Original source · versioned page text
Attachment 7 - Civil Drawings_LR
Original PDF page 13, section 2. The text section number identifies this passage in the reader.
RL7.0
- AS-CONSTRUCTED SURVEY
7.2
14
7.57
IL6.6
B
7.3
2
W
7.4
- CCTV SURVEY
7.51
1
11
D
RL7.1
6.9
3
7.50
RL7.1
- MATERIAL TEST RESULTS
STREET
13
S
7.0
6.25
kl 7.44
16. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA
12
7.24
RL7.50
6
.0
7.34
C1
RL7.2
12
RL7.2 7.38
PROJECTS STANDARD SPECIFICATION.
T
7.40 6.80
ge
RL7.30
RL7.30 PROPOSED BIORETENTION 7.1 Ø4
rid
7.51
D
B 50 17. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS
BASIN '1' REFER DWG WQ01
cl 7.63
RL7.3
RL7.3 B
Ø300
AVAILABLE FOR THE CONTRACTOR VIA COMPUTER MODEL
7.36
FOR DETAILS B
7.2
C1
FL 7.41
EX STW Ø900
PROVIDED BY ALTA PROJECTS. HOWEVER, ALTA PROJECTS
Transformer enclosure
kl 7.42
W
23
ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM
7.3
D
7.60 .
12
9
7.46
.5
ge Survey control station
10
rid
THE DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE
TG
S
O/s 9.17
IL5
B
BUS PARKING CORRECT COORDINATES WITH THE MANHOLE SETOUT DATA
7.4
FL 8.25 25
B 7.
.75
T
C1
7.30
B
PROVIDED ON THESE DRAWINGS.
Lot 257 MCH 4891 B
C1
E 7.30
OUT SIEVE SIZE (mm) WEIGHT PASSING (%)
1 75.0 -
W
6.25
ExIL4.904 ExIL4.909
D
3
cl 7.56 E FL 7.41
19.0 100
kl 7.35
B
D
6.25
S
7.57
B 6.74 3
AT1
C1
7.25
7.48
O/s 3.23
7.34
B 9.50 -
T
E
B RL6.70 RAISE EXISTING STW PIPE
PROPOSED 203kL
C1
6.86
7.53
TO SUIT DESIGN SURFACE 2.36 50 - 100
ATTENUATION TANK. REFER
6.00
LEVELS WITH NEW 0.60 20 - 90
DWG D04 FOR DETAIL 6.93 TANK
6.97 IMPERVIOUS CLASS 'D'LID 0.30 10 - 60
W
B BASE
D
RL7.29 RL7.51 IL4.85 0.15 0 - 25
6.8
B
D
S
C1
7.54
RL7.54 B 0.075 0 - 10
E
B
C1
T
Ø300
cl 7.49 kl 7.28
1 OUT BEDDING MATERIAL GRADING LIMITS
6.9
6.7
7.41
6.74
10 10
PRODUCTION
7.21
Ø750 PROPOSED 1500dia ALL WORKS TO BE CARRIED OUT IN
7.06
7.50
B
W
7.0
RL7.5 B
OUT MANHOLE WITH
RL7.25 RL7.47 BUS PARKING
C1
D
ACCORDANCE WITH COUNCIL
EX STW Ø900
B RL6.75 RL6.60
D
S
2 ExIL4.80 IMPERVIOUS CLASS 'D' LID
IL5.15
6.94
7.1
B
C1
GUIDELINES
E
6.78
CONSTRUCTED OVER
Lot 274 MCH 4891
T
EX SEW Ø150
1
EXISTING Ø900 STW PIPE
7.2
FL 0.00
4 RL7.00
7.3
cl 7.47
kl 7.22 B
B 6.63 6.60
RL6.70
Emergency bus park
C1
W
TOP OF WALL
il PIT
5.957.18
RL6.70
B
Ø750
TOP OF WALL
D
7.4
kl 7.21
7.11
B RL6.85
RL6.85
C1
D
S
OUT
E
PROPOSED BIORETENTION
Ø300
RL6.55 3
T
7.30 RL6.55
D
BASIN '2' REFER DWG WQ01
6.65
1
B6.75 FOR DETAILS 2
IL5.25
kl 7.19
B
C1
PIT 7.15
30 RL7.3
7. BIOBIO ExRL5.80
M
W
ExRL5.80
TB BASIN
BASIN
D
RL6.05
OUT
APPROX.
RL7.5 RL6.80 RL6.05 0 4 8 12 16 20
ExIL4.69
S
cl 7.42 6.78 6.78
RL6.80
6.424
7.08
(TBC)
RL7.30
E
6.65
6.54 6.37
6.00
kl 7.18
6.30
EXISTING STORMWATER
6.75
6.25
ExRL6.7 SCALE 1:200 (A1), 1:400 (A3)
6.50
TOP OF WALL
ExRL7.25 ExRL6.75 ExRL6.7
TOP OF WALL
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