Original source · versioned page text
S12884-210412-Store Local Stage 3 -For Approval
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
PROPERTY BOUNDARY
PROPOSED BUIDING
]
S[C
LOT 280
8.0
//
SP 104321
W
8.25
S[C]
OH[C]
LOT 280
T[C]
1.0m
//
//
//
ON
FREEBOARD
(E993.312; N5066.093)
W
(E993.348; N5111.837)
SP104321
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
CH21.119 FS9.250
// //
EXISTING
CH14.381 FS9.811
// // // //
T[
// // // // // // //
// // // //
SURFACE
Y |
ROAD RESERVE
8.50
7.7
8.00
7.50
7.5
8.25
S[C]
11.75
5
W
|
CH40.000
OH[C]
CH20.000
CH30.000
T[C]
Q100 WSL
CH10.000
1in4 M
Y
AX.
AX. 1in4 M
10.75
10.2
11.75
10.5
TEMPORARY BATTER GREATER THAN 1 in 1.
10.0
11.0
9.75
|
11.25
9.25
9.00
9.50
Y
5
0
CONTRACTOR TO SEEK GEOTECHNICAL ENGINEER FORTOADVICE (TYP.) POSSIBLE SHORING REQUIRED.
0
0
SWALE TIE NEATLY
]
PROVIDE 75mm
T[C
|
INTO EXISTING TEMPORARY 1 IN 1 MAX. BATTER. TOPSOIL AND TURF
Y
S[C]
|
W
T[C] T[C]
TYPICAL SWALE EAST
Y
OH[C] T[C] // // // // // // // // // // // // // // // // //
OH[C] 5 0
11.0
EP T[C] 11.5 10. 10. 9.5 9.0 8.5 8.0
|
FOR SWALE WEST DETAIL. REFER TO DRAWING CE14. SCALE NTS
Y
FH
| //
S[C] S[C] S
Y
S[C] S[C] S S S S S S S S S S S S S S
//
OH[C]
|
REFER DRAWING S12884-CE14 FOR
Y
W
SWALE EAST CROSS SECTION. TEMPORARY 1 IN 2 MAX. BATTER.
LEGEND
|
T[C]
Y
S
OH[C] EXISTING ELECTRICAL OVERHEAD
S[C]
W
T[C] EXISTING TELECOMMUNICATION
7.25
//
SWALE EAST
OH[C]
S
SCALE 1:100 SW[C] EXISTING STORMWATER DRAINAGE
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) 0.055
S PROPOSED SEWERAGE MAIN
TO DRAWING S12884 - CE12. FOR SWALE CATCHMENT PLAN REFER TO DWG S12884-CD02
W PROPOSED WATER MAIN
EXISTING CONCRETE
T[C]
OH[C]
W
//
7.50
PROPOSED SEWER EASEMENT
S
S[C]
EP
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