Original source · versioned page text
Attachment C - Amended Engineering Plans
Original PDF page 5, section 9. The text section number identifies this passage in the reader.
\\
//
//
>
\
FOOTPATH AS PER
-16.0%
5.6
|
Pad Mount | Cabinet
\
| |
> Transformer
5.5 -2.4%
//
|
>
>
| | | | | | | | | | | | |
9CARPARK
>
50
//
> >
>
IPWEA STD DWG RS-065
ENTRY
>
>
D
>
4.5
>
>
//
> S150 > > >
S150
>
S150 S150
>
S150 S150 S150 S150 S150 S150 S150 S150 S150
S150 S150 S150 S150 > S150
//
9
03
73
57
S150 >
100-150mm RIVER ROCK TO
5.6
4.6
4.4
//
> > > > >
//
RM// RM// RM RM RM RME/UG RME/UG RME/UG RME/UG RME/UG RME/UG RME/UG RME/UG RME/UG RME/UG RM RM RM RM RM
LANDSCAPE ARCHITECTS
E/UG
// // //
E/UG // // // // //
E/UG //
E/UG E/UG E/UG E/UG E/UG E/UG E/UG E/UG
W W T W FH W W W100
W W W100
W W W W100 W W W100 W W W100W W W100
W W W W100 W W W W W W
DETAILS
T T T T T T T T T T
E/UG
T T T T T T T T T T T T
E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH
E/UG
E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH E/OH
20
40
60
75
0
JOIN NEATLY TO WSUD SWALE
D
EXISTING CONCRETE 5.0m
E/UG
5.0m SCALE 1:25 (A1), 1:50 (A3)
E/UG
FOOTPATH JOIN NEATLY TO EXISTING
KERB AND CHANNEL JOIN NEATLY TO EXISTING
R JOIN NEATLY TO S 0 0.5 1.0 1.5 2.0 2.5m
D
R03
KERB AND CHANNEL
R03 EXISTING KERB AND
CARPARK ENTRY
CHANNEL CARPARK EXIT
HEAVY DUTY DRIVEWAY CROSSOVER SCALE 1:25 A1, 1:50 A3
AS PER IPWEA STD DWG RS-051 DOONELLA STREET HEAVY DUTY DRIVEWAY
CROSSOVER AS PER IPWEA STD
DWG RS-051
W W W W W W W W W W W W W W W W W W W W W FH W W W W
0 4 8 12 16 20 Meters
NOTES:
1. FOR SIGNS AND PAVEMENT MARKINGS REFER DRAWING A6035/21/R04. PLAN SCALE 1:200 (A1), 1:400 (A3)
SCALE 1:200 (A1), 1:400 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
SWT See the original
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