Original source · versioned page text
Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
Original PDF page 33, section 1. The text section number identifies this passage in the reader.
STAGE LEGEND PROPOSED DRAINAGE PIT SW SW SW EXISTING STORMWATER LEGEND
STAGE 1 BOUNDARY +RL124.95 PROPOSED FINISHED LEVEL RM RM RM EXISTING SEWER RISING MAIN EXISTING LOT BOUNDARY
S S S EXISTING SEWER LINE 125
STAGE 2 BOUNDARY EX 124.80 EXISTING LEVEL .50 EXISTING CONTOUR (INTERVAL 0.20m)
STAGE 3 BOUNDARY 2.3% GRADE W W W EXISTING WATER MAIN
PROPOSED CONCRETE DRIVEWAY
STAGE 4 BOUNDARY OH OH OH EXISTING OVERHEAD ELECTRICAL
1 STORMWATER PIT NUMBER
STAGE 5 BOUNDARY 122 PROPOSED BUILDING
1 .00 PROPOSED CONTOURS
PROPOSED EASEMENT PROPOSED BIO RETENTION BASIN
SW SW SW PROPOSED STORMWATER
PROPOSED DRIVEWAY CROSSOVER
PROPOSED GALV STRIP DRAIN
EXISTING EASEMENT
> > > > > PROPOSED STORMWATER SWALE
/ / / / / / / EXISTING FENCE
PROPOSED RETAINING WALL
+RL126.00
+RL126.00
+RL125.00
+RL126.50
+RL125.50
+RL124.00
+RL124.50
+RL127.00
+RL126.00
2.0m HEIGHT 1.0m HEIGHT 1.0m HEIGHT
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
>/
/
FFL 125.00 STAGE 3 STAGE 5
/
FFL 125.00 FFL 125.00
2.0m HEIGHT 7.0
FFL 125.00
/
/ >
/
/
12
/
/
/
/
37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54
>/
/
00 +
/
RL127.
/
/
/ >
.5
/
/
6
12
/
/
300Ø SWD LINE
/
/
125.00
>/
0.70 + +RL124.95 +RL124.95 +RL124.951 +RL124.95 +RL124.95 +RL124.95 +RL124.95
L = 30.4m +RL124.95 +RL124.95
/
6.0 375Ø SWD LINE +RL124.95
/
/
12 1 2 24.90 2 1 1
1.7%
G - 1.2%
3.1%
3.1%
1.7%
1.0%
3.1%
+TW125.70 300Ø SWD LINE
1.0%
L = 30.6m
5.2%
/ >
124.90
3.1%
/
.90
4.5%
/
/
124 124.90
124.90 1.0%
3.6%
.80 2 3 1
1.3% 2 G - 1.2% L = 13.1m
124
3
/
/
/
124.80
/
TW 126.40+ +RL124.88 5 +RL124.73 +RL124.88 G - 1.5%
%
. 0 0
+RL124.73 +RL124.68
>
+RL124.73 125 1.0% 124.8 124. 4 . 8
+RL124.83 1.0% +RL1
/
12 +RL124.73 1.0%
2.0
SW SW SW SW SW SW SW 80 SW SW SW SW SW SW SW
1.0%
/
SW 1.0% SW 23.0
/
/
1.0% SW +RL124.83 S W 1.0% 0
0.70 + 1.0%
124 SW S W 0 1.0 % SW
.80 SW +RL124.83 8 See the original
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