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Appendix A - Engineering Design Plans - 1 of 2 · OPW25/0057
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102
109
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IT IS THE RESPONSIBILITY OF THE
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101
CONTRACTOR TO CONTACT THE RELEVANT
108 110 108 AUTHORITIES TO CONFIRM104THE LOCATION OF
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3 109 11 6
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ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
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4 111 110
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110 10
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9
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VIOLA PLACE
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107 6
109 10
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2 2
10 11 111
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1
10
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2 0
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11
11 13
3 T
10 C SP176968 06
LLA 113 7 1
NE 111 10
4
DIA
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OVERFLOW WEIR
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108
11
TO EXISTING 107 112 110
3
STORMWATER 115
11
EXISTING KERB 110 DIAN
FIELD INLET ELLA 109
103
& PATH TO BE
REMOVED 10
6 23 114 CT
5
1 0
5
27 11 11 14
10
SP176968
11
21 20 17 16 15 SP176968
28 SP176968 OVERFLOW
SP176968 SP176968 SP176968 SP176968 SP176968
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STABILISED SITESP176968 26 22 WEIR TO
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105
110
103
104 ENTRY / EXIT SP176968 PINNED COIR LOGS OR ROCK
4 SP176968 PINNED COIR LOGS OR ROCK EXISTING
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5
111
3
4
103 11 FLOW
CHECK DAMS TO SLOW
11 115 CHECK DAMS TO SLOW FLOW
11 RESERVE
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3
11
10 116
102 108 112 110
109
106 107 115 117 118 117 116 114 113 112 111 111 ACCESS RESERVE 109
LAKE
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7 1
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11 11
6
115
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11
109
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10
111
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MACD
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119 6
PEAR TREE LANE
ROAD RESERVE
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(UNDEVELOPED)
ONAL
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3
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2 120
11
106
D DR
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1
9 11
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113 11
103
4
TRAFFICABLE
110 11 HES BASIN 2
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BUND/DIP 8 7 (TYPE B)
10 1 09 11
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113
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1
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2 3
0
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1 115 11
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3
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CATCHMENT 1 11 7 12
11 PINNED COIR LOGS OR ROCK
HES BASIN 1 12 2.5ha CATCHMENT 2
0
1
12
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2 CHECK DAMS TO SLOW FLOW
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(TYPE B)
12
7
2 1.1ha 11
12 33
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5
1
6 C56016
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102
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11
118
117 118 3
12 5
110
11
106
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3
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1
12
6
4
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120
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LEGEND
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EXTENT OF EARTHWORKS CUT
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103
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EXTENT OF EARTHWORKS FILL
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0 120
0
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102 100
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115 115
TEMPORARY SEDIMENT TRAP
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1 02 5 1
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10 1
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SP118458
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DIRECT CLEAN WATER TO INDICATIVE NO-GO EXCLUSION FENCING TO EXTENT OF
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125
121
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WORKS (EXTENT TO BE CONFIRMED BY SUPERINTENDENT)
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EXISTING Ø375
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25
5
6
STORMWATER CULVERT 4 12
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11
126
12
1
110
DIRTY WATER FLOW DIRECTION
COOROY CEMETERY
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12
5
11114
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4
4
101 CLEAN WATER FLOW DIRECTION
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3
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10
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