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Approved Plans - OPW21/0103
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Proposed Sewer
Alignment Across LEGEND
T[C]
Road Reserve Not
S
S[C]
OH[C] EXISTING ELECTRICAL OVERHEAD
OH[C]
T[C
] OH
[C
S Part of this Approval. T[C] EXISTING TELECOMMUNICATION
Refer to Conditions.
W ]
9 00 ∅
IL9.5
SW[C] EXISTING STORMWATER DRAINAGE
IL9.5
MH SL11.61 EP
T[C
REN
500
T[C]
11.50 W ] S
OH
E ST
1
ROAD TO BE KEPT CLEAN AT ALL
1
[C
∅
]
REET S[C] EXISTING SEWERAGE MAIN
S[C]
TIMES DURING CONSTRUCTION.
W
OH[C]
T[C
] S EXISTING SEWERAGE MAIN TO BE
S[C]
A
G
D
B
F
E
C
STABILISED ENTRY/EXIT, LOCATION AND SIZE DISUSED BY METHOD OF GROUT FILLED
IL9.51
W OH[C]
TO BE CONFIRMED ON SITE AT EACH STAGE OF
EXISTING SEWERAGE MAIN TO BE
OH[C] CONSTRUCTION BASED ON STAGING OF WORKS S
11.2 S ABANDONED AND REMOVED
5 T[C] PROPOSED ACCESS LOCATIONS. REFER TO
T[C]
OH[C]
W S12884-CE03 FOR DETAILS. W[C] EXISTING WATER MAIN
S[C]
OH[C]
T[C]
S W OH[C]
OH[C]
10.000 EXISTING MAJOR CONTOURS
Y W T[C] OH[C]
|
Y
|
|
Y OH[C] SW PROPOSED STORMWATER DRAINAGE
Y
S |
Y |
W
Y
11.75
|
| T[C] OH[C]
T[C]
Y
Y
| W
11.0
0
Y |
Y | OH[C] OH[C] > PROPOSED SWALE
S[C]
|
PROVIDE INLET
Y SOCK
| PROTECTION,
EP
Y
Y | FOR DETAIL.
REFER TO S12884-CE03 T[C] OH[C] OH[C]
Y | T[C] T[C]
Y | S PROPOSED SEWERAGE MAIN
|
Y | W T[C] T[C]
Y
Y W T[C] W
|
Y W T[C]
W
|
|
Y W W PROPOSED WATER MAIN
S
|
Y
Y W T[C W
|
Y | W W W ]
11.75
FH
|
10.7 Y |
Y | 11.50
5 Y |
Y
Y |
Y | PROPOSED BASEMENT OUTLINE
T[C]
Y |
Y | Y | Y |
|
Y |
Y |
Y |
Y |
Y
Y |
Y | T[C
Y |
Y |
Y |
]
Y | Y | Y | Y | Y | Y | Y | Y
|
15.000
|
PROPOSED FILL
S
Y
W
SW
Y
|
|
Y
10.5 Y
>
0
>
11.50
|
|
S
Y
PROPOSED CUT
1
Y
11.25
S
|
|
W
SW
Y
Y
SILT FENCE, REFER TO
|
|
>
>
Y
Y
S12884-CE03 FOR DETAILS.
STABILISED ENTRY/EXIT POINT
|
|
11.0
Y
Y
S
0
10.25
|
|
S
W
Y
Y
SILT FENCE
>
Y
>
Y || Y ||
|
10.75
Y
|
Y
|
TEMPORARY DIVERSION DRAIN
SW
S
Y
|
2
W
|
|
PROPOSED ROCK CHECK DAM
Y
Y
>
>
10.5
S
|
|
0
Y
Y
10.00
|
S
|
RP 228905
PROPOSED INLET SOCK PROTECTION
SW
Y
Y
3.000
LOT 58
W
|
|
>
>
Y
Y
|
|
10.2
Y
5
Y
S
|
S
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