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Civil Engineering Plans
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
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S
PROPOSED RAPID INFILTRATION SWALE
E
PROPOSED SIDE ENTRY PIT Y CLOS
'SAG' TO BE CONSTRUCTED SERENIT
OVER EXISTING Ø450 STW PIPE PROPOSED SEWER
RELOCATION SUBJCT TO PROPOSED DRAINAGE NETWORK
PROPOSED EMERGENCY
UNITYWATER APPROVAL
Ex
OVERFLOW PIT
S
0 2
Ø
45
S
45
xØ A
0
S
EXE 700
0
STORMWATER MANHOLE / LABEL
BA
1
W
TREE
EXISTING STORMWATER LINE 83
|
EX
3
1
| | | |
00
NSK
TO BE TAKEN UP AS
S
PROPOSED GRATED INLET / LABEL
Ø6
S
1 A
W | | | 1
1
REQUIRED
| |
1
S
| |
PROPOSED RAPID INFILTRATION | |
| |
S S PROPOSED Ø150 SEWER MAIN
IA
Ø6S00D
SWALE 'A' . 12 OFF RIP'S @ | | | |
|
W
||
|
2100dia x 2.4m DEEP. REFER | PROPOSED Ø600 EMERGENCY
2 EXISTING STORMWATER DRAINAGE
|
CO
D
|
|
|
RELIEF PIPE IN VOLUMETRIC
|
DETAIL
|
S
| 1
|
|
2
|
S
EXISTING WATER RETICULATION
1
EASEMENT W
W
Ø6
UR
|
ExØ600
|
|
00
EXISTING SEWER RETICULATION
|
S
|
T
|
3
|
W
|
|
NEW MANHOLE WITH SEALED EXISTING SURFACE CONTOUR
1
|
TREE
|
|
ES S
AT ES
PROPOSED SEWER BOLT DOWN LID
G C
259
|
3
|
M C
O FA
1
|
|
BO AF
S
|
PROPOSED
ST
|
RELOCATION SUBJCT TO W SL15.00 PROPOSED RAPID INFILTRATION
|
|
|
|
|
|
UNITYWATER APPROVAL | SWALE 'C'
CARPARK
|
|
ExØ600
|
|
|
10 OFF RIP'S @ 2100dia x 2.4m DEEP.
D
|
||
|
TREE
W
FFL15.00
| |
S
| 273
|
REFER DETAIL
|
|
EXISTING Ø6
|
STORMWATER LINE 00
S
NEW MANHOLE WITH SEALED
W
| | |
| | | | |
TO BE TAKEN UP AS BOLT DOWN LID SL14.80 | | | |
| | | |
|
| | | |
|
| | | |
REQUIRED | | | | | | | |
| | | | | | | |
W
| |
S
| | | |
D | | |
| | | |
|
S
| | | |
| | |
EXISTING SEWER TO |
NOTE - ALL RAPID
S
BE TAKEN UP 4
W
T E
LIFRVIC
SE
ExØ INFILTRATION SWALES TO BE
D
S 1
600
EXISTING
ID
4
EMERGENCY PLANTED OUT TO LANDSCAPE
1
EXISTING
VO
W
STORMWATER LINE
Ø6
EASEMENT TO BE EXISTING SEWER TO
D
OVERFLOW WEIR
TO BE TAKEN UP AS ARCHITECTS SPEC.
00
EXTINGUISHED EX5
BE TAKEN UP
S
REQUIRED EX5
1
W
1
ExØ
SE
CONNECT NEW STORMWATER
600
LINE TO EXISTING MANHOLE.
TREETREE
W
D
CLO
57 60
CONVERT TO SEALED BOLT EX6
S
EX6
1
DOWN LID
S
TREE 1
W
58
TY
7
1
7
1
ENI
EXISTING SEWER TO
BE TAKEN UP NEW 1200sq
W
GRATED PIT
SER
EXISTING Ø600 OUT SL 9.00 APPROX
W
S
OUT
ID
1
STORMWATER LINE 1
| ITE| |
|
VO
|
|
|
TO REMAIN EXISTING
||
|
|
|
U
|
| HEADWALL
|
|
| S
|
|
|
| 1
IL8.0 APPROX
|
|
| +
PROPOSED RAPID INFILTRATION
|
|
| S
|
|
W
|
SWALE 'B'
| OM
|
|
|
| |
S
10 OFF RIP'S @ 2100dia x 2.4m DEEP.
| O
W
|
S
|
R
|
|
| REFER DETAIL
|
| 22
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|
W
|
EMERGENCY
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