Original source · versioned page text
Approved Plans - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
Original PDF page 22, section 5. The text section number identifies this passage in the reader.
23.20
>
124.00 / /
+RL124.00 +RL123.90124.00 L12
/
SW 123.30
10%
/
+RL124.18 / +RL124.23
/
+RL124.05 +RL124.08 / / 12 0
10
+RL124.13 3.4
/
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SW SW SW SW R 123.20
/
SW SW SW SW SW SW SW / SW SW
4.
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+RL123.85 1.0% 1.0% 124. / 12 .20 / / .10/
123
>
1.0% / /
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2
2.5
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4.
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12
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2.0%
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/ /
22.
124.3 / /
SW
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/
/
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124.20 124.20 0 / /
/ 1/ 23 1 /
RL
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123
SW
/
124.30
H1.10+ +TW124.10 +RL123.80 124.30 124.30 122
.90
+RL124.35 +RL124.45 +RL124.35 +RL124.35 +RL124.35
/
/
RL123.00+ 123.80 124.40 124.40 124.40 2.8
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+RL123.80 +RL123.80
/ 12 INV122.75
/
1 2 2 .8 0+
SW
T W
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SW
EXISTING RETAINING NOTE
/
50+
RL122. 5+ WALL TO BE REMOVED
R T CUT AND FILL SHADING REPRESENTS
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DETENTION TO RL 122.85
/
OU
/
.1
TW123 5+ 500cum EARTHWORKS BETWEEN NATURAL SURFACE
H0.6
C
/
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/
11 10 9 8 7 6 5 4 3 2 1 R S AND 300 BELOW FINISHED SURFACE LEVELS.
O
/
p:\2576-18 taylor ct, cooroy\02 design\01 acad\c100-c120 bulk earthworks plan.dwg
/
L
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/
TAY
4
270sqm BIO
/
SW
/
C120
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50+ RETENTION BASIN
SW
RL121. 0+
/
E
/
SL121.15
TW122.8 + FFL
SW 124.40
OOHH
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