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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN
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2.8
2.4
END 72.302
2.3
LEGEND 43
CH60.00
CH20.00
CH40.00
ExW
LOCATION OF TEMPORARY SEDIMENT
2 .7
T16321
D
2.6
2.0 EXISTING CONTOURS
Ex
BASIN TO BE DESIGNED BY SUITABLY
2.0
2.7
QUALIFIED CPESC ENGINEER. ExS
EARTHWORKS CONTOURS ExW
0
4.0
0.0
ExT ExT ExT 2.8 ExT ExT ExT
PROPOSED KERB AND CHANNEL 509171
2.487
095
PLM 0.25
2 10
2.6
ExS
ExW
CH
ExT
509171
2.263
HY
104
ExD
CONSTRUCTION ENTRY/EXIT D D
D D D D 9003
FIELD INLET SEDIMENT TRAP 2.0 EMT. ExS ExS ExS ExS
2.90
ExS
2.80
ExS
509171109
2.370
GA1 -18
00 PALING
2.4
GULLY PIT SEDIMENT TRAP
ExS 0
SEDIMENT FENCE
101 2.9 509171110
2.533
00 PALING
GA1 -18 116
STOP 509171
2.607
WSV
18
RP8673
E xD
ExS
ExT
SEDIMENT AND EROSION CONTROL: 2.5 509171
2.447
039
SWO -90
MM
ExS
CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED 3.00
ExW
2.6
2.7
SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE WITH
ExS
IECA AND COUNCIL POLICIES AND GUIDELINES
3.10
3.40 3.1
3.30
3.20
MAINTENANCE SCHEDULE 41
2.8
2.9
TIMEFRAME FOR
3.20 23
RP8673
ExD
3.30 3.20
ExT
ESC MEASURES MAINTENANCE TRIGGER COMPLETION OF
3.40
MAINTENANCE
2.8
ExS
3.0
ExW
WHEN SETTLED SEDIMENT 2.9
SEDIMENT BASIN
3.0
EXCEEDS THE VOLUME OF WITHIN 7 DAYS OF THE 3.30
(WHERE UTILISED) THE SEDIMENT STORAGE INSPECTION 3.1
ZONE
3.20
3.20
3.40
3.3
1/3 OF THE CAPACITY OF
OTHER ESC BY THE END OF THE
2.9
ESC MEASURES IS
MEASURES DAY
EXCEEDED
3 0
3.4.3
ExD
0
3.3
ExT
3.30
3.2
3.20
ExS
3.40
3.4
ExW
3.50
3.5
46
BUTLER STREET
3.60
40
ExD
3.1
ExT
3.70 3.0
18
RP8673
ExS
23
RP8673
ExW
Butler Street
3.8
0 END 54.104
3.5 031
509171
3.217
3.9
E
3.2
3.6
HY
3.6
0
3.3
3.7 3.4
ExD
EMT X
ExT
3.7
EMT W
3.8
0
ExS
18 18
3.9
RP8673 RP8673
ExW
4.20 3.90
CH40.00
3.6
3.7
4.30 4.00
39
EMT Y 23
RP8673
ExD
ExT
E
3.5
18
RP8673
4.10
ExS
4.0
4.40 4.30
ExW
4.20
RP867318
RP867318
4.0
3.9
4.40 4.30 4.1
4.2
43 4.50
E
ExT
4.3
ExD
18
RP8673
4.40
4.50
ExS
3.6
4.3
4.50
CH20.00
ExW
4.60
4.60
48
EMT T
23
EMT S
RP8673
4.60
4.4
E
4.1
4.70 4.70 4.70
ExT
ExD
3.8
3.8
4.2
ExS
4.80 4.3
171023
3.9 ExT
SCOUR 509
3.896
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