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Meeting papers
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ATTACHMENT 3 – PROPOSED CIVIL WORKS
S
3 4 5
RP854209 RP213046 RP213046
S
PROPOSED 375Ø RCP CULVERT 2
USIL 107.23
DSIL 107.21 PROPOSED DN150
S
GRADE 0.5% WATER MAIN
2.8m
1m
1.5m
1.5m
FOR CONTINUATION REFER BELOW
W W W W W W W W W W W W W W W W W W W W W W W W W W W W
S
SW
11.2m
3.6m
W
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
20.2m
W
CARPENTERS RD
6.5m
5.5m
S
1.8m
1.8m
SWO
00
0.0
H
3.6m
9m
W
R1
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
SWP
LL:107.93
06
S
W
SW SW 2 0 .3 SW SW
SW SW T2C
0 SW SW SW SW SW SW SW S S S S S S S S S S S S S S S S S S
CT40.382
60
80
100
40
120
140
160
180
200
220
240
260
280
300
320
2.1m
OH
W
PROPOSED 375Ø RCP CULVERT 1 PROPOSED 375Ø RCP CULVERT 3 EXISTING GRAVEL EXISTING GRAVEL EXISTING GRAVEL EXISTING TREE TO PROPOSED 375Ø RCP CULVERT 6 EXISTING GRAVEL
BE REMOVED (TYP.)
SW
USIL 107.28 USIL 107.94 DRIVEWAY TO BE DRIVEWAY TO BE DRIVEWAY TO BE USIL 106.35 DRIVEWAY TO BE
SW
W
DSIL 107.23 DSIL 107.85 REINSTATED REINSTATED DSIL 106.08 REINSTATED
MA
REINSTATED
S
OH
GRADE 0.5% GRADE 0.6% GRADE 2.3%
RY
W
R IVE
3 284 4 5 6 7 8 9
00 RP176126
0.0 MCH5259
SW
RP176126 RP214448 RP214448 RP214448
W
SW
RP214448 RP214448
RR
FH
SWP
LL:108.78
S
PROPOSED 375Ø RCP CULVERT 4 PROPOSED 375Ø RCP CULVERT 5
D
USIL 108.14 USIL 108.39
MATCH NEATLY TO DSIL 108.06 DSIL 108.16
OH
EXISTING ROAD GRADE 0.6% GRADE 0.5%
SW
W
W
SW
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED
DESIGN DRAWINGS, ALL INGROUND SERVICES WITHIN
FOR CONTINUATION REFER DWG 010 THE PROPERTY BOUNDARY INCLUDING BUT NOT
>
58 LIMITED TO: STORMWATER DRAINAGE, SEWERAGE,
> 0 WATER, GAS, ELECTRICAL AND COMMUNICATIONS TO
PROPOSED 450Ø RCP CULVERT 9
120
>
BE SAFELY BE DISCONNECTED, REMOVED FROM SITE
USIL 104.22 >
AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
DSIL 103.65
>
> ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS
GRADE 2.5% > WITH THE RELEVANT AUTHORITIES. SERVICES TO BE
6 3 PROPOSED STUB
>
CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
TC
2
RP213046 RP200519
>
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
5
CONNECTION RP200519
68
>
FOR WATER
.09
>
56
PROPOSED 375Ø RCP CULVERT 8 PROPOSED 3x3000x1500 EXISTING CULVERT
8
EXISTING GRAVEL DRIVEWAY >
0
USIL 1084.41 RCBC CULVERT 7 TO BE REINSTATED TO BE REMOVED >
DSIL 103.78 USIL 102.70 >
> LEGEND:
GRADE 7.0% DSIL 102.65 W W
>
W 0
.00
>
GRADE 0.5% W ADJACENT BOUNDARY
>
0
PROPOSED See the original
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