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Approved Plans - OPW21/0103
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Log in to see the plans as drawn PROPERTY BOUNDARY
PROPOSED BUIDING
]
S[C
LOT 280
8.0
//
SP 104321
W
8.25
]
| Y Y Y
S[C
| | |
OH[C]
LOT 280
Y
T[C]
1.0m
//
//
//
ON
|
FREEBOARD
(E993.312; N5066.093)
W
(E993.348; N5111.837)
SP104321
Y
11.50
0.195
CH45.744 FS7.764
|
8.75
CH24.639 FS9.004
CH45.000 FS7.779
CH2.000 FS11.477
CH34.617 FS8.342
7.25
CH0.000 FS11.627
CH41.060 FS7.903
CH8.752 FS10.430
CH5.997 FS10.678
C]
CH4.008 FS11.075
CH28.371 FS8.817
Y
CH21.119 FS9.250
EXISTING
// //
CH14.381 FS9.811
// // // //
T[
// // // // // // //
// // // //
SURFACE
|
ROAD RESERVE
8.50
Y
7.7
8.00
7.50
8.25
]
S[C
11.75
5
W
|
CH40.000
OH[C]
CH30.000
CH20.000
T[C] Q100 WSL
Y
CH10.000
1in4 M AX.
AX. 1in4 M
10.75
10.2
|
11.75
10.5
10.0
11.0
9.75
11.25
9.25
Y
9.00
9.50
5
0
0
0
] W W W W W W W W W W W W W W W W W W W W W W W PROVIDE 75mm
T[C
|
TEMPORARY 1 IN 1 MAX. BATTER. TOPSOIL AND TURF
Y
SWALE TO TIE NEATLY
|
INTO EXISTING
S[C]
W
Y
T[C]
OH[C]
T[C] // //
5
//
0
// // // // // // // // // // // // // //
TYPICAL SWALE EAST
11.0
10. 10. 9.5 8.5 8.0
|
EP T[C] 11.5 9.0
FOR SWALE WEST DETAIL. REFER TO DRAWING CE14.
Y
SCALE NTS
FH
|
//
Y
S[C] S[C] S S S S S S S S S S S S S S S S
//
|
OH[C]
REFER DRAWING S12884-CE14 FOR Y || Y | Y | Y
SWALE EAST CROSS SECTION. TEMPORARY 1 IN 2 MAX. BATTER.
LEGEND
W
T[C]
TEMPORARY BATTER GREATER THAN 1 in 1.
CONTRACTOR TO SEEK GEOTECHNICAL ENGINEER FOR ADVICE (TYP.) POSSIBLE SHORING REQUIRED. OH[C] EXISTING ELECTRICAL OVERHEAD
S[C]
T[C] EXISTING TELECOMMUNICATION
7.25
//
OH[C]
//
SW[C] EXISTING STORMWATER DRAINAGE
SWALE EAST
SCALE 1:100 S[C] EXISTING SEWERAGE MAIN
CHANNEL PROPERTIES - SWALE EAST
EXISTING SEWERAGE MAIN TO BE
S
DESIGN Q100 (m3/s) 0.005 ABANDONED
MANNINGS (n) 0.035 W EXISTING WATER MAIN
LONG SLOPE (m/m) 0.002 (FLATTEST GRADE)
10.000 EXISTING MAJOR CONTOURS
VELOCITY (m/s) 0.398
NOTE: DV PRODUCT (m2/S) 0.020 10.000 PROPOSED CONTOURS
FOR EARTHWORKS NOTES REFER FLOW DEPTH (m) See the original
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