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Attachment 7 - Civil Drawings_LR
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
O/s 7.11
LEGEND
S
EW02
GENERAL NOTES:
kl 7.70 tw 8.37 tw 8.72 tw 8.64 8.00 tw 8.32
RL7.20
tw 8.07
8.00
8.0
7.75 8.00
7.75
1
O/s 0.15
O/s 0.13
7.75
7.50
0
7.75 7.50
RL7.91 RL7.94 7.75
RL7.69 RL6.85 7.50
PROPOSED EARTHWORKS CUT 1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND SHOWN ON THE
7.1
7.10
7.90
7.94
7.2 DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO LIAISE WITH THE RELEVANT
RL7.20 RL7.10 RL7.02
7.25
7.23
7.75
6.87
D
SERVICE AUTHORITY PRIOR TO COMMENCEMENT OF CONSTRUCTION TO DETERMINE
cl 7.90
T
7.00
7.1 PROPOSED EARTHWORKS FILL
kl 7.66
7.47 7.33 7.1
6.75
THE LOCATION AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE CONTRACTOR
RL7.3 RL7.2
6.50
EB 7.75 EB 7.77
SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES.
E
6.40 6.31
RL7.86 RL7.89
S
RL7.64 RL7.3 7.29 7.28 7.2 7.09
'RW1/RW2' PROPOSED CONCRETE SLEEPER
RL7.8 RL7.15 2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR ROADWORKS,
RETAINING WALLS REFER EW04 FOR
7.38
RL7.3 7.26 PROPOSED CONCRETE DRAINAGE WORKS, SERVICE CONDUITS ETC. PRIOR TO BACKFILLING. ALL SURVEY TO
DETAILS
kl 7.63 EB 7.71
7.35 7.01
SLEEPER RETAINING BE CARRIED OUT BY A LICENCED SURVEYOR TO THE REQUIREMENTS OF THE
EB 7.71
RL7.1 RL6.96 6.2
5
WALL 'RW1' REFER 50
D
1
T
.
RL 5 ENGINEER.
6.97
7.50
7.36 7.22
DETAILS 6.26 PROPOSED DESIGN SURFACE LEVEL
E
7.74 8.02
RL7.3
8.00
7.75
2
7.82
RL7.15 FINISHED SURFACE CONTOUR 3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL SURVEY,
WASH
7.73 7.41 7.41 7.27
'RW1'
S
cl 7.82
RL7.3 7.37
THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION MAY BE VARIED BY THE
DOWN
6.18
EXISTING SURFACE CONTOUR
3
7.42
SUPERINTENDENT ON SITE.
7.0
kl 7.59
7.7
7.34
7.0
7.45
7.6
7.20
7.50
7.27
BAY
7.40
7.5
SITE PREPARATION NOTES:
23
7.25
EXISTING OVERHEAD ELECTRICAL
FL 8.31
7.4
7.54 7.46 E/OH
7.3
FL 7.61 7.00 6.95
4
7.2
D
T
RL7.3 E/UG EXISTING UNDERGROUND ELECTRICAL 1. THE PLATFORM SHALL BE CLEANED, GRUBBED,STRIPPED & ROLLED WITH AN 8 TONNE
RL7.23 EXISTING BUILDING
22
7.25
1 AXLE LOAD, ANY LOOSE SUBGRADE SHALL BE EXCAVATED AND REPLACED WITH
5
T EXISTING TELSTRA RETICULATION
kl 7.55
RL7.75
O/s 8.06
CARPARK WORKSHOP GROUND FLOOR
MATERIAL THAT WILL COMPACT TO A LEAST THE STANDARD BELOW.
FFL6.0
S
6
EW02 RL7.59RL7.45 EXISTING STORMWATER DRAINAGE
.2
21
D
Lot 256 MCH 4539 FFL7.35
13
7.70
RL6.90
ge
6
rid
D
RL7.59 RL7.81 RL7.84 FL 0.00
W EXISTING WATER RETICULATION 2. FILL SHALL BE GRANULAR SOUND MATERIAL OF SOAKED CBR15 (MINIMUM), FREE OF
7.25
20
7.69
S EXISTING SEWER RETICULATION ANY ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
OFFICE
SLMH - 6.54
D
T
G EXISTING GAS MAIN
19
IL - 4.57
cl 7.04
7.74 7.59
RL7.23 FFL7.35 RL7.00 RL7.00 3. PLACED IN 200mm MAX LAYERS AND COMPACTED IN CASE OF COHESIVE MATERIALTO
RL7.50RL7.38
6.25
A DRY DENSITY RATIO OF 98% OF THE MAX DRY DENSITY AS DETERMINED BY AS1289
kl 7.50
RL7.07 FL 7.43 EXISTING STORMWATER EXISTING TREE
RL7.50 RL7.72 RL7.75 RL6.87 5.1.1 (STD COMPACTION) IN CASE OF COHESIONLESS MATERIAL TO A DENSITY INDEX
W PIT TO BE RAISED AS
O/s 3.17
W W OF 75% AS DETERMINED BY TESTS E6.1 OF AS1289.
RL7.3
7.65
W W REQUIRED
D
kl 7.49
W W
EXISTING SEWER
18
8
.8
0
6.83
10
7.5
90° 00' 00"
FL 7.42
63500 mm
ge
0
7.53
'RW1'
4. THE EXCAVATION IS TO BE MAINTAINED IN A DRAINED STATE FOR THE PERIOD OF
7.5
MANHOLE TO RAISED
rid
7
RL7.3
O/s 3.90
kl 7.48 7.55
AS REQUIRED CONSTRUCTION VIA THE USES OF TEMPORARY SUMPS & PUMPING TO DISCHARGE TO
17
7.65
7.25
W
D
7.50
6
THE EXTERNAL STORMWATER SYSTEM.
.0
7.1
7.49
10
8
TG
S
RL7.25 7.32
16
RL7.25
5. ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE OR
7.0
7.5
7.49
T
9
7.31
SHORED VIA SHEET PILING OR OTHER APPROVED METHODS.
6.9
D
15
RL7.00
6.50
6.50
7.49
RL6.7 RL6.80
10
RL7.00 RL6.7
RL6.95 EARTHWORKS NOTES:
C1
7.1
7.48
RL7.0
RL7.0
7.2
14
7.57
B
7.3
W
7.4
1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES
7.51
11
D
RL7.1
6.9
7.50
RL7.1
DETAILED. ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
STREET
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