEMBRANE AND BANDAGE OVER COLD JOINT ONTO FOOTING.
GREASED ONE END ADD CORFLUTE MEMBRANE PROTECTION AS REQUIRED.
JOINTS TO BE PROVIDED AT 8000 MAXIMUM CENTRES
NOTES NOOSA COUNCIL
1. REFER DRAWING 24572-C023 FOR SPECIFICATION NOTES.
APPROVED PLAN
VERTICAL CONTROL JOINT 2. REFER TO THE ARCHITECT OR LANDSCAPE ARCHITECT FOR FINISHES AND WATER PROOFING. MCU24//0125, OPW24/0158
& RAL24/0021
4 SEP 2025
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 RETAINING WALL 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 SHEET 2 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-C024
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 30.04.25 OPW APPROVAL RL DATUM PSM 53205 MEASUREMENT BAR - INCREMENTS IN mm 8 OF 23 A
Document Set ID: 23725764
Version: 1, Version Date: 09/05/2025
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