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RFI (rec. 5.06.26) 2567 - Appendix B - Site-Based Stormwater Management Plan (SBSMP) (Ver. 2)
Original PDF page 33, section 5. The text section number identifies this passage in the reader.
3.70
9%
0
SW
4/ .
20 / 1 SW
4.38 12 123.50
/
/
/
/
124.20 / /
1.20 1 +RL12 RL 12 3.60
/
/
1 1 1.0% / 124
10 123.40 +RL1
OOHH
1 +
/
SW
12
/
/ / 3.5
0
.
123
>
124.00
+RL124.00 +RL123.90124.00 / / / SW 123.30 23.2 PIT 1-5
10%
/
+RL124.18
/
+RL124.05 +RL124.08 / / / +RL124.23 12 0 0
10
+RL124.13 3.4
RL
/
/ / 123.20
SW SW
/
SW SW SW SW SW SW SW SW SW SW SW SW SW
4.
SW SW SW SW SW SW SW 12 300WIDE HD GALV STRIP
OOHH
900Ø SWD LINE 0
12
4.00 24.00 / 3.3
12 1
1.0% / +RL124.28
/
1.0% / 1.0%
/
+RL123.85
12 1.0% 1.0% 124. / 12 .20 / / .10/
123
>
1.0% / /
00
20 /
/
0 / 3 / / DRAIN. ACO OR EQUIV SL
L = 5.9m 124.2 /
/
2
2.5
124.10 1.0% / 0 /
4.
124.10 / 1 123.00
/ 3.1
OOHH
5.0%
SW
/
12
2.0%
/ / 12
1.5%
/
1.0%
2.0%
3.3%
/
90
1.0%
%
G - 1.2% / / 123.05 IL 122.85
22.
124.3 /
1 / .00
/
/
SW
/
.90
124.20 124.20 0 / /
/ 1/ 23 1 /
RL
OOHH
123
/
124.30
H1.10+ +TW124.10 +RL123.80 0
SW
124.30 124.30 12 2.9
+RL124.35 +RL124.45 +RL124.35 +RL124.35 +RL124.35
/
/
RL123.00+ 900Ø SWD LINE 123.80 124.40 124.40 124.40 2.8
0
OOHH
+RL123.80 +RL123.80 600Ø SWD LINE / 12 INV122.75 PIT 1-6
/
0+ 900Ø SWD LINE 750Ø SWD LINE 750Ø SWD LINE
SW
TW122.8 L = 5.4m L = 15.4m 600SQ TYPE 2 FIELD INLET
OOHH
SW
G - 1.2% L = 20.2m L = 22.1m L = 25.0m
/
0+ 13 G - 1.0% STD REFER DRG DS-050.
1 2 2 . 5 G - 1.2% G - 1.2% G - 1.0% See the original
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