Original source · versioned page text
Recor Engineering Plans as submitted with Further Advice response
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
PROPOSED 'CHANNEL' KERB 600
WIDE. REFER IPWEA DRAWING RS-080
FOR KERB DETAILS.
Ex
E
Ex
E
A PROPOSED 'B2' KERB AROUND
- CARPARK EXTENTS. REFER IPWEA
DRAWING RS-080 FOR KERB DETAILS
1m CUTBACK
MAPLE ST
.4
Ex
121
PROVIDE 2.0m WIDE CONCRETE
E
PROPOSED VEHICLE CROSSOVER IN MATCH NEATLY TO
xE E
FOOTPATH FOR LENGTH OF STREET ACCORDANCE WITH IPWEA EXISTING FOOTPATH
FRONTAGE. REFER IPWEA DWG RS-065 STANDARD DRAWING RS-051
122.0 121.0
122
122.2
CH 36.313
CH 35.000
120.6
CH 32
.6
121
120.8
121.6
12
121.2
E
122.
B 12 12 12
xE 1
121
.2
1. 12
12
2.
121.4
122 1.
Ex
0 8 1
120.8
6
120.
1.
4
- .4 .4
.2
.673
2
12
E
2 12
.2
1.
0.
121.8
122.2
CH 10.000
0
CH 15.000
21.0
CH 25.000
12
CH 28.521
4
CH 20.000
O/
6
122.0
CH
O/H E
2.
CH 5.000
12
H
CH 3.1
6
2.
30.
E
12
8
0.8
000
12 ExW ExW ExW ExW ExW ExW ExW ExW ExW ExW
98
3.0
12 ExW
123.2
3.
CH
2
Ex
PP
ExW
0.00
E
Ex
E
ExT ExT ExT ExT ExT ExT ExT ExT ExT ExT ExT ExT
0
122
122
122
122
121
121
1
O/H
PP
.6
FH FP0
123.
.4
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.8
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12
O/
120.8
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2.4
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ExT 122.4 121.6
122.2 121.4 O/H
WM 120.6
12
E
Ex
122
2.2
121.2
/
122.0 / / PROPOSED 'B2' KERB FLUSH WITH
E
/
Ex
.8
8
/ PROPOSED FOOTPATH. REFER
E
123.
ExT 121.8 121.0
.6
IPWEA DRAWING RS-080 FOR KERB
O/
PP
H
123
12
PROPOSED VEHICLE CROSSOVER IN 12
121.6 DETAILS.
E
1 IN 4 BATTER
2.0 1
2.6
ACCORDANCE WITH IPWEA
STANDARD DRAWING RS-051
2
120
2.4
122
ExT
.8
2 .
/
122 121.8
Ex
.0
O/
/
E
Ex
H
121
120.4 E
E
12
.8
0.
6
120
O/
H
.4
/
E
12
Ex
/
1.6
E
Ex
E
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
LEGEND:
ADJACENT BOUNDARY
PROPOSED BOUNDARY
25 DESIGN CONTOURS (0.1m INTERVAL)
25 EXISTING CONTOURS (0.1m INTERVAL)
1.5m 2.0m 4.07m 1.5m 1.5m
1m CUTBACK PROPOSED CARPARK PROPOSED -5.0% -15.82% EXISTING FENCE
12.5% 2.5% -5.0%
FOOTPATH
EXISTING BUILDING
EXISTING KERB EXISTING KERB AND CHANNEL
LOT BOUNDARY
LOT BOUNDARY
B99 VEHICLE VERTICAL PATH OE EXISTING OVERHEAD ELECTRICAL
EXISTING SURFACE
E EXISTING UNDERGROUND ELECTRICAL
2.5%
SW EXISTING STORMWATER
-2.5% 1%
W EXSTING WATER
S EXISTING SEWER
PROPOSED CHANNEL T EXISTING TELSTRA
PROPOSED B1 KERB 1 IN 4 BATTER
EXISTING TREES
DESIGN SURFACE
DESIGN SURFACE
116.0 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING SURFACE
PROPOSED BUILDING SETBACK
PROPOSED ROAD CUTBACK
PROPOSED RETAINING WALL
DEJ DOUBLE EXPANSION JOINT
SECTION A SECTION B
0.02m
EJ EXPANSION JOINT
HORIZONTAL SCALE 1:50 - HORIZONTAL SCALE 1:50 -
VERTICALL SCALE 1:25 CJ SAW CUT JOINT
0.5 0 0.5 1.0 PROPOSED CONCRETE PAVEMENT
SCALE (metres)
1 : 25 (FULL SIZE) PROPOSED FOOTPATH CONCRETE
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
45 MAPLE ST, COOROY AND 9 MYALL FOOTPATH DETAIL PLAN
---- ---- See the original
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