Original source · versioned page text
2508-47877 SRA - Attachment 5 - Plans and docs referenced in SARA response
Attached to the e-mail SARA response with conditions - MCU25/0090 and OPW25/0136.
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 3. The text section number identifies this passage in the reader.
6.4
SW (RS-065). 2.5% MAX CROSSFALL
<
SW
114
11
W
7
11
SW 118.4
0 1 9 1 3.1
S
5.1 3.9
EXISTING SYSTEM VALVE
2
<
11 4.7 11 11 7
E(OH)
11 1 .8
11
EXISTING CROSSOVER TO BE REMOVED.
<
FH
W
5.40
SW SW
118
<
SW 8
EXISTING HYDRANT (FH)
7
6 6.8 2 11
1.8
REINSTATE WITH B1 TYPE KERB AS PER
112
1 7.5 11 3.4
S
11 5 6 8
8.8 3W 11 3.1
E(OH)
0
11S
5.9 .9
11 .4 8
<
11
5.7
16 11 9
SW
2.5
4.6
IPWEAQ STD DRG RSD-200 (RS-080)
1
W
3 11
11
SW EXISTING WATER MAIN
SW
8.2
SW W
115
11
1
W
7
<
SW
2.50
W5 3.0
11S
4.4 11
S
E(OH)
5.2
6
SW 8
SEWER
6.30
.7 6
11 12 MH
UNIT 9
1.8
<
2 1 6 11
6.3 2.5
11 SW SW
11
W
9
7.3 2 4
EXISTING MAINTENANCE HOLE (MH)
S
3.1
E(OH)
11 2 4.7
<
6.8 6 11 11
W
11 5.9 8
8 11 1.8
11
SW
8.9
SW
11
SW 2
EXISTING MAINTENANCE SHAFT (MS)
S<W
1 2.8
116
5 .1 11
15
8.2 1
SW
11
E(OH)
S
8 2
6.2 1.8
11
11 .15
EXISTING SEWER MAIN
6 S S
<
UNIT 4
W
SW
3 .5
11 112
117 8
W
5.5
SW
6
11
UNIT 10
2.8
SW
11
<
COMMUNICATIONS
S
7.4
3
7 .13 PIT
11 11 PIT
SW
5 3
<
UNIT 5
3.1
6.2
MATCH INTO EXISTING FOOTPATH
113
3
.18 11 5.1 11
NBN EXISTING COMMUNICATIONS
SW
1 18 11
7 8
W
2.5
S
2.8 11
SW
<
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