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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 3. The text section number identifies this passage in the reader.
118.65
115.11
6 PROPOSED STORMWATER SURFACE
W
<
FSL 119.50 + + FSL 113.00
H)
116.61
UNIT 12 FLOW
E(O
+ H 1.15
1.8%
112
TW 119.85+ + FSL 118.70
115.15 + H1.30 BIO-RETENTION
W
S
UNIT 4
<
FFL 115.50 UNIT 7 UNIT 5 BASIN B= 19sqm
112.56
SW
111.88
PROPOSED STORMWATER PIPE
H)
112.82 SW
SW
E(O
113.15
FSL 112.20
2
118.18
FFL 115.11 UNIT 6 FFL 114.20 FFL 113.90
<
117.81
S
2 LEVELS & RETAINING
116.60
FFL 114.75
W
2 5 115.12
<
SW
MH
W
2 116.30
EXISTING RETAINING WALL
+ FSL 115.40
C08 112.86
<
SW
S
118.26
+ H 0.3 100mm HIGH 113.13
116
2
RCP CL
+ FSL 113.00 SW + 23.750 EXISTING SURFACE LEVEL
113
5.0% 116.57
ROLL UP KERB
<
Ø375
.56
+ H1.30 112 111.86
W
SW
FFL 113.85
SW
115.15 SW
0 FFL 118.95 FFL 114.15
113.66
+ SL112.50 450RCP SWD PIPE
S
PROPOSED RETAINING WALL
117
116.08
9.0 FFL 114.92
SW
<
W
117.80 114.33
2.0%
11
119.53
UNIT 13 FFL 115.06 + FSL 112.70
75
FSL 119.80 + FSL IL110.99
FSL
112.87
1
14.
4.0
Ø100 uPVC SN8
+ FSL 115.65 13. 1 + FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
<
TW 120.15+
119.96 + FFL 115.70 116.65 114.84
1 70 PIT PIT
SL 1
L1
S
85 + + FSL 113.00
SW
+ H 1.15 3 FS
113.21
14..27
W
7
119
100mm HIGH 116.14
+ F
FFL 24.00
<
113.70SW PROPOSED FINISHED FLOOR LEVEL
SL 1
SW
+ H 0.6
+
+ 113.00
115
SW SW 114.23
2 118.27
ROLL UP KERB + H 0.7 + F SW 114.93
SW
112.58
WS
+ FSL 114.85
<
PROPOSED SWALE DRAIN
+ 114.00
115.66
+ H 0.2
Ø100 uPVC SN8
< < <
115.24
.60 FSL 115.50 +
+ H 0.4
18
<
SW
PRECAST HEADWALL 1.50sqm SCOUR
+ 115.00
+ H 1.2
118
1
UP
PROPOSED BIO-RETENTION
W
FSL
+ H 0.9
S
1
2
3
4
6
5
7
PROTECTION ON GEOFABRIC = D50 150-300THICK
SW
+
<
+ 116.00
+ H 1.6
+ 116.50
SW SW
STORMWATER PIT SCHEDULE
SW
+ FSL 11
UNITS 4-7- 300sq (COURTYARD ONLY) SWD PITS WITH 100DIA
W
SW SW
+ 117.00
+ 117.50
+ H 1.15
<
uPVC MIN 1% GRADE CONNECT DIRECT TO BIO-BASIN
+ 118.00
119.88
S
4 MARK DESCRIPTION
<
7.30
+120.0
FSL8 119.80
+ 119.00
SW
2 5|2 600x600. FIP TYPE 2 AS PER IPWEAQ 1|6 600x600. SEALED LID
S
0.50
W
+ 120.00
PROVIDE BOUNDARY RETAINING 5|1 900x900. FIP TYPE 2 AS PER IPWEAQ STD DRG DS-050 SL 115.00 | IL 112.55
W
(BY OTHERS) STD DRG DS-050
SL 115.40 | IL 115.00
S
SL 13.70 | IL 12.80 2|6 PRECAST HEADWALL - 1.50SQM
6|2 600x600. FIP TYPE 2 AS PER IPWEAQ SCOUR PROTECTION ON GEOFABRIC =
1|1 600SQ. FIP RELN OR EQUIV. 1|2 600SQ. FIP RELN OR EQUIV. STD DRG DS-050 D50 150-300THICK
SL 119.10 | IL 118.30 SL 118.70 | IL 118.40
SL 115.25 | IL 114.70 SL 112.20 | IL 112.25
2|1 600SQ. FIP RELN OR EQUIV. 2|2 600SQ. FIP RELN OR EQUIV. 10|2 600x600. FIP TYPE 2 AS PER IPWEAQ
7|2 600x600. FIP TYPE 2 AS PER IPWEAQ 1|7 900x900. FIP TYPE 1 AS PER IPWEAQ
SL 118.60 | IL 118.10 SL 118.70 | IL 118.20 STD DRG DS-050 AND 300WIDE HD
STD DRG DS-050 STD DRG DS-050
STRIP GLAV STRIP DRAIN ACO OR
3|1 600SQ. FIP RELN OR EQUIV. 3|2 600SQ. FIP RELN OR EQUIV. SL 114.95 | IL 114.50 EQUIV SL 112.50 | IL 111.50
SL 116.60 | IL 116.00 SL 118.60 | IL 118.10 8|2 600x600. FIP TYPE 2 AS PER IPWEAQ SL 113.30 | IL 112.95 1|8 900x900. FIP TYPE 1 AS PER IPWEAQ
4|1 600SQ. FIP RELN OR EQUIV. 4|2 600x900. FIP RELN OR EQUIV. STD DRG DS-050 STD DRG DS-050
11|2 PRECAST HEADWALL 1.50SQM SCOUR
SL 114.90 | IL 114.20 SL 117.30 | IL 115.40 SL 114.72 | IL 114.20 PROTECTION ON GEOFABRIC = D50 SL 113.40 | IL 112.40
PROPOSED STORMWATER AND SITE LEVEL LAYOUT
9|2 600x600. FIP TYPE 2 AS PER IPWEAQ 150-300THICK 1|5 600SQ. FIP RELN OR EQUIV.
STD DRG DS-050 SL - | IL 112.85 SL 114.75 | IL 114.40
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