Original source · versioned page text
20220078 Wyandra St Civil OPW
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
OP WORKS
NOT FOR CONSTRUCTION
N |S| SEDIMENT FENCING
t
ran
24.70 24.79
Hyd
FILTER SOCK SEDIMENT TRAP
Fire
24.68
Sewer Manhole
SEDIMENT AND EROSION CONTROL: 25.46 CONSTRUCTION ENTRY/EXIT
CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED
25.41
25 102°02 41
SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE .7 |S|
'00
20.115 " RP139776
7
WITH IECA AND NOOSA SHIRE COUNCIL POLICIES AND
GUIDELINES 24.7 26.35
3 TREE 0.1
50805
5
.2
24
25
26.83
24.00 .69
TREE 0.151004 27.0 Sewer
24.10 2
LIL 0.1 Line In
7
27.07 dicative
.5
3
50905
.7
26
9
26.60
Only (N
25
n
.2
rb
26.22
25
itume
26.69 ot Loc
e
25.
52 26.09 ated b
of K
5
27.
y Surv
.3
71 86
27.
26
2
ey)
EET
.8
3
of B
24
.4
26
24.17
0
2
2
Back
41
.7
.9
24.4
26.
26
25
26.41
Deck
Edge
4
.6
Pit a
26
25
PROVIDE STABILISED 26.
Telstr
.84 45
R
6
CONSTRUCTION ENTRY/EXIT AS PER
.4
23.57
25
4
DETAIL E1 ON C11
RA ST
.5
23.
24
67
00"
26
|S|
26.150
.50
12°02'
0
.5
9
26
.4
27.
27
Deck Stairs
46
23.
|S|
713
69
23.22
0
0.5
Ramp
0
23.3
23
C
WYAND
OIN
23.27
.98
5
.0
P
2
25
23.
.9
73
23
|S|
41
23.
23
8
9
.5
.65
.7
24
23
6
.1
26.1
26
Floor Level
9
74
.0
8
23.
2
27
00
.1
|S|
27
RL26.19
23.
24
23.00
40
.35
30.175 "
36
'00
PROVIDE FILTER SOCK SEDIMENT 24.
1
.34
.1
|S|
25
23
TRAP TO DOWNSTREAM SAG INLET
192°02
25.25
.63
22.68
Deck
24
Co
AS PER DETAIL E3 ON C11 06
137
nc
ret 25.
23 .59 19
25.
|S|
RP160425
e
23.8
23.94
Dr
.23
6
.9
TBM (Screw in Kerb) .57
ive
26
25
7
22 3
RL22.58 AHD 26.5
wa
22.59
25
5
y
26.85
.35
23.7
Stairs
23
Gully Pit 5
24 |S|
4.5
.2
8
.2
2
1
22.36 22.49
Garage Level
1
.35
.3
4
22
25
RL25.33
.6
24
0
26
.47
26.
3
.4
24.9
25
37
22.25 22.36
23
6
13/07/2022
25
.6
.7
07
22
.15
25.
5
32|S| 5.69
4
.0
24.80 EA ID: 2557785
23
7°0 0
RPEQ: 26443
24.
94 PROVIDE SEDIMENT FENCE TO
3
2'0 |S|
.1
22.21 DO NOT SCALE, IF IN DOUBT ASK!
25
DOWNSTREAM BOUNDARY AS PER
3
25.92
22.10
7
.2
22.97
.1
0"
25
26
23
.65 DETAIL E4 ON C11
5
.7
24
8
.4
9
22.12
22
.6
23.72 |S|
24
|S|
22.0
0 22.08 23
80
.06 23.97 |S|
Valve
.
Po
24
08 |S|
22. we 23.37
282°02 |S|
8
CAP
.7
r C 11/07/22 ISSUE FOR OPW BP NW
24
21.98 po '00 |S|
16.090 "
it 22.09 le Telstra P 24.7 25.20 B NOT USED
y P .98
3 8
ll it 24.4
25
.51 A NOT USED
Gu 21
22 Rev Date Description By Chk
25
Fire Hydrant 25.
25 5
.00 22
Back 3
.1
.42 7
.4
of Ker
5
2 2.3
1
Edge b
of Bitu 23.58
men 24.82
SEDIMENT CONTROL SAFARI 23
.46 Sewer Manhole
STREET REVEGETATION
9. OVERALL
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL EROSION a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE. 13. FOR REVEGETATION STANDARD SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION [email protected]
CONTROL ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS. b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION GENERAL. 37 MARY ST NOOSAVILLE, QLD
1. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS COMMENCING UP-SLOPE EARTHWORKS. 07 5211 1003
RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY THROUGHOUT c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER MULCHED, OPERATION AND MAINTENANCE
Client
CONSTRUCTION. COVERED WITH EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED 14. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES SHALL BE INSPECTED:
FOR MORE THAN 14 DAYS. FORDE PROPERTY
2. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER AND · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
REPLACE ALL BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF WORKS. · WITHIN 24 HOURS OF EXPECTED RAIN; AND Project Name
SEDIMENT FENCE RESIDENTIAL DUPLEX DEVELOPMENT
3. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE SUPERINTENDENT. · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE
6 WYANDRA STREET
SHALL BE COMPLETED AND EFFECTIVE PRIOR TO: 10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD SEDIMENT ON SITE).
NOOSA HEADS
a. STRIPPING OF TOPSOIL AND GRASS. DRAWING ESC-04 AND ESC-05, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION 16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC MEASURES SHALL OCCUR IN ACCORDANCE
b. BULK EARTHWORKS TO THE SITE. AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE. WITH THE FOLLOWING TABLE:
c. SERVICES INSTALLATION. Title
EROSION AND SEDIMENT CONTROL PLAN
d. PAVEMENT CONSTRUCTION TEMPORARY CONSTRUCTION ENTRY/EXIT MAINTENANCE SCHEDULE
5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING 11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL TIMEFRAME FOR COMPLETION
ESC MEASURES MAINTENANCE TRIGGER
FROM THE SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS. STANDARD DRAWING ESC-01, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA OF MAINTENANCE
6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH THE (IECA) BEST PRACTICES STANDARD DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD SEDIMENT BASIN WHEN SETTLED SEDIMENT EXCEEDS THE WITHIN 7 DAYS OF THE
(WHERE UTILISED) VOLUME OF THE SEDIMENT STORAGE INSPECTION
APPROVED DRAWINGS. (CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDING SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION ZONE (SEE COUNCIL'S SEDIMENT BASIN
7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR EXIT - VIBRATION GRID. DESIGN GUIDELINES
Project No. Discipline Status
THE LOCATION OF THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE MAINTAINED THROUGHOUT OTHER ESC MEASURES THE REMAINING CAPACITY OF ESC BY THE END OF THE DAY
20220078 CIVIL OPW
THE CONSTRUCTION PERIOD. FILTER SOCK SEDIMENT TRAP MEASURES IS BELOW 50%
8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN SERVICE, 12. FOR FILTER SOCK SEDIMENT TRAP STANDARD DETAIL AND SPECIFICATION REFER TO INTERNATIONAL EROSION REPORTING Designed By Drawn By Scale
1:100 (at
BRP BRP
CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING ESC-03 KERB INLET SEDIMENT 17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC MAINTENANCE AND CONTROL OF ALL STAGES OF
A1)
ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, TRAPS. WORK FOR APPROVAL BY THE SUPERINTENDENT. Drawing No. Revision
IF DEEMED NECESSARY AND RELEVANT. C10 C
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.