No. 98 Curdievale - Port Campbell Rd No. 90 Curdievale - Port Campbell Rd No. 88 Curdievale - Port Campbell R WANNON WATER PORT CAMPBELL WASTE RECLAMATION PLANT AND IRRIGATION FARM PORT CAMPBELL NATIONAL PARK (PARKS VICTORIA) GREAT OCEAN ROAD No. 268 Great Ocean Rd ROAD CH-3100 CH-3050 CH-3000 CH-2950 CH-2900 CH-2850 CH-2800 CH-2750 CH-2700 CH-2650 CH-2600 CH-2550 CH-2500 CH-2450 CH-2400 CH-2350 CH-2300 CH-2065 CH-2250 CH-2039 CH-2017.50 CH-2050 CH-2000 CH-2200 CH-2150 CH-2100 SHEET 05 12AT-05 WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATION OF UNDERGROUND SERVICES SHOWN ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL SERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS. CLIENT KN & MA MB SCALE DATE DRAWN DWG No. CHECKED DATUM TBLD DESIGN SCALE BAR PROJECT TITLE DATE REV AMENDMENT ACAD REF: DRAFT FUNCTIONAL DESIGN MGA-54 DRAWING NAME MAY 2020 TWELVE APOSTLES TRAIL - TIMBOON TO PORT CAMPBELL DETAILED DESIGN 11.05.20 A 1:2000 @A3 10 0 20 30 50m THOMPSON BERRILL LANDSCAPE DESIGN P/L in association with O'BRIEN TRAFFIC P/L AND STRUCTPLAN P/L DRAFT SITE COMMENTS 18/05/20 21.05.20 B TYPE 1A 2.5m WIDE UNSEALED PATH - NO EDGING TYPE 1B 2.5m WIDE UNSEALED PATH - WITH GEOFABRIC TYPE 1C WIDEN - TOP DRESS EXISTING PATH/ DRIVEWAY TO 2.5m TYPE 3A 2.5M WIDE ASPHALT PATH - NO HANDRAIL TYPE 3B 3.0m WIDE ASPHALT PATH - TIMBER HANDRAIL TO ONE SIDE UNSEALED PATH TYPES (REFER DWG 12AT- P1 - P2) ASPHALT PATH TYPES (REFER DWG 12AT - A1 - A3) TYPE 4A CANTILEVERED STEEL FLOOR WITH TIMBER LOOKOUT RAIL - ONE SIDE TYPE 4B STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN) ELEVATED BOARDWALK TYPES (REFER DWG 12AT - B1 - B3) TYPE A POST AND WIRE TYPE B POST AND RAIL (FRANGIBLE WITH REFLECTORS) FENCING TYPES (REFER DWG 12AT - F1) TYPE C VEHICLE BARRIER - INCLUDING TERMINATIONS TYPE 3C 3.0m WIDE ASPHALT PATH - WITH RETAINING EDGE AND HAND RAIL TO ONE SIDE TYPE D WHITE ROADSIDE BOLLARD (FRANGIBLE WITH REFLECTORS) TYPE 3D 3.0m WIDE ASPHALT PATH - WITH GAL MS RETAINING WALL NO HANDRAIL DRAWING KEY TYPE 4C STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN) TYPE 4D STEEL SUBFLOOR AND HANDRAIL - BOTH SIDES (UP TO 11.0m SPAN) EXISTING SIGN DIRECTIONAL SIGN BOARD SIGNAGE MAIN SIGN WITH MAP NEW REGULATORY SIGN D1 B1 900 x 600 GRATED CATCH PIT (IDM....) DN300 CLASS 3 RRJ RCP (IDM....) DRAINAGE (REFER DWG 12AT- D1) CONCRETE HEADWALL (IDM.......) DRIVEABLE CONCRETE HEADWALL (IDM.....) TABLE DRAIN (MIN 1.0m WIDE MIN 150 DEEP) DN150-300 ROCK STABILISATION TIMBER BOARDWALK WITH HANDRAIL TO ONE SIDE TYPE 4E TYPE E HIGH VIS YELLOW BOLLARD GREAT OCEAN ROAD / WANNON WATER RESERVOIR GENERAL ARRANGEMENTS CH-2000 to CH-3100 PRELIMINARY ONLY NOT FOR CONSTRUCTION PURPOSES KEY PLAN 05B 05B YOU ARE HERE DN300 RRJ RCP CUT OFF DRAIN DN300 RRJ RCP CUT OFF DRAIN PATH TYPE 1B 2.5M WIDE TABLE DRAIN AND UNSEALED PATH - WITH GEOFABRIC Version: 1, Version Date: 26/05/2020 Document Set ID: 2870983
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
No. 98Curdievale - PortCampbell Rd
No. 90Curdievale -Port Campbell Rd
No. 88Curdievale - Port Campbell R
WANNON WATERPORT CAMPBELL WASTE
RECLAMATION PLANT ANDIRRIGATION FARM
PORT CAMPBELLNATIONAL PARK
(PARKS VICTORIA)
GR
EA
T O
CE
AN
RO
AD
No. 268Great Ocean Rd
RO
AD
CH-3100
CH-3050
CH-3000
CH
-2950
CH
-2900
CH
-2850
CH
-2800
CH
-2750
CH
-2700
CH
-2650
CH
-2600
CH
-2550
CH
-2500
CH
-2450
CH-2400
CH-2350
CH-2300
CH-2065
CH-2250
CH-2039
CH-2017.50
CH-2050
CH-2000
CH-2200
CH-2150
CH-2100
SHEET 05
12AT-05
WARNINGBEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDERGROUND SERVICES SHOWN AREAPPROXIMATE ONLY AND THEIR EXACT POSITION SHOULDBE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALLSERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY
ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS.
DRAFT FUNCTIONAL DESIGN21.05.20 B DRAFT SITE COMMENTS 18/05/20
WARNINGBEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDERGROUND SERVICES SHOWN AREAPPROXIMATE ONLY AND THEIR EXACT POSITION SHOULDBE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALLSERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY
ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS.
TYPE 1A 2.5m WIDE UNSEALED PATH - NO EDGING
TYPE 1B 2.5m WIDE UNSEALED PATH - WITH GEOFABRIC
TYPE 1C WIDEN - TOP DRESS EXISTING PATH/ DRIVEWAY TO 2.5m
TYPE 3A 2.5M WIDE ASPHALT PATH - NO HANDRAIL
TYPE 3B 3.0m WIDE ASPHALT PATH - TIMBER HANDRAIL TO ONE SIDE
CANTILEVERED STEEL FLOOR WITH TIMBER LOOKOUT RAIL - ONE SIDE
TYPE 4B
STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN)ELEVATED BOARDWALK TYPES (REFER DWG 12AT - B1 - B3)
TYPE A POST AND WIRE
TYPE B POST AND RAIL (FRANGIBLE WITH REFLECTORS)
FENCING TYPES (REFER DWG 12AT - F1)
TYPE C VEHICLE BARRIER - INCLUDING TERMINATIONS
TYPE 3C 3.0m WIDE ASPHALT PATH - WITH RETAINING EDGE AND HAND RAIL TO ONE SIDE
TYPE D WHITE ROADSIDE BOLLARD (FRANGIBLE WITH REFLECTORS)
TYPE 3D 3.0m WIDE ASPHALT PATH - WITH GAL MS RETAINING WALL NO HANDRAIL
DRAWING KEY
TYPE 4C STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN)
TYPE 4D
STEEL SUBFLOOR AND HANDRAIL - BOTH SIDES (UP TO 11.0m SPAN)
EXISTING SIGN
DIRECTIONAL SIGN BOARD
SIGNAGE
MAIN SIGN WITH MAP
NEW REGULATORY SIGN
D1
B1
900 x 600 GRATED CATCH PIT (IDM....)
DN300 CLASS 3 RRJ RCP (IDM....)
DRAINAGE (REFER DWG 12AT- D1)
CONCRETE HEADWALL (IDM.......)
DRIVEABLE CONCRETE HEADWALL (IDM.....)
TABLE DRAIN (MIN 1.0m WIDE MIN 150 DEEP)
DN150-300 ROCK STABILISATION
TIMBER BOARDWALK WITH HANDRAIL TO ONE SIDETYPE 4E
TYPE E HIGH VIS YELLOW BOLLARD
PRELIMINARY ONLYNOT FOR CONSTRUCTION PURPOSES
W6-8
R8-2
MAINTAIN 4×4m VEGETATION CLEARANCE ALONG PATH
2.5m WIDE UNSEALED PATHTYPE 1A
NEW REMOVABLE BOLLARDS
DIRECTIONAL SIGN 2
NEW WHITE ROADSIDE MARKERSWITH REFLECTORSAT 5m c/c
NEW MAINTENANCE ACCESS GATE
EXISTING TRACK
EXISTING DRIVEWAY
Existing Drain
EXISTING DRAIN
W6-9
W8-23
EXISTING GATE
TO TIMBOON
EXIS
TIN
G M
AIN
TEN
ANC
EAC
CES
S TR
ACK
TO PORT CAMPBELL
W6-9
W8-23R1-2
WANNON WATER ACCESS ROAD -CURDIEVALE - PORT CAMPBELL ROADCH-2300 TO CH-3000
W6-9W8-23
EXIS
TIN
G D
RIV
EWAY
TO TIMBOON
TO PORT CAMPBELL
W6-9
W8-23
NEW NATIONAL PARK SIGN(PARKS VICTORIA STANDARD)
PATH TYPE 1B2.5M WIDE UNSEALED PATH -WITH GEOFABRIC
PATH TYPE 1B2.5M WIDE UNSEALED PATH -WITH GEOFABRIC
2.5m WIDE UNSEALED PATHTYPE 1A
DN300 RRJ RCP
NEW NATIONAL PARK SIGN(PARKS VICTORIA STANDARD)
WANNON WATER
Version: 1, Version Date: 26/05/2020Document Set ID: 2870983
05A
No. 148Curdievale - Port Campbell Rd
CURDIEVALE -
PORT C
AMPBELL ROAD
WANNON WATERPORT CAMPBELL WASTE
RECLAMATION PLANT ANDIRRIGATION FARM
CH-360
0
CH-3550
CH-3500
CH-3450
CH-3400
CH-3350
CH-3300
CH-3250
CH-3200
CH-3150
CH-3100
CH-3050
CH-3000
CH
-2950
CH
-2900
CH
-2850
CH
-2800
CH
-2750
WANNON WATER
PARKS VICTORIA
SHEET 06
12AT-06
WARNINGBEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDERGROUND SERVICES SHOWN AREAPPROXIMATE ONLY AND THEIR EXACT POSITION SHOULDBE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALLSERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY
ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS.
TYPE 3C 3.0m WIDE ASPHALT PATH - WITH RETAINING EDGE AND HAND RAIL TO ONE SIDE
TYPE D WHITE ROADSIDE BOLLARD (FRANGIBLE WITH REFLECTORS)
TYPE 3D 3.0m WIDE ASPHALT PATH - WITH GAL MS RETAINING WALL NO HANDRAIL
DRAWING KEY
TYPE 4C STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN)
TYPE 4D
STEEL SUBFLOOR AND HANDRAIL - BOTH SIDES (UP TO 11.0m SPAN)
EXISTING SIGN
DIRECTIONAL SIGN BOARD
SIGNAGE
MAIN SIGN WITH MAP
NEW REGULATORY SIGN
D1
B1
900 x 600 GRATED CATCH PIT (IDM....)
DN300 CLASS 3 RRJ RCP (IDM....)
DRAINAGE (REFER DWG 12AT- D1)
CONCRETE HEADWALL (IDM.......)
DRIVEABLE CONCRETE HEADWALL (IDM.....)
TABLE DRAIN (MIN 1.0m WIDE MIN 150 DEEP)
DN150-300 ROCK STABILISATION
TIMBER BOARDWALK WITH HANDRAIL TO ONE SIDETYPE 4E
TYPE E HIGH VIS YELLOW BOLLARD
PRELIMINARY ONLYNOT FOR CONSTRUCTION PURPOSES
KEY PLAN
06A
YOUARE HERE
CURDIEVALE - PORT CAMPBELL ROADGENERAL ARRANGEMENTSCH-2750 to CH-3600
PATH TYPE 1B2.5M WIDE UNSEALEDPATH - WITH GEOFABRIC
DN300 RRJ RCPCUT OFF DRAIN
Version: 1, Version Date: 26/05/2020Document Set ID: 2870983
48.93
48.9748
.89
48.89
48.89
48.97
49.11
49.17
49.16
49.07
49.0249
.11
47.60 47
.47 47.62
47.6648
.0548.24
48.58
48.87
48.95
49.06 48
.99 48.87
48.96
48.89
48.90
49.04
49.10
49.34
49.43
49.48
49.51
49.57
49.69
49.42
49.34
49.32
49.24
49.09
49.11
48.58
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
//
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
//
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
50.37
50.35
50.37
49.94
49.76
49.50
48.63
48.01
47.53
47.33
47.19
47.34
47.4647
.70
48.13
49.16
49.37
49.6749
.91
50.13
49.76
49.81
48.69
48.97
49.76
49.68
49.90
49.80
50.01
50.20
50.27
49.97
49.86
49.64
49.84
49.29
49.88
49.41
49.45
49.19
48.97
49.1649
.50
48.74
47.7748
.1848
.2748.32
48.54
48.87
49.35
49.25
49.08
49.16
49.02
48.5948
.57
47.82
50.13
50.30
47.48
47.18
46.9349
.29
48.12
47.63
47.54
48.54
49.93
49.55
49.52
49.46
49.98
49.76
50.00
50.23
49.72
49.89
50.2350
.2950.34
49.64
49.2249
.2149.2249
.1849.19
49.20
49.00
49.00
49.23
49.3049
.3849.68
49.70
49.32
49.24
49.22
48.7649
.21
49.21
48.98
48.94
47.95
47.34
47.03
46.92
46.97
47.17
47.42
48.72
48.18
46.99
47.01
50.33
49.2149
.21
49.15
49.21
49.7049
.9250
.02
49.90
47.05
49.22
49.2449
.22
48.18
49.2449
.22
49.23
49.1549.56
49.73
49.66
49.59
49.35
49.18
49.1549
.25
49.47
49.78
49.58
49.40
49.18
49.08
48.98
49.09
49.25
49.36
49.60
49.68
49.58
49.78
49.99
49.85
49.80
49.77
49.85
49.88
48.95
49.80
49.60
49.40
49.20
49.06
48.95
48.73
49.78
GRAVEL
CONCRETE
DENSE VEGETATION
DENSE VEGETATION
GRASS
UNDERPASS
DENSE VEGETATION
GATE
GATE Height to roof
1.795m
12.00
10.00
2.00
148 CURDIEVALE - PORT CAMPBELL ROAD
#S
W4-3A
W6-9WWWWWWWW8-23
#S
W6-9WWWWWW8-23
R1-2W4-3A
2.50
2.50
3.00
CH-3450
4
9.54
8
49.
422
49.
437
49.
047
48.
851
48.
754
48.
549
48.
505
48.
428
48.
341
48.
346
48.
343
48.
195
48.
194
48.
108
48.
125
48.
080
48.
141
48.
356
47.
584
47.
283
47.
152
47.
159
47.
141
47.
136
47.
073
48.
238
48.
736
48.
027
48.
204
48.
375
48.
409
48.
556
48.
746
48.
920
48.
963
48.
981
48.
918
48.
888
48.
881
0.
00
1.
94
2.
55
6.
54
7.
95
10.
42
11.
42 1
1.65
12.
60
14.
08 1
4.11
14.
37
16.
02 1
6.06
16.
71 1
7.38
17.
79 1
7.81
17.
90 1
7.99
18.
02 2
0.25
20.
30 2
0.33
20.
72 2
2.15
22.
20 2
2.24
22.
35 2
2.73
22.
97 2
3.11
23.
43 2
5.26
26.
08 2
6.63
27.
35
28.
96 2
9.28
30.
00
RL.45.50m
NATURAL
OFFSET
49.234
1 in 14 49.684
MAINTAIN 1.80mCLARENCE TO
MATCH EXISTING
49.
793
49.
777
49.
679
49.
556
47.
782
47.
606
47.
615
47.
552
47.
547
47.
467
47.
434
47.
118
46.
998
49.
189
49.
217
49.
212
49.
118
49.
223
49.
182
49.
203
20.
00
19.
49 1
9.44
17.
84
16.
22
10.
97 1
0.56
10.
48
9.64
9.
20
7.
99
7.
24
4.
40
3.
13
3.05
3.
03
2.93
2.
81
1.50
0.
42
0.00
2.
00
RL.45.00m
49.234
49.684
EXISTING VEHICLE BARRIER
NEW BRIDGE, REFER TO
0.45
MIN
1.80 EXISTING UNDERPASS CLEARANCE 1.795M
BOARDWALK/BRIDGE TYPE 1
R O A D
10.0M LONG x 3.OM WIDE FRP BRIDGE WITHHANDRAIL TO BOTH SIDES. (MAINTAIN EXROOF CLEARANCE TO UNDER PASS 1.795mm)
3.0M WIDE CONCRETE PATH
REMOVE TREE
PORT CAMPBELL
TIMBOON
3.0M WIDE CONCRETE PATH
INSTALL WHITE ROADSIDE MARKERS WITHREFLECTORS AT 3.0M C/C.
EXTEND HANDRAILTO MATCH EX GATE
CONCRETE SLEEPERRETAINING WALL
1:500 @ A3
SHEET 04
WARNINGBEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDERGROUND SERVICES SHOWN AREAPPROXIMATE ONLY AND THEIR EXACT POSITION SHOULDBE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALLSERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY
ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS.
CANTILEVERED STEEL FLOOR WITH TIMBER LOOKOUT RAIL - ONE SIDE
TYPE 4B
STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN)ELEVATED BOARDWALK TYPES (REFER DWG 12AT - B1 - B3)
TYPE A POST AND WIRE
TYPE B POST AND RAIL (FRANGIBLE WITH REFLECTORS)
FENCING TYPES (REFER DWG 12AT - F1)
TYPE C VEHICLE BARRIER - INCLUDING TERMINATIONS
TYPE 3C 3.0m WIDE ASPHALT PATH - WITH RETAINING EDGE AND HAND RAIL TO ONE SIDE
/ / /
TYPE D WHITE ROADSIDE BOLLARD (FRANGIBLE WITH REFLECTORS)
TYPE 3D 3.0m WIDE ASPHALT PATH - WITH GAL MS RETAINING WALL NO HANDRAIL
DRAWING KEY
TYPE 4C STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN)
TYPE 4D
STEEL SUBFLOOR AND HANDRAIL - BOTH SIDES (UP TO 11.0m SPAN)
EXISTING SIGN
DIRECTIONAL SIGN BOARD
SIGNAGE
MAIN SIGN WITH MAP
NEW REGULATORY SIGN
D1
B1
900 x 600 GRATED CATCH PIT (IDM....)
DN300 CLASS 3 RRJ RCP (IDM....)
DRAINAGE (REFER DWG 12AT- D1)
CONCRETE HEADWALL (IDM.......)
DRIVEABLE CONCRETE HEADWALL (IDM.....)
TABLE DRAIN (MIN 1.0m WIDE MIN 150 DEEP)
DN150-300 ROCK STABILISATION
TIMBER BOARDWALK WITH HANDRAIL TO ONE SIDETYPE 4E
TYPE E HIGH VIS YELLOW BOLLARD LLARD (FRANGIBLE WITH REFLECTORS)
PRELIMINARY ONLYNOT FOR CONSTRUCTION PURPOSES
12AT-06A
YELLOW HIGH VIS BRIDGE PROTECTION BOLLARD
EXISTING GAL VEHICLE BARRIER
1.0M CLEARANCETO VALVE
Version: 1, Version Date: 26/05/2020Document Set ID: 2870983
CURDIEVALE -
PORT C
AMPBELL ROAD
No. 168Curdievale - Port Campbell Rd
0 CH-4200
CH-370
0
CH-4150
CH-4100
CH-4050
CH-4000
CH-3950
CH-3900
CH-3850
CH-3800 CH-375
0
CH-365
0
CH-360
0
CH-3550
SHEET 07
12AT-07
WARNINGBEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDERGROUND SERVICES SHOWN AREAPPROXIMATE ONLY AND THEIR EXACT POSITION SHOULDBE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALLSERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY
ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS.
TYPE 3C 3.0m WIDE ASPHALT PATH - WITH RETAINING EDGE AND HAND RAIL TO ONE SIDE
TYPE D WHITE ROADSIDE BOLLARD (FRANGIBLE WITH REFLECTORS)
TYPE 3D 3.0m WIDE ASPHALT PATH - WITH GAL MS RETAINING WALL NO HANDRAIL
DRAWING KEY
TYPE 4C STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN)
TYPE 4D
STEEL SUBFLOOR AND HANDRAIL - BOTH SIDES (UP TO 11.0m SPAN)
EXISTING SIGN
DIRECTIONAL SIGN BOARD
SIGNAGE
MAIN SIGN WITH MAP
NEW REGULATORY SIGN
D1
B1
900 x 600 GRATED CATCH PIT (IDM....)
DN300 CLASS 3 RRJ RCP (IDM....)
DRAINAGE (REFER DWG 12AT- D1)
CONCRETE HEADWALL (IDM.......)
DRIVEABLE CONCRETE HEADWALL (IDM.....)
TABLE DRAIN (MIN 1.0m WIDE MIN 150 DEEP)
DN150-300 ROCK STABILISATION
TIMBER BOARDWALK WITH HANDRAIL TO ONE SIDETYPE 4E
TYPE E HIGH VIS YELLOW BOLLARD
PRELIMINARY ONLYNOT FOR CONSTRUCTION PURPOSES
KEY PLAN
YOUARE HERE
CURDIEVALE - PORT CAMPBELL ROADGENERAL ARRANGEMENTSCH-3600 to CH-3550
CTG284-SD
CT284
CTG284-SDD
CT284
TYPE 1B 2.5mWIDE UNSEALEDPATH WITHGEOFABRIC
TYPE 4A 3.0m WIDESTEEL BOARDWALKWITH HANDRAILBOTH SIDES
TYPE 1A2.50m WIDEUNSEALED PATH
TYPE 1A2.50m WIDEUNSEALED PATH
DN300 RRJ RCPCUT OFF DRAIN
Version: 1, Version Date: 26/05/2020Document Set ID: 2870983
CURDIEVALE - PORT CAMPBELL ROAD
No. 253 Curdievale - Port Campbell Rd
No. 224Curdievale - Port Campbell Rd
No. 384Great Ocean Rd
CH
-5100
CH
-5050
CH
-5000
CH
-4950
CH
-4900
CH
-4850
CH
-4800
CH
-4750
CH
-4700
CH
-4650
CH
-4600
CH-4550
CH-4500
CH-4450
CH-4400
CH-4350
CH-4300
C
SHEET 08
12AT-08
WARNINGBEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDERGROUND SERVICES SHOWN AREAPPROXIMATE ONLY AND THEIR EXACT POSITION SHOULDBE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALLSERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY
ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS.
TYPE 3C 3.0m WIDE ASPHALT PATH - WITH RETAINING EDGE AND HAND RAIL TO ONE SIDE
/ / /
TYPE D WHITE ROADSIDE BOLLARD (FRANGIBLE WITH REFLECTORS)
TYPE 3D 3.0m WIDE ASPHALT PATH - WITH GAL MS RETAINING WALL NO HANDRAIL
DRAWING KEY
TYPE 4C STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN)
TYPE 4D
STEEL SUBFLOOR AND HANDRAIL - BOTH SIDES (UP TO 11.0m SPAN)
EXISTING SIGN
DIRECTIONAL SIGN BOARD
SIGNAGE
MAIN SIGN WITH MAP
NEW REGULATORY SIGN
D1
B1
900 x 600 GRATED CATCH PIT (IDM....)
DN300 CLASS 3 RRJ RCP (IDM....)
DRAINAGE (REFER DWG 12AT- D1)
CONCRETE HEADWALL (IDM.......)
DRIVEABLE CONCRETE HEADWALL (IDM.....)
TABLE DRAIN (MIN 1.0m WIDE MIN 150 DEEP)
DN150-300 ROCK STABILISATION
TIMBER BOARDWALK WITH HANDRAIL TO ONE SIDETYPE 4E
TYPE EHIGH VIS YELLOW BOLLARD(FRANGIBLE WITH REFLECTORS)
INSTALL WHITE ROAD SIDE MARKERSWITH REFLECTORS AT 5.0M C/C.
YELLOW HIGH VIS BRIDGEPROTECTION BOLLARD
YELLOW HIGH VIS BRIDGEPROTECTION BOLLARD
12AT-08A
2.0 M HIGH GAL MS PERFORATEDMESH SCREEN
2.00
0.45
Version: 1, Version Date: 26/05/2020Document Set ID: 2870983
No. 19Langleys Rd
No. 30Langleys Rd
CURDIEVALE - PORT CAMPBELL ROAD
LAN
GLEYS R
OA
DNo. 330 Curdievale - Port Campbell Rd
CH
-5900 CH
-5850 CH
-5800 CH
-5750 CH
-5700
CH
-5650
CH
-5600
CH
-5550
CH
-5500
CH
-5450
CH
-5400
CH
-5350
CH
-5300
CH
-5250CH
-5200
CH
-5150
CH
-5100
SHEET 09
12AT-09
WARNINGBEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDERGROUND SERVICES SHOWN AREAPPROXIMATE ONLY AND THEIR EXACT POSITION SHOULDBE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALLSERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY
ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS.
TYPE 3C 3.0m WIDE ASPHALT PATH - WITH RETAINING EDGE AND HAND RAIL TO ONE SIDE
TYPE D WHITE ROADSIDE BOLLARD (FRANGIBLE WITH REFLECTORS)
TYPE 3D 3.0m WIDE ASPHALT PATH - WITH GAL MS RETAINING WALL NO HANDRAIL
DRAWING KEY
TYPE 4C STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN)
TYPE 4D
STEEL SUBFLOOR AND HANDRAIL - BOTH SIDES (UP TO 11.0m SPAN)
EXISTING SIGN
DIRECTIONAL SIGN BOARD
SIGNAGE
MAIN SIGN WITH MAP
NEW REGULATORY SIGN
D1
B1
900 x 600 GRATED CATCH PIT (IDM....)
DN300 CLASS 3 RRJ RCP (IDM....)
DRAINAGE (REFER DWG 12AT- D1)
CONCRETE HEADWALL (IDM.......)
DRIVEABLE CONCRETE HEADWALL (IDM.....)
TABLE DRAIN (MIN 1.0m WIDE MIN 150 DEEP)
DN150-300 ROCK STABILISATION
TIMBER BOARDWALK WITH HANDRAIL TO ONE SIDETYPE 4E
TYPE E HIGH VIS YELLOW BOLLARD
PRELIMINARY ONLYNOT FOR CONSTRUCTION PURPOSES
KEY PLAN
YOUARE HERE
CURDIEVALE - PORT CAMPBELL ROADGENERAL ARRANGEMENTSCH-5100 to CH-5900
W6-9W8-23
W6-9
W8-23R1-2
TYPE 1B 2.5mWIDE UNSEALEDPATH WITHGEOFABRIC
DN300 RRJ RCPCUT OFF DRAIN
Version: 1, Version Date: 26/05/2020Document Set ID: 2870983
10A
CU
CU
RD
IEVA
LE -
PO
RT
CA
MPB
ELL
RO
AD
No. 450 Curdievale - Port Campbell Rd
No. 393 Curdievale - Port Campbell Rd
CH-6550
CH-6500
CH-6450
CH-6400
CH-6350
CH-6300
CH-6250
CH-6200
CH-6150
CH
-6100
CH
-6050 CH
-6000
CH
-5950
CH
-5900 CH
-5850 CH
-5800
SHEET 10
12AT-10
WARNINGBEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDERGROUND SERVICES SHOWN AREAPPROXIMATE ONLY AND THEIR EXACT POSITION SHOULDBE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALLSERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY
ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS.
DRAFT FUNCTIONAL DESIGN21.05.20 B DRAFT SITE COMMENTS 18/05/20
WARNINGBEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDERGROUND SERVICES SHOWN AREAPPROXIMATE ONLY AND THEIR EXACT POSITION SHOULDBE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALLSERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY
ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS.
TYPE 1A 2.5m WIDE UNSEALED PATH - NO EDGING
TYPE 1B 2.5m WIDE UNSEALED PATH - WITH GEOFABRIC
TYPE 1C WIDEN - TOP DRESS EXISTING PATH/ DRIVEWAY TO 2.5m
TYPE 3A 2.5M WIDE ASPHALT PATH - NO HANDRAIL
TYPE 3B 3.0m WIDE ASPHALT PATH - TIMBER HANDRAIL TO ONE SIDE
CANTILEVERED STEEL FLOOR WITH TIMBER LOOKOUT RAIL - ONE SIDE
TYPE 4B
STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN)ELEVATED BOARDWALK TYPES (REFER DWG 12AT - B1 - B3)
TYPE A POST AND WIRE
TYPE B POST AND RAIL (FRANGIBLE WITH REFLECTORS)
FENCING TYPES (REFER DWG 12AT - F1)
TYPE C VEHICLE BARRIER - INCLUDING TERMINATIONS
TYPE 3C 3.0m WIDE ASPHALT PATH - WITH RETAINING EDGE AND HAND RAIL TO ONE SIDE
/ / / / / / / /
TYPE D WHITE ROADSIDE BOLLARD (FRANGIBLE WITH REFLECTORS)
TYPE 3D 3.0m WIDE ASPHALT PATH - WITH GAL MS RETAINING WALL NO HANDRAIL
DRAWING KEY
TYPE 4C STEEL SUBFLOOR AND HANDRAIL - ONE SIDE (3.0m SPAN)
TYPE 4D
STEEL SUBFLOOR AND HANDRAIL - BOTH SIDES (UP TO 11.0m SPAN)
EXISTING SIGN
DIRECTIONAL SIGN BOARD
SIGNAGE
MAIN SIGN WITH MAP
NEW REGULATORY SIGN
D1
B1
900 x 600 GRATED CATCH PIT (IDM....)
DN300 CLASS 3 RRJ RCP (IDM....)
DRAINAGE (REFER DWG 12AT- D1)
CONCRETE HEADWALL (IDM.......)
DRIVEABLE CONCRETE HEADWALL (IDM.....)
TABLE DRAIN (MIN 1.0m WIDE MIN 150 DEEP)
DN150-300 ROCK STABILISATION
TIMBER BOARDWALK WITH HANDRAIL TO ONE SIDETYPE 4E
TYPE E HIGH VIS YELLOW BOLLARD
PRELIMINARY ONLYNOT FOR CONSTRUCTION PURPOSES
2.5m WIDE UNSEALED PATHTYPE 1A
WHITE ROADSIDE MARKER WITHREFLECTORS (4NO)
TO PORT CAMPBELL
R8-2
R8-2
W6-9W8-23R1-2
POST AND WELD MESHFENCE TYPE 1B
WHITE ROADSIDE MARKER WITHREFLECTORS (4No)
TO TIMBOON
WANNON WATER ACCESS ROAD - CURDIEVALE - PORT CAMPBELL ROAD
DETAIL PLAN 393 CURDIEVALE -PORT CAMPBELL ROADCH-5400 TO CH-5550
W6-9W8-23
W6-9
W8-23
W6-9W8-23R1-2
Version: 1, Version Date: 26/05/2020Document Set ID: 2870983
NORTH SOUTH ROAD
No. 548 Curdievale - Port Campbell Rd
CU
RD
IEVA
LE -
PO
RT
CA
MPB
ELL
RO
AD
BRUMBYS ROAD
CURD
IEVA
LE -
PORT
CAM
PBEL
L RO
AD
No. 450 Curdievale - Port Campbell Rd
CH
-7450
CH
-7400
CH
-7350
CH
-7300
CH
-7250
CH
-7200
CH
-7150
CH
-7100
CH
-7050
CH
-7000
CH
-6950
CH
-6900
CH
-6850
CH-6800
CH-6750
CH-6700
CH-6650
CH-6600
CH-6550
CH-6500
6450
SHEET 11
12AT-11
WARNINGBEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDERGROUND SERVICES SHOWN AREAPPROXIMATE ONLY AND THEIR EXACT POSITION SHOULDBE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALLSERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY
ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS.
DRAFT FUNCTIONAL DESIGN21.05.20 B DRAFT SITE COMMENTS 18/05/20
WARNINGBEWARE OF UNDERGROUND SERVICESTHE LOCATION OF UNDERGROUND SERVICES SHOWN AREAPPROXIMATE ONLY AND THEIR EXACT POSITION SHOULDBE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALLSERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY
ALL SERVICES ON SITE PRIOR TO ANY EXCAVATION WORKS.
TYPE 1A 2.5m WIDE UNSEALED PATH - NO EDGING
TYPE 1B 2.5m WIDE UNSEALED PATH - WITH GEOFABRIC
TYPE 1C WIDEN - TOP DRESS EXISTING PATH/ DRIVEWAY TO 2.5m
TYPE 3A 2.5M WIDE ASPHALT PATH - NO HANDRAIL
TYPE 3B 3.0m WIDE ASPHALT PATH - TIMBER HANDRAIL TO ONE SIDE