ghd report...existing edge line standard sign slippery (w5-20) when wet (w8-7) ([lvwlqj wzlq 5&3...
TRANSCRIPT
-
ROADS AND MARITIME SERVICES
STATE HIGHWAY No12
GWYDIR HIGHWAY
LGA - GLEN INNES SEVERN
PROPOSED QUARRY EXIT
AT 15km WEST OF GLEN INNES
SCHEDULE OF DRAWINGS
1 COVER SHEET
2 EXISTING SITE LAYOUT, NEW SIGNAGE & LINEMARKING
3 SIGHT DISTANCE PROFILE
4 PROPOSED WORKS, LONGSECTIONS & SETOUT
Guyra
Glen InnesInverell
SITE OF
WORK
SH
9
LOCALITY PLAN
THE SITE IS APPROXIMATELY
630km BY ROAD FROM SYDNEY
SH
12
HOR
020 40 9060
100km
1:1000 (A1)
ISSUE BNo OF SHEETS 7SHEETS No 1
ISSUE STATUS:
-REGISTATION No OF PLANS
PAVEMENT
DESIGN STANDARDS: AUSTROADS DESIGN GUIDES
DESIGN RELIABILITY
DESIGN RELIABILITY: 95%
DESIGN PERIOD: 40 YEARS
TRAFFIC DATA
No OF VEHICLES PER DAY: 1332
PERCENTAGE OF HEAVY VEHICLES: 12%
LANE DISTRIBUTION FACTOR: 1
ANNUAL GROWTH RATE: 1.5%
REFERENCE REPORTS
GEOTECHNICAL INVESTIGATION REPORT: RGS REPORT No RGS30969.1-AB
Port Macquarie69 Lord St, Port Macquarie NSW 2444Ph: 02-65843888 Fax: 02-65843988
Email: [email protected]
Inverell17 Byron Street, Inverell NSW 2360
Ph: 02-67225110Email: [email protected]
Pty Ltd ABN 64 055 099 557Web: www.legs.com.au
5 TYPICAL DETAILS & HWY CROSS SECTIONS
6 QUARRY CENTRELINE EXIT CROSS SECTIONS
7 QUARRY EXIT CROSS SECTIONS
FILE NAME:IV2545 GISC EXIT ONLY v2.dwg
FOR GLEN INNES SEVERN COUNCIL
FOR APPROVAL
-
Stan
dard
S
ig
n
SL
IP
PE
RY
(W
5-20)
WH
EN
W
ET
(W
8-7)
Existing E
lectronic S
ign
SLO
W D
OW
N
(S
peed and M
oisture activated)
FROM INVERELL
TO
GLE
N IN
NE
S
Stan
dard
S
ig
n
SL
IP
PE
RY
(W
5-20)
WH
EN
W
ET
(W
8-7)
(D4-2-3)
TB - HOLD LINE
FULL WIDTH (NEW)
C1 - CONTINUITY LINE
(NEW) over obliterated
existing edge line
Stan
dard
S
ig
n
SL
IP
PE
RY
(W
5-20)
WH
EN
W
ET
(W
8-7)
Existing E
lectronic S
ign
SLO
W D
OW
N
(S
peed and M
oisture activated)
Exit Only Sign
R2-6(L)
R2-6(R
)
R2-4
R2-4
R1-2
R1-2
W5-22
W5-22
120m
120m
FROM INVERELL
TO
GLE
N IN
NE
S
FR
OM
P
RO
PO
SE
D Q
UA
RR
Y
Stan
dard
S
ig
n
SL
IP
PE
RY
(W
5-20)
WH
EN
W
ET
(W
8-7)
Stan
dard
S
ig
n
SL
IP
PE
RY
(W
5-20)
WH
EN
W
ET
(W
8-7)
48m 48m
EXISTING SITE LAYOUT
QUARRY EXIT
SCALE 1:500
PROPOSED INTERSECTION LAYOUT
SIGNAGE & LINEMARKING
SCALE 1:1000
CLIENT
PROJECT
ISSUE REVISION DATEAUTH
ISSUE SHEET No.
STATUS:
REG. No.:
SCALES
DATUM:FILE NAME:
A1 ORIGINAL
DOCUMENT No.:
JOB No.:
OF
DRAWN
DESIGNED
APPROVED
DATE
DATE
DATEPort Macquarie69 Lord St, Port Macquarie NSW 2444Ph: 02-65843888 Fax: 02-65843988
Email: [email protected]
Inverell17 Byron Street, Inverell NSW 2360
Ph: 02-67225110Email: [email protected]
Pty Ltd ABN 64 055 099 557Web: www.legs.com.au
GLEN INNES SEVERN COUNCIL
PROPOSED QUARRY 1 WAY EXIT
GWYDIR HWY, 15KM WEST OF GLEN INNES
EXISTING SITE LAYOUT, NEW SIGNAGE & LINEMARKING
MM25/11/16
ASD 25/11/16
ASD25/11/16
IV2545
WAD02
B 2
7
APPROVAL
-
-IV2545 GISC EXIT ONLY v2.dwg
A
LEGEND
EXISTING DRIVEWAY
EXISTING FENCELINE
TELSTRA LINE/PIT
EXISTING CULVERT
SIGN / POWER POLE
SURVEY STATION
EXISTING TREES/TO BE REMOVED
NEW CULVERT
NEW EDGE FORMATION
NEW EDGE LINE
NEW TABLE DRAIN
NEW BATTER INTERFACE
OVERHEAD POWER
NEW EDGE BITUMEN
EXISTING TABLE DRAIN
EXISTING BATTER INTERFACE
FOR APPROVAL ASD 25/11/16
B PAVEMENT DETAILS & INTERSECTION RELOCATED ASD 21/15/16
-
0.4% 0.39% 0.34% -0.68% -2.21% -2.4% -3.91% -4.05% -4.41% -4.45% -4.62% -4.67% -4.8% -4.62% -4.48% -4.28% -3.76% -3.21% -2.45% -2.18% -1.74% -1.3% -1.2% -1.06% -1.04% -1.03% -0.89% -0.95%-0.99%-1.01%-1.34% -1.3% -1.29% -1.07% -0.96% -0.92% -1.07% -1.17% -1.27%-1.27%-1.26%-1.24% -1.19% -0.98% -1.08% -1.08% -1.05% -1.08% -1.12% -1.1%-0.86%-0.86% -0.87% -0.93% -1.07% -1.07% -1.05%-1.06%
VERTICAL GEOMETRY
Rad 500m Rad -950m
HORIZONTAL ALIGNMENT
287.568m 329.426m
75
01
15
0.5
57
78
01
15
0.8
41
15
0.8
4
79
01
15
0.8
79
11
50
.8
79
80
01
15
0.9
14
11
50
.9
14
80
8.4
73
11
50
.8
56
11
50
.8
56
84
01
15
0.1
61
15
0.1
6
85
01
14
9.9
19
11
49
.9
19
87
01
14
9.1
37
11
49
.1
37
88
01
14
8.7
32
11
48
.7
32
89
01
14
8.2
91
11
48
.2
91
90
01
14
7.8
45
11
47
.8
45
91
01
14
7.3
83
11
47
.3
83
92
01
14
6.9
16
11
46
.9
16
94
01
14
5.9
55
11
45
.9
55
95
01
14
5.4
93
11
45
.4
93
96
01
14
5.0
46
11
45
.0
46
97
01
14
4.6
18
11
44
.6
18
98
01
14
4.2
42
11
44
.2
42
99
01
14
3.9
21
14
3.9
2
10
00
11
43
.6
75
11
43
.6
75
10
10
11
43
.4
57
11
43
.4
57
10
20
11
43
.2
84
11
43
.2
84
10
30
11
43
.1
54
11
43
.1
54
10
40
11
43
.0
34
11
43
.0
34
10
50
11
42
.9
28
11
42
.9
28
10
60
11
42
.8
24
11
42
.8
24
10
70
11
42
.7
21
11
42
.7
21
10
80
11
42
.6
33
11
42
.6
33
10
90
11
42
.5
38
11
42
.5
38
10
96
.0
41
11
42
.4
78
11
42
.4
78
11
00
11
42
.4
38
11
42
.4
38
11
10
11
42
.3
04
11
42
.3
04
11
20
11
42
.1
74
11
42
.1
74
11
30
11
42
.0
45
11
42
.0
45
11
40
11
41
.9
39
11
41
.9
39
11
50
11
41
.8
43
11
41
.8
43
11
60
11
41
.7
51
11
41
.7
51
11
70
11
41
.6
44
11
41
.6
44
11
80
11
41
.5
27
11
41
.5
27
11
90
11
41
.4
11
41
.4
11
93
.7
33
11
41
.3
53
11
41
.3
53
12
00
11
41
.2
73
11
41
.2
73
12
10
11
41
.1
49
11
41
.1
49
12
20
11
41
.0
31
14
1.0
3
12
30
11
40
.9
32
11
40
.9
32
12
40
11
40
.8
24
11
40
.8
24
12
50
11
40
.7
15
11
40
.7
15
12
60
11
40
.6
11
14
0.6
1
12
70
11
40
.5
02
11
40
.5
02
12
80
11
40
.3
91
14
0.3
9
12
90
11
40
.2
81
14
0.2
8
12
91
.4
25
11
40
.2
68
11
40
.2
68
13
00
11
40
.1
94
11
40
.1
94
13
10
11
40
.1
07
11
40
.1
07
13
20
11
40
.0
13
11
40
.0
15
13
30
11
39
.9
17
11
39
.9
08
13
40
11
39
.9
14
11
39
.8
13
50
11
39
.7
92
11
39
.6
95
CHAINAGE
EXISTING
DESIGN
Datum RL = 1124
HS 1:1000
VS 1:250
LONGSECTION: EXISTING GWYDIR HIGHWAY CENTRELINE
SISD (1.1 car eye to 1.25 car roof - waiting & approaching)
more than 330m available (>req'd 297*)
SISD (2.4 truck eye (both travelling & waiting) to 1.25 car roof or car eye)
more than 330m (>req'd 327*)
From Inverell
To Glen Innes
10
93
.6
SISD (waiting 2.4 truck eye to 1.25 car roof)
330m (> req'd 314)
SISD(1.1 car eye to 1.25 car roof)
319m (= req'd 320)
1
.
2
5
m
1
.
2
5
m
2
.
4
m
1
.
1
m
1
.
2
5
m
* Trucks approach design speed set at 100km/h in eastbound
direction due to grades on approach to the sight distance
reference point.
110km/h adopted for westbound trucks and cars in both directions
CH 1093.6
QUARRY EXIT INTERSECTION
1
.
1
m
2
.
4
m
1
.
1
m
2
.
4
m
SISD (approaching 2.4 truck eye to 1.25 car roof)
362m (> req'd 314)
CLIENT
PROJECT
ISSUE REVISION DATEAUTH
ISSUE SHEET No.
STATUS:
REG. No.:
SCALES
DATUM:FILE NAME:
A1 ORIGINAL
DOCUMENT No.:
JOB No.:
OF
DRAWN
DESIGNED
APPROVED
DATE
DATE
DATEPort Macquarie69 Lord St, Port Macquarie NSW 2444Ph: 02-65843888 Fax: 02-65843988
Email: [email protected]
Inverell17 Byron Street, Inverell NSW 2360
Ph: 02-67225110Email: [email protected]
Pty Ltd ABN 64 055 099 557Web: www.legs.com.au
GLEN INNES SEVERN COUNCIL
PROPOSED QUARRY 1 WAY EXIT
GWYDIR HWY, 15KM WEST OF GLEN INNES
SIGHT DISTANCE PROFILE
ASD 25/11/16
MM 25/11/16
ASD25/11/16
IV2545
WAD03
B 3
7
APPROVAL
-
-IV2545 GISC EXIT ONLY v2.dwg
A FOR APPROVAL ASD 25/11/16
B PAVEMENT DETAILS & INTERSECTION RELOCATED ASD 21/15/16