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 8, section 2. The text section number identifies this passage in the reader.
E(OH)
2.5%
E(O
SW <
FFL 115.50
FFL 114.63
FFL 114.10
S
H)
112.82
115.95 115.11
Ø10
W
E(O
FFL 118.95 + FSL 115.45 11 11KV HIGH VOLTAGE CABLE (UG)
1.8%
112.18
H)
W
SW
0
E(O
<
116.32
2
S
H)
uPV
116.82
LOW VOLTAGE CABLE (UG)
SW
118.18
119
100% ROOFWATERALL TO BE PIPED DIRECTLY 7
114.79 114.18 113.66
10
E(O
SW
H)
<
C SN
113
SW
TO 18,000L RE-USE TANK THEN 2|18,000L 2 + LIP 112.14 WATER
2
E(O
+ FSL 112.73 + FSL 112.66
W
S
H)
+ FSL 114.05 + FSL 113.85 + FSL 113.30 + FSL 112.25
8
<
DETENTION TANKS. ALL CAST PRE CAST (T44 LID
W
1
117.43
+ FSL 115.45 + FSL 114.56 2.5%
E(O
10.0% EXISTING SYSTEM VALVE
SW + FSL 115.055
12.5% 112.08
2.5%
SW
8 9
H)
CLASS D) (3.5mD x2.4H)(BY HYDRAULICS) + FSL 114.95 1
115
FH
4
<
2 113.47
11
SW 113.03
115.96
Ø15 2
S
117.13 116.28
0 uP SW 2 12.5% 113.91 EXISTING HYDRANT (FH)
SW
118.11
H)
1
<
116
114.69
SW
+ H 0.80 + FSL 112.16
E(O
115.26
UNIT 10 VC + FSL 114.02 SW + FSL 113.70 + FSL 113.30
W
+ FSL 114.45 SW SW M+H SL 112.36
1 119.27
+ FSL 118.70 1 SN8 + FSL 114.72
SW SW
4.66% 10.8% W EXISTING WATER MAIN
FFL 115.50 Ø150 uPVC SN8
<
.00
5.0%
117
112
H)
5.0% 15%
E(O
112.96
FSL 119.10 + 3 6 113.26
2.5% 10.0% 12.5% SEWER
<
114.45 SW 113SW
.96
117.85
SW SW SW 11 112.66 112.01
TW 119.45+ SW
+S FSL 112.535
3
H)
+ SFSL 112.46
S
LOCALLY GRADE EARTH S + FSL 112.06
W
E(O
+ FSL 113.23
SW
5.0% SW 113.17
C08 EXISTING MAINTENANCE HOLE (MH)
118.28
W
<
SW
BEHIND WALL TO BE FREE + FSL 114.84+115FSL
+ FSL 115.05 115.58 .11 114.73
114.72 + FSL 114.05 + FSL 113.85.42 + LIP 111.950
H)
113
E(O
EXISTING SEWER MAIN
<
S S
DRAINING
SW
119.39 SW
S
116.25 112.82
375Ø PVC STM.PRO SN8 @ 1% BEND
UNIT 11 6
<
113.18
H)
REAR PATIO - SLAB ON COMMUNICATIONS
8
E(O
118.28
5.5%
11
SEALED OUTLET PIPE FROM 6|1
W
FFL 115.50
SW
117.72
2
S
GROUND CONSTRUCTION + FSL 115.45
SW
<
+ FSL 115.25 115.13
TO BIO-RETENTION BASIN B FFL 114.10 BEND NBN EXISTING COMMUNICATIONS
H)
E(O
MYALL STREET
116.89
C SN8
119.15
SW
119.56 111.94
<
117.00 FFL 113.90 113.07
STORMWATER
W
115.14
FFL 115.11
S
H)
5.0% FFL 114.75 + FSL 113.00
E(O
<
FFL 118.95
Ø100 uPV
W
SW EXISTING STORMWATER PIPE
SW
116.85 112.58
SW
112.78
2
SW
H)
Ø100 uPVC SN8
113.14
<
E(O
+ FSL 112.60
S
+ FSL 115.45
119.74 119.19
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