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Earthworks proposal plan
Attached to the e-mail Operational Works Application OPW21/0213 - 21 Nannygai Street Noosaville (Lot 54 on RP76937).
Plans and drawings
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Log in to see the plans as drawn MANUFACTURED CGT1 MASONRY TIES AT GROUT FILLED CORES
'CONTROL JOINT' SEALANT AS 600 CRS. SUPPLIED BY
BLOCKWORK.) PER DETAIL. 'CERRA METAL WORKS'
OR APPROVED 10
SEALANT AS SEALANT AS PER DETAIL.
PER DETAIL. EQUIVALENT.
N16 HORIZONTAL
BAR TO TOP COURSE.
FC SHEET TO EARTH FC SHEET TO EARTH FC SHEET TO EARTH CGT1 MASONRY TIES AT 600
FACE or APPROVED FACE or APPROVED FACE or APPROVED CRS SUPPLIED BY 'CERRA
ALTERNATIVE. (TYP. ALTERNATIVE. (TYP. ALTERNATIVE. (TYP. METAL WORKS' OR APPROVED
1800 MAX. FENCE
FOR RETAINING WALLS) FOR RETAINING WALLS) FOR RETAINING WALLS) EQUIVALENT
BLOCKWALL BLOCKWALL ARTICULATION JOINT
CONTROL JOINT DETAIL ARTICULATION DETAIL 90 DEG. CORNER DETAIL 200 SERIES MASONRY BLOCKWORK
SCALE 1:20 SCALE 1:20 SCALE 1:20
WALERS D ('H' BLOCKS) CORE FILL
(ABUTING AT POSTS) CATCH OPE N12 HORIZONTAL
CONTROL JOINT TO BE VERTICAL FOR FULL HEIGHT OF WALL, APPLY DRAIN F.S.L. MAX 1:4 SL BARS AT 400 CRS. COMPACTED
SEALANTS AS SPECIFIED TO EACH FACE OF THE BLOCK WALL. SITE CLAY
N16 VERTICAL BARS AT PE
400 CENTRES - LOCATE MAX. SinL4O GEOFABRIC
HEIGHT VARIES
CENTRALLY. LAP 700 MIN. SPOON 1
SEALANT INSTALLED AS
1000 MAX.
100mm TOPSOIL DRAIN
PER MANUFACTURES POST
ALIGNMENT
PROPERTY
SPECIFICATION. WATERPROOF
RETAINING
CONSOLIDATED MEMBRANE
800 MAX.
10mm
BRUSH ON PRIMER FREE DRAINING
(EACH FACE) 1 TO 8 GRANULAR FILL SELECTED GRANULAR
H
HOURS BEFORE MIN 1:10 BACKFILL, NO COMPACTION
INSERTING SEALANT. BATTER SUITABLE OTHER THAN HAND HELD
GEOTEXTILE CLEAN-OUT BLOCK EQUIPMENT IN THIS ZONE
OPEN CELL POLYURETHANE F.S.L.
FOAM BACKING ROD. EXCAVATION GEOFABRIC
SLOPE 1:1 100Ø AG. DRAIN,
TYP' SEALANT DETAILS DRAINAGE PIPE
200 mm ROUNDED
10 mm GRAVEL
F.S.L.
600
SCALE 1:5
N16 BARS AT 800 CRS. SURROUND,
3-L11TM TOP & BOTTOM CENTRALLY. LAP 700 MIN. MIN. FALL 1:100
ALL TIMBER USED TO PREFABRICATED CAGE. WITHOUT
BE SUITABLE FOR USE (40 mm COVER) 4/N12 BARS TO LAP NUISANCE
IN H5 HAZARD LEVEL 500 MIN. EACH LEG. TO EFFICIENT
350 OUTFALL
RETAINING WALL NOTES (TYP. TO ALL WALLS): N25 CONCRETE
MASS CONCRETE
· ALL CORES TO BE FULLY GROUTED (N20)
· ALL STARTER BARS TO BE TIED IN PLACE PRIOR TO ENGINEERS INSPECTION.
ALL WALLS TO BE THOROUGHLY PROPPED DURING COMPACTION OF BACKFILL AND
·
4/N12 WITH R6 SPIRAL TIE AT
1200 NOMINAL
DF
·
UNTIL CORE FILL IS POURED AND FULLY CURED.
WALL DESIGNED FOR MINIMUM BEARING CAPACITY OF 100ka. TIMBER RETAINING WALL SCHEDULE 250 PITCH OR EQUIVALENT
·
·
WALL NOT TO BE FOUNDED ONTO UNCOMPACTED FILL MATERIAL.
KEY REQUIRED FOR WALLS GREATER THAN 1200 HIGH. 200 x 75 WALERS RECTANGLE CAGE) 40 COVER.
· WHERE RETAINING WALLS (NOT PART OF THIS DESIGN) HAVE OR ARE TO BE
CONSTRUCTED IN THE IMMEDIATE VICINITY OF THE PROPOSED WALLS THE ENGINEER 'H' 'DF' POST SPACING POST 900 MIN. INTO NATURAL
SHOULD BE CONTACTED IMMEDIATELY FOR A REVISED DESIGN. 1000 1600 1800 100 D x 200 W DENSE/STIFF SOIL STRATA
GRAVEL
100mm
· SLIP CIRCLE ANALYSIS IS NOT WITHIN THE SCOPE OF THIS DESIGN. EXPERT ADVICE MIN. 100kPa BEARING
SHOULD BE SOUGHT IN AREAS PRONE TO THIS. 1200 1800 1800 200 D x 75 W
· WALLS TO BE WATERPROOFED TO ARCHITECTURAL SPECIFICATIONS AND DETAILS. CAPACITY
·
·
ALL BACKFILL TO BE CLEAN GRANULAR, FREE DRAINING MATERIAL.
NO BACKFILLING UNTIL AT LEAST SEVEN (7) DAYS MINIMUM AFTER CONCRETE CORE
1400 1900 1500 200 D x 100 W
FILLING COMPLETION. (UNLESS APPROVED BY ENGINEER).
· WHERE RETAINING WALL IS LOAD BEARING NO BACKFILLING TO COMMENCE UNTIL WALL TO BE THOROUGHLY PROPPED
SEVEN (7) DAYS MINIMUM AFTER LOAD BEARING SLAB OVER HAS BEEN POURED DURING COMPACTION OF BACKFILL. Ø350
(UNLESS OTHERWISE APPROVED BY THE ENGINEER).
450 Ø
PIERS @ 2000 MAX. CRS.
JESS B GABRILAITIS TIMBER RETAINING WALL DETAIL RW1 RETAINING WALL DETAIL
RPEQ 23224 SCALE 1:20 SCALE 1:20
COPYRIGHT - The plans, CLIENT PROJECT TITLE
designs and information
contained in this document
ONE PROPERTY PROPOSED
TYPICAL RETAINING WALL DETAILS
are the copyright of
Northside Engineering Pty
Ltd. Use or copying of the DEVELOPMENT BULK EARTHWORKS LOCATION
document in whole or in 19/07/21 ISSUE FOR APPROVAL A UNIT 7, LEVEL 1 21 NANNYGAI STREET, NOOSAVILLE 4566
part without the written 87 WEBSTER ROAD
permission of Northside 12/07/21 PRELIMINARY ISSUE FOR COMMENT STAFFORD QLD 4053 DESIGN DRAWN CHECKED SCALE SHEET JOB NUMBER SHEET OF ISSUE
04235-BE
P1
Engineering constitutes an
infringement of copyright. DATE DESCRIPTION ISSUE
PH. 07 3053 3183
E. [email protected] DR/TZ DR TZ 1:20 u.n.o 0.2m 0 0.2m 0.4m 0.6m
A3 5 5 A
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