Council archive · source document
Stormwater Management Plan -OPW (A) · OPW25/0042
Plans and drawings: the text below has words only, no drawings.
Original PDF page 25, section 5. The text section number identifies this passage in the reader.
11.8
RL
12
ALL ROOFWATER TO BE PIPED
14
13
Ex
.78
RL
.75
RL
18
RL
13
13
14.40
14.60
14.20
12
13.80
14.00
.70
12.9
.83
14
6
W
VERGE/FOOTPATHS TO BE
TO RIP'S/RWHT VIA SEALED
SE
xR
20
8 EXISTING PADMOUNT
L1
14.00
REPROFILED TO SUIT
2.6
RL
RL
79
D
12
12
13
PIPE SYSTEM TO HYDRAULIC
.0
TRANSFORMER
.0
.5
OVERLAND FLOW PATH LEVELS 1 13
Ex
S
RL
12
W
FFL13.5= 13.0
S
.26
2
CONSULTANT SPEC.
W
13
RL RL1
12 2.5
Ex
1
.25 9
12 4
BA L13
SE .0
R
RL
Ex
12
TW
OF
12
Ex
W
.78
RL
13
PM
RWHT
.23
12
T
| | | | | | |
.51
| | 13.0
DRAINAGE NOTES: 12. STORMWATER PITS AND MANHOLES TO BE PRECAST ITEMS TO SUIT
13
13.0 |
15
17
13 300kL RAINWATER HARVESTING TANK NOMINATED CLASS & DEPTH UNLESS NOTED OTHERWISE
|
D
11
|
D6
S 12.5
|
16
14 12 TO HYDRAULIC CONSULTANTS SPEC. 1. ALL STORMWATER CATCHMENT NAMES ARE AS PER THE STORMWATER 13. ALL PIPEWORK TO BE CUT BACK FLUSH WITH PIT WALLS AND SEALED USING
D
EXISTING Ø300 TO
||
12.0
PITS THEY CONTRIBUTE TO.
S
| | |
D06 12.5 BE TAKEN 11.5
UP 11 EPOXY MORTOR
13
H 2. REFER DRAWINGS /CA01 FOR STORMWATER CATCHMENTS AND 14. ALL PIT BASES TO BE RENDERED TO FALLS USING EPOXY MORTOR SUCH
|
AT
OWP
19
| | | || |
FL 0
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Ex
R L1 10 CALCULATION TABLES. THAT THEY ARE FREE DRAINING
| | | | | |
0.5
11.2
| | | | | |
RL
AND RL 0
S
10
RCB
RL 3. UNLESS NOTED OTHERWISE ALL PIPES ARE R.C.P. CLASS 3, R.R.J.
.85
15. CONTRACTOR TO SUBMIT THE FOLLOWING MINIMUM QUALITY ASSURANCE
OVE
BIO BA
SIN
3.4m 12 11
RL10.45
PROPOSED BIORETENTION BASIN '1' 4. UNLESS NOTED OTHERWISE ALL STORMWATER MANHOLES ARE TO BE DOCUMENTATION UPON COMPLETION:-
C
| |
12.0
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
1200
D
| || | & RAPID INFILTRATION CULVERT 'RIC' STD 11050
0 DIA - AS-CONSTRUCTED SURVEY
D
| 9REFER D09 & WQO1 FOR DETAILS
LEGEND: |
10 5. CONSTRUCTION TRAFFIC1TO
18
.20
1 BE EXCLUDED FROM PIPEWORK
11.5 L11
- CCTV SURVEY
w
R
S
13
5
12
x 45
10.8
TRENCHES UNTIL SUCH TIME AS PAVEMENT OVERLAY IS COMPLETE &
12 D7
RL WEIR LE
- MATERIAL TEST RESULTS
20
0 VE
11.0 RL1
1.2
.5 8.5
RL 10.85 L
9 WRITTEN APPROVAL IS RECEIVED FROM THE SUPERINTENDANT
0h
.70 L8
10 Ex
R RL
14 16. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS
D06
RL Ex
Ex
PROPOSED BIORETENTION AREA 10.5
9 6. WHERE IT IS IMPRACTICAL TO EXCLUDE CONSTRUCTION TRAFFIC ALL STANDARD SPECIFICATION.
S
AT H 10 EXISTING CONCRETE WHEEL LOADS MUST BE CONFINED TO 20mm STEEL BRIDGING PLATES 17. 15
OWP ROADWORKS AND DRAINAGE SET-OUT
17 INFORMATION IS AVAILABLE FOR THE
D FL FOOTPATH TO BE
10.0
AS DETAILED 16
|
.50 PROPOSED DESIGN AN CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA PROJECTS.
ERL
D
|
RECONSTRUCTED
RL 5 V
D
SURFACE LEVEL 4m O 9 S 7. BEDDING/HANCHING MATERIALS & BACKFILL TO BE COMPACTED IN HOWEVER, ALTA PROJECTS ACCEPTS NO RESPONSIBILITY FOR INCORRECT
9
S
1 S LAYERS NOT EXCEEDING 150mm THICK USING VIBRATING PLATE OR SETOUT FROM THE DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE 19
11 SIMILAR COMPACTILE EFFORT. HYDRAULIC COMPACTION ALONE IS CORRECT COORDINATES WITH THE MANHOLE SETOUT DATA PROVIDED ON
FINISHED SURFACE CONTOUR 9 S S S
UNACCEPTABLE. THESE DRAWINGS. 18
EXISTING SURFACE CONTOUR 10
8. BEDDING/HAUNCHING MATERIAL TO BE COMPACTED AT MOISTURE
SIEVE SIZE (mm) WEIGHT PASSING (%)
CONTENT 60% > OPTIMUM > 90% AS DETERMINED AS1289.5.7.1 (STD) 13 75.0 -
9. TRENCH COMPACTION TESTING TO BE9 CARRIED OUT AT THE11
RCBC
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