BARRENJ OEY RD I L UKARD THYRA RD BEACH WHALE PARK GULLY DARK CONSTRUCTION SITE ONL Y EXAM PLE NAME OF THE ROAD MAIN ROAD No XX GEOTECHNICAL STANDARD DRAWINGS CAD No G17CS.dgn 27/ 01/ 2021 Cs e r s \ Downa ds \ G17_Soa a TD\ J a n2021\ G17CS. dgn 24435PM RECOMMENDED FOR ACCEPTANCE SHEET No 1 No OF SHEETS 8 C FILE No DATE ISSUE SIGNED DATE SENIOR GEOTECHNICAL ENGINEER LOCALITY PLAN ??? km BY ROAD FROM SYDNEY GEO4361 27/01/2021 NOT TO SCALE THE SITE IS APPROXIMATELY NAME OF LOCAL GOVERNMENT AREA SCHEDULE OF DRAWINGS 8 7 6 5 4 3 2 1 TYPICAL SLOPE STABILISATION WORKS WITH SOIL NAILS SHOTCRETE URBAN DESIGN REQUIREMENTS SOIL NAIL DETAILS TYPICAL CROSS SECTIONS - SHEET B TYPICAL CROSS SECTIONS - SHEET A GENERAL ARRANGEMENT NOTES REVISION REGISTER COVER SHEET APPROVED FOR USE SIGNED DATE AND GEOTECHNICAL DIRECTOR PAVEMENT EDMS/REGISTRATION No OF PLANS DS2012/000112 COPYRIGHT TRANSPORT FOR NSW 2020 Stanley Yuen 28/01/21 Are Sam Henwood 29/1/2021
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BA
RR
ENJO
EY R
D
ILUKA RD
TH
YR
A R
D
BEACH
WHALE
PARK
GULLY
DARK
CONSTRUCTION SITE
ONLY
EXA
MPLE
NAME OF THE ROADMAIN ROAD No XX
GEOTECHNICAL STANDARD DRAWINGS
CAD No G17CS.dgn
27/0
1/2
021
C:\
Users\liw\D
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RECOMMENDED FOR ACCEPTANCESHEET No
1
No OF SHEETS
8C
FILE No DATE ISSUE
SIGNED DATE
SENIOR GEOTECHNICAL ENGINEER
LOCALITY PLAN
??? km BY ROAD FROM SYDNEY
GEO4361 27/01/2021
NOT TO SCALE
THE SITE IS APPROXIMATELY
NAME OF LOCAL GOVERNMENT AREA
SCHEDULE OF DRAWINGS
8
7
6
5
4
3
2
1
TYPICAL SLOPE STABILISATION WORKS WITH SOIL NAILS
SHOTCRETE URBAN DESIGN REQUIREMENTS
SOIL NAIL DETAILS
TYPICAL CROSS SECTIONS - SHEET B
TYPICAL CROSS SECTIONS - SHEET A
GENERAL ARRANGEMENT
NOTES
REVISION REGISTER
COVER SHEET
APPROVED FOR USE
SIGNED DATE
AND GEOTECHNICALDIRECTOR PAVEMENT
EDMS/REGISTRATION No OF PLANS
DS2012/000112
COPYRIGHT TRANSPORT FOR NSW 2020
Stanley Yuen
28/01/21
Are
Sam Henwood
29/1/2021
PRELI
MINAR
Y: NOT FO
R CONS
TRUCTI
ON
2
REVISION REGISTER SHEET INDEX AND NOTES
*
*
REVISION REGISTER
ED/REV DATE SHEET AMENDMENT DESCRIPTION AUTHORISED
1/A ALL Initial issue
*
1/B 27/01/2021 ALL
DIRECTOR ENGINEER, PAVEMENTS AND GEOTECHNICAL
SHEET INDEX
DRAWING CONTENT
COVER SHEET
SHEET No
1
NOTES FOR USE OF THESE DRAWINGS
2
3
4
5
6
7
8
REVISION REGISTER
NOTES
GENERAL ARRANGEMENT
TYPICAL CROSS SECTIONS - SHEET A
TYPICAL CROSS SECTIONS - SHEET B
SOIL NAIL DETAILS
SHOTCRETE URBAN DESIGN REQUIREMENTS
17/10/2012 DP&G
DP&G
URBAN DESIGN REQUIREMENT ADDED.
SOIL MATERIAL AND SHOTCRETE
(2) ADDITIONAL DETAILS FOR UNSUITABLE
(1) ADDITIONAL NOTES ADDED IN SHEET 2
DRAWINGS).
(THIS NOTE TO BE REMOVED FOR 'AS CONSTRUCTION
BETWEEN 10 TO 20 DEGREES BELOW HORIZONTAL.
REQUIREMENTS. THEY SHOULD GENERALLY BE INSTALLED
THE DESIGN NEEDS TO SUIT THE SITE GEOTECHNICAL
THE ORIENTATION OF NAILS SHOWN IS INDICATIVE ONLY AND 4.
OTHER DRAWINGS.
THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH 3.
WITH APPROPRIATE NOTES.
THE REPORT MUST BE INCLUDED ON THE DESIGN DRAWINGS
IN THE DESIGN REPORT. SAFETY ELEMENTS DETAILED IN
INCLUDED IN THE DESIGN PROCEDURE AND DOCUMENTED
THE TOP OF THE WALL. A RISK ASSESSMENT MUST BE
THE DISH DRAIN AND OVERALL ACCESS BY THE PUBLIC TO
MAINTENANCE INSPECTION OF THE WALL AND CLEANING OF FOR
THE DESIGNER MUST TAKE INTO CONSIDERATION SAFE ACCESS 2.
APPLICABILITY TO THE SITE.
TO ASSESS THE DRAWING AND ENSURE ITS RESPONSIBILITY
THIS IS A STANDARD DRAWING. IT IS THE DESIGNERS 1.
SHEET No
27/0
1/2
021
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PREPARED BY:
DESIGN
DRAWING
PREPARED CHECKED
HEIGHT DATUM: A.H.D.
FILE No DATE ISSUE No OF SHEETS
COORDINATE SYSTEM: MGA ZONE 56
FOR USE A1 ORIGINAL
ISSUE DATE AMENDMENT DESCRIPTION
ISSUE STATUS:
PREP CHCK AUTH
COPYRIGHT TRANSPORT FOR NSW 2020
www.transport.nsw.gov.au
GEOTECHNICAL STANDARD DRAWINGS
TYPICAL SOIL NAILS DETAILS DS2012/000112
GEO4361 27/01/2021 B 8
W.LIEW 27/01/2021 B.XIAO 27/01/2021
W.Li W.LIEW 27/01/2021
B.XIAO 27/01/2021
EDMS/REGISTRATION No OF PLANSENGINEERING SERVICES
GEOTECHNICAL ENGINEERING SECTION,
GEOTECHNICAL ENGINEER
MANAGER
PRELI
MINAR
Y: NOT FO
R CONS
TRUCTI
ON
= 10 ~ 20kPa (FOR TRAFFIC).
= 5kPa (FOR NON-TRAFFIC).DESIGN SURCHARGE14.
SPECTRAL SHAPE FACTOR = (REFER TO AS1170.4).13.
EARTHQUAKE ACCELERATION COEFFICIENT = (REFER TO AS1170.4).12.
DESIGN LIFE = 100 YEARS.11.
SHOTCRETE
DESIGN CRITERIA
REINFORCEMENT
DRAINAGE
SOIL NAIL
EXCAVATION
CONSTRUCTION SEQUENCE
OR EQUIVALENT TO SUIT THE THREADED END OF THE SOIL NAIL.
SOIL NAIL NUTS MUST BE GRADE C COMPLYING WITH AS1112.3 AND PROPERTY CLASS 5 COMPLYING WITH AS4291.222.
AS4680 WITH A COATING WEIGHT OF 600g/m².
SOIL NAILS, BEARING PLATES, WASHERS AND STEEL MESH MUST BE HOT DIP GALVANISED IN ACCORDANCE WITH21.
LAPS ARE NOT ALLOWED OVER STRIP DRAINS.
STEEL MESH LAPS MUST BE STAGGERED AND CUT SUCH THAT ONLY TWO SHEETS ARE LAPPED AT ONE LOCATION.20.
STEEL MESH MUST BE LAPPED BY 3 WIRES.19.
IS ACHIEVED. LOCAL ADDITIONAL EXCAVATION MAY BE REQUIRED.
40mm COVER IS ACCEPTABLE TO STRIP DRAIN. CONSTRUCTION METHODOLOGY TO ENSURE COVER TO STRIP DRAIN
NOMINAL COVER TO STEEL MESH MUST BE NOT LESS THAN 75mm TO SURFACE AND ROCK.18.
NOMINAL COVER TO SOIL NAIL HEAD AND BEARING PLATE MUST BE NOT LESS THAN 50mm.17.
BEARING PLATE MUST BE GRADE 250 IN ACCORDANCE WITH AS3678.16.
STEEL MESH MUST BE GRADE D500N IN ACCORDANCE WITH AS4671.15.
GENERAL NOTES
TO THE REINFORCEMENT MUST BE MAINTAINED.
WHERE REBATES OR RECESSES ARE REQUIRED BY URBAN DESIGN SPECIFICATION, A MINIMUM CLEAR COVER5.
WALL INCLUDING ANTI-GRAFFITI COATING, IS TO BE IN ACCORDANCE WITH URBAN DESIGNER REQUIREMENT.
TERMINATIONS, REBATES, RECESSES, CHAMFERS ETC. TREATMENT TO THE EXPOSED FACE OF THE FACING PANEL
REFER TO URBAN DESIGNER REQUIREMENT FOR DETAILS OF FACING PANEL WALL FINISHES, COPING ELEMENTS,4.
ARCHITECTURAL FINISH OF THE EXPOSED SHOTCRETE OR FACING PANEL WALL MUST BE TO URBAN DESIGNER REQUIREMENTS.3.
REDUCED LEVELS ARE RELATED TO AUSTRALIAN HEIGHT DATUM.2.
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.1.
STABILISE THE ROCK FACE, AS DIRECTED BY THE SUITABLY QUALIFIED GEOTECHNICAL ENGINEER.
WHERE THERE ARE UNFAVOURABLE ORIENTED JOINTS, ADDITIONAL SOIL NAILS MAY BE REQUIRED TO39.
THE DEPTH OF WEATHERING, LAYERS OF WEAKER ROCK AND UNFAVOURABLE JOINTING AND BEDDING PLANES.
THE SUITABLY QUALIFIED GEOTECHNICAL ENGINEER SHALL INSPECT THE ROCK FACE FOR38.
INSTALLATION OF SOIL NAIL WALL.
SUITABLY QUALIFIED GEOTECHNICAL ENGINEER WHICH APPROVED BY PRINCIPAL AND
EXCAVATION STAGE MUST NOT EXCEED 2.0m DEPTH PRIOR TO INSPECTION BY THE CONTRACTOR'S37.