Original source · versioned page text
20220206 48 Elm St SWMP
Original PDF page 23, section 2. The text section number identifies this passage in the reader.
dOF
/
O
(D)
/
O
(RW)
/
O
/
O
/
/
O
/
dWM
dE
/
O
(D)
/
O
O O / /
O
/
O
/
(D)
O
/
/
O / /
O
109.0
/
O
O O / /
O
/
O
1.5m MAX HEIGHT 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING.
/
/
O / / /
(D)
/
O
/
dS
/ /
/
/ / /
/ /
O
/ /
/
/ / /
(D)
.0
/
dE
15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH ALL APPROVED MANAGEMENT PLANS.
/
109
/
O
/
/
/ /
dTU
/
dOF
/ /
1.5m MAX HEIGHT
/ /
/
O
/
dWM
/
/
O
16. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS (TEMPORARY OR
/
/
dS
O
108.5
(D)
PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
dE
/
/
/ O
/
/O
/
17. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS TRACKS AND
dTU
H
dOF
O
RETAINING WALL ALONG PROPERTY
/
/
109.0
STOCKPILES AT A SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO
(D)
O
dWM
/
BOUNDARY PART OF BUILIDNG
/
A
dE
dS
COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
/ O
/
STRUCTURE (REFER TO STRUCTURAL
021
/
/
O
DRAWINGS FOR DETAILS)
/
/
O
18. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO
(D)
/
/
O
dTU
dOF
dE
NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
/
/
108
/ O
/
.0
dS
dWM
/ O
/
19. ALL BATTERS TO BE KEYED/STEPPED INTO EXISTING MATERIAL AS DIRECTED BY GEOTECHNICAL ENGINEER.
O
10
/
(D)
/
CONTRACTOR TO ALLOW FOR ALL KEYING/STEPPING AS REQUIRED.
8
/ O
/
dE
.0
/
/
O
dTU
dOF
/
/
O
20. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED AND APPROVED BY GEOTECHNICAL
dS
/
/
(D)
O
dWM
ENGINEER. CERTIFICATION OF LONG TERM STABILITY TO BE PROVIDED BY GEOTECHNICAL ENGINEER PRIOR TO
/
/
O
dE
/
PRACTICAL COMPLETION.
/
/ O
/
O
(RW)
/
/
(D)
EET
21. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ALL CONSTRUCTED CUT/FILL BATTERS
dTU
/
dOF
O
/
dS
/
AND RETAINING STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF
/
10
dE
RETAINING WALL PART OF BUILIDNG O
8.
/
/
ELM STR
dWM
SAFETY GREATER THAN OR EQUAL TO 1.5 AGAINST GEOTECHNICAL FAILURES.
O
0
STRUCTURE (REFER TO
/
/
A
(D)
/ O
/
STRUCTURAL DRAWINGS FOR
O
021
/
22. IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL CONDITIONS
/
DETAILS)
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