Council archive · source document
Compiled Approved Plans OPW25/0042.02
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 8, section 6. The text section number identifies this passage in the reader.
9
30
7
30
5
30
3
30
1
TO RIP'S/RWHT VIA SEALED D01
L02.
BE EXTINGUISHED
14.40
14.60
IDE
14.20
13.80
14.00
D04 12
mW
31
W
9
S
VERGE/FOOTPATHS TO BE ED 4 EMENT PIPE SYSTEM TO HYDRAULIC
D8
D03
S
D03 D03 D03 D03 D03
EX2 P O S S
32
1
319 31
5
313 31
1
309 D03 D03 D03 D01
L03.
D06
30 30 30
PRO AGE EA
D01 D01 7 5 3 24
14.0 D05
REPROFILED TO SUIT 32
9
32
7 31
9
W0
317 1
CONSULTANT SPEC.
S S
D
IN
D
10 7A W0
OVERLAND FLOW PATH LEVELS 33 2
7 DRA
E
D01 D01
13.5 D01 D01
1
W
W 33
7
33
5 333 33 W0
(BUILDING WORKS)
1
W 319 1
EXISTING PADMOUNT
RL RL1
W0
12 2.5
Ex
31 2
.35 9
D03 D03
WE 13.0 9
BA L13
TRANSFORMER
W 33 33
7 5
SE .0
R
Ø750
RL
Ex
7B
12
TW
OF
Ex
W
.78
RL
13
PM
FFL = 13.0 RWHT
.23
12
T
.51
1 DRAINAGE NOTES: 12. STORMWATER PITS AND MANHOLES TO BE PRECAST ITEMS TO SUIT
S
E 12.5 D02 D02 D02 D02 D02 D02 D02 D02 D02 D02 D02 D02 D02
W0
EXISTING Ø300 TO REMAIN 337 1
32
5
32
3
32
1
31
9 31 31 31 311 30 30 30 30 30
S
7 5 3 9 7 5 3 1
300kL RAINWATER HARVESTING TANK NOMINATED CLASS & DEPTH UNLESS NOTED OTHERWISE
Ø900
W0
D
D6
337 2
S
S PROPOSED 1. ALL STORMWATER CATCHMENT NAMES ARE AS PER THE STORMWATER 13.
S S
12.0
TO HYDRAULIC CONSULTANTS SPEC. ALL PIPEWORK TO BE CUT BACK FLUSH WITH PIT WALLS AND SEALED USING
D
D
SANDSTONE BLOCK PITS THEY CONTRIBUTE TO.
D06 11.5 D02 D02 D02 D02 D02 D02
(BUILDING WORKS) EPOXY MORTOR
RETAINING WALL
337 33
5
33
3
33
1
32
9
32
7
2. REFER DRAWINGS /CA01 FOR STORMWATER CATCHMENTS AND 14. ALL PIT BASES TO BE RENDERED TO FALLS USING EPOXY MORTOR SUCH
|
AT H
|
L0
STRUCTURAL EXPANSION JOINT
OWP
3.21
8
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
CALCULATION TABLES.
|
THAT THEY ARE FREE DRAINING
D FL
| | | | | |
| | | |
D03
| | | | | |
D06
LAN
L03.
S
S
L0
RCB
23
3. UNLESS NOTED OTHERWISE ALL PIPES ARE R.C.P. CLASS 3, R.R.J.
3.21
EXISTING Ø300 TO CONNECT R 1 15. CONTRACTOR TO SUBMIT THE FOLLOWING MINIMUM QUALITY ASSURANCE
OVE
3.4m PROPOSED BIORETENTION BASIN '1' 4. 10 mUNLESS
SETBACK NOTED OTHERWISE ALL STORMWATER MANHOLES ARE TO BE DOCUMENTATION UPON COMPLETION:-
| |
INTO NEW PIT 8/1
C 12
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
|
||
D
|
| | | & RAPID INFILTRATION CULVERT 'RIC' STD 1050 DIA - AS-CONSTRUCTED SURVEY
S S
D
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