Original source · versioned page text
A6880 - Eng - June 2024
Original PDF page 13, section 2. The text section number identifies this passage in the reader.
RL7.0
RL7.0 RL6.95
14
7.2
1 - AS-CONSTRUCTED SURVEY
IL6.6
7.57
7.3
W
7.4
2
11
7.51
- CCTV SURVEY
D
1
6.9
7.50
RL7.1
RL7.1 3 - MATERIAL TEST RESULTS
STREET
13
S
7.0
6.25
kl 7.44
12
16. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA
6
7.24
.0
RL7.50 7.34
12
T
RL7.2 7.38
RL7.2 6.80
ge
RL7.30 7.40
7.1 PROJECTS STANDARD SPECIFICATION.
rid
7.51
RL7.30 PROPOSED BIORETENTION Ø4
D
cl 7.63
BASIN '1' REFER DWG WQ01 50 17. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS
RL7.3
Ø300
RL7.3 7.36
AVAILABLE FOR THE CONTRACTOR VIA COMPUTER MODEL
7.2
EX STW Ø900
FOR DETAILS FL 7.41
kl 7.42 PROVIDED BY ALTA PROJECTS. HOWEVER, ALTA PROJECTS
W
7.3
D
3
.2
7.60
ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT FROM
9
7.46 12
.5
Survey control station
10
ge
rid
TG
S
THE DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE
Transformer enclosure
O/s 9.17
7.4
IL5 CORRECT COORDINATES WITH THE MANHOLE SETOUT DATA
FL 8.25
7.
25
BUS PARKING .75
T
7.30
PROVIDED ON THESE DRAWINGS.
E 7.30 Lot 257 MCH 4891
OUT SIEVE SIZE (mm) WEIGHT PASSING (%)
W
1 -
6.25
75.0
ExIL4.904 ExIL4.909
D
cl 7.56 FL 7.41
kl 7.35
E
3
D
6.25
S
7.57
19.0 100
7.25 6.74 3
O/s 3.23
7.48 7.34
AT1 9.50 -
T
E
6.86 RL6.70 RAISE EXISTING STW PIPE
7.53 PROPOSED 203kL 2.36 50 - 100
TO SUIT DESIGN SURFACE
6.00
ATTENUATION TANK. REFER
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
BASE
D
RL7.29 RL7.51
6.8
0.15 0 - 25
D
IL4.85
S
7.54
E
RL7.54 0.075 0 - 10
T
Ø300
cl 7.49 kl 7.28
1 OUT BEDDING MATERIAL GRADING LIMITS
6.9
6.7
6.74
10 10
PRODUCTION
7.41
7.21
Ø750
7.50
7.06
PROPOSED 1500dia ALL WORKS TO BE CARRIED OUT IN
W
7.0
RL7.5
D
RL7.25 RL7.47 OUT MANHOLE WITH
BUS PARKING
EX STW Ø900
ACCORDANCE WITH COUNCIL
D
S
RL6.75 RL6.60 ExIL4.80
IL5.15
7.1
6.94
2 IMPERVIOUS CLASS 'D' LID
E
6.78
CONSTRUCTED OVER GUIDELINES
T
EX SEW Ø150
Lot 274 MCH 4891 1
7.2
FL 0.00 EXISTING Ø900 STW PIPE
4 RL7.00
7.3
kl 7.22
cl 7.47
Emergency bus park
6.63 6.60
RL6.70
W
il PIT
5.957.18
RL6.70
TOP OF WALL
Ø750
D
7.4
TOP OF WALL
kl 7.21
7.11 RL6.85
D
S
RL6.85
OUT
E
Ø300
PROPOSED BIORETENTION RL6.55
T
7.30 RL6.55
3
D
6.65
BASIN '2' REFER DWG WQ01 1
6.75 FOR DETAILS 2
IL5.25
kl 7.19
PIT 7.15
30
7. RL7.3 BIOBIO ExRL5.80
W
M ExRL5.80
TB
BASIN
BASIN
D
APPROX.
RL6.05
OUT
ExIL4.69
S
cl 7.42 RL7.5 7.08
6.78 6.78 RL6.80
RL6.80 RL6.05 0 4 8 12 16 20
(TBC)
6.424
E
RL7.30 6.65
6.54 6.37
6.00
kl 7.18 6.75
6.25
6.30
EXISTING STORMWATER
6.50
ExRL6.7
ExRL6.7 TOP OF WALL SCALE 1:200 (A1), 1:400 (A3)
ExRL7.25 ExRL6.75 TOP OF WALL
6.75
ExRL6.25
5
7.22
RL6.85 6.2
ExRL6.25 PIT TO REMAIN
7.25
RL6.85
S S S S S See the original
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