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 1. The text section number identifies this passage in the reader.
S S S
UNITS 1-3 300sq SWD PITS WITH 100DIA uPVC MIN 1% S S
EXTERNAL DIVERSION SWALE - S Ø225UPVC SN8 LEGEND
W
FINISH WALL 350mm HIGHER S S S MH
N GRADE MIN CONNECT DIRECT TO BIO-BASIN
112.51
NORTH BOUNDARY 10% GRADE MIN THAT INVERT OF SWALE
112.67
+ FSL 113.70
5
+ FSL 114.10
+ FSL 113.70
MH
+ 114.00
S
450RCP SWD PIPE
+ 114.30
MARK DESCRIPTION
+ 114.56
+ 115.11
130mm DEEP 1 IN 3 MAX BATTERS 4
+ FSL 114.90
+ FSL 114.36
+ 115.00
+ 116.00
PIT PIT SW
+ FSL 115.80
+ TW 114.45
1
+ 117.00
+ TW 114.71
S
IL110.433
+ FSL 116.70
+ TW 115.25
+ TW 14.15
+ 118.00
+ TW 116.00
L2
+ FSL 118.20
1 Ø300UPVC SN8
RCP C 6
+ FSL 118.60
CADASTRAL PARCELS
+ TW 116.95
SW
W
Ø375
113.69
Ø300UPVC SN8
+ H 0.55
W
<
SW
<
SW
< <
SW
1
< < <
SW
< < <
SW
+ H 1.25
< <
S
SW
<
PROPOSED BUILDING
< <
SW
< < <
SW
< < <
SW
< <
SW
<
113.87
<
114.08
<
SW 114.30SW
< < <
SW + H0.65
< <
SW 114.57
<
SW
< < <
SW
<
114.87
+ H0.55
<
SW PRECAST HEADWALL 1.50sqm SCOUR
<
+ FSL 114.00
<
116.91
<
SW
<
112.47
+ H0.45
< <
SW 113.65
<
116.05
<
113.83
< <
PROPOSED RAISED CONSTRUCTION
<
2 114.02
2
3
4
1
5
6
7
114.81
118.40 117.89
3 1 115.26 114.53
UP
+ FSL 115.50 + FSL 114.75 PROTECTION ON GEOFABRIC = D50
S
SW
118.81
W
112.99
1 1.50 + FSL 113.45
W SW
<
6.0sqm SCOUR PROTECTION ON 1 .97 5 FFL 114.15 FFL 113.85 150-300THICK 112.35 ROADWORKS & CARPARKING
SW
TW 118.95+ GEOFABRIC = D50 150- 300THICK. 116
FFL 114.58 + FSL 113.50
<
112.46
S
118
+ H 0.4 116.02
113.70
+ SL113.10 PROPOSED DRIVEWAY/CARPARK
+ FSL 118.60 118.23 CREATE 50mm PONDING IN PIT MIN. 0.5m LANDSCAPE WALL - (BY OTHERS)
SW
<
W
+ FSL 115.55 + FSL 113.45 1 PROPOSED CROSSOVER
1
2.0%
W
UNIT 8
S
+ H0.65 113.54
<
115.96
8
SW
Ø100 uPVC SN8
117
115
FFL 115.60 116.92 PROPOSED NEW KERB
SW<
117.56
2.5% C08
FSL 112.80
FSL 118.80 + 118.98
S
+ H 0.65 FFL 118.95 BIO-RETENTION ELECTRICAL
W
SW
TW 119.15+ + FSL 118.60
<
112.59
W
119.00 +
116.46 UNIT 3 UNIT 2 UNIT 1 113.61 112.27
BASIN A = 20sqm POLES
FFL 114.63
<
FFL 114.20 FFL 113.90
S
SW
116.87 1 116.02
113.39
SW <
18,000LRE-USE 112.84
PILLARS
118.25
EXTERNAL DIVERSION SWALE - REAR BOUNDARY 3 WATER TANK
W
Ø150 UPVC SN8 + FSL 113.45
SW
C SN8
W
S
LINE NETWORK HV (OH)
<
2.5% GRADE 230mm DEEP 1 IN 3 MAX BATTERS
117.39 116.40 115.10
+ H0.65 + LIP 112.16 E(OH) E(OH)
+ FSL 115.30 + FSL 114.90
TOW TO FINISH 350mm ABOVE INVERT OF SWALE UNIT 9
115.10
113.54 + FSL 113.20
<
LINE NETWORK LV (OH)
Ø225UPV
SW
113.29
FFL 113.90
E(OH) See the original
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