BRISBANE CITY COUNCIL BRETTS WHARF CityCat TERMINAL 41

Transcription

BRISBANE CITY COUNCIL
BRETTS WHARF CityCat TERMINAL
41-27289-03
NEW BRETTS WHARF CityCat TERMINAL
1. ARCHITECTURAL
41-27289-03 A001
41-27289-03 A002
41-27289-03 A003
41-27289-03 A004
41-27289-03 A005
41-27289-03 A006
41-27289-03 A007
41-27289-03 A100
41-27289-03 A101
41-27289-03 A102
41-27289-03 A113
41-27289-03 A114
41-27289-03 A120
41-27289-03 A121
41-27289-03 A122
41-27289-03 A123
41-27289-03 A200
41-27289-03 A210
41-27289-03 A211
41-27289-03 A220
41-22279-03 A300
41-22279-03 A310
41-22279-03 A311
41-27289-03 A500
41-27289-03 A501
41-27289-03 A502
41-27289-03 A503
COVER SHEET
LEGEND AND NOTES
DEMOLITION PLAN
TERMINAL SITE PLAN
LIFE SAFETY & SIGNAGE PLAN
ROOF PLAN
SITE ELEVATIONS & SECTIONS
WAITING AREA PLAN, ROOF PLAN & RCP
WAITING AREA ELEVATIONS
WAITING AREA SECTIONS
WAITING AREA ELEC CBD/ WATER TNK DETAILS
WAITING AREA CONSTRUCTION DETAILS
WAITING AREA WALL SECTIONS SHEET 1
WAITING AREA DETAIL SECTIONS
WAITING AREA RAMP AND GATE DETAILS SHEET
PONTOON FLOOR PLAN
PONTOON ELEVATIONS
PONTOON SECTIONS
PONTOON WALL SECTIONS
GANGWAY PLAN, ROOF PLAN & RCP
GANGWAY ELEVATIONS & SECTIONS
GANGWAY CONSTRUCTION DETAILS SHEET 1
BALUSTRADE DETAILS SHEET 1 OF 3
HANDRAIL DETAILS
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
2. MARINE
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-22279-03
41-22279-03
41-22279-03
41-22279-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
41-27289-03
A600
A601
A602
A603
A604
A700
A702
A800
A810
A900
ENTRY PORTAL LAYOUT
GATE DETAILS SHEET 2
LOUVRE DETAILS SHEET 1
PONTOON GATE DETAILS SHEET 3
WAITING AREA TIMETABLE & LCP DETAILS
WAITING AREA WATERTANK DETAILS
WAITING AREA SEATING DETAILS PLAN
WAITING AREA SEATING DETAILS SHEET
WAITING AREA SIGNAGE DETAILS
M001
M100
M101
M102
M103
M200
M201
M202
M300
M301
M302
M305
M400
M401
M402
M403
M404
MARINE NOTES
PILE SETOUT PLAN & SCHEDULE
PILE ELEVATIONS
PILE DETAILS
PILE CATHODIC PROTECTION DETAILS
SLAB PLAN
REINFORCEMENT PLAN
SLAB SECTIONS & DETAILS
GANGWAY FRAMING PLANS & SECTION
GANGWAY DETAILS SHEET 1
PONTOON GENERAL ARRANGEMENT & SECTIONS
PONTOON FRAMING PLAN & SECTIONS
PONTOON STIFFENER PLAN & SECTIONS
PONTOON TYPICAL DETAILS SHEET 1
PONTOON TYPICAL DETAILS SHEET 2
41-27289-03 M405
41-27289-03 M406
3. STRUCTURAL
41-27289-03 S001
41-27289-03 S100
41-27289-03 S101
41-27289-03 S102
41-27289-03 S103
41-27289-03 S110
41-27289-03 S111
41-22279-03 S200
41-22279-03 S201
41-22279-03 S202
41-22279-03 S300
4. ELECTRICAL
41-27289-03 E001
41-27289-03 E002
41-27289-03 E003
41-27289-03 E004
41-27289-03 E005
5. HYDRAULIC
41-27289-03 H301
41-27289-03 H302
PONTOON FENDER & FRAME DETAILS SHEET 1
PONTOON BALLAST PLAN & SECTION
STRUCTURAL NOTES
WAITING AREA STRUCTURAL STEEL PLANS
WAITING AREA ELEVATIONS AND SECTIONS
WAITING AREA DETAILS SHEET 1
WAITING AREA DETAILS SHEET 2
ENTRY PORTAL LAYOUT
ENTRY PORTAL ELEVATIONS AND SECTIONS
PONTOON COVER STRUCTURE PLANS
PONTOON COVER STRUCTURE ELEVATIONS AND
SECTIONS
PONTOON COVER STRUCTURE DETAILS SHEET 1
BALUSTRADE AND SCREEN DETAIL
POWER & COMMUNICATIONS LAYOUT
LIGHTING LAYOUT
CCTV, FIRE & COMMUNICATION SYSTEM LAYOUT
SCHEMATICS & DETAILS
EXTERNAL ELECTRICAL
LOCALITY PLAN, LEGEND & NOTES
ROOF WATER DRAINAGE & WATER SERVICES LAYOUT
NOTE
1. GANGWAY DRAWINGS (WITH STRIKE
THROUGH) HAVE BEEN REMOVED FROM SCOPE
OF THIS DRAWING SET. REFER AURECON
DESIGN DRAWINGS OF GANGWAY FOR SCOPE
OF WORKS AND DETAILS
DO NOT SCALE
Drawn
BL / C. HICKLING
Drafting *L. CLEM
Check
1
REVISIONS AS CLOUDED
B.L
MAE*
POK*
30.04.14
0
ISSUE FOR CONSTRUCTION
C.H
MAE*
POK*
14.03.14
No
Revision
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: 5/05/2014 2:51:26 PM
Drawn
Checked Approved
Date
Cad File No: C:\Users\chickling\Documents\41-27289-BrettsWharf_Site_Model_chickling.rvt
145 Ann St Brisbane QLD 4000 Australia
GPO Box 668 Brisbane QLD 4001
T 61 7 3316 3000
F 61 7 3316 3333
E bnemail@ghd.com
W www.ghd.com
Conditions of Use.
This document may only be used by
GHD's client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose.
Approved
P.O'KEEFFE
Date
14.03.14
Scale
Designed GRK/L. CARTER
Client
Design
Check
Project
*R. WILLIAMS
SITE ADDRESS:
RACECOURSE ROAD, HAMILTON
LOCAL AUTHORITY:
Title
COVER SHEET
This Drawing must not be
used for Construction unless
signed as Approved
Original Size
A1
Drawing No:
41-27289-03- A001
Rev:
1
ANNOTATION LEGEND
ABC
ANNOTATION ABBREVIATION (REFER LEGEND)
G23
GATE NUMBER
ABBREVIATION
CEILING TYPE AND HEIGHT
AGG
low
high
ROOF PLAN PITCH AND DIRECTION
??° PITCH
BAL.1
BAL.2
BAL.3
CEILING LEGEND
ACT
2400
BAL.4
BAL.5
BAL.6
BAL.7
CEILING TYPE AND HEIGHT
CEILING SETOUT POINT
BCA
BG
CEILING TYPES:
FC
ACT
SCT
U/S
OFF
ABBREVIATION
GBD
ADF
ACT
2400
ABBREVIATION LEGEND
DESCRIPTION
BPF
C-SEC
CBC
CBP
CBR
CHS
PAINTED 6mm FIBRE CEMENT
SUSPENDED ACOUSTIC CEILING TILES
SUSPENDED CEILING TILE
UNDERSIDE OF ROOF OR SLAB ABOVE
COLORBOND ACOUSTIC METAL SYSTEM
EXISTING CEILING MADE GOOD
PAINTED OFF FORM CONCRETE
COL
DP
EA
ECB
EJ
COMCORK AQUADECK 3mm FLOORING 'STORM GREY' - 'R12'
SLIP RESISTANCE
EXPOSED AGGREGATE FINISH - HANSON 'SPECTRUM-X'
COLOUR TO MATCH EXISTING (C.O.S), SAND BLASTED WITH
'CCS STAIN BLOCK' PENETRATING SEALANT
1400mm HIGH STAINLESS STEEL BALUSTRADE TO RAMP1 &
WAITING AREA
STAINLESS STEEL LASER CUT PANELS ON 75x5mm GALV. EA
1800mm HIGH STAINLESS STEEL BALUSTRADE BEHIND
SEATING TO WAITING AREA
1800mm HIGH STAINLESS STEEL BALUSTRADE WITH LOUVRE
SUPPORT
1100mm HIGH STAINLESS STEEL BALUSTRADE TO GANGWAY
1100mm HIGH STAINLESS STEEL BALUSTRADE TO PONTOON
1100mm HIGH GALVANISED WEBFORGE MONOWILLS
BALUSTRADE TO OPERATOR'S ACCESS WHARF
BARGE CAPPING
450W x 125D COLORBOND 0.70mm BMT STEEL BOX GUTTER
LINING
BIRD PREVENTION SYSTEM - BIRD SHOCK - FLEX TRACK
COLD ROLLED C-SECTION (REFER STRUCTURAL DRAWINGS)
COLORBOND CAPPING
COLORBOND BARGE CAPPING
COLORBOND RIDGE CAPPING
CIRCULAR HOLLOW SECTION (REFER STRUCTURAL
DRAWINGS)
STRUCTURAL COLUMN (REFER STRUCTURAL DRAWINGS)
100mm DIA STAINLESS STEEL 316 GRADE DOWNPIPE (FF
INDICATES FIRST FLUSH DEVICE) (REFER HYDRAULIC
DRAWINGS)
EQUAL ANGLE (REFER STRUCTURAL DRAWINGS)
ELECTRICAL CUPBOARD
EXPANSION JOINT
ALUCOBOND 4mm THICK FASCIA PANELS FIXED TO
MANUFACTURERS SPECIFICATIONS AND INCLUDING ALL
NECESSARY SUPPORT FRAMING.
FB.1
ALTIFORM FURNITURE BATTENS - GLASS REINFORCED HDPE
PLASTIC 38x63.5 POLY SR - MID GREY
PLASTIC 38x88.5 POLY SR - MID GREY
PLASTIC 38x60.0 POLY SR - BULL NOSED - MID GREY
FOUNDATION BEAM
COLORBOND FLASHING
FB.2
FB.3
FBM
FLG
TRIMDEK GUTTER BOARD ON 65 x 5mm GALV. EQUAL ANGLE
SUPPORTS FIXED AT MAX 450mm CENTRES
GALVANISED FRAME
GUTTER TO WAITING AREA ROOF
GUTTER TO PONTOON ROOF
HONED CONCRETE FINISH - HANSON 'IVORY AND CAPRICORN'WITH 'CCS STAIN BLOCK' PENETRATING SEALANT
GF
GU.1
GU.2
HAF
HDG
HDR.1
HOT DIP GALVANISED
STAINLESS STEEL 316 GRADE ACCESSIBLE HANDRAIL WITH
KICK RAIL TO COMPLY WITH AS1428.1 2009
**DO NOT USE**
STAINLESS STEEL 316 GRADE HAND RAIL
GREEN INSULATION REFLECTA-GUARD
6mm THICK STAINLESS STEEL 316 GRADE LASER CUT
PANELS
SHADE LOUVRE, HUNTER DOUGLAS ALUMINIUM AEROBRISE
'150mm x 25mm' deep FACE FIXED
NAIL IN CONCRETE
100mm DIA STAINLESS STEEL 316 GRADE WATERTANK
OVERFLOW PIPE
FIBRE GLASS PILE CAP (REFER MARINE DRAWINGS)
PORTAL FRAME (REFER STRUCTURAL DRAWINGS)
PARALLEL FLANGE CHANNEL (REFER STRUCTURAL
DRAWINGS)
PURLIN (REFER STRUCTURAL DRAWINGS)
PUMP CONNECTED TO RAINWATER TANK (REFER
HYDRAULIC DRAWINGS)
CLEARSONICS PEDESTAL WAYPHONE 210mmW x 1475mmH x
130mmD
RAFTER (REFER STRUCTURAL DRAWINGS)
RECTANGULAR HOLLOW SECTION
LYSAGHT LONGLINE 305, COLORBOND 'ULTRA', PLAIN FLAT
PANS - 0.70mm BMT - ROOF SHEETING
KINGSPAN INSULATED TRAPEZOIDAL ROOF PANEL SYSTEM
(KS-1000-RW), 95mm OVERALL THICKNESS. COLORBOND 'ULTRA'
CUSTOM MANUFACTURED 2000L STAINLESS STEEL 316
GRADE RAINWATER TANK
SQUARE HOLLOW SECTION (REFER STRUCTURAL
DRAWINGS)
LED STRIP LIGHTING (SEE ELECTRICAL LEGEND
41-27289-E103)
450L x 450W x 125D ZINCALUME BOX GUTTER SUMP
ALUCOBOND 4mm THICK 1200mm x 600mm SOFFIT PANELS
FIXED TO MANUFACTURERS SPECIFICATIONS
12mm MARINE PLY SCREW FIXED TO STUDS & 4mm LCP
STAINLESS STEEL SHEETING GLUE & SCREW FIXED TO
EXTERIOR FACE OF PLY
'SANYO' HIP-210NKHE6 SOLAR PANEL 1580mm x 798mm WITH
SUNLOCK MOUNTING SYSTEM - FIXED TO MANUFACTURER'S
SPECIFICATION
100mmL x 70mmD COLORBOND STEEL DOWNPIPE SPITTER
TO GUTTER
100mmL x 70mmD COLORBOND STEEL OVERFLOW SPITTER
TO GUTTER
STAINLESS STEEL
WARNING TACTILE GROUND SURFACE INDICATOR
INSTALLED IN ACCORDANCE WITH AS1428.1, AS1428.2 & AS
1428.4 2009
STAINLESS STEEL TAPWARE - NONPOTABLE SIGN
UNIVERSAL BEAM (REFER STRUCTURAL DRAWINGS)
UNIVERSAL COLUMN (REFER STRUCTURAL DRAWINGS)
UNEQUAL ANGLE (REFER STRUCTURAL DRAWINGS)
3mm MIN THICKNESS ULTRA HIGH POLYETHELYNE
SEPARATION FOR DISSIMILAR METALS
VERTICAL BRACING (REFER STRUCTURAL DRAWINGS)
HDR.2
HDR.3
INS
LCP
LVR.1
NIC
OF
PCP
PF
PFC
PU
PUM
PWY
RA
RHS
RSH.1
RSH.2
FAS.1
RW TANK
SHS
SL
SMP
SOF.1
SOF.2
NOTES:
SP
1. SEPARATE ALL DISSIMILAR METALS FROM EACH OTHER BY
INSERTING DURABLE ELECTRICALLY INSULATING MATERIAL
AT EVERY CONTACT POINT. SEPARATION METHODS MAY
INCLUDE WASHERS AND SLEEVES ON BOLTS, INSERTS
BETWEEN MATING SURFACES AND OTHER METHODS AS
APPROVED.
2. PREVENT CONTACT OF ALUMINIUM WITH ANY CONCRETE,
CEMENT, GROUT OR OTHERWISE ALKALINE SURFACES.
SPT.1
SPT.2
SS
TGSI-A
GATE CONSTRUCTION NOTES:
1. FRAME TO BE MANUFACTURED OUT OF STAINLESS STEEL
GRADE 316
2. MULLIONS TO BE 75x6mm FLAT STAINLESS STEEL
GRADE 316 AT 125mm CENTRES MAXIMUM
3. GATE ANTI-TAMPER PLATE TO BE MINIMUM 3mm THICK
STAINLESS STEEL GRADE 316 AND SIZED TO AVOID INSIDE
HANDLE BEING OPENED FROM OUTSIDE
4. GATE TO BE LOCKABLE WITH HORIZONTAL GRAB RAIL ON
INSIDE FIXED TO CENTRE OF ANTI-TAMPER PLATE.
CONTRACTOR TO SUPPLY TYPE FOR APPROVAL.
Mark
G1 (REMOVED)
G2
G3
G4
G5
G6
G7
G8
G9
G10
Height
1100
1100
1100
1100
1100
1100
1100
2700
2700
TP.01
UB
UC
UEA
UHPE
VB
Width
1080
1080
1800
1800
1400
1080
1080
4000 (4 EQ PANELS)
5800 (6 EQ PANELS)
GATE SCHEDULE
Frame
Type
Gate Finish
Gate Type
WELDED FLAT PLATE
WELDED FLAT PLATE
WELDED FLAT PLATE
WELDED FLAT PLATE
WELDED FLAT PLATE
WELDED FLAT PLATE
WELDED FLAT PLATE
WELDED ANGLED PLATE
WELDED ANGLED PLATE
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
POWDERCOATED ALUMINIUM
RHS
RHS
RHS
RHS
RHS
RHS
RHS
RHS
RHS
Frame Finish
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
Comments
SWING
SWING
SLIDING WITH WHEEL ASSEMBLY
SLIDING WITH WHEEL ASSEMBLY
SWING
SWING
SWING
TOP HUNG SLIDING
TOP HUNG SLIDING
Type Comments
PONTOON
PONTOON
PONTOON
PONTOON
PONTOON
PONTOON
PONTOON
WAITING AREA
WAITING AREA
DO NOT SCALE
Drawn
BL / C. HICKLING Designed GRK/L. CARTER
Drafting *L. CLEM
Check
0
No
Revision
C.H
Plot Date: 5/05/2014 2:51:59 PM
Drawn
MAE*
POK*
Checked Approved
14.03.14
Date
ABBREVIATION LEGEND
DESCRIPTION
T 61 7 3316 3000 F 61 7 3316 3333
E bnemail@ghd.com.au W www.ghd.com.au
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
LEGEND AND NOTES
14.03.14
1:1
signed as Approved
Original Size
A1
Drawing No:
41-27289-03 - A002
Rev:
0
LEGEND
HIGHEST ASTRONOMICAL TIDE
MEAN HIGH WATER SPRINGS
HAT
LOWEST ASTRONOMICAL TIDE
MHWS
CONTOUR LINES
AHD
MLWS
LAT
AHD
LAT
1.65
2.89
1.06
2.30
0.0
1.24
-0.85
0.39
-1.24
0.0
TIDAL PLANES FOR 2013 TIDE TABLES
EXISTING TREE TO BE RETAINED
49065 (BOUNDARY OF AREA OF DEMOLITION)
EXISTING BOARDWALK
SOP1
MANGROVES
REMOVE EXISTING
BOLLARD
EXISTING BOLLARDS
TO REMAIN
SOP4
HAT
MHWS
BOUNDARY OF AREA OF DEMOLITION
WATER AREA ALLOCATION BOUNDARY
43280
LAT
PROPOSED GANGWAY
SOP2
PROPOSED PONTOON
SOP3
36270
NOTE:
FOR INFORMATION ONLY. EXISTING
CUT-OFF PILES IDENTIFIED BY MULTIBEAM SONAR SURVEY
BOUNDARY OF AREA OF DEMOLITION
PROPOSED WAITING AREA
INE
G QUAYL
EXISTN
EXISTING QUAYLINE
EXISTING QUAYLINE
LITION
OF DEMO
OF AREA
BOUNDARY
49485
REMOVE EXISTING
NAVIGATION MARKER IN
ACCORDANCE WITH THE
REQUIREMENT OF THE
REGIONAL HARBOUR
MASTER
INE
G QUAYL
EXISTN
DEMOLITION PLAN
SCALE
1 : 200
0
DO NOT SCALE
2000 4000 6000 8000 10000mm
0
No
B.L
Revision
C.H
Plot Date: 5/05/2014 2:53:17 PM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
30.04.14
14.03.14
Date
NOTE:
ALL LEVELS TO AHD
Drafting *L. CLEM
Check
SCALE 1: 200 AT ORIGINAL SIZE
1
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
P.O'KEEFFE
14.03.14
As indicated
Design
Check
*R. WILLIAMS
R. WALLIS*
Client
Project
Title
DEMOLITION PLAN
RPEQ No. 949
signed as Approved
Original Size
A1
Drawing No:
41-27289-03 - A003
Rev:
1
4162
111° 4
3'
2
632 "
151 3' 15
4
66°
COLUMN
CENTERLINE
LOCATED ON GRID
INTERSECTIONS
A
B
39
102 5 '
1
76°
16446
108° 01
'
515
"
359° 53' 15
4
37
121 ° 43'
156
N 162047.174
E 56369.860
NOTES:
1. CONTRACTORS SITE TO BE CONFIRMED BY
2. ALL LEVELS ARE MEASURED TO AHD
3. LANDWARD BOUNDARY OF COASTAL
MANAGEMENT DISTRICT COINCIDES WITH H.A.T.
18608
89° 45' 15"
N 162042.856
E 56360.330
HAT
4
SETOUT
SCALE 1 : 20
A004
SCALE 1 : 20
AHD
95
504 4' 42"
°1
165
81368 "
5' 2
177°
231 5948
°3 4
' 25
"
A004
8
RP 892884
SETOUT
92
217° 153
21' 5
"
3
MHWS
48856
186° 50' 40"
COLUMN CENTERLINE LOCATED ON
GRID INTERSECTIONS
MLWS
LAT
AHD
LAT
1.65
2.89
1.06
2.30
0.0
1.24
-0.85
0.39
-1.24
0.0
1
18635
275° 49' 40"
3911
274° 21' 45"
EXISTING BOARDWALK
NEW HANDRAIL EXTENDED
ONTO EXISTING BOARDWALK
25773
265° 0'
2
3
5
0.1
SOP1
19809
276° 50' 40"
0
SOP4
4
A
A004
4
H.A.T.
M.H.W.S.
2
1.3
1.1
GANGWAY BY
AURECON, REFER
DESIGN DRAWINGS
4
3
A102
0
-2.
-2.0
-4.0
-3.0
-4
-4
.0
0
.
4
-
-4.0
1500 CLEAR
-3.0
-2.
0
6
.0
0
-5.
C
C
D
STEEL PONTOON
0
.8.
--84. 0
-6.3
00
.0
INE
G QUAYL
EXISTN
3
SETOUT POINT No.
EASTING
SOP 1
56374.912
162047.966
SOP 2
56366.191
162015.534
SOP 3
56306.142
162023.541
SOP 4
56315.787
162059.408
SOP2
-6.0
IGNMENT
LINE RE-AL
ED QUAY
PROPOS
E
LIN
K
AC
SETB
IGNMENT
LINE RE-AL
ED QUAY
PROPOS
EXISTING QUAYLINE
R
1500 CLEA
SOP3
-7.0
-5.0
0
-7. 7.0
-
STEEL PILES
WATER ALLOCATION SETOUT TABLE
-5.0
1500mm SETBACK FROM WATER
ALLOCATION BOUNDARY
-5.0
..00
.40
2
-3
--
E
-6.0
HORIZONTAL DATUM = BCSG
WATER ALLOCATION BOUNDARY
-5.0
-6.0
-4.0
-4.0
9
8
7
-3.0
-6.
0
37125
1500 CLEAR
-1
.0
-2.0
L.A.T.
-3.0
33625
2
A007
0
-2.
.0
-3
A100
A004
.0
-1
0
-1.
.0
-1
1
A101
WAITING AREA
RL2.1
B
-1.0
REFER AURECON DESIGN
DRAWINGS FOR GANGWAY
SLOPE
3
LEGEND
-7.
0
-7.0
-7.0
HIGHEST ASTRONOMICAL TIDE
A007
0
-7.
INE
G QUAYL
EXISTN
MEAN HIGH WATER SPRINGS
60580
LOWEST ASTRONOMICAL TIDE
1
.0
-8
-8.0
-8
.0
NORTHING
A007
-8.0
0
-8.
-8.0
-8
.0
CONTOUR LINES
TERMINAL SITE PLAN
SCALE
1 : 200
0
DO NOT SCALE
2000 4000 6000 8000 10000mm
0
No
B.L
Revision
C.H
Plot Date: 6/05/2014 1:24:52 PM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
30.04.14
14.03.14
Date
NOTE:
ALL LEVELS TO AHD
Drafting *L. CLEM
Check
1
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
P.O'KEEFFE
14.03.14
As indicated
Design
Check
*R. WILLIAMS
B. GILES*
Client
Project
Title
TERMINAL SITE PLAN
RPEQ No. 10749
signed as Approved
Original Size
A1
Drawing No:
41-27289-03 - A004
Rev:
1
1
2
3
4
5
Fire Egress Travel Distances
EXISTING BOARDWALK
0.1
Path ID
Egress 1
Egress 2
Egress 3
0
TOTAL TRAVEL
DISTANCE mm
44893
20836
60189
'CERTIFICATE OF CLASSIFICATION'
DISPLAYED ON 'INFORMATION
BOARD' SIGN
TERMINAL IDENTIFICATION SIGN
A
'TIMETABLE AND LOCALITY
MAP' REFER DWG A700
ILLUMINATED EXIT SIGN
WAITING AREA
RL 2.1
'NON POTABLE' SIGN TO TAP
'PRIORITY SEATING'
SIGN
Egress 2
20836
B
START
EGRESS 2
G1
G2
SPACE ALLOCATED FOR PWD
VEHICLE PARKING SYMBOL ON
CONCRETE FLOOR AND PWD
PRIORITY SEATING SIGN
GA
NG
WA
Y
1.1
'MOVING OBJECT STAND CLEAR'
FLOOR SIGN TO JUNCTION OF
HINGED COVER PLATE AND
GANGWAY
8
'NON POTABLE' SIGN
TO TAP
9
C
7
6
C
D
'STAND CLEAR OF GATE' SIGN
Egress 1
44893
Egress 3
43093
'STAND CLEAR OF
GATE' SIGN
START
EGRESS 1
'NO UNAUTHORIZED
ACCESS' SIGN
PONTOON
E
START EGRESS 3
'NO UNAUTHORIZED
ACCESS' SIGN
'HAZARDOUS ZONE'
SIGN TO ACCESS
HATCH
TERMINAL IDENTIFICATION SIGN, REFER DWG A900
LIFE SAFETY PLAN
SCALE
'HAZARDOUS ZONE'
SIGN TO ACCESS
HATCH
1 : 100
0
DO NOT SCALE
1000 2000 3000 4000 5000 mm
0
No
B.L
Revision
C.H
Plot Date: 5/05/2014 5:25:50 PM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
30.04.14
14.03.14
Date
Drafting *L. CLEM
Check
1
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
LIFE SAFETY & SIGNAGE PLAN
14.03.14
1 : 100
signed as Approved
Original Size
A1
Drawing No:
41-27289-03 - A005
Rev:
1
1
EXISTING BOARDWALK
2
3
4
5
0.1
0
A
A113
12
WAITING AREA
ROOF
2
A101
6° PITCH
B
1.1
GANGWAY. REFER AURECON
DESIGN DRAWINGS
8
C
7
6
9
3° PITCH
PONTOON ROOF
1
3° PITCH
SITE ROOF PLAN
SCALE 1 : 100
0
DO NOT SCALE
1000 2000 3000 4000 5000 mm
0
No
B.L
Revision
C.H
Plot Date: 5/05/2014 5:28:20 PM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
30.04.14
14.03.14
Date
Drafting *L. CLEM
Check
1
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
P.O'KEEFFE
14.03.14
1 : 100
Design
Check
*R. WILLIAMS
A. WOLSKI*
Client
Project
Title
ROOF PLAN
RPEQ No. 2676
signed as Approved
Original Size
A1
Drawing No:
41-27289-03 - A006
Rev:
1
0.1
1
1815
1.1
1860
2
2140
3
4000
4
4000
5
2800
HAT
MHWS
RL 2.100 m
WAITING AREA
PONTOON
AHD
MLWS
LAT
1
A004
SITE ELEVATION
AHD
LAT
1.65
2.89
1.06
2.30
0.0
1.24
-0.85
0.39
-1.24
0.0
SCALE 1 : 100
WAITING AREA
PONTOON
DESIGN DRAWINGS.
2
A004
SITE ELEVATION
SCALE 1 : 100
WAITING AREA
PONTOON
DESIGN DRAWINGS
3
A004
EXISTING BOARDWALK
SITE SECTION
SCALE 1 : 100
0
DO NOT SCALE
1000 2000 3000 4000 5000 mm
0
No
B.L
Revision
C.H
Plot Date: 6/05/2014 1:24:29 PM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
30.04.14
14.03.14
Date
NOTE:
ALL LEVELS TO AHD
Drafting *L. CLEM
Check
1
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
P.O'KEEFFE
14.03.14
As indicated
Design
Check
*R. WILLIAMS
B. GILES*
Client
Project
Title
SITE ELEVATIONS & SECTIONS
RPEQ No. 10749
signed as Approved
Original Size
A1
Drawing No:
41-27289-03 - A007
Rev:
1
B
A101
6740
A
2
CL
1315
CL
1250
CL
1250
235
CL
1250
CL
1250
6270
175
FSL 2.15 ALONG
SLAB EDGE
ROOF OVER
ACO STAINLESS STEEL
HEEL GUARD FLOOR
WASTE GULLY
BAL 3
A113
LVR.1
INFORMATION SIGN
3
30°
HDR.1
FS L
+FS
L2
.15
125
0
CL
0
CL
EXISTING BOLLARD
A
CONTINUE HDR.1
APPROX 15m AND
TERMINATE AT
EXISTING BOLLARD
A004
R
VE FSL 2.10+
EO
LIN
FALL
1160
CL
4000
4000
FALL
CL
1160
CL
0
0
No
SIGNS REARRANGED, DOOR CHANGED, TANKS REMOVED
Revision
C.H
Plot Date: 6/05/2014 12:44:06 PM
CH
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
05.05.14
0.1
14.03.14
Date
GANGWAY ROOF.
REFER AURECON
DESIGN DRAWINGS
C/L
IN
C/L E GA
INE
N
WA GWA
LKW Y
AY
0.1
100W x 70H DOWNPIPE AND
OVERFLOW SPITTER.
OPENING TO BE CUT IN
PFC, STEEL FLANGE
WELDED AROUND OPENING
G2
B
0
G2
G2
BG
0
LINE OF PORTAL STRUCTURE
UNDER
G1
6740
A
2
A007
B
B
WAITING AREA RCP
SCALE 1 : 50
SCALE
G1
Drawn
Drafting *L. CLEM
Check
T 61 7 3316 3000 F 61 7 3316 3333
ALUCOBOND
SOFFIT
A
WAITING AREA ROOF PLAN
500 1000 1500 2000 2500 mm
RA
DESIGN DRAWINGS
DO NOT SCALE
1
CEILING PENETRATION
FOR GOCARD DUCTING
1
1.1
230
U/S BOTTOM CHORD PFC
TRUSS
3
ACCESS
PANEL
A600
GANGWAY, REFER
AURECON DRAWINGS
A101
SOF.1
ROLLER SHUTTER DRUM
SHOWN DASHED
FALL
CL
1.1
450W x 125D SS 0.70mm BMT STEEL
BOX GUTTER LINING
NOMINAL LINE OF GANGWAY
HANDRAIL/BALUSTRADE
ENTRY PORTAL
STRUCTURE, CLAD
ON ALL SIDES WITH
ALUCOBOND
A102
A102
A600
4
SCALE 1 : 50
BG
5
5
BOX GUTTER SUMP. POSITION
SUMP TO AVOID ROOF
BRACING
2
PROVIDE INFILL BALUSTRADE
TO MATCH BALUSTRADE ON
GANGWAY. ENSURE MAX
125mm GAP (BOTH SIDES)
WAITING AREA FLOOR PLAN
FASCIA TRUSS AND
PARAPET SHEETING
CBR
0+
2.1
FSL
HDR.1
A102
OVERFLOW SPITTER
BAL
.6
BAL 1 &
HDR.1
4
RA
2
BG
A102
1.1
CL
A102
1
HDR.1 TO ALIGN WITH
HANDRAIL FROM WITHIN
GANGWAY. STOP 70mm
FROM GANGWAY HANDRAIL
125
0
OF
RO
1
TYP
.
TG
SI-A
100
RUBBISH
BIN
103
5
CLE
AR
965
315
0R
EFE
CLE
RA
AR
UR
DR
E
AW
CO
ING
N
S
CL
RUBBISH
BIN
FA L
L
HD
R.1
A600
2
CL
4
PORTAL FRAME OVER
HDR.1
2.15
+
SUSPENDED
SIGN ABOVE
1&
A102
ACCESS
PANEL
ROOF STRUCTURE HAS 2 WAY
CROSS FALL. 6° PITCH ALIGNED WITH
RAFTERS TO BOX GUTTER. 2° PITCH
IN LINE OF ROOF PURLINS. REFER TO
SECTIONS FOR STRUCTURE RL's
RSH.1
4
+FS
L2
.10
EXISTING BOLLARD
TIMETABLE
HDR.1
FALL (1V:20H
MAX)
LYSAGHT LONGLINE 305, COLORBOND
'ULTRA', PLAIN FLAT PANS - 0.70mm
BMT - ROOF SHEETING
5
FSL 2.10 ALONG
SLAB EDGE
3
A102
SOF.1
SMP
FALL
FALL
BAL
4
1210
PWY
+FSL 2.18
CHEMSET NEW
BALUSTRADE
FIXINGS INTO
EXISTING BOLLARD
BAL 1
AGG
REFER TO ELECTRICAL
DRAWINGS FOR LIGHTING
SETOUT
RA
3
A101
BAL 3
HDR.1
+FSL EX2.31
5815
FALL
HAF
TOP HUNG ALUMINIUM
FRAMED BI-FOLD DOORS
WITH RUBBER ROLLERS.
PROVIDE FLUSH PULL
HANDLES AND DROP BOLTS
INTO SLAB FOR EACH PANEL.
CONTRACTOR TO ENSURE
DOORS ARE FREE RUNNING IN
THEIR TRACK AND PROVIDE
SHOP DRAWINGS FOR
APPROVAL.
1
235235
+FSL 2.15
CONC SLAB TO
ENG'S DETAIL
LINE OF
EXISTING
BOARDWALK
1070
2
ACCESS
PANEL
A102
PORTAL FRAME OVER
BG
PROVIDE PWD
PARKING SIGN.
REFER STANDARD
BCC SIGNAGE
SCHEDULE
MOUNTING HEIGHT
@ 1400 AFL.
ROOF STRUCTURE HAS 2 WAY
CROSS FALL. 6° PITCH ALIGNED
WITH RAFTERS TO BOX GUTTER.
2° PITCH IN LINE OF ROOF
PURLINS. REFER TO SECTIONS
FOR STRUCTURE RL's
3
3
1210
DOORS IN CLOSED
POSITION
4
LADDER RESTRAINT
1160
86mm ACO MINI CLASSIC U CHANNEL DRAIN WITH STAINLESS
STEEL HEELGUARD GRATING TO
DRAIN TO RIVER
FLASHING OVER RAFTER TO
ENSURE WATERTIGHTNESS
OF BG (TYP.)
OVERFLOW SPITTER
CL
FSL 2.15 ALONG
SLAB EDGE
LINE OF TRUSS OVER
0.1
1210
BAL.3 & KICK
RAIL ONLY
2
A102
RA
A113
4
3
A102
G9
1
ROOF
OVER
2
A102
PORTAL FRAME OVER
PROVIDE 316 GRADE
STAINLESS STEEL MESH
GUTTER GUARD
1070
4000
FSL EX2.16+
BAL 1 & HDR.1
SMP
4000
A114
1440
BAL 6
HDR.1
2
10
RAINWATER
TANK BELOW
BG
235235
6
A114
FALL
SEATING REFER A800 - A810 FOR DETAILS
GO CARD
MACHINE
1440
LOURVE
NOM. 3820
4000
4
L2
SOF.1
3
CL
A113
3
ACCESS
PANEL
LINE OF
ELEC CBD
BELOW
A114
4
OVERFLOW SPITTER
1160
BAL 2 & HDR.3
5
STATIC LINE FALL ARREST SYSTEM
BG
2
A102
235235
BAL.3
PFC FASCIA TO
ENG'S DETAIL
CBP
BOX GUTTER SUMP. POSITION
SUMP TO AVOID ROOF BRACING
1160
940
TP.01
SEATING REFER A800 - A810 FOR DETAILS
180
BAL.3
A101
EXISTING BOLLARD
1140
KERB RAIL ONLY
PROVIDE PRIORITY
SEATING SIGN. REFER
STANDARD BCC
SIGNAGE @ 1400 AFL
2800
CL
MULLION SETOUT
A114
A102
1010
LOWEST POINT OF ROOF
5
1250
5
CONC BEAMS TO
ENG'S DETAIL BELOW
2800
BAL.3
100W x 70H OVERFLOW SPITTER.
OPENING TO BE CUT IN PFC.
LOUVRES
BELOW
CBR
L3
BAL 4
PFC FASCIA TO
ENG'S DETAIL
B
1
FASCIA DETAIL ON HOLD
450
TYP
FALL
BAL 3
450
A113
545
A
6° PITCH
A114
CENTRED
SLAB EDGE
ALIGNED WITH
GRID 5
4
INSTALL FALL ARREST SYSTEM IN ACCORDANCE
WITH AS1891.2(2001). CONTRACTOR TO CONFIRM
APPROPRIATE SYSTEM AND PROVIDE
CERTIFICATION. PROVIDE LADDER RESTRAINTS
AS REQUIRED
600
4
3100 LOURVE
B
TYP
A102
2
NOTE:
BALUSTRADE SETOUT
1
1
EXISTING BOLLARD
BALUSTRADE SETOUT
TO SLAB EDGE
ROOF OVER
5
1
A102
235
TO SLAB EDGE
EXISTING BOLLARD
430
CL
CONTINUE HDR.1
APPROX 13m AND
TERMINATE AT
EXISTING BOLLARD
1200
A101
490
A
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
14.03.14
1 : 50
signed as Approved
G1
1 : 50
WAITING AREA
WAITING AREA PLAN, ROOF PLAN & RCP
Original Size
A1
Drawing No:
41-27289-03 - A100
Rev:
1
B
0.1
1
1815
1.1
2
1860
3
2140
4
4000
4000
A
5
6740
2800
WALLS TO SLIDING DOOR POCKET
RECESS TO EXTEND TO SOFFIT
RSH.1
RSH.1
OF
BRACING
L3
LVR
3380
L3
GANGWAY NOT
SHOWN FOR CLARITY
RL 2.100 m
WAITING AREA
WAITING AREA SLAB TO
MARINE ENGINEERS DETAIL
WAITING ROOM SLAB TO
MARINE ENGINEERS DETAL
GANGWAY SHOWN
INDICATIVE, REFER
AURECON DESIGN DRAWINGS
FOR DETAILS
1
2
WAITING AREA EAST ELEVATION
SCALE 1 : 50
A004
WAITING AREA SOUTH ELEVATION
SCALE 1 : 50
A100
WAITING AREA
5
4
3
2800
2
4000
1.1
4000
2140
1
1860
A
0.1
B
1815
6740
REFER A900 FOR
SIGNAGE DETAILS
PITCHING POINT
RSH.1
DP
DP
RSH.1
DP
OF
DP
OF
SOF.1
OF
ALUCOBOND WRAPPED BOTH
SIDES OF GANTRY FRAME
4655
OF
OF
3445
L2
2630
GANGWAY, REFER
AURECON DESIGN
DRAWINGS
HDR.1
RL 2.100 m
WAITING AREA
CROSS BRACING
LVR.1
WAITING AREA SLAB TO
3
A100
4
WAITING AREA NORTH ELEVATION
SCALE 1 : 50
0
DO NOT SCALE
500 1000 1500 2000 2500 mm
0
No
B.L
Revision
C.H
Plot Date: 6/05/2014 8:53:49 AM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
30.04.14
14.03.14
Date
SCALE 1 : 50
Drawn
Drafting *L. CLEM
Check
1
WAITING AREA WEST ELEVATION
A100
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
14.03.14
1 : 50
signed as Approved
WAITING AREA
WAITING AREA ELEVATIONS
Original Size
A1
Drawing No:
41-27289-03 - A101
Rev:
1
5
4
3
2800
2
4000
4000
1.1
2140
0.1
1
A
B
1860
6740
3
5
A102
A122
4
1
A122
2
RSH.1
A120
A120
RSH.1
LVR.1
RA
SOF.1
RISER FOR
ELECTRICAL
CONDUITS
SOF.1
LVR
GO CARD
ENCLOSURE
BEHIND
BRACING
GANGWAY
BAL.3
BAL.3
LVR.1
SEATING
SEATING
RL 2.100 m
WAITING AREA
275
RL 2.100 m
WAITING AREA
2
A121
PORTAL STRUCTURE
WAITING ROOM SLAB TO MARINE
ENGINEERS DETAL
1
A100
2
WAITING AREA SECTION 1
SCALE 1 : 50
A100
B
A
WAITING AREA SECTION - GRID 4
SCALE 1 : 50
A
B
6740
5° PITCH
PORTAL STRUCTURE
FALL
FALL
RL 2.100 m
WAITING AREA
3
A004
4
SCALE 1 : 50
A100
0
0
No
CH
Revision
C.H
Plot Date: 6/05/2014 9:16:36 AM
Drawn
MAE*
MAE*
POK*
POK*
A100
DO NOT SCALE
Checked Approved
Date
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
SCALE 1 : 50
Drafting *L. CLEM
Check
05.05.14
14.03.14
5
SCALE 1 : 50
500 1000 1500 2000 2500 mm
RL 2.100 m
WAITING AREA
1
3660
795
330
4105
3960
SEATING
125
SEATING
2400 LOURVE
INFORMATION SIGN
PORTAL RAFTER PITCHING POINT
SLIDING STACKED
DOOR CUPBOARD
PORTAL RAFTER SPRINGING POINT
SOF.1
SOF.1
SOF.1
PORTAL RAFTER PITCHING POINT
RSH.1
330
RSH.1
RSH.1
340
TO U/S OF PO
RTAL RAFTE
R
5° PITCH
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
14.03.14
1 : 50
signed as Approved
WAITING AREA
WAITING AREA SECTIONS
Original Size
A1
Drawing No:
41-27289-03 - A102
Rev:
1
WT.1
WT.1 DETAIL
A113
130
75
SCALE 1 : 20
A113
12mm MARINE PLY
No.
HEIGHT
WIDTH
02
2100
780
03
2100
780
04
2100
780
CL
76
ACO STAINLESS STEEL
HEEL GUARD FLOOR
WASTE GULLY
WAITNG AREA DETAIL FLOOR PLAN
2400
800
950
SHELF BEYOND
75
TYPE
SOLID CORE DOOR WITH LCP PANEL SCREW & GLUE FIXED TO EXTERIOR AND INTERIOR FACE.
RAVEN SMOKE SEAL RP 78Si FOR DOOR FRAME, RP 38 Si SEMI MORTICED, RP 16 Si FOR
ASTRAGAL, RP 95 FOR THRESHOLD PLATE
SS
ELECTROPOLISHED
SS
ELECTROPOLISHED
SS
ELECTROPOLISHED
WALL TYPE
WT.1
75X5 SHS (GALV.) FULLY WELDED FRAME @ CENTRES NOTED. FIXED TO CONCRETE SLAB
WITH 10MM PLATES WELDED TO FRAME AND 2-M16 DYNABOLT ANCHORS. WITH
INTERMEDIATE STUDS FOR EQUIPMENT SUPPORT AS REQUESTED. CLAD EXTERNALLY
WITH 12mm MARINE PLY SCREW FIXED TO STUDS & 4mm STAINLESS STEEL SHEETING
GLUE & SCREW FIXED TO EXTERIOR FACE OF PLY, INTERNAL LINING OF 13mm FYRCHECK
PLASTERBOARD
WT.2
75X5 SHS (GALV.) FULLY WELDED FRAME @ CENTRES NOTED. FIXED TO CONCRETE SLAB
WITH 10MM PLATES WELDED TO FRAME AND 2-M16 DYNABOLT ANCHORS. WITH
INTERMEDIATE STUDS FOR EQUIPMENT SUPPORT AS REQUESTED. CLAD EXTERNALLY
BOTH SIDES WITH 12mm MARINE PLY SCREW FIXED TO STUDS & 4mm STAINLESS STEEL
SHEETING GLUE & SCREW FIXED TO EXTERIOR FACE OF PLY
WT.2 DETAIL
A
4mm S/STEEL (LCP)
12mm MARINE PLY
FALL
2
1200W x 250D ELECTRICAL
CONDUIT RISER
A113
8
A113
CONDUIT RISER TO
CEILING
CL
12mm PLYWOOD ON ELECTRICAL
CUPBOARD SLOPE TOWARDS
EXTERIOR WITH TOP HAT SECTIONS
CL
EXPRESSED JOINT
4mm STAINLESS STEEL
LASER CUT PANEL ON
PLY
FULLY WELDED 75x75x5.0
SHS HDG FRAMING
A113
CONDUIT RISER TO CEILING
TYPICAL EDGE DETAIL
SCALE 1 : 5
80
DOOR FACED AND BACKED
WITH 4mm S/STEEL PANEL
(LCP)
6mm STAINLESS STEEL
SKIRTING ANGLE
50
100
60
STACKED
SLIDING
DOOR
CUPBOARD
150
75x75x2.0 SHS HDG
FRAMING
2.100 m RL
WAITING AREA
3
GO CARD ENCLOSURE
BEYOND
300x300 VENTILATION GRILL
TO ELEC ENGINEERS
SPECIFICATION
FULLY WELDED 75x75x5.0
SHS HDG FRAMING
235
CONCRETE PLINTH
100
CL
INFORMATION SIGN
100 NOM
WT.2
2200
1150
8
A113
INFORMATION SIGN
100 NOM
A113
2400
CL
100 NOM
4
12mm MARINE PLY
FLOORING WITH 6mm
FIBRE CEMENT LINING
ON TOP FIXED TO SHS
CONSTRUCTION
WT.3
SCALE 1 : 5
11
150
WALL CONSTRUCTION SCHEDULE
FRAME
MATERIAL FRAME FINISH
76mm STUD
7
GO CARD
MACHINE
ENCLOSURE
PAINT FINISH TO DOOR LEAF BEHIND
SCALE 1 : 20
4mm S/STEEL (LCP)
WT.2
150 130
150 130
ELEC CBD ELEVATION
12mm MARINE PLY
SCALE 1 : 20
655
6mm STANLESS STEEL SKIRTING AS DETAILED
DOOR SCHEDULE
4mm S/STEEL (LCP)
A
2
RL 2.100 m
WAITING AREA
SCALE 1 : 5
300L x 100W x 150H SS
CASING AROUND TAPWARE
TP01
CL
440
130
265
675
750
6
11 GO CARD MACHINE ELEVATION
CL
75
4
PROVIDE ENERGEX LOCK ON D02
FOR ACCESS TO ENERGEX METER
76mm STUD
13mm FYRECHECK PLASTERBOARD
300x300 OPENING IN CEILING &
ROOF FOR EXHAUST FAN TO
ELECTRICAL ENGINEERS SPEC.
150 130
150 130
76
CL
CL
INDICATES 75x75x2.0 HDG
SHS FRAMING ABOVE &
BELOW, MARINE PLY
FLOORSHEETING
915
3
1
D04
12mm MARINE PLY
D02
A100
D03
1005
75
SCALE 1 : 5
4mm S/STEEL (LCP)
50x50 SHS SUPPORT STRUTS
FOR DUCT RISER TO CEILING
A113
D02
450
D03
915
2675
ELECTRICAL CUPBOARD
WT.1
ELEC DOOR DETAIL
A113
MARINE PLY
FLOORSHEETING
GO CARD
MACHINE
ENCLOSURE
450
CL
5
50x50 SHS FRAME FOR
DUCTING RISER TO CEILING
CUTOUTS
75
4mm STAINLESS STEEL
MESH SCREEN
DIVIDER
75 75 75 75 75 75 75
75
12mm MARINE PLY
WT.1
760
4mm STAINLESS
STEEL LASER CUT
PANEL ON PLY
OVER
SS HINGE
1200W x 250D ELECTRICAL
CONDUIT RISER
PROVIDE WATERPROOF FLASHING
AT ROOF / RISER JUNCTION
TYPICAL 4mm STAINLESS STEEL LASER
CUT PANEL FINISH TO DOOR CUTOUT
75
SHS FRAME
300x300 OPENING IN
CEILING & ROOF FOR
EXHAUST FAN TO
ELECTRICAL ENGINEERS
SPEC.
915
D04
CL
75
5
75
WT.1
130 TYPICAL LASER CUT
PANEL SETOUT
130
MESH SCREEN
DIVIDER
75
975
580 NOM
265
30mm EA
35mm SOLID CORE DOORS
WITH 4mm STAINLESS STEEL
LCP PANEL ON FACE (REFER
TO DWG 2 / A113 FOR
PATTERN)
50
75
D4
A113
25
730
DUCT TO
CEILING
75 75 75 75 75 75 75 75 75 75 75
250
250
PAINT FINISH PRESSED METAL
DOOR FRAME
5
250
4mm STAINLESS STEEL
75
12mm MARINE PLY
5
A113
1200
250
NOTE:
CONTRACTOR TO CONFIRM AND
COORDINATE SIZE OF ELECTRICAL
CUPBOARD WITH ELECTRICAL
EQUIPMENT
3
4
RETURN WALL CLADDING
AROUND COLUMN
RL 2.100 m
WAITING AREA
RL 2.100 m
WAITING AREA
9
A113
10 GO CARD DETAIL
A100
9
SCALE 1 : 25
A113
ELEC CBD DOOR THRESHOLD DETAIL
SCALE 1 : 5
3
A113
SCALE 1 : 20
A
0
200 400
0
No
B.L
Revision
C.H
Plot Date: 6/05/2014 11:52:21 AM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
30.04.14
14.03.14
Date
0
50
100
SCALE 1: 5
150 200 250 mm
AT ORIGINAL SIZE
A004
DO NOT SCALE
600 800 1000 mm
Drawn
Drafting *L. CLEM
Check
3001: 20 AT ORIGINAL SIZE
SCALE
1
4
ELEC CBD DETAIL
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
CUPBOARD SIDE ELEVATION
SCALE 1 : 20
Client
Project
Title
P.O'KEEFFE
14.03.14
As indicated
signed as Approved
WAITING AREA
WAITING AREA ELEC CUPBOARD DETAILS
Original Size
A1
Drawing No:
41-27289-03 - A113
Rev:
1
A
SLAB EDGE
CL
BRACING
PROPRIETARY
FIXING CLIP
1
A122
LOWER SLAB EDGE
300
LVR.1
LINE OF HDR.3 OVER
FALL
FALL
3
BAL.2
L3
450Wx125D SS BOX
GUTTER A113
FOLDED SS
FLASHING
SLIDING STACKED
DOOR CUPBOARD
L2
430
LOUVRE SUPPORT MULLION SEE STRUCTURAL
ENGINEERING SCHEDULE
LINE OF BOX GUTTER
UNDER ROOF SHEET
235
4
LVR.1
65x50x5 UNEQUAL GALV
ANGLE FIXED TO UB TO
SUPPORT LOUVRE ENDS
5 NOM.
GAP
DETAIL REMOVED
100 X 6 STEEL PLATE
FOLDED SS FLASHING
OVER RAFTER
100W x 70H
SPITTER
BAL.4
5
450X450X125D SS BOX
GUTTER SUMP
3
SLAB EDGE
105
M.
X.
NO
MA
5
12
FALL
FALL
450Wx125D SS BOX
GUTTER
PAINTED GALVANISED
STEEL MULLIONS
A
SLIDING DOOR GATE
(CLOSED POSITION)
BAL.1
B
2
300
3
BAL 2/LVR.1 DETAIL
A100
SCALE 1 : 5
A100
4
RAFTER/BOX GUTTER DETAIL
SCALE 1 : 10
LOUVRE MITRE DETAIL
SCALE 1 : 5
A100
L3
CANTILEVER
LVR.1
PROPRIETARY
FIXING CLIP
BRISBANE
RIVER
LOUVRE SUPPORT
MULLION AT 1250MM C/C
10MM UHPE PACKERS
BAL.4 PANEL
BAL.3 PANEL
5
SLAB EDGE
WAITING AREA
5
A100
BALUSTRADE POSTS AT
1250MM C/C. REFER TO
STRUCTURAL ENGINEERS
DETAILS FOR FIXING
BAL/LVR.1 SUPPORT DETAIL
SCALE 1 : 5
HDR.3
DETAIL REMOVED
DETAIL REMOVED
STAINLESS STEEL CLEAT
WELDED TO HDR.3
LVR.1
ACORN HEAD
GALVANISED CLEAT
WELDED TO MULLION
GALVANISED STEEL
R.H.S MULLIONS REFER
TO ENGINEERS DETAILS
HUNTER DOUGLAS
PROPRIETARY LOUVRE
FIXING CLIP
3MM MIN. THICK UHMWPE
SEPARATION BETWEEN
DISSIMILAR METALS
STUD
HDR.3
6
A100
40mm CLEAT SLOTTED HOLE
HDR.3 DETAIL
SCALE 1 : 5
0
50
100
SCALE 1: 5
1
0
No
CH
Revision
C.H
Plot Date: 6/05/2014 9:42:36 AM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
06.05.14
14.03.14
Date
0
100 200
DO NOT SCALE
150 200 250 mm
300 400 500 mm
Drafting *L. CLEM
Check
AT ORIGINAL SIZE
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
14.03.14
As indicated
signed as Approved
WAITING AREA
WAITING AREA CONSTRUCTION DETAILS
Original Size
A1
Drawing No:
41-27289-03 - A114
Rev:
1
A
B
ENSURE UPSTAND OF GUTTER
AND FLASHING IS CONTINUOUS
OVER RAFTER.
450W x 125D SS BOX
GUTTER LINING
316 GRADE SS MESH
GUTTER GUARD
COLORBOND FLASHING
OVER RAFTER
CLEAT WELDED TO PFC TO SUPPORT
BOX GUTTER FIXINGS
1
COLORBOND FLASHING
FIXED TO PURLIN
COLORBOND FLASHING
A122
PACKER
RA
255
SS FLASHING
STRAMIT 64mm TOPHAT SECTION
RA
ADJUSTABLE BOX
GUTTER BRACKET
TRUSS MEMBER
STUB COLUMN BEHIND
100W x 70H OVERFLOW SPITTER. PROVIDE
WATERPROOF COLLAR FLASHING TO
PENETRATION THROUGH WALL SHEETING
GREEN INSULATION
REFLECTA-GUARD
SUMP
BEHIND
BRADFORD ENVIROSEAL ROOF/WALL METAL
STRAMIT 64mm TOPHAT SECTION
ALUCOBOND 4mm THICK 1200mm x
600mm SOFFIT PANELS FIXED TO
MANUFACTURERS SPECIFICATIONS
700 NOM.
COLORBOND FLASHING
TO SOFFIT / RISER JUNCTION
SILICONE SEALANT
TRUSS MEMBER
50 SHS WELDED FRAME FOR
1200 x 250 CONDUIT RISER
GREEN INSULATION
REFLECTA-GUARD
FOLDED SS CLADDING FIXED TO SHS.
DASHED LINE DENOTES ACCESS
PANEL TO FRONT FACE OF RISER
SILICONE
SEAL
TO ROOF / RISER JUNCTION
PROVIDE FIRE MASTIC SEALANT
AROUND CABLE TRAY PENETRATION
IN ELECTRICAL CUPBOARD CEILING
1800mm HIGH STAINLESS STEEL
BALUSTRADE BEHIND SEATING TO
WAITING AREA
SHADE LOUVRE, HUNTER DOUGLAS
ALUMINIUM AEROBRISE '150mm x
25mm' deep FACE FIXED
ELECTRICAL CUPBOARD
MARINE GRADE PLY ON EA FIXED
TO 75 SHS PORTAL FRAME AS
RAIN WATER TANK SUPPORT
FORM NOMINAL 20mm
CHAMFER JOINT AT SLAB AND
TOPPING INTERFACE
1
A102
FALL
2
DETAIL
SCALE 1 : 10
A102
DETAIL
SCALE 1 : 10
DO NOT SCALE
0
1
0
No
CH
Revision
C.H
Plot Date: 6/05/2014 9:53:19 AM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
06.05.14
14.03.14
Date
100 200
Drawn
Drafting *L. CLEM
Check
300 400 500 mm
FORM NOMINAL 20mm CHAMFER
JOINT AT SLAB AND TOPPING
INTERFACE
RL 2.100 m
WAITING AREA
FALL
RL 2.100 m
WAITING AREA
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
14.03.14
1 : 10
signed as Approved
WAITING AREA
Original Size
A1
Drawing No:
41-27289-03 - A120
Rev:
1
5
FOLDED COLORBOND
FLASHING
CONTINUOUS FOAM FILLER
200 x 8mm PLATE WELDED TO PFC
LYSAGHT LONGLINE 305,
COLORBOND ROOF SHEET
GREEN INSULATION
REFLECTA-GUARD
165
PURLINS TO ENG'S
DETAIL
(BEYOND)
PREFINISHED CEILING PANEL ON
SUSPENDED GRID. FIXINGS TO
MANUFACTURERS RECOMMENDATIONS
FOLDED ALUMNIUM FLASHING FIXED
TO ALUCOBOND
HUNTER DOUGLAS
AEROBRISE FACE
MOUNTING BRACKET
SUPPORT
DETAIL REMOVED
1500
100
BAL.3
RL 2.100 m
WAITING AREA
2
A102
DO NOT SCALE
0
100 200
0
No
Revision
C.H
Plot Date: 6/05/2014 9:53:37 AM
Drawn
MAE*
POK*
Checked Approved
14.03.14
Date
SCALE 1 : 10
Drafting *L. CLEM
Check
300 400 500 mm
Drawn
DETAIL 2
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
14.03.14
1 : 10
signed as Approved
WAITING AREA
Original Size
A1
Drawing No:
41-27289-03 - A121
Rev:
0
MARINE GRADE
PLYWOOD PACKER
4
LYSAGHT LONGLINE
305, COLORBOND
ROOF SHEET
FOLDED COLORBOND
FLASHING
'ULTRA', PLAIN FLAT PANS - 0.70mm
BMT - ROOF SHEETING
2
A122
125
100
450Wx125D SS BOX
GUTTER
PU
SPANDEK GUTTERBOARD
FLASHING
MIN DEEP GUTTER
MIN. SUMP DEPTH
125
MIN. GUTTER DEPTH
125
MIN. GUTTER DEPTH
450Wx125D SS BOX
GUTTER
'C' SECTION PURLIN
300
DETAIL REMOVED
PU
SPANDEK
GUTTERBOARD
65x65EA GUTTER SUPPORT.
REFER DETAIL 2/A102 FOR
FIXING.
PREFINISHED CEILING PANEL
ON SUSPENDED GRID. CEILING
FIXINGS TO MANUFACTURERS
RECOMMENDATIONS.
1
A114
10
SPANDEK GUTTER BOARD
450X450X125D SS BOX GUTTER
SUMP
10
FOLDED ALUMINIUM FIXED
TO ALUCOBOND
2
RAFTER/ BOX GUTTER
SCALE 1 : 5
A122
ROOF SIDE GUTTER SECTION
SCALE 1 : 10
5
65
70
(55)
2
65
NOM.
FALL
FOLDED COLORBOND FLASHING
ALUCOBOND 4mm FASCIA FIXED TO
MANUFACTURERS SPECIFICATION
8
CLADDING - FIXED CASSETTE SYSTEM
SCALE 1 : 2
COLORBOND ROOF SHEET
CONTINUOUS GALV STEEL
TOP HAT TO SUIT
(BEYOND)
GREEN INSULATION
REFLECTA-GUARD
PURLINS TO ENG'S
DETAIL
65
HUNTER DOUGLAS
AEROBRISE FACE
MOUNTING BRACKET
ON SUSPENDED GRID
165
10
10
ON SUSPENDED GRID
4
A102
5
FASCIA DETAIL
SCALE 1 : 5
A102
0
100 200
RAFTER DETAIL
SCALE 1 : 5
300 400 500 mm
DO NOT SCALE
0
1
0
No
CH
FASCIA REVISED
Revision
C.H
Plot Date: 6/05/2014 10:17:44 AM
Drawn
MAE
MAE*
POK*
POK*
Checked Approved
06.05.14
14.03.14
Date
0
50
100
SCALE 1: 5
20
40
SCALE 1: 2
60
80
100 mm
AT ORIGINAL SIZE
Drafting *L. CLEM
Check
150 200 250 mm
AT ORIGINAL SIZE
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
14.03.14
As indicated
signed as Approved
WAITING AREA
WAITING AREA DETAIL SECTIONS
Original Size
A1
Drawing No:
41-27289-03 - A122
Rev:
1
A
3
6
2
A123
A123
A
SLIDING GATE ENCLOSURE. 12mm MARINE GRADE
PLYWOOD WITH 4mm STAINLESS STEEL LCP
PANEL (REFER TO DWG 2 / A113 FOR PATTERN)
ON 64mm STEEL STUD FRAME. SIMILAR
CONSTRUCTION TO ELECTRICAL CUPBOARD.
COORDINATE SIZE OF CUPBOARD WITH GATE
MANUFACTURER. PROVIDE ADEQUTE SUPPORT
FOR TRACK SYSTEM
LIGHT POLE
BAL.1
LOCKABLE DOOR TO CUPBOARD
HDR.1
TRACK SYSTEM TO MANUFACTURERS
RECOMMENDATIONS AND DETAILS, SIMILAR TO
LOTUS DOORS SYSTEM
PROVIDE SECURE LOCKING MECHANISM
FOR SLIDING DOOR TO ENABLE THIS
PANEL TO BE LOCKED AND UNLOCKED
FROM WAITING AREA AND OR FIXED
WALKWAY.
4
FULL HEIGHT
CUPBOARD
A123
PROVIDE ADEQUATE OVERHEAD
SUPPORT TO TRACK SYSTEM AND
CONCEAL IN BULKHEAD
PFC MEMBER
DETAIL REMOVED
FALL
FALL
PORTAL
COLUMN
INFORMATION
SIGN
TOP HUNG ALUMINIUM FRAMED SLIDING GATE
PANELS WITH RUBBER ROLLERS TO SUIT.
PROVIDE FLUSH PULL HANDLES AND DROP
BOLTS INTO SLAB FOR EACH PANEL.
CONTRACTOR TO ENSURE DOORS ARE FREE
RUNNING IN THEIR TRACK AND PROVIDE SHOP
DRAWINGS FOR APPROVAL.
LOCKABLE DOOR TO
CUPBOARD. SIMILAR
CONSTRUCTION TO WALL
WITH 4mm STAINLESS
STEEL LASER CUT PANEL
ON PLY
2
LINE OF TRUSS OVER
DEMOLISH AND REMOVE
EXISTING BOLLARD AND
MAKE GOOD EXISTING
BOARDWALK SURFACE
5
A123
NOM. 1200mm LONG PANELS, 100x50mm RHS
FRAME WITH 35x6 EA AT 65 CENTRES ROTATED
45 DEGS IN THE HORIZONTAL AS INFILL.
6
BI FOLD GATE SECTION
EXISTING BOARDWALK
A123
SCALE 1 : 20
BALUSTRADE PANEL
LIGHT POLE
300
WALKWAY MAX 1:20
COLORBOND 'ULTRA', PLAIN
FLAT PANS - 0.70mm BMT WALL SHEETING
FFL
100x10mm SS PLATE
WELDED TO
BALUSTRADE
CONNECTION PLATE
ROLLER SLIDING TRACK
AND COVER FIXED TO
SIDE OF PFC
TOP OF DOOR
BOTTOM CHORD OF TRUSS
PORTAL COLUMN
10mm THICK SS PLATE
BALUSTRADE CONNECTION
PLATE TO ENGINEERS DETAIL
3
FALL
FALL
A123
NOM 50 x 100 ALUMINIUM
FRAME
LIGHT POLE SECTION
SLIDING DOOR. NUMBER AND
SIZE TO SUIT OPENING
SCALE 1 : 10
1
NOM. 35x6 EA BETWEEN
FRAME, 65mm SPACING
3
A123
JOIN NEATLY TO EXISTING
BOARDWALK LEVELS
GRATED DRAIN
4
A123
BALUSTRADE PANEL
SUITABLY MODIFIED TO
LIGHT POLE
MOUNTING
LINE OF PORTAL OVER
G9 HEAD DETAIL
SCALE 1 : 10
PORTAL COLUMN
HD
R.1
BAL.1 RETURNS
AND FIXES TO
EXISTING
BOLLARDS
0.1
BAL
.1
PROFILE END PANEL TO SUIT TOP AND
BOTTOM HANDRAIL
LIGHT POLE
300
MULLION WITH LUG AND NEOPRENE
STOP TO RECIEVE AND STOP SLIDING
DOOR
1
RAMP PLAN
2
A123
0
0
No
CH
DOOR REVISED
Revision
C.H
Plot Date: 6/05/2014 11:41:55 AM
Drawn
5
SCALE 1 : 10
A123
DO NOT SCALE
1
LIGHT POLE ELEVATION
G1
0
SCALE 1 : 20
89mm ACO MINI-KLASSIK
U - CHANNEL DRAIN
WITH STAINLESS STEEL
HEELGUARD GRATING
TO DRAIN TO RIVER
MAE*
MAE*
POK*
POK*
Checked Approved
06.05.14
14.03.14
Date
200 400
Drafting *L. CLEM
Check
600 800 1000 mm
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
14.03.14
As indicated
signed as Approved
RL 2.100 m
WAITING AREA
G9 SILL DETAIL
SCALE 1 : 10
WAITING AREA
WAITING AREA RAMP & GATE DETAILS
Original Size
A1
PROVIDE RUBBER
ROLLERS
Drawing No:
41-27289-03 - A123
Rev:
1
D
A211
FALL
EQ
PONTOON RESTRAINT
PILES TO MARINE
ENGINEERS DRAWINGS
CONTRACTOR TO ENSURE ALL JOINTS, FLASHINGS
AND JUNCTIONS OF ALUCOBOND FASCIA TO
STRUCTURE ARE FULLY WATERPROOF.
RSH.1
3° PITCH
SMP
FAS.1
MAINTENANCE HATCH
REFER MARINE ENGINEERS
DRAWINGS
FENDERS SHOWN INDICATIVELY ONLY.
REFER MARINE ENGINEERS DRAWINGS
FOR DETAILS
FAS.1
SPT.1
TOP OF FASCIA FAS.1 TO FALL INTO ROOF DECK
SOF.1
SPT.2
ALUCOBOND FASCIA TO INCLUDE ALL NECESSARY
SUPPORT FRAMING
BG
SET
OUT
ACCESS
PANEL
1010
EQ
1250
SOF.1
SPT.2
COL
NOTE:
CBC
HDR.1 FIXED TO GATE
CL
GATE STOP
EQ
G7
1700
BOARDING RAMP
1250
PONTOON RESTRAINT
PILES TO MARINE
ENGINEERS DRAWINGS
225
1400
SLIDING GATE
A604
1250
ACCESS PANEL
SPT.1
CBC OVER
2
G4
1250
1250
1250
BAL.6
HDR.1
5290
HDR.1
BG
SMP
4600
2600
RA UNDER
ACCESS RAMP
7
A601
1410
9
FACE OF BAL
G3
FAS.1
CBP
E
FAS.1
400
3° PITCH
PROVISION FOR SAFETY HARNESS
4600
CBC
1250
D
FALL
1075
G3
COL
400
PONTOON ROOF
ABOVE
C
E
RSH.1
6
4600
1100
D
SUMP SETOUT
400
C
E
CLEAR
D
FACE OF G7
C
A210
STAINLESS
STEEL
LADDER
COL
BAL.6
CENTRELINE OF PONTOON
3° PITCH
RSH.1
1250
CL
3080
A220
FALL
1425
985
5
SET
OUT
ACCESS
PANEL
5
A220
COL
RA UNDER
1010
SET
OUT
EQ
CBC OVER
760
1100
1075
G6
PONTOON FLOOR PLAN
SCALE 1 : 50
CL
1250
CL
490
STAINLESS
STEEL
LADDER
FALL
RSH.1
3° PITCH
CBC
CL
FALL
EQ
COL
BG
SMP
CBP
ROOF LEVEL
SCALE 1 : 50
SPT.1
500
1000
1500
2000
NOTE:
FALL ARREST SYSTEM AND LADDER RESTRAINT
SHOWN ON DRAWINGS ARE INDICATIVE ONLY.
CONTRACTOR TO INSTALL FALL ARREST SYSTEM
IN ACCORDANCE WITH AS1891.2(2001).
CONTRACTOR TO CONFIRM APPROPRIATE
SYSTEM AND PROVIDE CERTIFICATION. PROVIDE
LADDER RESTRAINTS AS REQUIRED
SCALE 1:50 AT ORIGINAL SIZE
CH
Drawn
MAE*
POK*
Checked Approved
05.05.14
Date
Cad File No: C:\Users\chickling\Documents\41-27289-BrettsWharf-Pontoon_chickling.rvt
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
*P.O'KEEFE
Date
05.05.14
Scale
FAS.1
B.L / C.HICKLING Designed GRK / L.CARTER
Drafting *L.CLEM
Check
2500 mm
SOF.1
SPT.2
ACCESS PANEL
DO NOT SCALE
0
ACCESS
PANEL
HINGED AND LOCKABLE
ACCESS PANEL
RA UNDER
FAS.1
A210
FAS.1 PANEL JOINTS TO
GENERALLY ALIGN WITH SOF.1
JOINTS
940
ACCESS RAMP
1700
NOMINAL 700 x 900 GORTER ROOF HATCH
OR SIMILAR. ROOF ACCESS HATCH ALIGNED
OVER SOFFIT HATCH. PROVIDE
WATERPROOF FLASHING.
CBC OVER
CL
7
SOF.1
SPT.2
RSH.1
SPT.1
BG
3° PITCH
G6
SMP
CBC
HDR.1
FAS.1
SUMP SETOUT
FACE OF BAL
BOARDING
RAMP
CLEAR
G5
1400
225
1250
835
SLIDING GATE
GATE STOP
FAS.1
FACE OF G8
1250
1250
G8
1410
COL
6
EQ
1250
1250
HDR.1
HDR.1 FIXED TO GATE
A211
Plot Date: 5/05/2014 1:49:10 PM
SOF.1
SPT.1
FAS.1
SPT.2
MAINTENANCE HATCH
REFER MARINE ENGINEERS
DRAWINGS
1250
BAL.6
5290
BAL.6
A
Revision
SOF.1
RSH.1
1250
1250
SMP
3140
1025
1250
3° PITCH
SOF.1
335
B
No
FAS.1
SE
OU T
T
CBC OVER
1250
A211
0
100
ST
EP
FOLD LINE
DASHED PERIMETER LINE DENOTES 100
WIDE YELLOW COMCORK STRIP. SETOUT
FROM INTERNAL FACE OF BALUSTRADE
7
100
ST
EP
CBC OVER
BG
COL
FAS.1
REFER ELECTRICAL
ENGINEERS DRAWINGS
FOR LIGHTING SET-OUT
RA UNDER
HINGED SS COVER PLATE,
REFER AURECON DRAWINGS
300
GANGWAY ROOF,
REFER AURECON
DRAWINGS
CBP
175
FALL
FAS.1
FAS.1
FALL
REBATE FOR
GANGWAY
CBC
90°
BALUSTRADE POST AND
HANDRAIL 70mm CLEAR OF
GANGWAY BALUSTRADE.
REFER AURECON DRAWINGS
FOR DETAIL.
TGSI-A
HDR.1
100
0
ADF
BG
GANGWAY ROOF,
REFER AURECON
DRAWINGS
CENTERLINE OF PONTOON
1250
122
0
375
125
0
100
0
122
0
8880
C/L
I
C/L NE G
AN
INE
WA GWA
Y
LK
WA
Y
110
0
G2
375
1250
G2
SOF.1
SPT.2
RSH.1
SMP
SPT.1
3° PITCH
A601
STATIC LINE FALL ARREST SYSTEM
CL
6
SET
OUT
CBC OVER
FALL
1425
PROVISION FOR
SAFETY HARNESS
1250
GANGWAY BALUSTRADE AND
HANDRAIL. REFER AURECON
DRAWINGS FOR DETAIL
1150
1250
COL
RA UNDER
1025
1250
8
1 : 50
Design
Check
*R.WILLIAMS
Client
Project
Title
signed as Approved
PONTOON
PONTOON PLAN, ROOF PLAN AND RCP
Original Size
A1
Drawing No:
41-27289-03 - A200
Rev:
0
6
7
8
5290
E
9
8880
D
C
5290
8880
5000
400
FAS.1 JOINTS TO GENERALLY
ALIGN WITH SOFFIT GRID BELOW
FAS.1
COL
4600
COL
400
PILE TO
MARINE
ENGINEERS
DETAILS
FAS.1
COL
COL
PCP
PITCH 3°
1000
COL
PITCHING
POINT
STAINLESS
STEEL
LADDER
BOARDING RAMP
BOARDING
RAMP
BOARDING
RAMP
STAINLESS
STEEL
LADDER
BAL.6
FENDERS SHOWN ARE INDICATIVE ONLY. REFER TO MARINE
ENGINEERS DRAWINGS FOR DETAILS
1
PROVISION FOR
SAFETY HARNESS
6
SCALE 1 : 50
A200
8
7
5290
TOP OF
PONTOON
FENDER TO
MARINE
ENGINEERS
DETAILS
PONTOON ELEVATION
9
STAINLESS
STEEL
LADDER
PONTOON ELEVATION
SCALE 1 : 50
6
8880
G3
BAL.6
FENDERS SHOWN ARE INDICATIVE ONLY. REFER TO MARINE
ENGINEERS DRAWINGS FOR DETAILS
OVERALL
ILLUMINATED "BRETTS WHARF"
SIGNAGE. SEE A900 FOR DETAILS
3500
CROSS BRACING
4500
C
D
E
5290
5000
PCP
400
4600
PILE TO
MARINE
ENGINEERS
DETAILS
FAS.1
FAS.1
3° PITCH
PILE TO
MARINE
ENGINEERS
DETAILS
PCP
SPT.2 SPT.1
SPT.2 SPT.1
SPT.2 SPT.1
CROSS BRACING
PILE TO
MARINE
ENGINEERS
DETAILS
SPT.2 SPT.1
CROSS BRACING
STAINLESS
STEEL
LADDER
PILE TO
MARINE
ENGINEERS
DETAILS
PILE TO
MARINE
ENGINEERS
DETAILS
BAL.6
BAL.6
G2
PITCHING
POINT
BOARDING RAMP
STAINLESS
STEEL
LADDER
3500
PCP
COL
PROVISION FOR
SAFETY HARNESS
G6
OVERALL
PCP
4500
FAS.1
1000
FAS.1
PCP
400
BAL.6
RECESS FOR
GANGWAY HANDRAIL
STAINLESS
STEEL
LADDER
RECESS FOR GANGWAY ROLLING JOINT
5
7
PONTOON ELEVATION
SCALE 1 : 50
A200
0
500
1000
1500
2000
DO NOT SCALE
2500 mm
No
Revision
CH
Plot Date: 5/05/2014 4:39:08 PM
Drawn
MAE*
POK*
Checked Approved
05.05.14
Date
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
SCALE 1 : 50
Approved
*P.O'KEEFE
Date
05.05.14
Scale
1 : 50
TOP OF
PONTOON
PONTOON ELEVATION
Drafting *L.CLEM
Check
0
FENDER TO
MARINE
ENGINEERS
DETAILS
Design
Check
*R.WILLIAMS
Client
Project
Title
signed as Approved
PONTOON
ELEVATIONS
Original Size
A1
Drawing No:
41-27289-03 - A210
Rev:
0
C
D
E
C
D
E
C
D
E
5000
400
4600
400
4600
400
3
3140
A220
PILE TO
MARINE
ENGINEERS
DETAILS
SOF.1
2075
CLEAR WIDTH
HDR.1
FAS.1
A220
A220
FENDERS SHOWN ARE
INDICATIVE ONLY. REFER
TO MARINE ENGINEERS
DRAWINGS FOR DETAILS
A200
HDR.1
BAL.6
BAL.6
SIGN
SOF.1 WITH
100 DROP
BELOW
RAFTER
FENDERS SHOWN ARE
TO MARINE ENGINEERS
PONTOON STRUCTURE TO
MARINE ENGINEERS DETAILS
B
PONTOON SECTION
SCALE 1 : 50
A200
C
SCALE 1 : 50
6
850
A
A211
B
C
A211
BAL.6
BAL.6
TOP OF
PONTOON
FENDERS SHOWN ARE
TO MARINE ENGINEERS
9
8880
A211
HDR.1
SCALE 1 : 50
8
5290
SOF.1
PONTOON SECTION
A211
7
HDR.1
PONTOON SECTION
PITCHING
POINT
FAS.1
SOF.1 TO BE
FLUSH WITH
UNDERSIDE OF
FAS.1
SOF.1
HDR.1
BG
PU
FAS.1
2
A
FAS.1
UB
UB
UB
1
HDR.1
G5
BG
RSH.1
3° PITCH
PITCH 3°
RSH.1
UB
PCP
PILE TO
MARINE
ENGINEERS
DETAILS
RSH.1
3500
FAS.1
UB
PU
3° PITCH
565
PCP
FAS.1
UB
435
RSH.1
3° PITCH
4600
5290
850
4
A220
FAS.1
FAS.1
UB
PITCHING
POINT
UB
COL
COL
CROSS BRACING
STAINLESS STEEL
LADDER TO MARINE
ENGINEERS DETAILS
COL
CROSS BRACING
BAL.6
STAINLESS STEEL
LADDER TO MARINE
ENGINEERS DETAILS
BAL.6
3500
COL
ROOF STRUCTURE TO
DRAWINGS
TOP OF
PONTOON
PONTOON TO MARINE ENGINEERS DETAILS
D
A200
PONTOON SECTION
SCALE 1 : 50
0
500
1000
1500
2000
DO NOT SCALE
2500 mm
No
Revision
CH
Plot Date: 5/05/2014 4:42:24 PM
Drawn
MAE*
POK*
Checked Approved
05.05.14
Date
Drafting *L.CLEM
Check
0
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
*P.O'KEEFE
Date
05.05.14
Scale
1 : 50
Design
Check
*R.WILLIAMS
Client
Project
Title
signed as Approved
PONTOON
SECTIONS
Original Size
A1
Drawing No:
41-27289-03 - A211
Rev:
0
C
D
E
D
UNIVERSAL BEAM ( REFER STRUCTURAL
DRAWINGS)
CL
COLORBOND
FLASHING
FALL
'ULTRA', PLAIN FLAT PANS - 0.70mm BMT ROOF SHEETING
FLASHING OVER RAFTER
COLORBOND 'ULTRA', PLAIN FLAT
450
COLORBOND CAPPING
65
ALUCOBOND 4mm FASCIA
FIXED TO MANUFACTURERS
SPECIFICATION
TYPICAL SHADOWLINE DETAIL
REFER 3-A122
NEOPRENE SEAL
COLORBOND CAPPING
50 65
155
FALL
115
CL
65
CONTINUOUS PACKER WITH
COLORBOND CAPPING OVER
UNIVERSAL BEAM (REFER
STRUCTURAL SCHEDULE 41-27289-S100)
'ULTRA', PLAIN FLAT PANS - 0.70mm BMT ROOF SHEETING
50 65
470
BOX GUTTER
COLORBOND 'ULTRA', PLAIN FLAT
GREEN INSULATION
REFLECTA-GUARD
A
COL
75
ALUCOBOND 4mm
FASCIA FIXED TO
MANUFACTURERS
SPECIFICATION
125
VERTICAL TOP HATS
SUMP
UNIVERSAL BEAM
(REFER STRUCTURAL
DRAWINGS)
45
SUMP BEHIND
35 TOPHATS AS ALUCOBOND
SUPPORT FIXED TO EA DROPPERS
SPT.1/SPT.2
1O mm GAP
50 X 5 EA GUTTER SUPPORT
SS BRACKET
4mm ALUCOBOND SOFFIT
A
10
65
PONTOON ROOF PITCHING
TYPICAL SHADOWLINE POINT
DETAIL REFER 3-A122
100
65
CROSS BRACING
PURLIN (REFER
STRUCTURAL
DRAWINGS)
GREEN INSULATION
REFLECTA-GUARD
RL 5.250 m
Pitching Point
175
FLASHING BEYOND
125
35 TOPHAT FIXED TO 1.2mm ALUMINIUM
FOLDED EA DROPPERS
BAL.6
RAFTER
SUMP
3
HDR.1
A211
PONTOON WALL SECTION
DETAIL SECTION AA
SCALE 1 : 10
D
6
STRUCTURAL STEEL PLATE BEHIND.
WELDED TO UB TO FORM SEAL
(REFER STRUCTURAL DRAWINGS)
COLORBOND CAPPING
COLORBOND 'ULTRA' , PLAIN FLAT
ALUCOBOND 4mm
FASCIA FIXED TO
MANUFACTURERS
SPECIFICATION
GREEN INSULATION
REFLECTA-GUARD
PACKERS FOR
FIXING CAPPING
PURLIN (REFER STRUCTURAL
DRAWINGS)
FALL
6
A220
FALL
COLORBOND FLASHING
(SHOWN GREY)
FLASHING OVER RHS
40mm H X 6mm THK STEEL
UPSTAND WELDED TO RHS
50 65
FENDERS SHOWN
ARE INDICATIVE
ONLY. REFER TO
MARINE ENGINEERS
DRAWINGS FOR
DETAILS
PAN
65
CONTINUOUS PACKER
COLORBOND CAPPING
BOX GUTTER
PONTOON
FFL
UNIVERSAL BEAM (REFER
STRUCTURAL DRAWINGS)
PITCHING
POINT
65
STEP
ALUCOBOND SHEET RETURNS
BACK ALONG UB AND SEALS
AGAINST WELDED STEEL PLATE
ALUCOBOND 4mm THICK
1200mm x 600mm SOFFIT
PANELS FIXED TO
MANUFACTURERS
SPECIFICATIONS
TYPICAL SHADOWLINE DETAIL
REFER 3-A122
RAFTER (REFER STRUCTURAL
DRAWINGS)
PONTOON SUB STRUCTURE
TO MARINE ENG DETAILS
SEAL ALUCOBOND AND
COLORBOND FLASHING TO
STRUCTURAL STEEL PLATE
BEHIND
ALUCOBOND 4mm
FASCIA FIXED TO
MANUFACTURERS
SPECIFICATION
5
PONTOON SUB STRUCTURE
TO MARINE ENG DETAILS
A200
RAFTER (REFER STRUCTURAL
DRAWINGS)
SECTION
SCALE 1 : 10
COLORBOND FLASHING
4
A211
FLASHING DOWN TO PAN
SCALE 1 : 10
ALUCOBOND SHEET RETURNS
BEHIND ALONG UB, AND SEALS
AGAINST STRUCTURAL STEEL
PLATE
STRUCTURAL STEEL PLATE. WELDED
TO UB TO FORM SEAL (REFER
STRUCTURAL DRAWINGS)
ALUCOBOND SHEET
100
UB
1
A211
2
SCALE 1 : 10
A211
0
6
A220
No
Revision
CH
Plot Date: 5/05/2014 1:39:55 PM
Drawn
MAE*
POK*
Checked Approved
05.05.14
Date
175
SCALE 1 : 10
SCALE 1 : 10
100
200
300
400
DO NOT SCALE
500 mm
Drawn
Drafting *L.CLEM
Check
0
SECTION
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
*P.O'KEEFE
Date
05.05.14
Scale
1 : 10
Design
Check
*R.WILLIAMS
Client
Project
Title
signed as Approved
PONTOON
WALL SECTIONS
Original Size
A1
Drawing No:
41-27289-03 - A220
Rev:
0
85
A
75x6mm SS TOP PLATE
120
HDR.3
100
75
COLUMN BEHIND
75x6mm SS TOP PLATE
75
MIN.
1000
75x6mm SS FLAT UPRIGHTS AT 125mm
CENTRES
75 CL
STAINLESS STEEL LASER CUT
PANELS ON 75x5mm GALV. EA
CENTRES
CL
HDR.1
1400
1800
C.O.S.
100x50mm SS RHS
BALUSTRADE SUPPORT
100x50mm SS RHS
BALUSTRADE SUPPORT
40
900
40
400
1000
1100
BALUSTRADE PANEL
1250
1255
1500
HDR.1
25
HDR.1
63
SEAT
SUPPORT
BEHIND
75x6mm SS BOTTOM PLATE
HDR.1
FFL
BAL.2 SECTION
BALUSTRADE SUPPORT
BOLTED TO STRUCTURAL SLAB
EDGE
BAL.3 SECTION
SCALE 1 : 10
BALUSTRADE SUPPORT BOLTED
TO STRUCTURAL SLAB EDGE
SCALE 1 : 10
1250
40
BAL.1 SECTION
CL
75x6mm GALVANISED BOTTOM PLATE
SCALE 1 : 10
EQ
EQ
EQ
EQ
EQ
EQ
EQ
120
C
50 50 50 L
120
CL
120
CL
120
CL
120
CL
120
120
CL
CL
120
CL
CL
120
CL
CL
50 50 50
POST POST
POST POST
38
CL
50 50 50
EQ
CL
120
CL
50 50 50
EQ
CL
STAINLESS STEEL
BOLT CASING
HDR.3
1250
POST POST
1250
POST POST
75x75 EA FRAME BEHIND
75x6mm S/STEEL
FLAT
UPRIGHTS @ 125mm
C/C Max.
6mm LASER CUT STAINLESS
STEEL BALUSTRADE PANEL
HDR.1 BEHIND
1800
1500
75x6mm S/STEEL FLAT
UPRIGHTS
@ 125mm C/C Max.
1400
BALUSTRADE PANEL
1000
BAL.2
REFER TO STRUCTURAL ENGINEERS
DETAILS FOR BALUSTRADE POST&
CONNECTION DETAILS
25
1475
1100
1255
1440
HDR.1 BEHIND
HDR.1 BEHIND
HDR.1 BEHIND
RL 2100
WAITING AREA
FFL
BAL.2 ELEVATION
SCALE 1 : 10
100
ALLOW 10mm FITTING TOLERANCE
PROVIDE UHMWPE PACKERS
BETWEEN
BALUSTRADE & SUPPORT POST
50
CONNECTION DETAILS
SCALE 1 : 10
HDR.1
WAITING AREA SIDE
LVR.1
50
BAL.3 ELEVATION
SCALE 1 : 10
RIVERSIDE
SLAB EDGE
BALUSTRADE BEHIND SEATING TO
WAITING AREA
BALUSTRADE POST AT
ENGINEERS DETAILS
3MM MIN. THICK UHMWPE
SEPARATION BETWEEN
DISSIMILAR METALS
HDR.1
100
PAINTED GALVANISED
STEEL R.HS. MULLION AT
1250MM C/C
75
100
STAINLESS STEEL LASER CUT
PANELS ON 75x5mm GALV. EA
50
75
BAL.1 ELEVATION
ALLOW 10mm FITTING TOLLERANCE
PROVIDE UHMWPE PACKERS BETWEEN
BAULSTRADE & SUPPORT POST
85
SLAB EDGE
BAL.1 PLAN DETAIL
SCALE 1 : 5
RIVERSIDE
RIVERSIDE
BALUSTRADE TO RAMP1 & WAITING
AREA
BAULSTRANE & SUPPORT POST
50
50
BAL.2 PLAN DETAIL
BALUSTRADE POST AT
ENGINEERS DETAILS
50
0
50
100
150
200
0
No
Revision
CH
Plot Date: 5/05/2014 2:40:25 PM
Drawn
MAE*
POK*
Checked Approved
100
200
300
400
14.03.14
DO NOT SCALE
250 mm
Date
Drawn
Drafting *L.CLEM
Check
500 mm
HDR.1
WAITING AREA SIDE
SCALE 1 : 5
0
WAITNIG AREA SIDE
BAL.3 PLAN DETAIL
SCALE 1 : 5
ALLOW 10mm FIXING TOLERANCE
BALUSTRADE & SUPPORT POST
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
*P.O'KEEFE
Date
14.03.14
Scale
As indicated
Design
Check
*R.WILLIAMS
Client
Project
Title
signed as Approved
STANDARD
Original Size
A1
Drawing No:
41-27289-03 - A500
Rev:
0
B
175
75
75
POST
POST
210
VARIES
CENTRE LINE OF PFC
EXPOSED PFC RAFTER
CLEAT REFER ENGINEERS
DRAWINGS
CENTRELINE
OF PFC
GALVANISED STEEL
UPRIGHTS AT 1250 CENTRES
1250
CL
CL
EQ
CL
EQ
CL
EQ
CL
EQ
CL
EQ
CL
EQ
CL
CL
75x6mm S/STEEL
FLAT
UPRIGHTS @ 125mm
C/C Max.
100
CL
EQ
VARIES
CL
EQ
3565
2935
EQ
SUPPORT
VARIES
3565
CL
25mm' deep FACE FIXED TO UPRIGHTS
75
HDR.1 BEHIND
1650
1500
1500
L3
LOUVRE POST
1400
75
RIVERSIDE
HDR.1
265
LOUVRE SUPPORT
MULLION AT 1250MM C/C
LOUVRE POST
100
PROPREITARY
FIXING CLIP
900
LVR.1
10MM UHPE PACKERS
HDR.1
BAL.4 PANEL
BAL.4 PANEL
80
63
HDR.1 BEHIND
SLAB EDGE
HDR.1
50
POST
BAL.4 PLAN
150
5
50
50
POST
WAITING AREA SIDE
SCALE 1 : 5
BALUSTRADE POSTS AT
DETAILS FOR FIXING
1800mm HIGH
STAINLESS STEEL
BALUSTRADE WITH
LOUVRE SUPPORT
BAL.4 ELEVATION
SCALE 1 : 10
No
Revision
Plot Date: 5/05/2014 2:40:55 PM
Drawn
MAE*
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Checked Approved
50
100
150
200
100
200
300
400
14.03.14
Date
150
BAL.4 SECTION
SCALE 1 : 10
CONNECTION DETAILS
0
CH
40
BETWEEN
DO NOT SCALE
250 mm
Drawn
Drafting *L.CLEM
Check
BALUSTRADE
SUPPORT FIXED
TO STRUCTURAL
SLAB EDGE
BALUSTRADE WITH LOUVRE SUPPORT
0
0
FFL
500 mm
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
*P.O'KEEFE
Date
14.03.14
Scale
As indicated
Design
Check
*R.WILLIAMS
Client
Project
Title
signed as Approved
STANDARD
Original Size
A1
Drawing No:
41-27289-03 - A501
Rev:
0
100
75
75x6mm SS TOP PLATE
MAX. CENTRES
C
75 L
100x50mm SS RHS
BALUSTRADE SUPORT BEHIND
1000
1100
HDR.1
75x6mm SS BOTTOM PLATE
63
HDR.1
BAL.6 SECTION
BALUSTRADE SUPPORTS FIXED TO
PONTOON FLOOR STRUCTURE
SCALE 1 : 10
1250
EQ
CL
EQ
EQ
EQ
EQ
EQ
EQ
EQ
CL
EQ
50 50 50
50 50 50
POST POST
POST POST
POST
75x6mm S/STEEL
FLAT
UPRIGHTS @ 125mm
C/C Max.
HDR.1
50
BALUSTRADE PANEL
1000
1100
HDR.1
FFL
BETWEEN
CONNECTION DETAILS
BAL.6 ELEVATION
SCALE 1 : 10
150
100
POST
BETWEEN
PONTOON SIDE
RIVERSIDE
POST
50
50
50
HDR.1
75
BALUSTRADE
POSTS AT 1250MM
CENTRES
BALUSTRADE TO PONTOON
HDR.1
BAL.6 PLAN
SCALE 1 : 5
0
50
100
150
200
DO NOT SCALE
250 mm
0
No
Revision
CH
Plot Date: 5/05/2014 2:41:30 PM
Drawn
MAE*
POK*
Checked Approved
100
200
300
400
14.03.14
Date
Drafting *L.CLEM
Check
0
Drawn
500 mm
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
*P.O'KEEFE
Date
14.03.14
Scale
As indicated
Design
Check
*R.WILLIAMS
Client
Project
Title
signed as Approved
STANDARD
Original Size
A1
Drawing No:
41-27289-03 - A502
Rev:
0
100x50mm MULLIONS
BEHIND
C
50 L 50
C.O.S.
135
CL
HDR.3 - 38mm DIA
316 GRADE STAINLESS
STEEL HANDRAIL
75
MIN
25
38mm DIAMETER SS
316 GRADE HANDRAIL WELDED TO
BALUSTRADE SUPPORTS
45.0
0°
60
45.0
0°
25
MIN
CL
1000
CL
50
38mm DIAMETER SS
316 GRADE HANDRAIL WELDED TO
BALUSTRADE SUPPORTS
60
75
MIN
LASER CUT PANEL
50
TYPICAL BRACKET DETAIL TO CONFORM
TO AS1428.1 2009
TYPICAL BRACKET DETAIL TO CONFORM
TO AS1428.1 2009
40
900
900
REFER A810 FOR SEAT DETAILS
75
38mm DIAMETER SS
316 GRADE KICKRAIL WELDED TO
BALUSTRADE SUPPORTS
CL
400
CL
38mm DIAMETER SS
316 GRADE KICKRAIL WELDED TO
BALUSTRADE SUPPORTS
63
63
75
FFL
WAITING AREA
HDR.1 DETAIL
HDR.2 DETAIL
0
50
100
150
200
No
Revision
CH
Plot Date: 5/05/2014 2:41:53 PM
Drawn
MAE*
POK*
Checked Approved
14.03.14
Date
SCALE 1 : 5
DO NOT SCALE
250 mm
Drawn
Drafting *L.CLEM
Check
0
HDR.3 DETAIL
SCALE 1 : 5
SCALE 1 : 5
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
*P.O'KEEFE
Date
14.03.14
Scale
1:5
Design
Check
*R.WILLIAMS
Client
Project
Title
signed as Approved
STANDARD
HANDRAIL DETAILS
Original Size
A1
Drawing No:
41-27289-03 - A503
Rev:
0
175
175
350
350
350
NOMINAL SERVICE ROUTE. PROVIDE NOM
75x35x3mm CONTINUOUS 'U' SADDLE WELDED TO
STEEL PLATE TO ALLOW SERVICES TO BE FIXED.
COORDINATE LOCATION WITH SERVICES
ALIGNMENT.
350
300
PORTAL OUTLINE OVER
G2
SERVICE CONDUIT RISER
WITHIN TOPHAT SPACE OF
ALUCOBOND
LOCKABLE HINGED ALUCOBOND
ACCESS HATCHES BOTH SIDES OF
PORTAL (INSIDE FACES) TO ALLOW
ACCESS TO PORTAL HATCHES.
ALUCOBOND HATCH NOM 50mm
WIDER THAN PORTAL HATCH.
LOCATION TO BE CENTERED ON
PORTAL HATCH. REFER DWG S110
SERVICE CONDUIT RISER
WITHIN TOPHAT SPACE OF
ALUCOBOND
LOCKABLE HINGED ALUCOBOND
ACCESS PANEL TO ACCESS
SERVICES JUNCTION BOX IN
SOFFIT
GANGWAY
WAITING AREA
EDGE OF SLAB
FALL
4mm ALUCABOND CLADDING TO ALL
FACES OF PORTAL STRUCTURE.
PROVIDE NOM. 75wx35dx3mm STEEL
TOPHATS WELDED TO PORTAL
STRUCTURE AT JOINT LOCATIONS.
ALUCABOND CASSETTE FIXING
SYSTEM TO SCREW FIX TO WELDED
IN PLACE TOPHATS
REFER AURECON
DESIGN DRAWINGS
LOCKABLE HINGED
ALUCOBOND ACCESS
PANEL TO ACCESS
SERVICES JUNCTION
BOX IN SOFFIT
NOM HANDRAIL FROM
GANGWAY (BOTH SIDES)
HANDRAIL. CONTINUOUS RUN
FROM WAITING AREA
G1
2
A100
3
PORTAL PLAN
SCALE 1 : 20
A100
PORTAL SOFFIT
SCALE 1 : 20
5095
1035
1000
1000
1000
ALUCOBOND PANELS IN
THESE PLANES TO BE
DIRECT FIXED TO PLATE
SUBSTRATE WITH
APPROVED DOUBLE SIDED
TAPE TO
MANUFACTURERS
RECOMMENDATIONS
1000
ALUCOBOND PANELS
IN THESE PLANES TO
BE DIRECT FIXED TO
PLATE SUBSTRATE
WITH APPROVED
DOUBLE SIDED TAPE
TO MANUFACTURERS
RECOMMENDATIONS
NOMINAL 10mm ALUCOBOND
JOINT. WELD 75x35x3 NOM TOPHAT
TO STEEL PLATE STRUCTURE AT
ALUCOBOND PANEL JOINTS TO
ALLOW SCREW FIXING ON
ALUCOBOND JOINT CASSETTE
SYSTEM.
ALUCOBOND PANEL
JOINTS
ALUCOBOND PANELS
ALUCOBOND PANELS
HANDRAIL. (INSIDE FACE)
LOCKABLE HINGED
ACCESS PANELS
LOCKABLE HINGED ACCESS
PANELS (INSIDE FACE)
TACTILES IN COMPLIANCE
WITH AS1428
4
A100
RL 2.100 m
WAITING AREA
FLUSH ALUCOBOND PANEL
NOM 20mm AFL.
PORTAL_ARCH ELEVATION
1
SCALE 1 : 20
PORTAL_3D
SCALE
0
200 400
600 800 1000 mm
DO NOT SCALE
0
No
CH
Revision
C.H
Plot Date: 6/05/2014 10:31:13 AM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
06.05.14
14.03.14
Date
0
50
100
SCALE 1: 5
150 200 250 mm
AT ORIGINAL SIZE
J.OWEN
Drafting C.HICKLING*
Check
1
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Designed L.CARTER*
Client
Design
Check
Project
*R. WILLIAMS
Title
P.O'KEEFFE
ENTRY PORTAL LAYOUT
14.03.14
1 : 20
signed as Approved
Original Size
A1
Drawing No:
41-27289-03 - A600
Rev:
1
3
SLIDING GATE
A601
1800
1000
200
VARIES
2x75W SS FLAT
PLATES WELDED
TO RHS
75x6mm SS FLATS
S.S. TOP PLATE
5
UHMWPE SEPARATION
PROVIDE HORIZONTAL
GRAP RAIL
WEBFORGE A205SPM
STAINLESS STEEL GRATING
30
75
COMCORK AQUADECK 3mm
FLOORING 'STORM GREY WE1030' 'R12' SLIP RESISTANCE
SS TOP PLATE BOLT FIXED
TO TOP OF BALUSTRADE
PANEL
PONTOON
FFL
A601
PROVIDE HDPE STRIP TO
GUIDE TRACK
30x6mm GALV. PLATE SLIDING
GATE TRACK WELDED TO
FLOOR
S/S ANTI-TAMPER PLATE
TO BOTH SIDES
75 SS SHS FRAME
FIX
PE
RS
E
RP
EA
CL
ON
TO
N
O
NP
O
X
EL
AN
P
E
AD
TR
S
LU
BA
F
EO
SID
4
BALUSTRADE SUPPORT
A601
25
SS TOP PLATE BOLT FIXED
TO TOP OF BALUSTRADE
PANEL
4
GALV PLATE SLIDING GATE
GUIDE TRACK, WELDED TO
FLOOR. PROVIDE HDPE STRIP
TO GUIDE TRACK.
SLIDING GATE FLOOR
MOUNTED STOPPER
SLIDING GATE GUIDE
TRACK, FLOOR MOUNTED
3
1080
S/S ANTI-TAMPER PLATE TO BOTH SIDES
PROVIDE BUTTONS TO
HDR.1 IN ACCORDANCE
WITH AS1428.2:(1992)
CL
HDR.1
100
900
BAL.6
SLIDE
1800
GATE
WATER SIDE
HDR.1
ADF
1250
GATE STOPPER WELDED TO
BALUSTRADE SUPPORT
HDR.1
A200
75 SHS FRAME
200
BAL.6
75mm W SS PLATES
WELDED TO R.H.S
HDR.1 SUPPORT MADE
FROM 75x6mm SS FLAT
CL
ADF
HARDWARE
MOUNTING SIDE
PROVIDE HORIZONTAL
GRAP RAIL
HDR.1
HDR.1
700
PONTOON SIDE
PROVIDE BUTTONS TO HDR.1 IN
ACCORDANCE WITH AS1428.2:(1992)
75x6mm SS FLATS
CL
1250
TYPICAL HARDWARE MOUNTING HEIGHT
CL
1250
HDPE FLOOR STRIP
7
TYPICAL SLIDING GATE HEAD DETAIL
SCALE 1 : 5
SS HINGES
HDR.1
HDR.1
5
A601
SCALE 1 : 10
CL
EQUAL ANGLE TO
SUPPORT UHPE
3mm MIN THICKNESS ULTRA HIGH
MOLECULAR WEIGHT
POLYETHELYNE SEPARATION FOR
DISSIMILAR METALS
SCALE 1 : 10
A601
75
A601
TYPICAL SLIDING GATE SECTION
TYPICAL PONTOON G4, G5, ELEVATION
A200
255
100
E
AD IND
R
ST EH
LU EL B
A
B AN
P
PONTOON
FFL
1
TYPICAL SLIDING GATE SILL DETAIL
SCALE 1 : 5
115
SLIDE
TYPICAL HARDWARE MOUNTING HEIGHT
900
340
40
HDR.1
HDR.1
PONTOON
FFL
G4 PLAN (G5 MIRRORED)
SCALE 1 : 10
2
G2 ELEVATION (G3 & G6 SIMILAR)
SCALE 1 : 10
1250
CL
CL
980
WATER SIDE
CLEAR WIDTH
STAINLESS STEEL GATE STOPPER
WELDED TO BALUSTRADE SUPPORT
90 DEGREE (MAX) STAINLESS
STEEL HINGES
1100mm HIGH STAINLESS
STEEL BALUSTRADE
HDR.1 SUPPORT MADE
FROM 75x6mm SS FLAT
STAINLESS STEEL GATE
STOPPER FIXED TO
PONTOON
HDR. 2
GAP 10
HDR. 2
RUBBER BACKING
STRIP
HDR. 2
ADF
50
ENSURE HDR.1 ON GATE ALIGNS WITH
HDR.1 ON BALUSTRADE WHEN GATE IS
CLOSED
PONTOON SIDE
UHMWPE
HARDWARE MOUNTING SIDE
PROVIDE BUTTONS TO HDR.1 IN
ACCORDANCE WITH AS1428.2:(1992)
6
A200
A200
0
50
100
150
200
DO NOT SCALE
250 mm
0
No
Revision
CH
Plot Date: 5/05/2014 2:42:26 PM
Drawn
MAE*
POK*
Checked Approved
100
200
300
400
14.03.14
Date
Drawn
Drafting *L.CLEM
Check
0
G2 PLAN (G3 & G6 SIMILAR)
SCALE 1 : 10
500 mm
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
*P.O'KEEFE
Date
14.03.14
Scale
As indicated
Design
Check
*R.WILLIAMS
Client
Project
Title
signed as Approved
STANDARD
Original Size
A1
Drawing No:
41-27289-03 - A601
Rev:
0
DETAIL REMOVED
0
100 200
DO NOT SCALE
300 400 500 mm
No
Revision
C.H
Plot Date: 6/05/2014 10:31:51 AM
Drawn
MAE*
POK*
Checked Approved
14.03.14
Date
Drafting *L. CLEM
Check
0
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
P.O'KEEFFE
Date
14.03.14
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
signed as Approved
STANDARD
Original Size
A1
Drawing No:
41-27289-03 - A602
Rev:
0
DETAIL REMOVED
0
100 200
DO NOT SCALE
300 400 500 mm
No
Revision
C.H
Plot Date: 6/05/2014 10:32:15 AM
Drawn
MAE*
POK*
Checked Approved
14.03.14
Date
Drafting *L. CLEM
Check
0
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
P.O'KEEFFE
Date
14.03.14
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
signed as Approved
STANDARD
Original Size
A1
Drawing No:
41-27289-03 - A603
Rev:
0
E
1250
LOCKING HARDWARE
SIMILAR TO G2
1080
CL
CL
ANTI-TAMPER PLATE TO BOTH SIDES
200
GATE STOPPER WELDED TO
BALUSTRADE SUPPORT
225
CL
340
75x6mm SS FLATS
700
75 SHS FRAME
TYPICAL HARDWARE
MOUNTING HEIGHT
900
1100
SS HINGES
200
CL
SS HINGES
1
PONTOON
FFL
G7, G8 (MIRRORED) ELEVATION
SCALE 1 : 10
1250
225
980
CL
CL
CLEAR WIDTH
BOARDING RAMP
SLIDING GATE
STAINLESS STEEL GATE STOPPER
WELDED TO BALUSTRADE SUPPORT
HDR. 2
FULL LENGTH RUBBER
BACKING GLUED TO SS PLATE
100
STAINLESS STEEL
HINGES
STAINLESS STEEL GATE
STOPPER FIXED TO
PONTOON
UHMWPE
ADF
EDGE OF PONTOON
HARDWARE
MOUNTING
SIDE
MAINTENANCE HATCH
REFER MARINE
ENGINEERS DRAWINGS
2
A200
G7, G8 (MIRRORED) PLAN
SCALE 1 : 10
DO NOT SCALE
Drawn
Drafting *L.CLEM
Check
0
No
Revision
CH
Plot Date: 5/05/2014 2:42:47 PM
Drawn
MAE*
POK*
Checked Approved
14.03.14
Date
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
*P.O'KEEFE
Date
14.03.14
Scale
1 : 10
Design
Check
*R.WILLIAMS
Client
Project
Title
signed as Approved
Original Size
A1
Drawing No:
41-27289-03 - A604
Rev:
0
1200
1005
2
65x5mm STAINLESS
STEEL EA FRAME
IDENTIFICATION AREA
A700
3 SS SEAL Pl.
IDENTIFICATION AREA
SUPPORT POSTS BEHIND
EXTENDED TO TAKE SIGN
INFORMATION AREA
297x420mm
1265
REFER BRISBANE CITY COUNCIL FOR GRAPHICS,
MATERIAL TYPES, SYMBOLS AND THE LIKE. PROVIDE
SHOP DRAWINGS FOR APPROVAL
INFORMATION AREA
297x420mm
SELF TAPPING STAINLESS STEEL
COUNTERSUNK HEAD SCREWS
AT 200 CRS INTO SIGN POSTS.
FIXED FROM FRONT OF SIGN.
TIMETABLE
297x420mm
0mm EEN
D1
GE SCR
HIN YLIC
ACR
0mm EEN
D1
GE SCR
HIN YLIC
ACR
1265
FERRY NETWORK MAP
594x604mm
TIMETABLE
297x420mm
TIMETABLE
297x420mm
REFER BRISBANE CITY COUNCIL FOR GRAPHICS,
MATERIAL TYPES, SYMBOLS AND THE LIKE. PROVIDE
SHOP DRAWINGS FOR APPROVAL
TIMETABLE
297x420mm
MISCELLANEOUS INFORMATION AREA
MISCELLANEOUS INFORMATION AREA
PROVIDE LOCK TO HINGED
SCREEN
PROVIDE LOCK TO HINGED
SCREEN
820
100x50x3.0 SS RHS POST
FOR SIGN.
820
100x50x3.0 SS RHS POST
FOR SIGN.
SUPPORT POST FIXED
TO SLAB
SUPPORT POST FIXED
TO SLAB
WAITING AREA FFL
WAITING AREA FFL
FRONT
FRONT
INFORMATION SIGN
1
WAITING AREA FFL
TIMETABLE SIGN
TYPICAL REAR OF SIGN
TIMETABLE ELEVATIONS
SCALE 1 : 10
1180
SUPPORT POST
5
65x5mm STAINLESS
STEEL EA FRAME
SELF TAPPING STAINLESS STEEL
COUNTERSUNK HEAD SCREWS
GAS STRUT HINGE
1250
10mm CLEAR STAINLESS STEEL
FRAMED ACRYLIC SHEET WITH GAS
STRUT HOLD OPEN HINGES. FIX TO
BACKING SHEET
6mm STAINLESS STEEL BACKING
SHEET WELDED TO FRAME TO
RECIEVE SIGNAGE GRAPHICS
2
TYPICAL TIMETABLE DETAIL
SCALE 1 : 2
4
BAL.2 LCP DETAIL
(CAD FILE TO BE PROVIDED)
SCALE 1 : 10
0
100 200
DO NOT SCALE
300 400 500 mm
SIGNS REVISED
CH
MAE*
POK*
06.05.14
0
C.H
MAE*
POK*
14.03.14
No
Revision
Plot Date: 6/05/2014 10:34:14 AM
Drawn
Checked Approved
Date
0
20
40
SCALE 1: 2
60
80
100 mm
AT ORIGINAL SIZE
Drafting *L. CLEM
Check
1
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
14.03.14
As indicated
signed as Approved
WAITING AREA
WAITING AREA TIMETABLE & LCP DETAILS
Original Size
A1
Drawing No:
41-27289-03 - A700
Rev:
1
DETAIL REMOVED
DO NOT SCALE
Drawn
Drafting *L. CLEM
Check
1
0
No
B.L
Revision
C.H
Plot Date: 6/05/2014 10:34:50 AM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
30.04.14
14.03.14
Date
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
P.O'KEEFFE
Date
14.03.14
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
signed as Approved
WAITING AREA
WAITING AREA WATERTANK DETAILS
Original Size
A1
Drawing No:
41-27289-03 - A702
Rev:
1
1.1
2
3
4
A
ELECTRICAL
CUPBOARD
GO CARD
MACHINE
ENCLOSURE
LOCKABLE DOOR TO
CUPBOARD
125
INFORMATION SIGN
625
625
125
SEATING FRAME TYPE.2
FORM CUPBOARD FOR
STACKED SLIDING DOORS IN
PARKED POSITION.
0
500
ARMREST
ARMREST
ARMREST
625
PROVIDE PRIORITY SEATING
SIGN. REFER STANDARD BCC
SIGNAGE @ 1400 AFL
WAITING AREA
FSL 2.1 (NOM.)
625
1000
625
G2
500
500
500
500
500
500
500
2000
3 PWD SPACES
500
500
500
500
500
4000
625
500
500
625
625
625
625
625
625
125 125
625
625
625
625
625
125
430
625
625
625
125
2200
PROVIDE PWD PARKING SIGN. REFER
STANDARD BCC SIGNAGE SCHEDULE
MOUNTING HEIGHT @ 1400 AFL.
B
COL2
COL3
COL4
WAITING AREA SEATING PLAN
SCALE
1 : 20
DO NOT SCALE
0
1
0
No
B.L
Revision
C.H
Plot Date: 6/05/2014 10:41:46 AM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
30.04.14
14.03.14
Date
200 400
Drafting *L. CLEM
Check
600 800 1000 mm
Drawn
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
14.03.14
1 : 20
signed as Approved
WAITING AREA
WAITING AREA SEATING DETAILS PLAN
Original Size
A1
Drawing No:
41-27289-03 - A800
Rev:
1
A
ARMREST
ARMREST
405
600
5
90 10
NOM.
A810
90 10
NOM.
120
10
10
65
10
10
60
FB.2
10
65
FB.1
FB.1
FB.1
10
65
FB.1
10
60
30
40
30
50
FB.3
FB.3
FB.1
FB.1
FB.1
65
65
STAINLESS STEEL
ARMREST WELDED TO 'T'
SECTION
35
FB.1
65
10
40
65
120
FB.2
65
35
65
6mm THICK POWDERCOATED
STEEL PLATE FOR FIXING OF
ARMREST WELDED TO MAIN
SEATING SUPPORT
PAINTED GALVANISED STEEL 100x50 RHS
65
15
PAINTED GALVANISED STEEL 100x50 RHS
10 mm JOINT TO ALLOW FOR SLAT
EXPANSION
365
110
15
COUNTERSUNK
SCREW
295
345
390
440
450
500
255
100
STAINLESS STEEL
45x4.0 EA, WELDED TO
RHS
FFL
50
1
2
SCALE 1 : 5
SCALE 1 : 5
160
400
5
305
TYPICAL BUTT JOINT DETAIL
SCALE 1 : 2
A810
25
40
60
CL
FB.3
65
10
FB.3
FB.1
FB.1
FB.1
5
505
505
10
65
CL
A810
10
STAINLESS
STEEL ARMREST
FB.1
130
FB.1
FB.1
SS COVERPLATE
65
220
10
65
15
FB.1
10
65
FB.1
FB.1
FB.1
FB.1
FB.1
FB.1
65
10
65
10
65
10
STAINLESS
STEEL CAPPING
65
SS T SECTION
FB.1
FB.1
FB.1
FB.3
FB.3
FB.1
30
FB.1
FB.1
FB.2
FB.1
FB.2
STAINLESS STEEL 100x50
RHS
FB.1
65
10
65
FB.1
FB.1
10
65
FB.3
RHS
130
330
130
420
425
330
10
65
10
CAP ALL OPEN ENDS
RHS
485
FB.1
65
75
75
RHS
FB.1
10
40 25
FB.1
70
SS T SECTION
70
FB.1
65
10
40 25
30
FB.1
65
FB.3
65
10
20Ø STAINLESS
STEEL ROD
90
505
FFL
CL
3
4
SCALE 1 : 5
SCALE 1 : 5
0
20
40
60
80
DO NOT SCALE
100 mm
0
No
Revision
CH
Plot Date: 5/05/2014 2:43:09 PM
Drawn
MAE*
POK*
Checked Approved
50
100
150
200
14.03.14
Date
Drafting *L.CLEM
Check
0
Drawn
250 mm
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
*P.O'KEEFE
Date
14.03.14
Scale
As indicated
Design
Check
*R.WILLIAMS
Client
Project
Title
signed as Approved
WAITING AREA
SEATING DETAILS SHEET
Original Size
A1
Drawing No:
41-27289-03 - A810
Rev:
0
NOTE:
FITTINGS TO BE DETERMINED AND AGREED
ON SITE PRIOR TO INSTALLATION
5200
4170 FOR WAITING AREA
600
600
CL
600
CL
SS PLATE
SIGNAGE PLAN
SCALE
500
INDICATIVE SIGN LOCATION. CONTRACTOR TO
COORDINATE HEIGHT AND PANEL SIZE WITH
APPROPRIATE SIGNAGE SIZE
STRUCTURAL SUPPORT HANGERS
1 : 10
SOFFIT LINE
215
100 x 50 SS RHS POST
1300
1400
170
BRETTS WHARF
SIGNAGE MOUNTING HEIGHT
150
HOLLOW G316 SS SUPPORT HANGERS WIRES
FOR ELECTRICITY TO BE CONTAINED WITHIN
8mm SS PLATE WITH M10
SS CHEMICAL ANCHORS
75 EMBEDMENT
420
420
BCC GRAPHIC
SCREEN PRINTED BACKGROUND TO MATCH 'INTERPON PRECIS DARK BRONZE MATT'
OPAL ACRYLIC GRAPHICS REAR ILLUMINATED WITH NEON LIGHT
AVENIR BOLD TYPEFACE CAP HEIGHT 170mm
4mm SS PLATE FIXED TO POST BY M8 SELF
TAPPING TAMPER PROOF SCREWS. FINISH
TO MATCH SS POST FINISH
BASE MATERIAL 3mm ALUMINIUM, 2 PACK PAINT FINISH TO MATCH 'INTERPON PRECIS DARK BRONZE MATT'
1
4
SIGNAGE ELEVATION
SIGN POST DETAIL
SCALE 1 : 10
SCALE 1 : 10
410UB60
150 x 150 x 3 SHS WELDED
TO BOTTOM FLANGE OF UB
SOFFIT LINE
STRUCTURAL SUPPORT HANGERS
BOLTED TO 50 SHS PURLIN BRIDGING
PIECES
150C15 PURLINS. FIX TO
PFC WITH 8mm CLEAT,
2M12 PURLIN BOLTS
CUTOUT GRAPHICS
REAR NEON LIGHTING
OPAL ACRYLIC
BRIDGING AT 1/3 POINTS
5
SIGNAGE OMITTED FOR CLARITY
SIGNAGE SUPPORT
2
SCALE 1 : 10
SCALE 1 : 10
0
100 200
DO NOT SCALE
300 400 500 mm
0
No
B.L
Revision
C.H
Plot Date: 5/05/2014 2:50:42 PM
Drawn
MAE*
MAE*
POK*
POK*
Checked Approved
30.04.14
14.03.14
Date
Drawn
Drafting *L. CLEM
Check
1
SIGNAGE SECTION
T 61 7 3316 3000 F 61 7 3316 3333
Conditions of Use.
Approved
Date
Scale
Design
Check
*R. WILLIAMS
Client
Project
Title
P.O'KEEFFE
WAITING AREA SIGNAGE DETAILS
14.03.14
1 : 10
signed as Approved
Original Size
A1
Drawing No:
41-27289-03 - A900
Rev:
1

BRISBANE CITY COUNCIL BRETTS WHARF CityCat TERMINAL 41

Transcription

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