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Compiled Approved Plans & Documents OPW18-0341 .01pdf
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Plans and drawings
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Log in to see the plans as drawn SETOUT POINT FENCE BY OTHERS SETOUT POINT FENCE BY OTHERS
313
MAX STEP
(WHERE REQ'D) (WHERE REQ'D)
238 200 238 200
750
MAX HEIGHT 1.8M MAX HEIGHT 1.8M
FSL FSL
CAPPING BLOCK CAPPING BLOCK
PAIRS OF N12-200 'Z'-BARS.
50 COVER, 300 COG TOP & BTM.
PROVIDE 12mm NYLEX 'CORDRAIN' DRAINAGE PROVIDE 12mm NYLEX 'CORDRAIN' DRAINAGE
313
WALL VERTICAL BARS. SYSTEM OR EQUIVALENT TO WALL WALL VERTICAL BARS. SYSTEM OR EQUIVALENT TO WALL
65 COVER TO EARTH FACE 65 COVER TO EARTH FACE
APPLY BITUMINOUS PAINT APPLY BITUMINOUS PAINT
TO BACK FACE OF WALL TO BACK FACE OF WALL
HEIGHT 'H1'
HEIGHT 'H1'
N12-400 HORIZONTAL N12-400 HORIZONTAL
PROVIDE N12 SPLICE
BARS AT CORNERS.
200 SERIES BLOCKWORK.
CONCRETE FILL ALL
PROVIDE N12 SPLICE
BARS AT CORNERS.
200 SERIES BLOCKWORK.
CONCRETE FILL ALL CORES
TYPICAL FOOTING STEP DETAIL
400 LEG EACH END.
400 LAPS WHERE REQ'D
CORES 400 LEG EACH END.
400 LAPS WHERE REQ'D PROVIDE CLEANOUT
FOR RETAINING WALL 2A
OPENINGS TO BASE OF WALL SCALE 1:20
625 LAP
625 LAP
SL82 MESH PROVIDE 200x50 NYLEX 'STRIPDRAIN' DRAINAGE
40 TOP COVER PROVIDE 200x50 NYLEX 'STRIPDRAIN' DRAINAGE SYSTEM TO BASE OF WALL AND
FSL FSL
SYSTEM TO BASE OF WALL AND DISCHARGE CLEAR OF STRUCTURE
MIN
MIN
250
250
DISCHARGE CLEAR OF STRUCTURE OUTLETS TO BE PROVIDED AT 30m CRS MAX U.N.O 20.09 & 20.10 SERIES BLOCKS WHERE
OUTLETS TO BE PROVIDED AT 30m CRS MAX U.N.O N12
10 WIDE COMPRESSIBLE JOINT FILLER PRACTICAL. OTHERWISE USE STD. 20.01
150
313
313
300
WALL STARTER BARS WALL STARTER BARS WITH APPROVED FLEXIBLE SEALANT BLOCKS WITH R16 x 600 GALV DOWEL
50 BTM COVER 50 BTM COVER SL82 MESH BARS AT EACH HORIZ. BAR LOCATION.
65 COVER TO EARTH FACE 65 COVER TO EARTH FACE 40 TOP COVER
SHEAR KEY N12-200. SHEAR KEY N12-200. 400
LAP 'L' LAP 'L'
DEPTH 'D' 400 RANDOM LAPS N12-200 DEPTH 'D' N12-200 WHEN RANDOM LAPS
63
WHEN 'D' EXCEEDS 100 'D' EXCEEDS 100
FOOTING BOTTOM
63 N12-200 'L' BARS N12-200 'L' BARS 63
BARS 50 COVER
63
BLOCKWORK REINF. AS DETAILED BITUMINOUS PAINT
313 N12 313 (DISCONTINUOUS AT JOINT)
BASE WIDTH 'B' BASE WIDTH 'B'
2/N12
6mm F.C COVER STRIP
FOOTING BOTTOM BARS
50 COVER
BCJ DETAIL FOR ALL CORE
BLOCKWORK RETAINING WALL DETAIL BLOCKWORK RETAINING WALL DETAIL FILLED BLOCKWALLS
- TYPE 2A (WALLS UP TO 1.6M HIGH) - TYPE 2B (WALLS UP TO 1.6M HIGH) SCALE 1:20
SCALE 1:20 ON A1 SHEET SCALE 1:20 ON A1 SHEET
RETAINING WALL SCHEDULE FOR TYPE 2A
MINIMUM DESIGN REQUIREMENTS
WALL HEIGHT 'H1' HEIGHT 'H2' BASE WIDTH 'B' SHEAR 'KEY' WALL LAP WALL FOOTING MINIMUM - SURCHARGE LOADING ON BACKFILL : 5KPa
TYPE (mm) 300 SERIES (mm) (mm) DEPTH 'D' (mm) STARTER BARS 'L' VERTICAL BARS BTM BARS SABP (kPa) - POST AND FOOTING DESIGN TO ALLOW
2A/2B 1200 - 1400 - N16-400 300 N12-400 N12-200 100 FOR 1.8m HIGH FENCE
2A/2B 1400 - 1500 300 N16-400 300 N12-400 N12-200 100 - MAX 1V:4H SLOPE BEHIND WALL
2A/2B 1600 - 1650 300 N20-400 500 N16-400 N12-200 100
NOTES:
1. RETAINING WALLS TO BE CONSTRUCTED TO
MANUFACTURERS SPECIFICATIONS.
2. CONTRACTOR TO PROVIDE STRUCTURAL
CERTIFICATION FOR RETAINING WALLS
BLOCK RETAINING WALL NOTES DESIGN AND CONSTRUCTION.
1. DESIGN ASSUMPTIONS. 3. POST AND FOOTING DESIGN TO
- MAXIMUM SURCHARGE LOADING ON BACKFILL: 5kPa ACCOMODATE APPROVED 1.80m SAFETY
- MAXIMUM BACKFILL SLOPE BEHIND & IN FRONT OF WALLS: 1 IN 25 FENCE TO ALL WALLS HIGHER THAN 1.0m.
- MAXIMUM FENCE HEIGHT: 1.8M
4. FOOTINGS ADJACENT SERVICES ARE TO
- WIND DESIGN CRITERIA REGION B, IMPORTANCE FACTOR 2,
TERRAIN CATEGORY 2.5 EXTEND BELOW THE ZONE OF INFLUENCE.
5. POST AND FOOTING TO BE CONSTRUCTED
2. REFER SCHEDULE FOR MINIMUM SAFE ALLOWABLE 1.0m EITHER SIDE OF THE SEWER MAIN
BEARING PRESSURE (SABP) TO U/S OF FOOTING. WHERE APPLICABLE.
ENGAGE A GEOTECHNICAL ENGINEER TO VERIFY
BEARING PRESSURE CAN BE ACHIEVED
3. CONCRETE SHALL BE GRADE N25
4. BLOCKS SHALL BE GRADE 15
5. MORTAR SHALL BE CLASS M3 TO AS3700 WITH
MIX PROPORTIONS 1 : 1 : 6 (CEMENT : LIME : SAND) NOTE
USE EFFLORESCENCE INHIBITOR
LEVELS SHOWN TOE OF WALL ARE GROUND LEVEL AT
6. FILL ALL CORES WITH 20MPa GROUT WITH A THE TOE OF WALL. CONTRACTOR WILL NEED TO
FLOWABLE CONSISTENCY & A MINIMUM CEMENT PLACE THE FIRST SLEEPER BELOW THIS LEVEL TO
CONTENT OF 300kg PER CUBIC METRE
- ACHIEVE THE CORRECT FINISHED LEVEL AT THE TOP
7. PROVIDE BLOCKWORK CONTROL JOINTS AT MAX. OF WALL. COORDINATES SHOWN ARE ON THE PROPERTY
8m CRS U.N.O NOOSA COUNCIL BOUNDARY. CONTRACTOR TO OFFSET AS NECESSARY TO
8. TOLERANCE ON POSITION OF VERTICAL BARS IN APPROVED PLAN MAINTAIN THE WALL ON THE CORRECT ALIGNMENT
WALL IS ± 5 mm
OPW18/0341 22 MAY 2020
FILE: 5001-109.dwg DATE: 13-12-2018 USER: NICK VENESS
XREFS: X-18-001942-TITLE, X-18-001942-5001-BASE, X-18-001942-SURVEY, X-18-001942-5001-TREES
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB NV SD SP
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH RETAINING WALL
A CR NV SP SP 08.04.20 BASIN AMENDMENTS Birtinya QLD Australia 4575
A
M B NOT FOR CONSTRUCTION 0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6
Telephone 07 5314 2520
Facsimile 07 5314 2522
RETIREMENT LIVING & TYPICAL DETAILS
E
C
N
D
M D
APPROVED SCALE 1:20 (A1) SCALE 1:40 (A3) AGED CARE
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 08.04.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 5001-109 A
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