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RFI (rec. 5.06.26) 2567 - Appendix B - Site-Based Stormwater Management Plan (SBSMP) (Ver. 2)
Original PDF page 32, section 2. The text section number identifies this passage in the reader.
2.1%
4.9
FFL 125.00 FFL 125.00 +RL124.48
>
0
0
12
125.20
SW
125.10
FFL 125.00 FFL 125.00
>
.30
0
4.8
50+ 5.8%
125
RL125. +RL124.485.8%
12
EMT
SW
30 29 28 27 26 25 24
124
36 35 33 32 31
+RL124.95
34
1.0%
>
.70
1.0%
124.5
>
SW
.70
124
SW
G SP
CUT OFF DRAIN AT BOTTOM OF
>
STAGE 2 0.5mSTEP 0.5mSTEP STAGE 40.5mSTEP BATTER TO DIRECT LANDSCAPE
25.10
0.5mSTEP 4.6% 4.6
0
5.00
4.6%
OOHH
12 AREA TO PIT / TAYLOR COURT ROAD.
SW
>
.90
121
0+
RL125.0 +RL124.58
124
.80
1.0m OFF BOUNDARY
SW
0
1975
4.5
OOHH
124
.70
12
124.0
12
1 IN 4 MAX
>
124
4.
60
+RL1 250mm DEEP
OOHH
12 13 14 15 16 17 18 19 20 21 22 23 23.5
SW
0
>
.40
24
SW
OOHH
1
17
1.6%
12
>
OOHH
+RL124.65
4 .5
0
FFL 124.50 4.3
0
SW
12
FFL 124.50 FFL 124.50 6.1m +R
OOHH
L12
>
RL124.50+ 2.1%
SW
FFL 124.50 4.1
5
20
H0.0+ +TW124.50 12
4.
OOHH
4.
12
>
40
1.4% 3.5
SW
1.4% 12
OOHH
0 SW
124.50 4.1
RL124.00+ 12
>
+RL124.45 +RL124.45 +RL124.45 +RL124.45 +RL124.45 +RL124.45 +RL124.45 +RL124.45 5.4% .00
124
124.40
+RL124.33 124.40
OOHH
124
.40
L
SW
124.40 12
4.3 +R
SW
>
7.2%
0 124.40 124.30 0
9%
124.30 4.0
%
OOHH
124
3.68 12
4.8%
.30
1.6
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