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RFI - Attachment 3 - Stormwater Management Plan
Original PDF page 34, section 1. The text section number identifies this passage in the reader.
LEGEND
105
N
SW
103
W PROPOSED STORMWATER DRAINAGE
580.000
590.000
1
.000
S
A-
0800
S
1.0
11.9m 4.2%
Ø525 570
600
612L/s
0
0
.00
0
601L/s
0.0
2)
560
31.7m .1 4.2% 7)
PROPOSED FIELD INLET PIT
61
6
0
(2Ø450 2.
.00
0
00
3 1.9 L/s 0(
2 .1 /s
0.0
550
-
A u= 29 /s A- u=2 17L /s
W
K c= 29L /s
62
K c= 17L /s
00
00
Q a= 9L s
0.0
Q i=2 0L/ Q a= 7L s
0.0
Q i=1 0L/
54
Q b=
63
Q Q b=
00
00
PROPOSED HEADWALL
/s Q
0.0
0.0
4L %
56 3.7
53
S
64
.7m 0
SW
00
62 Ø45
00
0.0
0.0
SW
65
SW
09
52
SW
6.8
65
00
0.0
PROPOSED BIORETENTION GARDEN
51
)
39
2.
SW
0
9( s 00
S
/s 9 0.
5L % 4 .
A- u=1 19L /s
/ 50
14 3.6
W
.4m 5 K c= 19L /s
19 Ø37 Q a= 9L s
) Q i=1 0L/
22
S
1. Q b=
7(
W
Q 0
1 1.1 L/s .00
412L .0%
/s -
B u= 35 /s 490
6L %
23.5m450
11 3.6 K c= 35L /s
/s
1
. 9 m 75 Q a= 5L s
Ø
22 Ø3 Q i=3 0L/
113
Q b=
Q
DRAINAGE NOTES
S
) .000
2 65 480
2 .4 /s 1.
B- u=1 39L /s 4(
5 .4
W
K c= 39L /s A- u=1 6L/s s
L/s % Q a= 9L s 2K6 c=6 6L/ s
84 3.2
S
Q i=3 0L/ .0 a8=L L/ /s
Q
.3m 75 Q b= m 6
Ø Q Q1i=/s =0L
0 0
32 Ø3 70.0
S
Q 4
20.3m 3.7%
37 .0 b
W
5 Q%
358L/s
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
Ø375
)
67 00
2. ) 0.0
6( 46
0
63
11
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES
3 2.6 L/s 1.
S
-
B u= 54 /s ) 3(
K c= 54L /s 24 - 1 1.3 L/s
2.
0
Q a= 4L s 4( D u= 15 /s
00
L/s % Q i=5 0L/ 6 .9 /s K c= 15L /s
0.
36 1.0 A- u=1 50L /s
AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE SITE
45
Q b= Q a= 5L s
.4m 375 Q K c= 50L /s Q i=1 0L/
7
W
3 Ø Q a= 0L s Q b=
0
Q i=5 0L/
S
/s %
BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE
Q
00
7L .6
0.
Q b=
31 m 3 5
44
Q
S
. 37
62 1.0%
3
31 Ø
W
.8m 5
WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS
29 Ø37
0
L/s
00
0
SW
0.
4 .0 /s
S
43
B- u=7 42L /s
K c= 42L /s )
SW
Q a= 2L s 2.
47
AND SPECIFICATIONS.
0
Q i=4 0L/ 3( s
SW
00
1 )
. 00
0.
7 /
Q b= A- u=2 52L /s 3. S
42
9(
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES
Q /s K c= 52L /s
3L % 2 .6 /s
10 3.0 Q a= 2L s
L/s % D- u=2 35L /s
.4m 75 Q i=5 0L/ K c= 35L /s S
0
25 3.8
W
00
9L %
29 Ø3 Q b=
.7m 375
0.
Q a= 5L s
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO
16 1. 0
.3m 375
41
Q Q i=3 0L/
/s
) 3
2 Ø
1 Ø
) 03 Q b=
97 2.
1. 7( Q
SW
5
0
BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
SW
S
7( - 1 1.6 L/s 0.
00
8 1.6 L/s C u= 59 /s 0
69L/s.0% -
K c= 59L /s 3 .0 /s 40
m1
A u= 39 /s
K c= 39L /s Q a= 9L s D- u=7 30L /s
36.2 375 Q i=5 0L/ K c= 30L /s
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø225
Ø Q a= 9L s Q a= 0L s
Q i=3 0L/
3.9%
Q b= Q i=3 0L/
S
) Q b= Q 00
S
02
18.3m 5
118L/s
Q b= 0.0
2.
Ø37
40L/s Q Q 39
3( s
1.0%
37.9m 5
Ø37
9 . 8
A- u=1 35L /s
K c= 35L /s
Q a= 5L s
/
2.
74
) S RRJ RCP OR APPROVED EQUIVALENT.
0
10 .0 /s
A- u=7 46L /s
K c= 46L /s
Q i=3 0L/
Q b=
Q
5(
2 .4 /s
C- u=2 18L /s
K c= 18L See the original
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