Original source · versioned page text
2576 - SBSMP-01 (Feb 2026)
Attached to the e-mail Fw_ Email 2 of 3 - DA lodgement - 18 Taylor Ct Cooroy Lot 2SP197518 - Combined MCU_ OPW_ RAL under CTS (Pt 2).msg.
Original PDF page 33, section 10. The text section number identifies this passage in the reader.
/
4.
1
>
124.10 / 123.00
/ 3.1
>
OOHH
5.0%
3.3%
/
12
2.0%
/
>
G - 1.2% / 12 ACO OR EQUIV SL 123.05 IL 122.85
1.0%
1.5%
/
1.0%
>
2.0%
/
.90
%
/
>
124.3 / /
1 /
SW
.00
/
122
/
/
.90
124.20 124.20 0 / /
/ 1/ 23 /
RL
OOHH
123
SW
/
124.30 .90
H1.10+ +TW124.10 +RL123.80 124.30
+RL124.35 124.30
+RL124.45 +RL124.35 +RL124.35 +RL124.35 122 PIT 1-6
/
/
RL123.00+ 900Ø SWD LINE 123.80 124.40 124.40 124.40 2.8
0
600SQ TYPE 2 FIELD INLET STD
OOHH
+RL123.80 +RL123.80 600Ø SWD LINE / 12 INV122.75
/
.8 0 + L = 5.4m 900Ø SWD LINE 750Ø SWD LINE 750Ø SWD LINE REFER DRG DS-050.
TW122
SW
L = 15.4m
13
OOHH
G - 1.2%
SW
L = 20.2m L = 22.1m L = 25.0m
/
G - 1.0%
50+
RL122. 5+
G - 1.2% G - 1.2% G - 1.0%
T
UR
125x75x3 RHS GALV RHS
OOHH
DETENTION TO RL 122.85 1
/
/
.1
TW123 5+ 500cum O OR Ø100uPVC SN10
SC
H0.6
/
OOHH
/
PIPES TO KERB.
11 10 9 8 7 6 5 4 3 2 1 125x75x3 RHS GALV RHS
O R 3 x KERB ADAPTORS AS PER
/
/
L
OOHH
/
AY
OR Ø100uPVC SN10 IPWEAQ STD DRG RS-081.
270sqm BIO
/
SW
T IL 122.80
/
PIPES TO KERB.
OOHH
50+ RETENTION BASIN
STAGE 1
SW
3 x KERB ADAPTORS AS PER
RL121. 0+
p:\2576-18 taylor ct, cooroy\02 design\01 acad\c300 swd drainage plan.dwg
/
E
/
SL121.15
TW122.8 + FFL 124.40 IPWEAQ STD DRG RS-081.
OOHH
SW
/
EMT AA
TW12315+ +H2.00
TW123.15+ +H2.00
IL 122.73
TW123.15+ +H2.00
/
H1.6 FFL 124.40
/
SW
OOHH
/
SW
SP316697
/
/
RL123.30+
RL123.00+
/
RL123.30+
OOHH
H0.65+
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