This document provides a cover sheet and legend for architectural drawings for a new CityCat ferry terminal. It includes a project description, list of drawings, abbreviations legend and general notes. The legend defines abbreviations used on the drawings and notes provide guidance on materials and construction methods. The project involves construction of a new ferry terminal with waiting area, gangway, pontoon and associated infrastructure at Macarthur Avenue, Hamilton QLD.

1. Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
7/12/2010 3:48:30 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A000
J.BROWNE G.RAVIKUMAR
D. STRAKER*
G. RANGER*
COVER SHEET
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
SMR JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
41-22853
SITE ADDRESS:
RP/SP:
LOT No:
COUNCIL:
MACARTHUR AVENUE,
HAMILTON QLD, 4007
224971
115
BRISBANE CITY COUNCIL
NEW CityCat TERMINAL
41-22853- M100 GENERAL PILE SETOUT PLAN & SCHEDULE
41-22853- M101 GENERAL PILE ELEVATIONS
41-22853- M102 GENERAL PILE DETAILS
41-22853- M103 GENERAL PILE CATHODIC PROTECTION DETAILS
41-22853- M200 WAITING AREA SLAB PLAN
41-22853- M201 WAITING AREA SLAB REINFORCEMENT PLAN
41-22853- M202 WAITING AREA SLAB SECTIONS & DETAILS
41-22853- M300 GANGWAY FRAMING PLANS & SECTIONS
41-22853- M301 GANGWAY DETAILS SHEET 1
41-22853- M302 GANGWAY DETAILS SHEET 2
41-22853- M400 PONTOON GENERAL ARRANGEMENT & SECTIONS
41-22853- M401 PONTOON FRAMING PLAN & SECTIONS
41-22853- M402 PONTOON STIFFENER PLAN & SECTIONS
41-22853- M403 PONTOON TYPICAL DETAILS SHEET 1
41-22853- M404 PONTOON TYPICAL DETAILS SHEET 2
41-22853- M405 PONTOON FENDER FRAME DETAILS
41-22853- M406 PONTOON BALLAST PLAN & SECTION
3. STRUCTURES
41-22853- S001 GENERAL STRUCTURAL NOTES
41-22853- S100 WAITING AREA STRUCTURAL ROOF PLANS
41-22853- S101 WAITING AREA ELEVATIONS & SECTIONS
41-22853- S102 WAITING AREA ROOF FRAMING DETAILS
41-22853- S200 PONTOON ROOF FRAMING & PURLIN PLANS
41-22853- S201 PONTOON TYPICAL SECTIONS
41-22853- S202 PONTOON ROOF FRAMING DETAILS
41-22853- S300 GENERAL BALUSTRADE AND SCREEN DETAILS
4. ELECTRICAL
41-22853- E000 GENERAL LEGEND
41-22853- E001 GENERAL SITE PLAN - SHEET 1 OF 2
41-22853- E002 GENERAL SITE PLAN - SHEET 2 OF 2
41-22853- E003 GENERAL LIGHTING LAYOUT
41-22853- E004 GENERAL CCTV & COMMUNICATION SYSTEM LAYOUT
41-22853- E005 GENERAL POWER & COMMS LAYOUT
41-22853- E006 GENERAL SCHEMATICS & DETAILS
5. HYDRAULICS
41-22853- H001 GENERAL LOCALITY PLAN, LEGENDS & NOTES
41-22853- H002 GENERAL DRAINAGE & WATER SERVICES LAYOUT
6. LANDSCAPE
41-22853- L001 GENERAL PLANTING LAYOUT PLAN AND DETAILS
41-22853- L010 GENERAL IRRIGATION LAYOUT PLAN AND DETAILS
1. ARCHITECTURAL
41-22853- A000 GENERAL COVER SHEET
41-22853- A001 GENERAL LEGEND AND NOTES
41-22853- A003 TERMINAL SITE PLAN
41-22853- A004 TERMINAL ROOF PLAN
41-22853- A005 TERMINAL ELEVATIONS & SECTION SHEET 1
41-22853- A006 TERMINAL SIGNAGE PLAN
41-22853- A101 WAITING AREA PLANS
41-22853- A110 WAITING AREA ELEVATIONS
41-22853- A120 WAITING AREA SECTIONS
41-22853- A130 WAITING AREA WALL SECTIONS SHEET 1
41-22853- A131 WAITING AREA WALL SECTIONS SHEET 2
41-22853- A140 WAITING AREA CONSTRUCTION DETAILS SHEET 1
41-22853- A141 WAITING AREA CONSTRUCTION DETAILS SHEET 2
41-22853- A150 WAITING AREA WATER TANK DETAILS
41-22853- A151 WAITING AREA BIN ENCLOSURE AND GO-CARD MACHINE
41-22853- A201 GANGWAY PLANS
41-22853- A210 GANGWAY SECTIONS & ELEVATIONS
41-22853- A240 GANGWAY CONSTRUCTION DETAILS
41-22853- A301 PONTOON PLANS
41-22853- A310 PONTOON ELEVATIONS
41-22853- A320 PONTOON SECTIONS
41-22853- A330 PONTOON WALL SECTIONS
41-22853- A401 RAMPS RAMP PLAN, ELEVATION & SECTION DETAIL
41-22853- A510 GENERAL BALUSTRADE DETAILS SHEET 1
41-22853- A512 GENERAL BALUSTRADE DETAILS SHEET 2
41-22853- A514 GENERAL GATE 1 DETAILS SHEET 1
41-22853- A515 GENERAL GATE DETAILS SHEET 2
41-22853- A517 GENERAL TIMETABLE AND LASER CUT PANEL
41-22853- A518 GENERAL SEATING PLANS AND DETAILS
41-22853- A519 WAITING AREA WINDOW AND DOOR SCHEDULE
41-22853- A900 GENERAL SIGNAGE DETAILS
41-22853- A910 WAITING AREA PANELLING DETAIL
2. MARINE
41-22853- M001 GENERAL MARINE NOTES
BRISBANE RIVER

2. SET
OUT
??° PITCH
2400
ACT
23
ANNOTATION LEGEND
ANNOTATION ABBREVIATION (REFER LEGEND)
GATE NUMBER
CEILING TYPE AND HEIGHT
ROOF PLAN PITCH AND DIRECTION
ABC
low
high
G
FINISHABC
2400
ACT
CEILING LEGEND
CEILING TYPES:
PAINTED 13mm PLASTERBOARD
PAINTED WET AREA PLASTERBOARD
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
PBD
PBD.1
FC
ACT
SCT
U/S
OFF
CEILING TYPE AND HEIGHT
CEILING SETOUT POINT
MATERIAL TYPES
MEDIUM DENSITY FIBRE BOARD
FIBRE CEMENT
PLASTERBOARD/PLASTER
CONCRETE
TILING
EARTH
SAND
GROUT
INSULATION
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.
NOTES:
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 1
7/12/2010 3:48:31 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A001
B.LAHDENSUO G. RAVIKUMAR
D. STRAKER*
G. RANGER*
LEGEND AND NOTES
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
DW JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
LEGEND
ABBREVIATION DESCRIPTION
RW TANK CUSTOM MANUFACTURED 1000L STAINLESS STEEL 316 GRADE RAINWATER TANK
SEA APPROVED SEALANT
SL LED STRIP LIGHTING
SMP COLORBOND BOX GUTTER SUMP
SN SIGNAGE
SP 'SANYO' HIP-210NKHE6 SOLAR PANEL 1580mm x 798mm WITH SUNLOCK MOUNTING
SYSTEM - FIXED TO MANUFACTURER'S SPECIFICATION
SPT.1 100mmL x 60mmD COLORBOND STEEL DOWNPIPE SPITTER TO GUTTER
SPT.2 100mmL x 60mmD COLORBOND STEEL OVERFLOW SPITTER TO GUTTER
SS STAINLESS STEEL
TGSI-A WARNING TACTILE GROUND SURFACE INDICATOR INSTALLED IN ACCORDANCE WITH
AS1428.1-2009, AS1428.2 & AS 1428.4-2009
TH TOPHAT SECTION
UHMWPE 3mm MIN THICKNESS ULTRA HIGH MOLECULAR WEIGHT POLYETHELYNE SEPARATION
FOR DISSIMILAR METALS
VB VERTICAL BRACING
LEGEND
ABBREVIATION DESCRIPTION
ADF COMCORK AQUADECK 3mm FLOORING 'DENIM WE1030' - 'R12' SLIP RESISTANCE
AF COLORBOND APRON FLASHING
AGG EXPOSED AGGREGATE FINISH - HANSON 'SPECTRUM-X' COLOUR TO MATCH EXISTING
(C.O.S), SAND BLASTED WITH 'CCS STAIN BLOCK' PENETRATING SEALANT
AHD AUSTRALIAN HEIGHT DATUM
AL ALUMINIUM
ALC.1 ALPOLIC OR EQUIVALENT 4mm COLOUR 1 FIXED TO MANUFACTURERS
SPECIFICATIONS
ALC.2 ALPOLIC OR EQUIVALENT 4mm COLOUR 2 FIXED TO MANUFACTURERS
SPECIFICATIONS
ALC.3 ALPOLIC OR EQUIVALENT 4mm COLOUR 3 FIXED TO MANUFACTURERS
SPECIFICATIONS
ALC.4 ALPOLIC OR EQUIVALENT 4mm COLOUR 4 FIXED TO MANUFACTURERS
SPECIFICATIONS
AP ACCESS PANEL
BAL.1 1400mm HIGH STAINLESS STEEL BALUSTRADE
BAL.2 13.52mm THICK HEAT STRENGTHENED LAMINATE GLASS. FLAT POLISHED
BAL.3 1100mm HIGH STAINLESS STEEL BALUSTRADE TO GANGWAY
BAL.4 1100mm HIGH STAINLESS STEEL BALUSTRADE TO PONTOON
BG 450W x 125D COLORBOND BOX GUTTER LINING SHEET 0.7 BMT
BPF BIRD PREVENTION SYSTEM - BIRD SHOCK - FLEX TRACK
BRs
CBC COLORBOND CAPPING
CBF COLORBOND FASCIA CAPPING
CBP COLORBOND BARGE CAPPING
CCTV CCTV CAMERA (SEE ELECTRICAL LEGEND E103)
CJ CONTROL JOINT
CL CENTRE LINE
COL STRUCTURAL COLUMN
DG DIGITAL CLOCK
DP.1 100mm DIA uPVC TANK CONNECTION (FF INDICATES FIRST FLUSH DEVICE)
DP.2 100 x 60 STAINLESS STEEL 316 GRADE RECTANGULAR DOWNPIPE
ECB ELECTRICAL CUPBOARD
EL EMERGENCY LUMINAIRE
FAS STATIC LINE FALL ARREST SYSTEM
FB.1 ALTIFORM FURNITURE BATTENS - GLASS REINFORCED HDPE PLASTIC 38x63.5 POLY SR
- MID GREY
FB.2 ALTIFORM FURNITURE BATTENS - GLASS REINFORCED HDPE PLASTIC 38x88.5 POLY SR
- MID GREY
FB.3 ALTIFORM FURNITURE BATTENS - GLASS REINFORCED HDPE PLASTIC 38x60.0 POLY SR
- BULL NOSED - MID GREY
FC FIBRE CEMENT SHEETING 6mm PAINTED
FG FIXED GLASS G. JAMES. 450 SERIES SHOP FRONT GLAZING WITH 13.52mm HEAT
STRENGTHENED LAMINATE SAFETY GLASS
FGW FIXED GLASS WINDOW G. JAMES 100x25 GLAZING SECTION
FIN.1 DECORATIVE FIN ELEMENT TYPE 1
FIN.2 DECORATIVE FIN ELEMENT TYPE 2
FLG FLASHING
G.1 SLIDING GATE - HANGING CUSTOM MANUFACTURED MAIN ENTRANCE GATE
GALV GALVANISED
GBD SPANDEK GUTTER BOARD ON 25 x 3mm EQUAL ANGLE SUPPORTS FIXED AT MAX
450mm CENTRES
GU.1 GUTTER TO WAITING AREA ROOF
GU.2 GUTTER TO PONTOON ROOF
HAF HONED CONCRETE FINISH - HANSON TERACRETE 'PARISIENNE' - WITH 'CCS STAIN
BLOCK' PENETRATING SEALANT
HDR.1 STAINLESS STEEL 316 GRADE HAND RAIL
HDR.2 STAINLESS STEEL 316 GRADE ACCESSIBLE HANDRAIL WITH KICK RAIL TO COMPLY
WITH AS1428
HP HIGH POINT
INS.1 GREEN INSULATION REFLECTA-GUARD
INS.2 BRADFORD ENVIROSEAL ROOF/METAL WALL (SARKING)
INS.3 BRADFORD GOLD WALL BATTS
LCP STAINLESS STEEL 316 GRADE LASER CUT PANELS
LDR LADDER RESTRAINT POINT
LVR LOUVRE
LVR.1 SHADE LOUVRE, HUNTER DOUGLAS ALUMINIUM AEROBRISE '150mm x 25mm' DEEP
FACE FIXED - NOT USED THIS TERMINAL
LVR.2 LOUVRE, HUNTER DOUGLAS ALUMINIUM EXTRUDED SUN LOUVRES 80RX-80mmW X
23mmD FIXED TO MOUNTING BRACKETS @ 50mm C/C
MSSB MECHANICAL SERVICES SWITCHBOARD
OF.1 100 X 60 STAINLESS STEEL 316 GRADE RECTANGULAR OVERFLOW
PCP FIBRE GLASS PILE CAP (REFER MARINE ENGINEERS DRAWINGS)
PF PORTAL FRAME (REFER STRUCTURAL ENGINEERS DRAWINGS)
PFC PARALLEL FLANGE CHANNEL
PU PURLIN
PWD PERSONS WITH DISABILITIES
PWY CLEARSONICS PEDESTAL WAYPHONE 210mmW x 1475mmH x 130mmD
RA RAFTER
RS ROLLER SHUTTER
RSH.1 LYSAGHT LONGLINE 305, COLORBOND, PLAIN FLAT PANS - 0.70mm BMT - ROOF
SHEETING
RSH.2 KINGSPAN INSULATED TRAPEZOIDAL ROOF PANEL SYSTEM (KS-1000-RW), 95mm
OVERALL THICKNESS OR EQUAL
GATE SCHEDULE
MARK HEIGHT WIDTH GATE TYPE GATE FINISH
FRAME
TYPE FRAME FINISH COMMENTS
TYPE
COMMENTS
G1 3100 4130 ALUMINIUM WELDED ANGLES POWDERCOATED
ALUMINIUM
ALUMINIUM
RHS
POWDERCOATED
ALUMINIUM
TOP HUNG SLIDING WAITING AREA
G2 1100 1080 WELDED FLAT PLATE STAINLESS STEEL RHS STAINLESS STEEL SWING PONTOON
G3 1100 1400 WELDED FLAT PLATE STAINLESS STEEL RHS STAINLESS STEEL SLIDING WITH WHEEL ASSEMBLY PONTOON
G4 1100 1400 WELDED FLAT PLATE STAINLESS STEEL RHS STAINLESS STEEL SLIDING WITH WHEEL ASSEMBLY PONTOON
G5 1100 1400 WELDED FLAT PLATE STAINLESS STEEL RHS STAINLESS STEEL SLIDING WITH WHEEL ASSEMBLY PONTOON
G6 1100 1400 WELDED FLAT PLATE STAINLESS STEEL RHS STAINLESS STEEL SLIDING WITH WHEEL ASSEMBLY PONTOON
3. REFER A910 FOR ALPOLIC ELEVATIONS
AND FEATURE LIGHTING POSITIONS

3. TAP
IL
1.48
Gully Pit
SL 4.20
Gully Pit
SL 4.08
Height=4m
Height=5m
Height=5m
Height=5m
Height=5m
Height=5m
Trunk =.1m
Trunk =.1m
Trunk =.1m
Trunk =.1m
Trunk =.1m
Trunk =.1m
Type =GU
Type =GU
Type =GU
Type =GU
Type =GU
Type =GU
Spread=1 rad
Spread=1 rad
Spread=1 rad
Spread=1 rad
Spread=1 rad
Spread=1 rad
-8.00
-7.50
-7.00
-6.50
-6.00
-5.50
-5.00
-4.50
-4.00
-3.50
-3.00
-2.50
-2.00
-1.50
-1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
IL
3.08
IL
3.08
IL
3.23
SW 3-1
SW 3-0
SW 3-1-1
SW 3-2
SW 4-1
SW 4-2
750mmdiaRCP
375mm
dia RCP
750mm
dia
RCP
450 mm dia RCP
450mmdiaRCP
750 DICAL
750 DICAL
4.07
4.79
3.66
3.59
5.41
4.13
3.43
3.32
4.18
4.10
3.93
3.81
3.75
4.40
4.06
3.25
3.49
3.58
3.69
3.77
2.63
3.00
3.33
3.65
4.09
3.85
2.97
2.90
2.97
2.82
2.91
3.48
3.71
3.65
3.94
3.79
Rock Swale
Rock Pitching
Comms Pit
Gate
Gate
Stone Paving
Tap
Bollards
Bollards
Bollards
Sign
Sign
Post
Post
Post
Post
Sign
Sign
Stormwater Headwall
Path (Exp Ag)
Path (Exp Ag)
CAFE
Path (Tiles)
Art
Retaining Wall
Retaining Walls
OVAL
Substation
Elec Pits
NEW ROAD BY OTHERS
Elec for Future
IL
0.06
IL
1.23
IL
0.20
IL
0.19
IL
1.92
IL
1.43
IL
1.45
IL
1.70
FSL 3.13
FSL 2.82
FSL 2.93
WAITING AREA
PONTOON
BRISBANE RIVER
EXISTING PARK
MAKE GOOD EXISTING ROCK REVETMENT
EXISTING ARTIFICIAL BEACH
EXISTING LANDSCAPING
EXISTING VEGETATION
GANGWAY
EXISTING WHARF
NEW ACCESS RAMP
A005
1
A005
2
1 2 3 4 5
A
C
B
D
E
F
6 7 8 9
WATERAREAALLOCATIONBOUNDARY
WATERAREAALLOCATIONBOUNDARY
WATER AREA ALLOCATION BOUNDARY
LOT 115
SP224971
RC
AL
RL 2.1
23mLONG,2.0mCLEARWALKWAY
0.9m FREEBOARD
21450 x 5000mm
STEEL
457 x 12.7 STEEL PILES
457 x 12.7 STEEL PILES
800 x 16 STEEL PILES
3
2
POINTONBOUNDARYOF
LOT115
E58262.010,N161492.407
1
4
TIDAL BOUNDARY (VIDE SL8655)
GABIONS
ROCK
LOOSE ROCKS
LOOSE ROCKS
SILTED AREA
10 11
HAT
MHWS
LAT
74600
POINT 8 ON SP
224971
3307
14°43'30"
40755
14°42'
3
A005
RELOCATE
EXISTING SEAT
MAKE GOOD EXISTING LANDSCAPE
DEMOLISH EXISTING VEGETATION
MAKE GOOD EXISTING LANDSCAPE
MAKE GOOD EXISTING PATH
MAKE GOOD EXISTING ROCK REVETMENT
REFER TO MARINE DRAWINGS FOR
REQUIREMENTS FOR EXISTING GABIONS
AGG
AGG
SLAB EDGE
31148
1500
RELOCATED SEAT
NEW BICYCLE PARKING
457 x 12.7 STEEL PILES
SETOUT POINT 2 (REFER DETAIL)
SETOUT POINT 1 (REFER DETAIL)
1500 1500
RETAIN EXISTING
SEAT
RETAIN EXISTING VEGETATION
SEAT SETOUT
2945 70°
1.65
1.06
0.0
-0.85
-1.24
2.89
2.30
1.24
0.39
0.0
AHD LAT
HAT
MHWS
AHD
MLWS
LAT
4
C
E 58298.441
N 161470.648
COLUMN CENTERLINE LOCATED
ON GRID INTERSECTIONS
2
A
COLUMN CENTERLINE LOCATED
ON GRID INTERSECTIONS
E 58293.232
N 161479.147
CONTRACTORS SITE ENTRY
TEMPORARY
FENCE
CONTRACTOR TO MAKE
GOOD PARK AS EXISTING
UP ON COMPLETION
RETAIN EXISTING
FENCE
RETAIN EXISTING
FENCE
REMOVE FENCE AND
PROVIDE GATE AS
REQUIRED UPON
APPROVAL FROM
PRINCIPAL
TEMPORARYFENCE
CONTRACTORS SIDE
FENCE
MAKE GOOD EXISTING TURF
CONTRACTORS SITE
FENCE
16500
PROPOSED TERMINAL
SITE SHED/STORAGE
35800
61500
22195
23900
36700
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:48:33 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A003
J.BROWNE G.RAVIKUMAR
D. STRAKER*
G. RANGER*
SITE PLAN
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
BL JK* GR*
TERMINAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 200
TERMINAL SITE PLAN
0
SCALE 1: AT ORIGINAL SIZE
2000 4000 6000 8000 10000mm
200
NOTE:
1. CONTRACTOR'S SITE TO BE CONFIRMED BY
ULDA
2. ALL LEVELS MEASURED TO AHD
3. HORIZONTAL DATUM BCSG02
4. LANDWARD BOUNDARY AND COASTAL
MANAGEMENT DISTRICT COINCIDES WITH
HAT
5. REFER TO A001 FOR DESIGN PARAMETERS
WATER ALLOCATION SETOUT TABLE
SETOUT POINT No. EASTING NORTHING
1
2
58248.116 161439.5273
58320.266 161420.571
4
HIGHEST ASTRONOMICAL TIDE (H.A.T.)
MEAN HIGH WATER SPRINGS (M.H.W.S.)
LOWEST ASTRONOMICAL TIDE (L.A.T.)
LEGEND
CONTOUR LINES
SCALE 1 : 20
SETOUT POINT 2
SCALE 1 : 20
SETOUT POINT 1
58334.661
58261.730 161491.343
161475.360

4. 1110
PONTOON
BRISBANE RIVER
23mGANGWAY
WAITING AREA
1 2 3 4 5
A
C
B
D
E
F
6 7 8 9
SOLAR PANELS
FALL
FALL
FALL
FALL FALLFALL
WATERAREAALLOCATIONBOUNDARY
10 11
LOTBOUNDARY
EXISTING WHARF
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 100
7/12/2010 3:48:35 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A004
J.BROWNE G.RAVIKUMAR
D. STRAKER*
G. RANGER*
ROOF PLAN
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
BL JK* GR*
TERMINAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
0
SCALE 1: AT ORIGINAL SIZE
1000 2000 3000 4000 5000mm
100
SCALE 1 : 100
TERMINAL ROOF PLAN
NOTE:
1. REFER ROOF PLANS OF EACH INDIVIDUAL
COMPONENT FOR FURTHER DETAILS

5. 12345
LINE OF RAMP FLOOR BEHIND
BORAL OR EQUIVALENT SPLIT FACE BLOCK
6 7 8 9
A CB
D E F
WAITING AREA GANGWAY
PONTOON
1.65
1.06
0.0
-0.85
-1.24
HAT
MHWS
AHD
MLWS
LAT
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:48:44 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A005
J.BROWNE G.RAVIKUMAR
D. STRAKER*
G. RANGER*
ELEVATIONS & SECTION SHEET 1
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
SMR JK* GR*
TERMINAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
SCALE 1 : 50A003
TERMINAL ELEVATION1
SCALE 1 : 50A003
TERMINAL ELEVATION2
SCALE 1 : 100A003
TERMINAL SECTION3
NOTE: ALL LEVELS MEASURED TO A.H.D.
A003
A003
A003
NOTE:
1. REFER ELEVATION DRAWNIGS OF EACH
INDIVIDUAL COMPONENT FOR FURTHER
DETAILS

6. WAITING AREA
RL2.1m
'NORTHSHORE
HAMILTON' TERMINAL
SIGN
'RUBBISH &
RECYCLE BIN'
SIGN
'NON POTABLE'
SIGN TO TAP
'CERTIFICATE OF
CLASSIFICATION' DISPLAYED
IN TIMETABLE BOARD
ILLUMINATED EXIT SIGN
ABOVE
ILLUMINATED EXIT SIGN
ABOVE
'ELECTRICAL CUPBOARD' SIGN
'NO SMOKING' SIGN
SAFETY FLOOR AUSTRALIA
COMCORK PACIFIC BLUE AQUA DECK
DISABLED MAT IN ACCORDANCE TO
AS1428.1 GLUED TO CONCRETE
FLOOR TO MANUFACTURERS
SPECIFICATION
ILLUMINATED EXIT SIGN
ABOVE
'MOVINGOBJECTSTANDCLEAR'
SIGNTOJUNCTIONOFHINGED
COVERPLATEANDGANGWAY
SPACE ALLOCATED FOR PWD
SIGN ON FLOOR
'NON POTABLE'
SIGN TO TAP
'NO ACCESS' SIGN TO INSIDE OF GATE'NO ACCESS' SIGN TO INSIDE OF GATE
'NORTHSHORE HAMILTON'
TERMINAL SIGN
150mm WIDE YELLOW
COLOUR COMCORK
AQUADECK STRIP TO FLOOR
150mm WIDE YELLOW COLOUR
COMCORK AQUADECK STRIP
TO FLOOR
150mm WIDE YELLOW COLOUR
COMCORK AQUADECK STRIP
TO FLOOR
'RAINWATER TANK
IN USE' SIGN
150mm WIDE YELLOW
COLOUR COMCORK
AQUADECK ARROW TO
FLOOR
150mm WIDE YELLOW
COLOUR COMCORK
AQUADECK ARROW TO
FLOOR
TGSI-A
TGSI-A
TGSI-A
TGSI-A
TGSI-A
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 100
7/12/2010 4:51:55 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A006
D. WATSON G. RAVIKUMAR
D. STRAKER*
G. RANGER*
SIGNAGE PLAN
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
GRK JK* GR*
DW JK* GR*
TERMINAL
2
APPROVED ISSUE0 25.08.10
DOOR RELOCATED1 15.09.10
CONSTRUCTION DOCUMENTATION AMENDMENTS2 07.12.10
SCALE 1 : 100
SIGNAGE PLAN
0
SCALE 1: AT ORIGINAL SIZE
1000 2000 3000 4000 5000mm
100

7. A1102A110 4
A110
A110
3
1
HOSE TAP UNDER
SEATING
PEDESTAL WAY
PHONE
AVVM
WAITING AREA
RL2.1m
1
A120
1 2 3 4 5
A
C
3600 3600 3600 2300
6545350
B
24 PERSON SEATING
SLIDING SECURITY
GATE
NEWSPAPER
KIOSK
RAINWATER
STORAGE TANKS
IN WALL
SWITCH BOARD
W3 W2 W1
5
A120
4
A120
2
A120
3
A120
11
A140
1
A140
3
A140
5
A140
6
A140
7
A140
8
A140
16
A140
TGSI-A
TGSI-A
TIMETABLE REFER TO
DWG A517 FOR DETAILS
BAL.2
BAL.1
BAL.1
600300
600
9
A140
WAITING
AREA
WAITING
AREA
2250
2250
2250
2250
ROLLERSHUTTER
1450
2
A140
10
A140
NEWSPAPER KIOSK
INTERNAL FITOUT
BY OTHERS
1
A151
PWD ACCESS
TO AVM
D1
D3
86mm ACO MINI
CLASSIC U - CHANNEL
DRAIN WITH STAINLESS
STEEL HEELGUARD
GRATING TO DRAIN TO
RIVER
G1
A514
W4
13
A140
445
260
1765
CL
CL
WALL
1830
W3
500 500
W2
500 500
W1
500
25653825
TO GRID
95
VB
905
ECB
REFER TO A518 FOR
SEATING DETAILS
1001810
-
---
-
---
4
A140
RAINWATER TANK
PUMP
-
---
GLAZING
3350
ACO STAINLESS STEEL
FLOOR DRAIN
PENETRATION TO DRAIN
INTO RIVER
FIN.1
FIN.2
BRACING
450
D2
CL
610
4mm316GRADE
STAINLESSSTEELGLUED
ANDSCREWEDTO16mm
MARINEPLYWITH
COUNTERSUNKSCREWS
1 2 3 4 5
A
C
B
3600 3600 3600 2300
6545350
EQEQEQEQEQEQ
555
HAF
400
155
600
700
1%FALL
1% FALL
LINE OF WATER STOP
EXPANSION JOINT
NOTE:
ENSURE NO PONDING ON FINISH SURFACE
OVERFLOW
PENETRATION TO
SLAB FROM RAIN
TANK
1%FALL
1%
FALL
1%
FALL
RL 2.10m
ELECTRICAL PENETRATIONS
TO SLAB CO-ORDINATE
SETOUT
ELECTRICAL PENETRATIONS TO
SLAB CO-ORDINATE SETOUT
10mm STEP
REBATES IN SLAB FOR
BASE PLATES REFER TO
STRUCTURAL
DRAWINGS
86mm ACO MINI
CLASSIC U - CHANNEL
DRAIN WITH STAINLESS
STEEL HEELGUARD
GRATING TO DRAIN TO
RIVER
COL COL
COL
COL
COL
COL
COL
COL
COL
COLCOLCOLCOL
COL
HDR.2
150 645CL CL
2615
CL
CL
33952035
CL
CL
405
CL
95
95
CL
CL
160
HDR.2
BAL.2SETOUT
135
350280
CL
BAL POST
735
160 3265
50
CL OF COLUMN
405
CL OF COLUMN
EDGE OF
RAMP
EDGE OF
RAMP
150
CL
CL
1315
CL
COL
245350
HOSE COCK PENETRATION
REBATES IN SLAB FOR
BASE PLATES REFER TO
STRUCTURAL
DRAWINGS
ACO STAINLESS STEEL
FLOOR DRAIN
PENETRATION TO DRAIN
INTO RIVER
1%FALL
ABOVE THE TOP OF BEAM
BAL.2 TO FINISH 20mm
ABOVE THE TOP OF BEAM
BAL.2 TO FINISH 20mm
ABOVE THE TOP OF BEAM
BAL.2 TO FINISH 20mm
1% FALL
1%FALL
700
50 X 50 COL & BASE
PLATE. REFER A151 FOR
SETOUT OF COLUMNS
FOR SECURITY SCREEN
89 X 6 SHS SILL BEAM
FULLY WELDED TO
COLUMNS REFER 6 A141
FOR SETOUT
25 X 3 EQUAL
ANGLE @ 345 C/C
TO SUPPORT
COUNTER TOP
75MM STEP
75MMSTEP
75MMSTEP
75MM STEP
310
310
290310
CL
310 290 600 2400
75MMSTEP
1%
FALL
1%
FALL
1 2 3 4 5
A
C
B
3600 3600 3600 2300
6545350
SOFFIT 2
SOFFIT 1
GANGWAYROOF
UNDERNEATH
SET
OUT
1200
EQ EQ
EXPOSED CEILING GRID
SET
OUT
SET
OUT
EQ EQ
ALC.1
ALC.1
DRIP EDGE
ALC.1
DRIPEDGE
RA RA RA
RAKING
RAKING
CEILING HEIGHT
2800 NOM.
SET
OUT
DRIP EDGE
LIGHTING LAYOUT REFER
ELECTRICAL DRAWINGS
LINE OF EXTENT OF CEILING
TO ROOF 2
540
EXTENT OF GANGWAY
ROOF OVERLAP
EQ EQ
FOLD DOWN OF ROOF. 2
LINE OF GATE SUPPORT
22701670
OF.1
TYP.
600
TYP.
1200
DP.1
VOIDDP.1INCEILING
SPACE
1 2 3 4 5
A
C
B
3600 3600 3600 2300
6545350
1° FALL
1° FALL
EXPANSION JOINT
DP.2
300 SQ. SUMP TO
RAINWATER TANK
IN MIDDLE OF BOX
GUTTER
OF.1 FALL OF GUTTER
ALC.1
ALC.1
ALC.1
RSH.1
RSH.1
900600
1:250 FALL1:250 FALL1:250 FALL1:250 FALL
OF.1
AF
AF
AF AF
RARARARA
500
ROOF. 1
ROOF. 2
LINE OF EXTENT OF RSH.1 TO ROOF. 1
GAP
BGBG
3365300140
HPHP HPHP
500
FASCIAFASCIA
AF
1450
FAS
GU.1
BPF BPF
BPF BPF
BPF
BPF
BPF
BPF
BPF
DP.1
UPPER ROOF
LOWER ROOF
GAP GAP GAP
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
7/12/2010 4:53:24 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A101
J.BROWNE G.RAVIKUMAR
D. STRAKER*
G. RANGER*
PLANS
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
GRK JK* GR*
SMR JK* GR*
WAITING AREA
2
APPROVED ISSUE0 25.08.10
AS PER REVISION CLOUD1 15.09.10
CONSTRUCTION DOCUMENTATION AMENDMENTS2 07.12.10 0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
SCALE 1 : 50
WAITING AREA LAYOUT
SCALE 1 : 50
WAITING AREA SLAB PLAN
SCALE 1 : 50
WAITING AREA REFLECTED CEILING PLAN
SCALE 1 : 50
WAITING AREA ROOF PLAN
NOTE:
- REFER TO MARINE DRAWING M202
DETAIL 1 FOR GANGWAY SETOUT
- REFER ELECTRICAL AND
HYDRAULICS ENGINEERS DWGS
FOR SIZES OF SLAB PENETRATIONS
AND COORDINATE SETOUT ONSITE
WITH THE APPROVAL OF
SUPERINTENDENT

8. 12345
W1 W2 W3
5200
BAL.2BAL.1 BAL.1
3100
ALC.2
ALC.2
FGWFGWFGW
705 475 525 475 525 475 425
900 2300 3600 3600 3600 600
FIN.1 FIN.2
ALC.2ALC.1
2100
10002075
7902300
G1
SPITTER
SPITTER
GUTTER INSIDE
BACK LIGHTING TO
SELECT FEATURE
LASER CUT PANELS
1 2 3 4 5
BAL.2
GANGWAY
GLASS TYPE.2
GLASS TYPE.1
GLASS TYPE.2
ALC.2
4460
1165
600 3600 3600 3600 2300 900
RETURN
305
310365
CFC
ALC.2
CFC
5645OF.1
OF.1
DP.2
BAL.2 BAL.2BAL.2BAL.2BAL.2 BAL.2BAL.2
WAITING AREA
2.100 m
WAITING AREA
FACADE
7.300 m
AC B
BACK LIGHTING TO
SELECT FEATURE LASER
CUT PANELS
4150
RA
110012005251325
COL
ALC.3
CFC
W4
350 6545 155
300
FIN.1
3195
15002600
1540 1300 1335
FC BEHIND
100
4825
GLASS TYPE 2
GLASS TYPE 1
ALC.2
ALC.2
GLASS TYPE 2
WAITING AREA
2.100 m
WAITING AREA
FACADE
7.300 m
A CB
GANGWAY
BAL.2BAL.2BAL.2BAL.2 BAL.2 BAL.2
TIMETABLE
ALC.2
ALC.2
ALC.2
FIN.2
ALC.2
155 6545 350
100
300
196015001075
ALC.2
3700
600x600 SS MECHANICAL
GRILL SCREW FIXED
700
OF.1
ALC.4
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
7/12/2010 3:48:54 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A110
J.BROWNE G.RAVIKUMAR
D. STRAKER*
G. RANGER*
ELEVATIONS
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
DW JK* GR*
WAITING AREA
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 50A101
WAITING AREA ELEVATION1
SCALE 1 : 50A101
WAITING AREA ELEVATION3
SCALE 1 : 50A101
WAITING AREA ELEVATION2
SCALE 1 : 50A101
WAITING AREA ELEVATION4
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50

9. RL
GROUND FLOOR
0.000 m
A CB
4150
6545 350
1
A130
1
A131
BAL.1
PF
PU
ALC.1
CFC
260
310
135
3100
18903205
CL
CL
RETURN
TO GATE.1
4110
3690
PITCH 1°
CL
CL
4355
CL
NOM
3395
CL
WAITING AREA
2.100 m
WAITING AREA
FACADE
7.300 m
1 2 3 4 5
2300360036003600
4
A130
4
A131
VANDAL PROOF
ELECTRICAL
CUPBOARD
TIMETABLE
G1
W3 W2 W1
'GO'CARD
MACHINE
FGW FGW FGW
20751000
CFC
620
CFC
RW TANK
EQEQEQEQ600
REMOVABLE ALPOLIC PANELS
3100
ALC.1 ALC.1
WINDOW SILL
HEIGHT
WINDOW HEAD
HEIGHT
GATE TRACK
SUPPORT
RL
GROUND FLOOR
0.000 m
11 10
12345
2825
2300 3600 3600 3600
5
A130
COLCOL COL
PORTAL FRAME
HDR.2
900 600
FG
FG
ROLLER DOOR
SHUTTER
3290
3290
ALC.1
495
CL
795
CL
A CB
3506545
2
A130
2
A131
4
A141
ALC.1
CFC
310
SPRINGINGPOINTOFPORTALRAFTER
4470
ALC.4
ALC.4
W2
GLASS TYPE 2
GLASS
TYPE 2
GLASS
TYPE 1
FG
D3
D1
GLASS
TYPE 1
TOPOFCOUNTER
870
BOTTOMOFCOUNTER
820
810
MULLION
SETOUT
GLASS
TYPE 2
2100
D2
D2
ALC.4
ALC.4
ALC.4
ALC.4
WAITING AREA
2.100 m
WAITING AREA
FACADE
7.300 m
A CB
3
A130
3
A131
PURLIN
REMOVABLE
6mm CFC PANELS
ALC.1
CFC
RSH.1
SPRINGINGPOINTTOUNDERSIDEOFCLADDINGOFROOF1
4825
SPRINGINGPOINTTOUNDERSIDEOFCLADDINGOFROOF2
4150
CFC
6545 350
2450
1275 1275
GLASS TYPE.1 GLASS TYPE.1
GLASS TYPE.2
W4
CEILINGHEIGHT
2800
5200
6mm CFC PANELS
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
7/12/2010 4:54:36 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A120
B.LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
SECTIONS
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
GRK JK* GR*
SMR JK* GR*
WAITING AREA
2
APPROVED ISSUE0 25.08.10
DOOR RELOCATED1 15.09.10
CONSTRUCTION DOCUMENTATION AMENDMENTS2 07.12.10
SCALE 1 : 50A101
WAITING AREA SECTION1
SCALE 1 : 50A101
WAITING AREA SECTION5
SCALE 1 : 50A101
WAITING AREA SECTION4
SCALE 1 : 50A101
WAITING AREA SECTION2
SCALE 1 : 50A101
WAITING AREA SECTION3
NOTE:
REFER TO DRAWING A910 FOR
ALL ALPOLIC PANEL SETOUTS
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50

10. A
SLIDING GATE HEAD BEAM SUPPORT CLEATS
AS PER STRUCTURAL DRAWINGS.TRIM
CLADDING AS REQUIRED
CASSETTE FIX (AS DRIP GROOVE)
G1
A514
ALC.1 FIXING ZONE
RSH.1
INS.1
AF
FIXING BATTEN ZONE
ALC.2
ALC.1
CUSTOM MADE
COLORBOND
GUTTER TO SUIT
REMOVABLE CFC PANELS,
ACCESSED FROM INSIDE
55 200 55
CONTINUOUS
PACKER
1% FALL
310
LINEOFALPOLICANDFLANGEOFUB
55
TURN UP PAN OF
ROOF SHEET
PITCH 1°
75mm EA INTERMEDIATE TRUSS MEMBERS
(REFER TO STRUCTURAL DRAWINGS)
75
30 X 3mm EA ON
40 X 30 X 3mm
UEA TO SCREW
FIX TO RHS
30 X 3mm EA
REMOVABLE ALPOLIC PANELS
FLASHING FIXED TO
SUBFRAME FIXING ZONE
REMOVABLE CFC PANELS
80
REMOVABLE
6mm CFC PANEL
SLOTS INTO
ANGLES
GLOSS WHITE
PAINT FINISH
TO 6mm CFC
PANEL FIXED
TO EA
FRAMING
BPF
LIGHT ZONE
GATE TRACK SUPPORT
STRUCTURAL MEMBER
100
100mm X 6mm STEEL PLATE WELDED TO SHS GATE
TRACK SUPPORT TO THE INSIDE FACE . REFER
FINISHES SCHDULE FOR PAINT FINISH
A
CASSETTE FIX ZONE
FULLY WELDED CAP
TO UB COLUMN
1% FALL
METAL STUD INFILL
AS REQUIRED
CONTINUOUS
UHPE SPACER
SEALANT
RAINWATER
TANK
50x75x5.0 UEA
SEATING DETAILS,
REFER TO A518
HAIRLINE JOIN TO
CLADDING.
FIXED GLAZING
310
SIGNAGE FIXED TO
SUBFRAME,
ADDITIONAL
FRAMING AS
REQUIRED
ALC.2 ALC.1
AF
FIN.1
ALC.2
RSH.1
INS.1
TURN UP PAN OF
ROOF SHEET
SEAL
CONTINUOUS
PACKER
WINDOW SILL
WINDOW HEAD
FIXED TO METAL
STUD FRAMING
BPF
ALC.1
REMOVABLE ALC.1
PANEL
ALC.2
SILL FIXED TO STRUCTURAL
MEMBER WITH 30x 3
ALUMINIUM EA
5095
CL
A
1% FALL
FIXING BATTEN ZONE
6mm CFC SHEETING
TO STUD FRAMING
AT 450 CENTRES
RSH.1
INS.1
SIGNAGE BOX
AF
TURN UP PAN OF
ROOF SHEET
SEALANT
BPF
SUSPENDED
PBD CEILING
PACKING
METAL STUD FRAMING
5
SEALANT
SEALANT
ALC.3
REMOVABLE 6mm CFC
PANELS TO METAL STUD
FRAMING AT 450 CENTRES
WEATHER STOP BAR
AND FLASHING
AF
PURLIN
10mm FALL
LIGHTING ZONE
BEHIND ALC
2450300
RSH.1
INS.1
310
FLASHING
80 NOM
75
6mm CFC PANELS
SCREW FIXED TO 30 X 5
EQUAL ANGLE FRAME
BEHIND
BPF
ALC.1
ALC.3
BPF
ALC.2
ALC.1
795
CL
310
900
WAITING AREA
2.100 m
5
ALC.1
12mm CASSETTE FIX TO
UNDERSIDE OF RAFTERS
AT PERIMETER (AS DRIP
GROOVE)
CONTINUOUS
PACKER
AF
10mm FALL
1
A141
RSH.1
INS.1
BPF
WATER STOP
795
CL
ALC.2
DEFLECTION HEAD
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 10
7/12/2010 3:53:02 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A130
BLAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
WALL SECTIONS SHEET 1
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
DW JK* GR*
WAITING AREA
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 10A120
1 DETAIL
SCALE 1 : 10A120
2 DETAIL
SCALE 1 : 10A120
3 DETAIL
SCALE 1 : 10A120
4 DETAIL
SCALE 1 : 10A120
5 DETAIL

11. WAITING AREA
2.100 m
CB
CONTINUOUS PACKER
FLASHING
LYSAGHT LONGLINE 305
GUTTER SUPPORT
ADJUSTABLE EA 25 x 5mm
(FALL)
55 200 55
ALC.1
ALC.2
800
10% FALL
ADJUSTABLE SCREW
50
OF.1 LOCATIONS
BPF
BG
CL
CL
955
0
550550
55
WAITING AREA
2.100 m
CB
CONTINUOUS PACKER
FLASHING
LYSAGHT LONGLINE 305
GUTTER SUPPORT
ADJUSTABLE EA 25 x 5mm
(FALL)
ALC.1
DEKTITE COLLAR TO STUB
COLUMN
APPROVED SEALANT TO
AROUND ALC.2 FOR
STRUCTURAL DROPPER
LOCATIONS
60
ADJUSTABLE SCREW
10% FALL
BPF
BG
DP.2 LOCATION
CB
CONTINUOUS PACKER
FLASHING
LYSAGHT LONGLINE 305
GUTTER SUPPORT
ADJUSTABLE EA 25 x 5mm
(FALL)
ALC.2
SUMP. REFER TO A101
ROOF PLAN FOR
LOCATION
ALUMINIUM
WEATHER STOP
BAR AND FLASHING
55
ADJUSTABLE SCREW
DP.1
BPF
BG
DEFLECTION HEAD
CEILING VOID SPACE OUTSIDE
KIOSK
WAITING AREA
2.100 m
4
310 PORTAL RAFTER
DEKTITE TO
STUB COLUMN
ALC.1
LONGLINE
150 Z PURLIN
150 UB
150 Z PURLIN
LONGLINE
SEALANT
ALC.4
ALC.4 CFC
WAITING AREA
KIOSK
CEILING VOID SPACE
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 10
7/12/2010 4:56:17 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A131
B.LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
WALL SECTIONS SHEET 2
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
GRK JK* GR*
SMR JK* GR*
WAITING AREA
2
APPROVED ISSUE0 25.08.10
DRAWING CORRECTION1 15.09.10
CONSTRUCTION DOCUMENTATION AMENDMENTS2 07.12.10
SCALE 1 : 10A120
1 DETAIL SCALE 1 : 10A120
2 DETAIL
SCALE 1 : 10A120
3 DETAIL
SCALE 1 : 10A120
4 DETAIL

12. A
BAL.2
BAL.2
GATE STOPPER
2
A
BAL.2
G.1
BIN
SLAB EDGE
COL15
SECURITY SCREEN
3
ALC.2
BATTEN ZONE
G.1
SEAT
COL
5
VERT HAIRLINE
JOIN
CFC SHEETING FIXED TO
51mm STEEL STUD
STRUCTURAL
MEMBER
SLAB EDGE
CFC SHEETING SCREW
FIXED TO 76mm STEEL STUD.
ALLOW FOR FUTURE
ACCESS TO LIGHTING
CFC SHEETING FIXED TO
BRACKETS. PANEL SIZE TO ALLOW
FOR REMOVAL TO ACCESS
LIGHTING. APPLY WHITE GLOSS
PAINT FINISH TO OUTSIDE OF CFC
PANEL
ALC.2
COL COL
ALC.2
SUBFRAME FIXING ZONE &
MOISTURE BARRIER
HAIRLINE JOIN
FIXED GLAZING IN 100X50mm
ALUMINIUM SECTION
25mm POWDERCOATED
ALUMINIUM EA
MULLION
FALL
SLIDING WINDOW
RECESSED COLUMN BASEPLATE,
TRIM ALUMINIUM SECTION AS
REQUIRED
SHS COLUMN
POWDERCOATED ALUMINIUM
CAPPING FIXED TO GLAZING
SECTIONS WITH PACKING AS
REQUIRED
HDR.2
FIXED GLAZING IN 100 X
50 ALUMINIUM SECTIONHINGE
RAVEN RP77
THRSHOLD PLATE
14
A140
SHS COLUMN
45x4mm EA POWDERCOATED ALUMINIUM
FIXED TO SHS
COLUMN BASEPLATE IN WALL
COLUMN BASEPLATE, TRIM
ALUMINIUM SECTION AS REQUIRED
45x4mm EA POWDERCOATED ALUMINIUM
FIXED TO SHS
100 X 80 X 6 POWDER
COATED ALUMINIUM
UNEQUAL ANGLE. MATCH
COLOUR TO MULLION
100 X 80 X 6 POWDER
COATED ALUMINIUM
UNEQUAL ANGLE. MATCH
COLOUR TO MULLION
RAVEN RP77 THRESHOLD
PLATE TO DOOR
ENTRANCE
6
A141
ALC.2
BATTEN ZONE
G.1
SEAT TOP BATTEN
SHS SUPPORT
3mm STAINLESS
STEEL CAPPING
TO SEAT
COL
CFC SHEETING FIXED EITHERSIDE
TO 92mm STEEL STUD FRAMING
INSULATION BATS
12
A140
92mm STEEL STUD FRAMING WITH
ALC.2 TO EXTERIOR AND CFC
SHEETING TO INTERIOR
10
C
B
10
HDR.2
LCP
BAL.2
25mm SINGLE REBATED
PRESSED METAL DOOR
FRAME
PVC EDGE BEAD
40mm SOLID CORE TIMBER
DOOR WITH CLADDING
FIXED TO OUTER FACE
AND EDGES
CLADDING RETURN TO
DOOR LEAF AND FRAME
PACKING AS REQUIRED
COUNTER
SHS COLUMN
REMOVABLE
45x4mm EA FIXED
TO COLUMN.
ROLLER SHUTTER
GUIDE FIXED TO EA
A
BAL.1
BAL.2
4
100Ø PVC DOWNPIPE &
OVERFLOW. PENETRATION
THROUGH SLAB TO BE
SEALED
CFC SHEETING SCREW FIXED
TO 51mm STEEL STUD. ALLOW
FOR FUTURE ACCESS TO
PLUMBING
STAINLESS STEEL RAIN WATER
TANK AND INLET, CONNECT INTO
PVC DOWNPIPE. SEAL AROUND
PENETRATION IN CLADDING
ALC.2
SUBFRAME FIXING ZONE &
MOISTURE BARRIER
76mm STEEL STUD FRAMING
AS REQUIRED, FIXED TO
STRUCTURAL MEMBER
FIXED GLAZING IN 100X25mm
ALUMINIUM SECTION
275
15
A140
50mm STUD @
450CRS
455
FIXED GLAZING (NOM 100x25)
ALC.2
ALC.2
(REMOVABLE)
OUTSIDE
INSIDE
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 4:57:25 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A140
D.WATSON G.RAVIKUMAR
D. STRAKER*
G. RANGER*
CONSTRUCTION DETAILS SHEET 1
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
GRK JK* GR*
JB JK* GR*
WAITING AREA
2
APPROVED ISSUE0 25.08.10
AS PER REVISION CLOUD1 15.09.10
CONSTRUCTION DOCUMENTATION AMENDMENTS2 07.12.10
SCALE 1 : 10A101
11 PLAN DETAIL
SCALE 1 : 10A101
1 PLAN DETAIL
SCALE 1 : 10A101
3 PLAN DETAIL
SCALE 1 : 10A101
5 PLAN DETAIL
SCALE 1 : 10A101
6 PLAN DETAIL
SCALE 1 : 10A101
7 PLAN DETAIL
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250 mm
5
SCALE 1 : 10A101
8 PLAN DETAIL
SCALE 1 : 10A101
9 PLAN DETAIL
SCALE 1 : 10A101
2 PLAN DETAIL
SCALE 1 : 10A101
10 PLAN DETAIL
SCALE 1 : 10A101
16 PLAN DETAIL
SCALE 1 : 5A140
12 PLAN DETAIL
SCALE 1 : 5A140
14 PLAN DETAIL
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500 mm
10
SCALE 1 : 10A101
13 PLAN DETAIL
SCALE 1 : 10A101
4 PLAN DETAIL
SCALE 1 : 2A140
15 PLAN DETAIL

13. RSH.1
RSH.1
NOM
165
PORTAL
RAFTER
ALC.2
ALC.1
ALC.1
6mm CFC PANEL. V - JOINTED.
PROFILE CFC AROUND PORTAL
RAFTER AND BRACING
SCRIBE ALC.1 AROUND
PORTAL RAFTER AND
BRACING
ALC.1
FLASHING CUT TO
ROOF PROFILE
STRUCTURAL
MEMBER
BPF
ALC.2 WITH LASER CUT
OPENINGS
SUBFRAME FIXING ZONE
RHS STRUCTURAL MEMBER
REMOVABLE CFC PANELS
20x40mm ALUMINIUM RHS
DOUBLE SIDED TAPED TO
BACK OF CLADDING
LED LIGHTING STRIP
30mm EA FOR FIXING CFC TO
200 75 200 75 200
EA FIXED TO STRUCTURAL
MEMBER BELOW AND ABOVE
550
CL
80 GLOSS WHITE PAINT
FINISH TO CFC PANEL
REMOVABLE ALC.2 PANELS
FOR ACCESS TO LIGHTING
WAITING AREA
2.100 m
5
KIOSK
20x20x3.0 EA ALUMINIUM
FIXED TO FLOOR
FIXED GLAZING
MEMBRANE
SILICONE
NOMINAL POSITION
OF WATER STOP
CL
150 150
TYP PANEL
600
5050
1100
TYPPANEL
1200
LED STRIP LIGHTING (SEE
ELECTRICAL LEGEND)
PROPRIETARY FLANGES BY
LIGHT MANUFACTURER
WAITING AREA
2.100 m
4
TOPOFCOUNTER
870MAX
BOTTOMOFCOUNTER
820MIN
89 X 6 SHS SILL BEAM
FULLY WELDED TO 89 X
6 SHS ROLLER DOOR
SUPPORT COLUMNS
89 X 6 SHS ROLLER
DOOR SUPPORT
COLUMN BOLTED TO
FLOOR SLAB
TOPOFMULLION
810
550
ROLLER DOOR GUIDE
89 X 6 SHS ROLLER
DOOR SUPPORT
COLUMN BEHIND
NEWSPAPER KIOSK
FILL BASE PLATE CUTOUTS
WITH GROUT TO ALLOW
FOR FUTURE FLOOR
TILING
4MM 316 GRADE
STAINLESS STEEL GLUED
AND SCREWED TO 16mm
MARINE GRADE PLY
25 X 3 @ 345 C/C PAINT
FINISHED EQUAL ANGLE
STEEL WELDED TO 89 X 6
SHS SILL BEAM TO
SUPPORT COUNTER. USE
COUNTER SUNK SCREWS
FOR FIXING
25 X 3 PAINT FINISHED
EQUAL ANGLE STEEL
SCREW FIXED TO
MARINE PLY ON TOP &
SPAN BETWEEN THE
INTERMEDIATE EQUAL
ANGLES TO SUPPORT
FRONT FACE OF PLY
TOPOFSILLBEAM
850
GALZING
75
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 5:11:33 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A141
D.WATSON G.RAVIKUMAR
D. STRAKER*
G. RANGER*
CONSTRUCTION DETAILS SHEET 2
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
GRK JK* GR*
SMR JK* GR*
WAITING AREA
2
APPROVED ISSUE0 25.08.10
COUNTER DETAIL ADDED1 15.09.10
CONSTRUCTION DOCUMENTATION AMENDMENTS2 07.12.10
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250 mm
5
SCALE 1 : 10A120
4 ROOF OVERLAP DETAIL
SCALE 1 : 10
5 FEATURE LIGHTING DETAIL
SCALE 1 : 2A130
1 DETAIL
SCALE 1 : 20
2 TYP. LIGHTING SETOUT
SCALE 1 : 5A140
6 SECTION DETAIL

14. WAITING AREA
2.100 m
S.S 50x50mm S.H.S INNER FRAME
85020
870
3295
DP
OF
OVERFLOW PENETRATION
THROUGH SLAB TO MARINE
ENGINEERS DETAILS
S.S WATERTANK EXTERNAL PLATE
50x75x5.0 UEA. REFER
TO STRUCTURAL STEEL
SPEC FOR PAINT
FINISHES
1
A150
2
A150
S.S 50x50mm S.H.S INNER FRAME
S.S WATERTANK EXTERNAL PLATE
DP OF
50x75x5.0 UEA. FIXED TO
SLAB AT 600 CENTRES.
REFER TO STRUCTURAL
STEEL SPEC FOR PAINT
FINISHES
50x75x5.0 UEA. FIXED
TO SLAB AT 600
CENTRES. REFER TO
STRUCTURAL STEEL
SPEC FOR PAINT
FINISHES
SLAB EDGE
WAITING AREA
2.100 m
S.S 50x50mm S.H.S INNER FRAME
20
20
S.S WATERTANK EXTERNAL PLATE
50x75x5.0 UEA. REFER TO
STRUCTURAL STEEL SPEC
FOR PAINT FINISHES
CONTINUOUS
UHPE SPACER
870
350
SLAB EDGE
20
LINE OF EXTERNAL CLADDING
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 10
25/08/2010 2:06:33 PM C:Documents and SettingssmrasoMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- SITE & WAITING AREA - CENTRAL_smraso.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A150
D.WATSON G.RAVIKUMAR
D. STRAKER*
G. RANGER*
WATER TANK DETAILS
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
WAITING AREA
0
APPROVED ISSUE0 25.08.10
SCALE 1 : 10A150
WATER TANK ELEVATION1
SCALE 1 : 10
WATER TANK PLAN
SCALE 1 : 10A150
WATER TANK CROSS SECTION2
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10

15. 2
3
A151
GO CARD MACHINEPOWDER COATED
ALUMINIUM 50mm SHS
VERTICAL FRAME
POWDER COATED
ALUMINIUM
150x50mm RHS
FIXED FRAME
POWDER COATED
ALUMINIUM 50mm SHS
HORIZONTAL MEMBERS
TYPICALSLAT
SETOUT
RUBBISH BIN
ALUMINIUM
LINING
A
3
A151
GO CARD MACHINE
RUBBISH BIN RUBBISH BIN
G1 SLIDING SECURITY GATE - RETURN
FORMS PART OF BIN INCLOSURE WHEN
OPEN
G1
5
A151
50 x 50mm FIXED ALUMINUM
SLATS FRAMING ABOVE
REFER TO FRONT ELEVATION
2
A151
Sim
360 530 890 890
CL CL CL CL
CL
CL
50 x 50 SHS COL BOLTED TO FLOOR (REFER
TO STRUCTURAL STEEL SPECIFICATION
FOR FINISHES)
COLUMN
SETOUT
COLUMN
SETOUT
CL
200135
WAITING AREA
2.100 m
A
RUBBISHBIN
SLIDING SECURITY GATE
150 X 50 R.H.S
ALUMINIUM POWDER
COATED FINISH
150 X 50 R.H.S
ALUMINIUM POWDER
COATED FINISH
6
A151
SECURITY SCREEN
CONTINUOUS UHMWPE
PACKER FIXED TO SHS
COLUMN AS GATE STOP
POWDER COATED
ALUMINIUM 50x50mm
SHS FRAME
GATE RETURN UHMWPE PACKER
EA FULLY WELDED TO SHS
GATE TRACK SUPPORT
SCREW FIX TO TOP OF
SECURITY SCREEN
ALUMINIUM LINING
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:53:10 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A151
B.LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
BIN ENCLOSURE AND GO-CARD MACHINE
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
BL JK* GR*
WAITING AREA
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 03.12.10
SCALE 1 : 20A151
ELEVATION2
SCALE 1 : 20A101
PLAN1
SCALE 1 : 20A151
SECTION3
SCALE 1 : 5A151
5 DETAIL
0
SCALE 1: AT ORIGINAL SIZE
200 400 600 800 1000mm
20
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5
SCALE 1 : 5A151
6 DETAIL

16. 11
10
HDR.2
HDR.2
LCP
2600
CL
250
ADF
2
A210
4
A240
200
CLEAR
2200200
COL
EQ
EQ
LOCKABLE ACCESS HATCH
EQEQ
LOCKABLE ACCESS HATCH
CL
1000
CL
1000
LCP
CLCLCL
2300 2300 23002300230023002300230023002300
CL CL CL CL CL CL CL
1
A210
3
A210
HINGE PLATE
(FIXED)
HINGE PLATE
23150
COL
& LCP
& LCP
CL
75
CL
75
PONTOONWAITING
AREA
LCP FIXING
TYP
2300
ALIGNWITHCOL
ALIGNWITHCOL
8
A240
7
A240
11
10
7° PITCH ROOF
2600
SPSP SP
CBP
CBP
CBF
NOMINAL POSITION FOR STATIC LINE FALL ARREST SYSTEM
24600
EQ EQ
RSH.2
RSH.2
RSH.2
450
LADDER
RESTRAINT
POINTS
BPF
BPF
NOTE:
BPF SHOWN DASHED
FOR CLARITY
11
10
CL CL
23000
2600
RA RA RA RA RA RA RA RA RA RA RA
EXPOSED PURLINS
24600
CL
800
CL
800
WAITING
AREA
PONTOON
CONDUIT TRAY CONDUIT TRAY CONDUIT TRAY CONDUIT TRAY CONDUIT TRAY
PROVIDE ALUMINIUM COVER
PLATE FOR CONDUIT TRAY END
PROVIDE ALUMINIUM COVER
PLATE FOR CONDUIT TRAY END
LIGHT FIXTURE
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
7/12/2010 3:30:24 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- GANGWAY - LINK - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A201
D.WATSON G.RAVIKUMAR
D. STRAKER*
G. RANGER*
PLANS
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
DW JK* GR*
GANGWAY
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 50
GANGWAY FLOOR PLAN1
SCALE 1 : 50
GANGWAY ROOF PLAN2
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
SCALE 1 : 50
GANGWAY RCP3
REFER ALSO TO STRUCTURAL DRAWINGS
41-22853-M300-M302

17. 2
A210
LCP
LCP
LCP
LCP
LCP
LCP
LCP
LCP
LCP
COL
COL
COL
COL
COL
COL
COL
COL
COL
COL
COL
SL
PONTOON FFL
LCP -1
-2
-3
-4
-5
-6
-7
-8
-9
-10
SL
SL
SL
SL
SL
SL
SL
SL
24600
CL
800
CL800
SL
SL
6
A240
CABLE TRAY
19890
CL
1490
CL
810
CL
NOTE:
ELECTRICAL CONDUITS FOR LIGHTING.
ETC. TO RISE INSIDE COLUMNS TO
CONDUIT TRAY FROM CABLE TRAY
NOTE:
ELECTRICAL CONDUITS FOR LIGHTING.
ETC. TO RISE INSIDE COLUMNS TO
CONDUIT TRAY FROM CABLE TRAY
ALUMINIUM PANEL
1110
2600
STAINLESS STEEL 316 GRADE LASER
CUT PANELS
STAINLESS STEEL 316 GRADE
ACCESSIBLE HANDRAIL WITH KICK
RAIL TO COMPLY WITH AS1428
COMCORK AQUADECK 3mm
FLOORING 'DENIM WE1030' - 'R12' SLIP
RESISTANCE
2
A240
1
A240
CLEAR
2200
3
A240
CL
CL
CL
1070
380 CL
CL
380
CL
OVERHANG
505
NOMINAL POSITION FOR STATIC
LINE FALL ARREST SYSTEM
KINGSPAN INSULATED TRAPEZOIDAL
ROOF PANEL SYSTEM (KS-1000-RW),
95mm OVERALL THICKNESS OR
EQUAL
SOLAR PANEL
250 CL255
CABLE TRAY
CL
300
CL
REFERMARINEDWGM300
SPRINGINGPOINTOFRAFTER
STAINLESS STEEL 316 GRADE LASER
CUT PANELS
FALLFALL
2
A210
COL
COL
COL
COL
COL
COL
COL
COL
COL
COL
COL
HDR.2
GANGWAY ROLLING JOINT
GANGWAY PIN JOINT
PONTOON FFL
CB
D E
5
A240
LCP-1
LCP-2
LCP-3
LCP-4
LCP-5
LCP-6
LCP-7
LCP-8
LCP-9
LCP-10
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:30:34 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- GANGWAY - LINK - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A210
D.WATSON G.RAVIKUMAR
D. STRAKER*
G. RANGER*
SECTIONS & ELEVATIONS
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
DW JK* GR*
GANGWAY
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 50
GANGWAY ELEVATION1
SCALE 1 : 20A201
GANGWAY CROSS SECTION2
SCALE 1 : 50
GANGWAY SECTION3
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250 mm
5
0
SCALE 1: AT ORIGINAL SIZE
200 400 600 800 1000mm
20
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
A201
A201

18. 10mm DRIP EDGE
KINGSPAN INSULATED TRAPEZOIDAL
ROOF PANEL SYSTEM (KS-1000-RW),
95mm OVERALL THICKNESS OR
EQUAL
COLORBOND BARGE CAPPING
CONTINUOUS FOAM FILLER
NOTE: REFER APPROVED CURRENT
MANUFACTURERS SPECIFICATION
FOR BARGE END DETAILS
CONDUIT TRAY
STRUCTURAL COLUMN
ALUMINIUM EQUAL ANGLE
ALUMINIUM PLATE
ALUMINIUM EQUAL ANGLE
PERFORATED MESH
ALUMINIUM LIGHT CASING END CAP
ALUMINIUM LIGHT CASING
11
LASER CUT COLORBOND STEEL
CAPPING TO ROOF PROFILE
COLORBOND CAPPING
'Z' FASCIA
KINGSPAN INSULATED TRAPEZOIDAL
ROOF PANEL SYSTEM (KS-1000-RW),
95mm OVERALL THICKNESS OR
EQUAL
75
CL
300
NOTE: REFER APPROVED CURRENT
MANUFACTURERS SPECIFICATION
FOR GUTTER END DETAILS
3mm MIN THICKNESS ULTRA HIGH
MOLECULAR WEIGHT POLYETHELYNE
SEPARATION FOR DISSIMILAR
METALS
STAINLESS STEEL 316 GRADE LASER
CUT PANELS
WELDED CAPTIVE NUT
75mm ALUMINIUM EQUAL ANGLE
SUPPORTS FULLY WELDED TO
TOP CHORD OF TRUSS AT MAX
900mm CENTERS (SIMILAR
FIXING TO BOTTOM CHORD)
CL
235 100 75
CL
10
STAINLESS STEEL 316 GRADE LASER
CUT PANELS
UHMWPE SPACER BETWEEN SS
LASER CUT PANEL AND ALUMINIUM
NOM.
10
FALL SURFACE TO ALLOW
WATER TO RUN OFF
75mm ALUMINIUM EQUAL
ANGLE FRAME FOR FIXING
OF LASER CUT PANEL
TOP MEMBER OF
GANGWAY TRUSS
75mm ALUMINIUM EQUAL ANGLE
SUPPORTS FULLY WELDED TO TOP
CHORD OF TRUSS AT MAX 900mm
CENTERS (SIMILAR FIXING TO
BOTTOM CHORD)
ALUMINIUM CLEAT
WELDED TO GANGWAY
TOP CHORD @ 2300 CRS
ALUMINIUM CLEAT WELDED
TO GANGWAY BOTTOM
CHORD @ 2300 CRS
ALUMINIUM CLEAT
WELDED TO GANGWAY
TOP CHORD @ 2300 CRS
ALUMINIUM CLEAT WELDED
TO GANGWAY BOTTOM
CHORD @ 2300 CRS
CLCLCL
EQ EQ EQ EQ
75mm ALUMINIUM EQUAL ANGLE
FRAME
BOTTOM MEMBER OF
GANGWAY TRUSS
2300
CL CL
400
300
CUT OUT ONLY REQUIRED
FOR WAITING AREA END
PANEL
1405
55
UHMWPE SPACER BETWEEN SS
LASER CUT PANEL AND ALUMINIUM
GANGWAY TRUSS TOP CHORD
STAINLESS STEEL 316 GRADE
ACCESSIBLE HANDRAIL WITH KICK
RAIL TO COMPLY WITH AS1428
23510075
155
4mm THICK STAINLESS STEEL 316 GRADE
GANGWAY LASER CUT PANEL
10
75x5.0 EQUAL ANGLE
75mm ALUMINIUM EQUAL ANGLE SUPPORTS
FULLY WELDED TO TOP CHORD OF TRUSS AT MAX
900mm CENTERS (SIMILAR FIXING TO BOTTOM
CHORD)
CL
20
4mm THICK STAINLESS STEEL 316 GRADE
GANGWAY LASER CUT PANEL
UHMWPE SPACER BETWEEN SS
LASER CUT PANEL AND
ALUMINIUM
20
LIGHT FITTING SCREWED
TO ALUMINIUM PLATE
GANGWAY RAFTER
ALUMINIUM CASING
ALUMINIUM
CASING
PROPRIETARY
ALUMINIUM TRIM
BETWEEN LIGHT FITTING
& ALUMINIUM CHANNEL
110
10
LIGHT
110
10
LIGHT
CONDUIT TRAY
130 130
5050
LIGHTING CASING
FIXED TO PURLIN LIGHTING CASING
FIXED TO PURLIN
11
NOM.
10
GANGWAY
VERTICAL
MEMBER
HDR.2
GANGWAY SIDE
STAINLESS STEEL 316 GRADE LASER
CUT PANELS
STAINLESS STEEL 316 GRADE LASER
CUT PANELS
75x75 EA FRAME
WAITING AREA
RIVER SIDE
GANGWAY
VERTICAL
MEMBER
RIVER SIDE
GANGWAY SIDE
STAINLESS STEEL 316 GRADE LASER
CUT PANELS
STAINLESS STEEL 316 GRADE LASER
CUT PANELS
HDR.2
PONTOON
75x75 EA FRAME
CL
NOM.
10
NOM.
10
BALLUSTRADE PANEL
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
8/12/2010 11:41:40 AM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- GANGWAY - LINK - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A240
D.WATSON G.RAVIKUMAR
D. STRAKER*
G. RANGER*
CONSTRUCTION DETAILS SHEET 1
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
DW JK* GR*
GANGWAY
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
SCALE 1 : 5A210
1 GANGWAY ROOF BARGE DETAIL
SCALE 1 : 5A210
2 GANGWAY ROOF CAPPING DETAIL
SCALE 1 : 5A210
3 GANGWAY LCP MOUNTING DETAIL
SCALE 1 : 10A210
6 GANGWAY LCP ELEVATION DETAIL
SCALE 1 : 5A201
4 GANGWAY LCP JOINING DETAIL
SCALE 1 : 5A210
5 GANGWAY LIGHT MOUNTING DETAIL
SCALE 1 : 5A201
7 GANGWAY LCP JOINING DETAIL
SCALE 1 : 5A201
8 GANGWAY LCP JOINING DETAIL

19. 6
7
8
9
D FE
10005290888052901000
5000
2
A320
1
A320
3
A320
4
A320
BOARDING RAMP
FENDERS REFER TO MARINE
ENGINEERS DRAWINGS
MAINTENANCE HATCH REFER TO
MARINE ENGINEERS DRAWINGS
ADF
PONTOON
0.9m
FREEBOARD
MAINTENANCE HATCH REFER TO
MARINE ENGINEERS DRAWINGS
STAINLESS STEEL
LADDER
STAINLESS STEEL
LADDER
800mm DIA PONTOON
RESTRAINT PILES TO
MARINE ENGINEERS
DRAWINGS
SLIDINGGATESLIDINGGATE
CENTERLINE OF PONTOON
TGSI-A
HINGEDS.S.COVERPLATE
UTILITIES PANEL
SLIDING GATE
G4
SLIDING GATE
CLCLCLCLCLCL
12501250125012501250
CL CL CL
38012501250
CLCL
12501250 CLCL
1250 380
CLCLCLCLCLCLCLCLCL
38010201250
BALSETOUT
125012501250
BALSETOUT
125012501020380
13201320
CL CL
3801250
CLCL
12501250
CLCLCLCLCLCLCLCL
1250125012501250125012501050
250
CLCLCL
10501250
HDR.1
BAL.4
HDR.1&BAL.4
BAL.4
HDR.1
BAL.4&HDR.1
BAL.4
HDR.1
400 4600
PONTOON ROOF OVER
CLCL
375455375
CLCL
375455375
CL CL CL CL
375125012501250
7
A515
8
A515
6
A515
STEP
11
10
NOMINATED POINT FOR
ACCESS FROM
PONTOON TO GANGWAY
& PONTOON ROOF FALL
ARREST SYSTEM
NOMINATED POINT FOR
ACCESS FROM
PONTOON TO GANGWAY
ROOF FALL ARREST
SYSTEM
A515
G3
A515
G2
A515
G5
A515
G6
A515
115
CL
355
CL
270
REFER MARINE DWG
M400/DETAIL 1 FOR
GANGWAY SETOUT
CL
270
CL
1605
1670
CL
1630
D FE
2
A320
1
A320
3
A320
4
A320
3°PITCH3°PITCH3°PITCH
CENTERLINE OF PONTOON
RSH.1
RSH.1
RSH.1
RSH.1
400 4600
PILESTOMARINEENGINEERSDETAILS
STATICLINEFALLARRESTSYSTEM
SUMP
300
SUMP
400
SUMP
400
SUMP
300
SUMP
400
SUMP
300
DP.2
OF.1
DP.2
OF.1
DP.2
OF.1
DP.2
150
150
SUMP
150
150
SUMP
SPITTER
760
FALL ARREST
1705
LADDER
RESTRAINT
POINTS
BPF
BPF
BPF
BPF
BPF
NOTE:
BPF SHOWN DASHED
FOR CLARITY
FALLFALLFALL
RSH.1
GU.2
D FE
CENTERLINE OF PONTOON
400 4600
RAFTER
RAFTER
RAFTER
RAFTER
NOTE:
REFER ELECTRICAL
DRAWING FOR
LIGHTING LAYOUT
DRIP EDGE
275
FOLD DOWN FROM
ROOF
DRIP EDGE
SOFFIT
ALC.1
DP.2
OF.1
DP.2
OF.1
DP.2
OF.1
DP.2
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
7/12/2010 3:43:04 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- PONTOON - LINK - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A301
B.LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
PLANS
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
SMR JK* GR*
PONTOON
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 50
PONTOON LEVEL
SCALE 1 : 50
ROOF PLAN
SCALE 1 : 50
CEILING PLAN
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50

20. TOP OF
PONTOON
DF E
4
A320
4600 400
800mm
DIA PILE
PCP
STAINLESS
STEEL
LADDER
FENDER TO MARINE
ENGINEERS DETAILS
BOARDING RAMP
PITCH 3°
3500
COL
G3
SLIDING GATE
BAL.4
CH
CH
CHALC.2
6789
2
A320
1
A320
3
A320
STAINLESS
STEEL
LADDER
CROSS BRACING CROSS BRACING
G2
RECESS FOR GANGWAY ROLLING JOINT
RSH.1 RSH.1 RSH.1
529088805290
BAL.4 BAL.4
EQEQEQEQEQEQ
CH
CH CH CH
CF
CF
CH
CF
2655
800mm DIA. PILE
OMITTED FOR
CLARITY
800mm DIA. PILE
OMITTED FOR
CLARITY
800mm DIA. PILE
OMITTED FOR
CLARITY
800mm DIA. PILE
OMITTED FOR
CLARITY
OF.1 DP.2 DP.2
OF.1 DP.2
OF.1 DP.2
DP.2
ALC.2 ALC.2 ALC.2
NOTE:
PILE HIDDEN FOR CLARITY
100
100
100
100
100
6 7 8 9
2
A320
1
A320
3
A320
COL COL
COL COL
STAINLESS
STEEL
LADDER
STAINLESS
STEEL
LADDER
BOARDING RAMP BOARDING RAMP
FENDER TO MARINE ENGINEERS DETAILS FENDER TO MARINE ENGINEERS DETAILS
SOF.1
SOF.1
5290 8880 5290
CLEARHEIGHT
2900
BAL.4
EQ EQEQEQEQ EQ
CH
CF CH
CF
CH CH
CH
CF
CF
CF
9890
ALC.2ALC.2
4205
1045
TOP OF
PONTOON
D FE
4
A320
800mm
DIA PILE
PCP
400 4600
STAINLESS
STEEL
LADDER
FENDER TO MARINE
ENGINEERS DETAILS
BOARDING RAMP
PITCH3°
COL
G6
SLIDING GATE
ILLUMINATED "HAMILTON"
SIGNAGE
BAL.4
CH
CH
CH
ALC.2
ALPOLIC JOINT LEGEND
CC - CLADDING - FIXED CASSETTE SYSTEM
CS - CLADDING - CASSETTE TO STEEL COLUMN
CH - CLADDING - HAIR LINE
CF - CLADDING - FLAT STICK METHOD
CEJ - CLADDING - EXPRESSED JOINT
SEE A910 FOR JOINT DETAILS
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
7/12/2010 3:43:26 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- PONTOON - LINK - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A310
B.LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
ELEVATIONS
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
SMR JK* GR*
PONTOON
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 50
PONTOON ELEVATION2
SCALE 1 : 50
PONTOON ELEVATION1
SCALE 1 : 50
PONTOON ELEVATION3
SCALE 1 : 50
PONTOON ELEVATION4
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50

21. D FE
4
A320
1
A330
2
A330
PONTOON STRUCTURE TO MARINE ENGINEERS DETAILS
FENDER TO MARINE
ENGINEERS
DRAWINGS
400 4600
800mm
DIA PILE
PCP
COL
CLEAR WIDTH
2075
0.9m FREEBOARD
HDR.1 HDR.1
RSH.1
UB
SOF.1
RA
UB
BAL.4
BAL.4
D FE
4
A320
4
A330
PONTOON STRUCTURE TO MARINE ENGINEERS DETAILS
FENDER TO MARINE
ENGINEERS
DRAWINGS
400 4600
COL
0.9m FREEBOARD
HDR.1 HDR.1
RSH.1
SOF.1
RA
BAL.4 BAL.4
TOP OF
PONTOON
D FE
4
A320
PONTOON STRUCTURE TO MARINE ENGINEERS DETAILS
FENDER TO MARINE
ENGINEERS
DRAWINGS
400 4600
800mm
DIA PILE
PCP
COL
0.9m FREEBOARD
HDR.1 HDR.1
CLEAR WIDTH
2075
BOARDING RAMP
RSH.1
SOF.1
RA
UB
BAL.4
BAL.4
TOP OF
PONTOON
6 7 8 9
2
A320
1
A320
3
A320
3
A330
PONTOON STRUCTURE TO MARINE ENGINEERS DETAILS
G2
5290 8880 5290
COL COL
COL COL
HDR.1 HDR.1 STAINLESS STEEL LADDER
TO MARINE ENGINEERS
DETAILS
ROOF STRUCTURE TO
STRUCTURAL ENGINEERS
DRAWINGS
CROSS BRACINGCROSS BRACING
1110
BAL.4 BAL.4
ALC.1
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
7/12/2010 3:43:48 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- PONTOON - LINK - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A320
B.LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
SECTIONS
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
SMR JK* GR*
PONTOON
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 50A301
SECTION1
SCALE 1 : 50A301
SECTION2
SCALE 1 : 50A301
SECTION3
SCALE 1 : 50A301
SECTION4
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50

22. D E
PONTOON SUB STRUCTURE TO
MARINE ENGINEERS DETAILS
CONTINUOUS
PACKER
FLASHING
ALC.2
LYSAGHT LONGLINE 305
CROSSBRACING ZONE
GUTTER SUPPORT
EA 25 x 5mm
HDR.1
BAL.4
ALC.1
BPF
D E
HDR.1
CONTINUOUS PACKER
FLASHING
BOX GUTTER SUMP
BEYOND RAFTER
ALC.2
LYSAGHT LONGLINE 305
CROSSBRACING ZONE
COL
GUTTER SUPPORT
ADJUSTABLE EA 25 x 5mm
(FALL)
PONTOON SUB STRUCTURE TO
MARINE ENGINEERS DETAILS
SUPPORT TO STAINLESS
STEEL OUTLET AND
OVERFLOW BEYOND &
DOWNPIPE
BAL.4
50
6
A330
BRACING
3510 FROM
TOP OF
PONTOON FFL
BPF
F
65 150 65
65
850450
280
100
15 160COLORBOND
FLASHING
FLEXIBLE LAP OVER
FLASHING, DASHED
LINE
CONTINUOUS PACKER
20mm NOMINAL
LYSAGHT LONGLINE
305
CONTINUOUS
PACKER
96mm TOP HAT
12mm CASSETTE
FIX
12mm
ALC.1
PONTOON SUB
STRUCTURE TO
MARINE ENGINEERS
DETAILS
BAL.4
INFILL FRAMING BY
BUILDER
BPF
6
RAFTER (REFER
STRUCTURAL
ENGINEERS
DRAWINGS)
GREEN INSULATION
REFLECTA-GUARD
LYSAGHT LONGLINE 305
CONTINUOUS PACKER
COLORBOND FLASHING
12mm CASSETTE FIX
TO UNDERSIDE OF
RAFTERS AT
PERIMETER (AS
DRIP GROOVE)
END PURLIN
96mm TOPHAT
ALC.2
CONTINUOUS
PACKER
CONTINUOUS
PACKER
ALC.1
FLEXIBLE LAP OVER
FLASHING, DASHED LINE
* APPLIES AT JUNCTION
RAFTER/PARAPET
CONTINUOUS FOAM
FILLER
BPF
CONTINUOUS PACKER
SUMP
130130
FLASHING OVER RAFTER
LINE OF GUTTER LINING
BEHIND FLASHINGRAFTER
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 10
7/12/2010 3:53:50 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- PONTOON - LINK - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A330
B.LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
WALL SECTIONS
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
SMR JK* GR*
PONTOON
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 10A320
4 PONTOON DETAIL SECTION
SCALE 1 : 10A320
1 PONTOON DETAIL SECTION
SCALE 1 : 10A320
2 PONTOON DETAIL SECTION
SCALE 1 : 10A320
3 PONTOON DETAIL SECTION
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500 mm
10
SCALE 1 : 10A330
SECTION6

23. WAITING AREA
2.100 m
1250 1250 1250 1250 1250 1250 1250 1250 1250 1250
75x12mm SS FLAT
HANDRAIL SUPPORTS
WITH ROUNDED CORNERS
570
SPLITFACED BLOCKWORKAGI PIPE
1100
STONE CAPPING
1 2 3 4 5
A
5
A401
2
A401
TGSI-A
TGSI-A
AGG
AGG
AGG
3
A401
PLANTER
300
TOTGSI-A
300
12251250125012501250680
1250
1250125012501225
A401 4
FLUSH ACROSS
THRESHOLD
REGRADE AS REQUIRED TO ACHIEVE
FLUSH LEVEL AT THRESHOLD. REGRADE
GREATER THAN 1:20
FFL 2.8
FFL 2.4
FFL 2.4
FALLFALL
FALLFALL
TGSI-A
SURFACE DRAIN
OUTLET TO RIVER
FALL
FFL 2.1
86mm ACO MINI CLASSIC U - CHANNEL DRAIN WITH STAINLESS
STEEL HEELGUARD GRATING TO DRAIN TO RIVER
U/G AGI PIPE TO
DRAIN TO RIVER
AGI PIPE
-
700 700
600
600
3225
860
1385 1675
EXISTING PARK LEVEL =
RL 2.8 COS
NOTE:
DETERMINE LEVEL
OF FLOOR ON SITE
T.O.W. RL 3.0
T.O.W. RL 3.05
T.O.W. RL 3.54
T.O.W. RL 3.94
T.O.W. RL 3.94
T.O.W. RL 3.00
SPOON
DRAIN
3815
9990
FALL (MAX 1:40)
HDR.2
BAL.1
T.O.W. RL 3.05
AGI PIPE
6
A401
Sim
860
3425
LINE OF EXISTING PATHWAY
WAITING AREA
2.100 m
A
HDR.2
BAL.1
HDR.2
1250 1250 1250 1250 1225
75x12mm SS FLATS @ 1250mm C/L
WITH ROUNDED CORNERS
EXISTING PATHWAY
CL CL CL CL CL CL CL
PLANTER
1100
900
86mm ACO MINI CLASSIC U -
CHANNEL DRAIN WITH STAINLESS
STEEL HEELGUARD GRATING TO
DRAIN TO RIVER
WAITING AREA
2.100 m
STONE CAPPING
STONE CAPPING
HDR.2
SPLITFACED BLOCKWORK
75x12mm SS FLATS HANDRAIL
SUPPORT WITH ROUNDED
CORNERS
HDR.2
CLEAR
2010
1% FALL
900
1200
MAKE GOOD EXISTING ROCK
REVETMENT ALONG JUNCTION TO
RETAINING WALL
40
50
50
50
60
SPLITFACED BLOCKWORKSPLITFACED BLOCKWORK
NOTE:
REFER TO LANDSCAPE DWGS FOR
DRAINAGE & PLANTING
NATURAL CONCRETE FINISH
REFER TO LANDSCAPE
ARCHITECTS DETAILS
FOR DRAINAGE
PLANTING
STONE
CAPPING
REFER TO MARINE ENGINEERS
DETAILS FOR SLAB DETAILS
7
A401
VERSICELL
GEOTEXTILE FABRIC
AGI PIPE, REFER TO
L010 FO DETAILS
WATERPROOFING MEMBRANE
SS BUTTONS @ 1000mm C/L
VARIES
REINSTATE EXISTING
PAVED AREA
190 460 190 2335 190
200
WAITING AREA
2.100 m
1 2
BAL.1 BAL.1
HDR.2 HDR.2
77
2200
SPLITFACED BLOCKWORK
WALKWAY FLOOR BEHIND
1200
1200
1200
MAKE GOOD EXISTING ROCK
REVETMENT TO ACHIEVE NEW
FINISHED LINE
MAKE GOOD EXISTING ROCK
REVETMENT TO ACHIEVE NEW
FINISHED LINE
WAITING AREA
2.100 m
HDR.2
75x12mm SS FLATS HANDRAIL
SUPPORTS WITH ROUNDED
SUPPORTS
BAL.1 HDR.2
1100
EXISTING PATHWAY
PILE
MAKE GOOD EXISTING ROCK REVETMENT
ALONG JUNCTION TO RETAINING WALL
1400
ELEVATION OF WALKWAY BEHIND
SPLITFACED BLOCKWORK
200
STONE CAPPING
120H x 100L x 20D SS
HANDRAIL FIXING PLATE
120H x 100L x 20D SS
KICKRAIL FIXING PLATE
CL
50mm DIAMETER SS
STEEL HANDRAIL WELDED TO
HANDRAIL SUPPORTS AS PER
DETAIL 9 ON A510
SPLITFACED BLOCKWORK
SPLITFACED BLOCKWORK
CL
50mm DIAMETER SS
STEEL KICKRAIL WELDED TO
KICKRAIL FIXING SUPPORTS
100W X 25D SPOON
DRAIN IN CONCRETE
85
85
75
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:53:12 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A401
D.WATSON G.RAVIKUMAR
D. STRAKER*
G. RANGER*
RAMP PLAN, ELEVATION & SECTION DETAIL
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
DW JK* GR*
RAMPS
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 50A401
SECTION2
SCALE 1 : 100A110
RAMP PLAN1
SCALE 1 : 50A401
SECTION5
SCALE 1 : 20A401
CROSS SECTION6
SCALE 1 : 50A401
ELEVATION3
SCALE 1 : 50A401
ELEVATION4
0
SCALE 1: AT ORIGINAL SIZE
1000 2000 3000 4000 5000mm
100
0
SCALE 1: AT ORIGINAL SIZE
200 400 600 800 1000mm
20
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
SCALE 1 : 5A401
7 RAMP HANDRAIL DETAILS
NOTE:
1. MAX 1:40 CROSS FALL TO ALL WALKWAYS
AND RAMPS

24. 75x4.5mm SS TOP PLATE
75x4.5mm GALVANISED BOTTOM PLATE
75x4.5mm SS FLAT UPRIGHTS AT 125mm
CENTRES
BALUSTRADE SUPPORT BOLTED
TO SLAB EDGE
50mm DIAMETER SS HANDRAIL WELDED
TO BALUSTRADE SUPPORTS
1400
100x50mm SS RHS
BALUSTRADE SUPPORT
40
75 CL
1000
75
100
100
HDR.2
HDR.2
ALLOW 10mm FITTING TOLERANCE
PROVIDE UHMWPE PACKERS
BETWEEN
BALUSTRADE & SUPPORT POST
REFER TO STRUCTURAL ENGINEERS
DETAILS FOR BALUSTRADE POST&
CONNECTION DETAILS
HDR.2 BEHIND
75x4.5 S/STEEL FLAT
UPRIGHTS @ 125mm
C/C Max.
RL
WAITING AREA
FFL
2100
1000
1100
1400
POST
50 50
POST
50
POST
50 50
POST
50
1250
EQ EQ EQ EQ EQ EQ EQ EQ EQ
CL CL
SLAB EDGE
BALUSTRADE POST AT
1250MM C/C. REFER TO
ENGINEERS DETAILS
ALLOW 10mm FITTING TOLLERANCE
PROVIDE UHMWPE PACKERS BETWEEN
BAULSTRANE & SUPPORT POST
HDR.2
RIVERSIDE
WAITING AREA SIDE
STAINLESS STEEL 316 GRADE HAND
RAIL
1400mm HIGH STAINLESS STEEL
BALUSTRADE TO RAMP1 & WAITING
AREA
75
100
50 50 50
REFER STRUCTURAL DWGS S300
FOR FIXING DETAILS
ALLOW 10mm FITTING TOLLERANCE
PROVIDE UHPE PACKERS BETWEEN
BAULSTRADE & SUPPORT POST
REFER TO STRUCTURAL ENGINEERS
DETAILS FOR BALUSTRADE POST&
CONNECTION DETAILS
REFER STRUCTURAL DWGS S300
FOR FIXING DETAILS
EQEQ
HDR.2
PROPREITARY S/STEEL
GLASS CLAMPS TO FIT
ALLOW 10mm FITTING TOLLERANCE
PROVIDE UHPE PACKERS BETWEEN
BAULSTRADE & SUPPORT POST
REFER TO STRUCTURAL ENGINEERS
DETAILS FOR BALUSTRADE POST&
CONNECTION DETAILS
13.52mm HEAT STRENGTHENED
LAMINATE GLASS
75
CL
HDR.2
CL CL1250 MAX
1100 MAX
HDR.1 BEHIND
PROPREITARY S/STEEL
GLASS CLAMPS TO FIT.
SLAB EDGE
REFER TO STRUCTURAL ENGINEERS
DETAILS FOR BALUSTRADE POST&
CONNECTION DETAILS
13.52mm HEAT STRENGTHENED
LAMINATE GLASS
FBF 2000 GLASS CLAMPS
OR EQUIVALENT
1400
1100
1000
70EQEQ80
50mm DIAMETER SS
STEEL HANDRAIL WELDED TO
BALUSTRADE SUPPORTS
CL
900
75
TYPICAL BRACKET DETAIL TO CONFORM
TO AS1428.1 2009
50mm DIAMETER SS
STEEL HANDRAIL WELDED TO
BALUSTRADE SUPPORTS
CL
50mm DIAMETER SS
STEEL KICKRAIL WELDED TO
BALUSTRADE SUPPORTS
CL
TYPICAL BRACKET DETAIL TO CONFORM
TO AS1428.1 2009
75
900TYP.
75
75
9
A510
90°
135°
15
20 20
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:53:13 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A510
B. LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
BALUSTRADE DETAILS SHEET 1
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
SMR JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
SCALE 1 : 10
BAL.1 SECTION
SCALE 1 : 10
BAL.1 ELEVATION
SCALE 1 : 5
BAL.1 PLAN DETAIL1
SCALE 1 : 5
BAL.2 PLAN DETAIL
SCALE 1 : 10
BAL.2 SECTION DETAIL
SCALE 1 : 10
BAL.2 ELEVATION DETAIL
SCALE 1 : 5
HDR.1 DETAIL6
SCALE 1 : 5
HDR.2 DETAIL8
SCALE 1 : 2A510
9 TYP. HDR SETOUT

25. 75x4.5mm SS TOP PLATE
75x4.5mm SS FLAT UPRIGHTS AT 125mm
MAX. CENTRES
BALUSTRADE SUPPORTS BOLT FIXED TO
PONTOON FLOOR STRUCTURE
75x4.5mm SS BOTTOM
PLATE
75
100x50mm SS RHS
BALUSTRADE SUPORT BEHIND
CL
1000
1100
75
100
HDR.1
75
HANDRAIL SUPPORT LUG WELDED TO POST
ALLOW 10mm FITTING TOLLERANCE
PROVIDE UHMWPE PACKERS
BETWEEN
BAULSTRADE & SUPPORT POST
75x4.5 SS FLAT
UPRIGHTS @ 125mm
C/C Max.
REFER TO STRUCTURAL ENGINEERS
DETAILS FOR BALUSTRADE POST&
CONNECTION DETAILS
FFL
HDR.1
50
POST
1000
BALUSTRADEPANEL
1100
1250
CL CL
POST
50 50
POST
50
EQ EQ EQ EQ EQ EQ EQ EQ EQ
POST
50 50
POST
50
HDR.1
PONTOON SIDERIVERSIDE
PAIR OF BALUSTRADE
POSTS AT 1250MM
CENTRES
ALLOW 10mm FITTING TOLLERANCE
PROVIDE UHMWPE PACKERS
BETWEEN
BAULSTRANE & SUPPORT POST
1100mm HIGH STAINLESS STEEL
BALUSTRADE TO PONTOON
STAINLESS STEEL 316 GRADE HAND
RAIL
POST
5050
POST
50
75
100
150
REFER STRUCTURAL DWG S300
FOR FIXING DETAILS
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:53:14 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A512
B. LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
BALUSTRADE DETAILS SHEET 2
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
BL JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
SCALE 1 : 10
BAL.4 SECTION
SCALE 1 : 10
BAL.4 ELEVATION
SCALE 1 : 5
BAL.4 PLAN

26. 123
SLIDE
3600 3600 600
SLIDING GATE TRACK
GATE STOP
4130
150 x 50mm R.H.S. FRAME -
POWDER COATED. ALUMINIUM
25 x 6mm EA PLATE - POWDER
COATED (GREY). ALUMINIUM
50 x 12mm PLATE - POWDER
COATED. ALUMINIUM
PROVIDE RECESSED DROP
BOLTS LOCKABLE FROM BOTH
SIDES
150 1150 150 1225 150 1150 150153100
PROVIDE RECESSED DROP
BOLTS LOCKABLE FROM BOTH
SIDES
WAITING AREA
2.100 m
A
COLUMN (REFER
STRUCTURAL
DRAWINGS)
150 x 50mm R.H.S. FRAME -
POWDER COATED.
ALUMINIUM.
25 x 6mm EA PLATE -
POWDER COATED (GREY)
ALUMINIUM
1003000
DRAIN AS PER A101
DETAILS
100mm TO CLEAR
ROLLER GUIDES
A
A514
1
A5142
3
A514
GATE STOP
GUIDE
GUIDEGUIDE
250
250
E.A. GATE
STOP
GATE IN CLOSED
POSITION
METAL RING INSERT TO
FLOOR FOR LOCKING
MECHANISM
2770
GUIDE
DRAIN AS PER A101
DETAILS
965
A
5
A514
5
Sim
A514
A
606035150
TOP HUNG SLIDING
GATE TRACK
FACE OF COLUMN
150 x 50mm R.H.S. FRAME -
POWDER COATED.
ALUMINIUM
25 x 6mm EA PLATE - POWDER
COATED (GREY). ALUMINIUM.
WELDED ON UNDERSIDE.
45°
40
WAITING AREA
2.100 m
150 x 50mm R.H.S. FRAME
- POWDER COATED.
ALUMINIUM
ROLLER GUIDES FITTED &
LOCATED TO SUIT
15
85
606050
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:53:15 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A514
S. RASO G. RAVIKUMAR
D. STRAKER*
G. RANGER*
GATE 1 DETAILS SHEET 1
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
SMR JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 20A140
G1 ELEVATION1
SCALE 1 : 20A514
G1 ELEVATION - RETURN2
SCALE 1 : 20
G1 PLAN DETAIL
SCALE 1 : 20A514
G1 SECTION3
SCALE 1 : 5A514
5 G1 HEAD AND SILL DETAIL

27. SLIDE
ANTI-TAMPER PLATE TO BOTH SIDES
S.S. TOP PLATE
BALUSTRADE
PANELBEHIND
SLIDING GATE FLOOR
MOUNTED STOPPER
SLIDING GATE GUIDE
TRACK, FLOOR MOUNTED
2x75W SS FLAT
PLATES WELDED
TO RHS
75 SS SHS FRAME
75x4.5mm SS FLATS
3
A515
TYPICALHARDWAREMOUNTINGHEIGHT
900
75
VARIES
1000 200
1800
340
PROVIDE 22mm
LOCKWOOD 3540RR
OR EQUIVALENT
ANTI-TAMPER PLATE TO BOTH SIDESGATE STOPPER WELDED TO
BALUSTRADE SUPPORT
75 SHS FRAME
SS HINGES
SS HINGES
75x4.5mm SS FLATS
1250
PONTOON
FFL
TYPICALHARDWAREMOUNTINGHEIGHT
900
340
200
1080
200700
CLCL
PROVIDE 22mm
LOCKWOOD 3540RR
OR EQUIVALENT
SS TOP PLATE BOLT FIXED
TO TOP OF BALUSTRADE
PANEL
UHMWPE SEPARATION
BALUSTRADE SUPPORT
SLIDING GATE GUIDE TRACK,
FLOOR MOUNTED
PONTOON
FFL
4
A515
5
A515
COMCORK AQUADECK 3mm
FLOORING 'DENIM WE1030' -
'R12' SLIP RESISTANCE
WEBFORGE A205SPM
STAINLESS STEEL GRATING
SLIDING GATE
30x6mm GALV. PLATE SLIDING
GATE TRACK WELDED TO
FLOOR
PONTOON
FFL
30
40
3mm MIN THICKNESS ULTRA HIGH
MOLECULAR WEIGHT
POLYETHELYNE SEPARATION FOR
DISSIMILAR METALS
BALUSTRADE SUPPORT
SS TOP PLATE BOLT FIXED
TO TOP OF BALUSTRADE
PANEL
EQUAL ANGLE TO
SUPPORT UHMWPE
25 75
100
255
115
RUBBER BACKING
STRIP
WATER SIDE
PONTOON SIDE
1250
STAINLESS STEEL GATE STOPPER
WELDED TO BALUSTRADE SUPPORT
HDR. 1
1100mm HIGH STAINLESS
STEEL BALUSTRADE
STAINLESS STEEL
HINGES
HDR. 1
HARDWARE
MOUNTING
SIDE
ADF
CLEAR WIDTH
980
1250
CL CL
SLIDE
BAL.4
HDR.1
ADF
PONTOON SIDE
WATER SIDE
SLIDING GATE FLOOR
TRACK BELOW
STAINLESS STEEL
TOP PLATE ABOVE
SLIDING GATE PANEL
SLIDING GATE FLOOR
MOUNTED STOPPER
PONTOON EDGE
SS LADDER
2x 75mm W SS PLATES
WELDED TO R.H.S
HARDWARE
MOUNTING
SIDE
RUBBER BACKING
3
A515
ADF
1250 1250
1800
CL CL CL
GATE
1800
SLIDE
HARDWARE
MOUNTING SIDE
75mm W SS
PLATES WELDED
TO R.H.S
BAL.4
BAL.4
HDR.1
HDR.1
WATER SIDE
PONTOON SIDE
ADF
ADF
GATE
1800
1250 1250
CL CL CL
1. FRAME TO BE MANUFACTURED OUT OF 75x4mm SHS
STAINLESS STEEL GRADE 316
2. MULLIONS TO BE 75x4.5mm 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 FREE DOOR KNOB OR
HANDLE ON INSIDE
GATE CONSTRUCTION NOTES:
FOR G2, G3, G4, G5, G6
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:53:17 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A515
B. LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
GATE DETAILS SHEET 2
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
BL JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
SCALE 1 : 10
TYPICAL PONTOON G3, G4, G5,G6
ELEVATION1
SCALE 1 : 10
G 2 ELEVATION2
SCALE 1 : 10A515
TYPICAL SLIDING GATE SECTION3
SCALE 1 : 5A515
4 TYPICAL SLIDING GATE SILL DETAIL
SCALE 1 : 5A515
5 TYPICAL SLIDING GATE HEAD DETAIL
SCALE 1 : 10
6 G 2 PLAN
SCALE 1 : 10
7 G3 PLAN (G6 MIRRORED)
SCALE 1 : 10
8 G4 PLAN (G5 MIRRORED)

28. 2200
1700
90 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 90
759757550075
570105575
756757580075
2508007550075
3001000670
65
65
65x5mm STAINLESS STEEL EA FRAME
6mm DIA STAINLESS STEEL PAN HEAD
BOLTS WITH ANTI-TAMPER HEADS
BALUSTRADE PANELS
BALUSTRADE POSTS EXTENDED
TO TAKE TIMETABLE SIGN
4
A517
RL 2100
WAITING AREA FFL
65
65x5mm STAINLESS
STEEL EA FRAME
6mm STAINLESS STEEL PAN HEAD
BOLTS WITH ANTI-TAMPER HEADS
TO BOLT ACRYLIC TO FRAME
10mm CLEAR ACRYLIC SHEET
6mm STAINLESS STEEL BACKING
SHEET WELDED TO FRAME
SELF TAPPING STAINLESS STEEL
COUNTERSUNK HEAD SCREW INTO
BALUSTER POSTS
BALUSTER POST
WELD NUT TO
BACK OF ANGLE
EQ EQ EQ EQ
CL CL CL
EQEQ
101010
10 10 10 10
10mm WIDE GRAPHIC FILM ON BACK
FACE OF CLEAR ACRYLIC SHEET
BALUSTRADE POSTS BEHIND
EXTENDED TO TAKE TIMETABLE SIGN
3001000670
RL 2100
WAITING AREA FFL
BALUSTRADE PANELS BEHIND
SELF TAPPING STAINLESS
STEEL COUNTERSUNK HEAD
SCREWS INTO BALUSTER
POSTS
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
25/08/2010 2:06:49 PM C:Documents and SettingssmrasoMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- SITE & WAITING AREA - CENTRAL_smraso.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A517
B.LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
TIMETABLE AND LASER CUT PANEL
41-22853
25.08.10
C. HICKLING*
DW JK* GR*
GENERAL
0
APPROVED ISSUE0 25.08.10
SCALE 1 : 10
3 GANGWAY LASER CUT PANEL
SCALE 1 : 10
2 TIMETABLE - REAR ELEVATION
SCALE 1 : 2A517
4 TYPICAL TIMETABLE DETAIL
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
SCALE 1 : 10
1 TIMETABLE - FRONT ELEVATION

29. mm JOINT TO ALLOW FOR SLAT
EXPANSION
10
100
50
6mm THICK POWDERCOATED
STEEL PLATE FOR FIXING OF
ARMREST WELDED TO MAIN
SEATING SUPPORT
ARMREST WELDED TO 'T'
SECTION
50
FFL
STAINLESS STEEL 100x50 RHS
FB.3
FB.1 FB.1 FB.1 FB.1
FB.1
220490
6010
6510
6510
6510
6510
65
335
110
403565
60
1065
1065
1065
1065
1065
450450
15
50
20Ø STAINLESS STEEL
ROD FOR ARM REST
SUPPORT
1
A518
NOTE:
EXCLUDE BATTENS FOR
SEATS NEXT TO GRID A
NEAR RAIN WATER TANK
NOM.
25
BASEPLATE TO FINISH
FLUSH WITH BATTENS
50mm W x 12mm D
STAINLESS STEEL
ARM REST
R 15
CL
CL
STAINLESS STEEL 100x50 RHSSTAINLESS 100x50 RHS
6010
6510
6510
6510
6510
15110
335
653540
450
500350
7065
40
65
380
15 110
335
653540
380
FB.3
FB.1 FB.1 FB.1 FB.1FB.3
FB.1FB.1FB.1FB.1
FB.1FB.1
400-450
6010651065106510651065
20Ø STAINLESS
STEEL ROD FOR ARM
REST SUPPORT
50mm W X 12mm D
STAINLESS STEEL
ARM REST
20Ø STAINLESS
STEEL ROD FOR ARM
REST SUPPORT
R
15
R
15
2 3
A
C
B
AVVM
WAITING AREA
RL2.1m
24 PERSON SEATING
PWD ACCESS TO AVVM
W3 W2 W1
SAFETY FLOOR AUSTRALIA
COMCORK PACIFIC BLUE AQUA
DECK DISABLED MAT IN
ACCORDANCE TO AS1428.1 GLUED
TO CONCRETE FLOOR TO
MANUFACTURERS SPECIFICATION
500 500 500 500 500 500 500 650
500500500
500 500 500 500 500 500 500
1860
395 105
210 290
ARM REST
ARM REST
ARM REST
CLEARANCE
1400
95500
SEAT FRAMING
TYPE 2
SEAT FRAMING
TYPE 2
SEATING TYPE 2
SEATING
TYPE 3
SEATING
TYPE 3
SEATING TYPE 2
WITHOUT BATTENS
BEHIND
SEATING TYPE 2
WITHOUT BATTENS
BEHIND
SEATING TYPE 2
WITHOUT BATTENS
BEHIND
10
3mm STAINLESS
STEEL CAPPING
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:53:19 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A518
B.LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
SEATING PLANS AND DETAILS
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
SMR JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 2
5 TYPICAL ARMREST DETAIL
SCALE 1 : 5
2 SEATING FRAME TYPE.2
SCALE 1 : 5
3 SEATING FRAME TYPE.3
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5
SCALE 1 : 20
SEATING PLAN
SCALE 1 : 2A518
1 DETAIL

30. 2100
100 720 100
2040
520 820
1340
REFER TO A141 FOR ALPOLIC CLADDING TO DOOR FRAME
AND LEAF
DROP BOLT
DROP BOLT
ADI SECURITY
PRODUCTS '5004 ADI'
LOCKABLE DROP
BOLT OR EQUIVALENT
LOCKWOOD SINGLE
CYLINDER 3540R OR
EQUIVALENT TO LOCK
TO OTHER LEAF
UNITED DOORMAKERS
DOOR FRAME 'FOS71'
OR EQUIVALENT
ADI SECURITY
PRODUCTS '5004 ADI'
LOCKABLE DROP
BOLT OR EQUIVALENT
ADI SECURITY
PRODUCTS '5004 ADI'
LOCKABLE DROP
BOLT OR EQUIVALENT
POWDER COATED
ALUMINIUM DOOR
FRAME. MATCH TO
MULLION COLOUR
900
TYPICALHARDWARE
MOUNTINGHEIGHT
BENCHHEIGHT
D1 D2 D3
OPENING SIZE
1900
1930
ROLLER DRUM SIZE - REFER MANUFACTURERS DETAILS MIRAGE DOORS 'SERIES 35 MINI SLAT - ALUMINIUM
EXTRUDED ROLLER SHUTTER ' OR EQUIVALENT
ADI SECURITY
PRODUCTS 'RK994
ROLLER DOOR BOLT'
OR EQUIVALENT
10002075
500
W1, W2, W3 W4
REFER TO A141 FOR ALPOLIC CLADDING
DETAILS
FGWDOOR HANDLE
ROLLER SHUTTER DRUM
HIDDEN BEHIND GLAZING
EQ EQ EQ EQ
300 600
150320
VARIFLOW VANDAL
RESISTANT PRESSED
METAL DOOR GRILL
PAINT FINISHED
PROVIDE POWDER
COATED ALUMINIUM
DOOR HANDLE ON
BOTH SIDESOF
DOOR. MATCH
COLOUR TO FRAME
920
1001900100
ADI SECURITY
PRODUCTS '5004 ADI'
LOCKABLE DROP
BOLT OR EQUIVALENT
870
LINE OF CEILING
ROLLER DOOR TRACK
50
450
50
1175
50
1075
1250
50 600 50 600 50
FFL 2.1
1675
LOUVRELOUVRE
B
FGFG
FG
RS
3089
AL
ALL GLAZING FRAMES TO BE
POWDERCOATED ALUMINIUM
G. JAMES '450 SERIES' SHOP FRONT
GLAZING WITH 13.52mm HEAT
STRENGTHENED LAMINATE SAFETY
GLASS
D3
GLASS
TYPE 2
GLASS
TYPE 2
GLASS
TYPE 1
GLASS
TYPE 1
GLASS
TYPE 2
D2
FG
4155
4205
HIGHPOINT
LOWPOINT
4 5
FG
FG
AL
ALL GLAZING FRAMES TO BE
POWDERCOATED ALUMINIUM
G. JAMES '450 SERIES' SHOP FRONT
GLAZING WITH 13.52mm HEAT
STRENGTHENED LAMINATE SAFETY
GLASS
GLASS
TYPE 2
GLASS
TYPE 1
GLASS
TYPE 2
FG
4150
2245
2800
CL
WAITING AREA
2.100 m
B
2825
3720
FG
FG
FG FG
FG
FGFGFG
LVR
AL
LVR
SILL HT
3.200 m
ALL GLAZING FRAMES TO BE POWDERCOATED ALUMINIUM
G. JAMES '450 SERIES' SHOP FRONT GLAZING WITH 13.52mm
HEAT STRENGTHENED LAMINATE SAFETY GLASS
W4
GLASS
TYPE 2
GLASS
TYPE 2
GLASS
TYPE 2
GLASS
TYPE 1
GLASS
TYPE 1
GLASS
TYPE 2
GLASS
TYPE 2
GLASS
TYPE 2
4155
4220
HIGHPOINT
LOWPOINT
CL
2825
CL
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 4:59:41 PM C:Documents and SettingsdwatsonMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_dwatson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A519
B.LAHDENSUO G.RAVIKUMAR
D. STRAKER*
G. RANGER*
WINDOW AND DOOR SCHEDULE
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
GRK JK* GR*
BL JK* GR*
WAITING AREA
2
APPROVED ISSUE0 25.08.10
AS PER REVISION CLOUD1 15.09.10
CONSTRUCTION DOCUMENTATION AMMENDMENTS2 07.12.10
DOOR SCHEDULE
NUMBER ROOM NAME
DIMENSIONS
THICKNESS
FRAME CONSTRUCTION DOOR CONSTRUCTION
COMMENTSHEIGHT WIDTH
FRAME
TYPE FINISH TYPE FINISH
D1 ELECTRICAL
CUPBOARD
2040 1340 40 PRESSED METAL
FRAME
ALPOLIC EXTERNAL, PAINT FINISH
INTERNAL
SOLID CORE ALPOLIC EXTERNAL, PAINT FINISH
INTERNAL TO FACE & EDGE
HIDDEN DROP BOLTS ON BIG LEAF, LOCK SINGLE CYLINDER TO SMALL LEAF
D2 KIOSK 2100 920 40 ALUMINIUM
FRAME
POWDERCOATED FINISH EXTRUDED
ALUMINUM
GLASS GLASS TYPE 1
D3 KIOSK 1700 1900 ALUMINIUM
FRAME
POWDERCOATED FINISH EXTRUDED
ALUMINUM
POWDERCOATED FINISH ROLLER DOOR
SCALE 1 : 20
DOORS AND WINDOWS
WINDOW SCHEDULE
NUMBER HEIGHT WIDTHTYPE
SILL
HEIGHTTYPE
FRAME
FINISH COMMENTS
W1
W2
W3
W4
FIXED PANEL
FIXED PANEL
FIXED PANEL
2 PANEL SLIDER
WITH GLASS
LOUVRES
2075
2075
2075
1675
500
500
500
1250
FGW
FGW
FGW
FGW
CLEAR ANODIZED
CLEAR ANODIZED
CLEAR ANODIZED
POWDERCOATED
1000
1000
1000
1125
10mm LAMINATED GLASS
10mm LAMINATED GLASS
10mm LAMINATED GLASS
10mm LAMINATED GLASS FOR SLIDER
SCALE 1 : 50
WINDOW ELEVATION
0
SCALE 1: AT ORIGINAL SIZE
200 400 600 800 1000mm
20
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50

31. CLADDING LINE
CUTOUT GRAPHICS
OPAL ACRYLIC
REAR LED LIGHTING
BRACE TO
STRUCTURE
BRACE TO
STRUCTURE
30X2.5 EA PAINT FINSH
TO MATCH SIGNAGE
BOX BLUE COLOUR
30X2.5 EA PAINT FINSH
TO MATCH SIGNAGE
BOX BLUE COLOUR
5715
FITTINGS TO BE DETERMINED AND AGREED
ON SITE PRIOR TO INSTALLATION
60
EXTERNAL CLADDING LINE
PROJECTION
SCREEN PRINTED BLUE PMS 302U BACKGROUND
BCC GRAPHIC
AVENIR REGULAR TYPEFACE CAP HEIGHT 230mm
BASE MATERIAL 4mm ALPOLIC
OPAL ACRYLIC GRAPHICS REAR ILLUMINATED WITH LED LIGHT
5715
600
300
805 2540 300 1865 205
305
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 10
25/08/2010 2:11:16 PM C:Documents and SettingssmrasoMy Documents41-22853-NORTHSHORE HAMILTON
CITY TERMINAL- SITE & WAITING AREA - CENTRAL_smraso.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A900
D.WATSON G.RAVIKUMAR
D. STRAKER*
G. RANGER*
SIGNAGE DETAILS
41-22853
25.08.10
C. HICKLING*
SMR JK* GR*
GENERAL
0
APPROVED ISSUE0 25.08.10
SCALE 1 : 10
SIGNAGE SECTION2
SCALE 1 : 10
SIGNAGE PLAN
SCALE 1 : 10
SIGNAGE ELEVATION1
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10

32. A CB
CF CF CH
EQ EQ
CFCHCH
2020
3650
AC B
EQ EQ
EQ EQ
EQEQ
1230 1350
CH CF CH
CH CF CH
CH
CH
CH
CH
200 75
TYPICAL OPENING
4890
SOLUS FLEXI LED BLUE
LIGHT LOCATION REFER TO
DETAIL A140
300
LAYOUT OF REMOVABLE
CFC PANELS
12345
W1 W2 W3
CEJ
CEJ
CH
EQ EQ
CS CS
CEJ
CEJ
CS CS
CC CC CC CC CC CC
CC CC CC CC CC CC
CS CS
CS CS CC
CS
CS
EQ EQ EQ EQ
CC CH
75 200
TYPICAL OPENING
1320
77522752100
590 450 500 450 500 450 310
EQEQ
CH
CH CH
4115
SOLUS FLEXI LED BLUE
LIGHT LOCATION REFER
TO DETAIL A140
ALC.2
1420205
265930150625125
1851425485
475
1851425485
265930150625125
1 2 3 4 5
WAITING AREA SLAB TO
MARINE ENGINEERS DETAILS
BAL.2
KIOSK
BRACING
GANGWAY
ROOF 1
ROOF 2
GLASS TYPE.2
GLASS TYPE.1
GLASS TYPE.2
CH
EQEQ
CH CH CH CH CH
CH
CF
CF CH CH CH
2400 3245 2570
ALC.2
ALC.2
310855
CF
CH CH CHCH CH CH
REMOVABLE PANELS FOR REAR ACCESS
CH
600 900 900 900 900 900 900 900 900 910 1000 1000 640
CHCH CH
CH CH CH CH CH CH
ALC.1
CF CF
CH
EQEQ
3245
860
ALC.1
A CB
CH
CH
15951955870
300 1570 1410
CH
CH
ALC.4 ALC.4
ALC.4 ALC.4
ALC.4
(55)
65
46
46
30
65
SEALANT
35x3.0 EA
WELDED TO COL
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:53:26 PM C:Documents and SettingsblahdensuoMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- SITE & WAITING AREA - CENTRAL -2011_blahdensuo.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
A910
S. RASO G. RAVIKUMAR
D. STRAKER*
G. RANGER*
PANELLING DETAIL
41-22853
25.08.10
C. HICKLING*
BL JK* GR*
DW JK* GR*
WAITING AREA
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMMENDMENTS1 07.12.10
SCALE 1 : 2
'CC'-CLADDING - FIXED CASSETTE SYSTEM
SCALE 1 : 2
'CH'-CLADDING - HAIRLINE
SCALE 1 : 2
'CF'-CLADDING - FLAT STICK METHOD
SCALE 1 : 2
'CEJ'-CLADDING-EXPRESS JOINT
CLADDING CONSTRUCTION NOTE:
1. FIXING ZONE HAS BEEN INDICATED ON DETAIL
SECTIONS AND VARIES AS PER FIXING METHOD.
2. BUILDER TO PROVIDE METAL STUD INFILL FRAMING
IN CO ORDINATION WITH THE CLADDING SYSTEM OF
BATTENS AND THE REMOVABLE ACCESS PANELS TO
LIGHTING RECESSES
SCALE 1 : 2
'CS' - CLADDING - CASSETTE TO STEEL COL

33. 41-22853-E000 0
G.LOWE G.LOWE
*J.WOLSKI *T.JUSTINS
*G.RANGER
25.08.10
NOT TO SCALE
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo A1
Original Size
Title
Project
Client
Check
Designed
Approved
Drawn
Scale
Design
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.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
CLIENTS PEOPLE PERFORMANCE
Level 4, 201 Charlotte 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
Plot Date: Cad File No:24 August 2010 - 2:44 PM G:4122853CADDDrawings41-22853-E000.dwgPlotted by: John A Wolski/Brisbane/GHD/AU
41-22853-E000 LEGEND
41-22853-E001 SITE PLAN - SHEET 1 OF 2
41-22853-E002 SITE PLAN - SHEET 2 OF 2
41-22853-E003 LIGHTING LAYOUT
41-22853-E004 CCTV & COMMUNICATION SYSTEM LAYOUT
41-22853-E005 POWER, COMMS LAYOUT
41-22853-E006 SCHEMATICS & DETAILS
DRAWING LIST
SINGLE 10A, 250V, SWITCHED SOCKET OUTLET,
DOUBLE MODULE, & FLAT PINS, IP66 MOUNT 300mm
AFFL UNLESS OTHERWISE NOTED
C C
E E 50mm ELECTRICAL CONDUIT UNLESS OTHERWISE
NOTED
50mm COMMUNICATIONS CONDUIT UNLESS
OTHERWISE NOTED
DB
P#
POWER CIRCUIT TAG
(294mmx294mmx180mm) IP67 ENCLOSURE COMPLETE WITH
ACCESORIES
E
C
ELECTRICAL PIT, TYPE 55 HDPE, ENERGEX APPROVED, WITH
GAL. CHECKERPLATE LID CLEARLY LABEL
DISTRIBUTION BOARD
SLAB PENETRATION FOR 2x25mmØ CONDUITS
600mm WIDE CABLE TRAY. REFER TO MARINE
DRAWINGS FOR MORE DETAILS
COMMUNICATION PIT, TYPE 3 HDPE , TELSTRA APPROVED,
WITH GALVANISED CHECKERED PLATE LID. CLEARLY LABEL
MEGABAY MLE-VXT10-V-C-I-U VIENTO, CLEAR GLASS, WIDE
OPTICS, NEUTRAL WHITE (4000°K) IP66 20W/M LED LUMINAIRE
RECESSED MOUNT TO SUPPLIERS DETAILS
AS PER 'L1', C/W STANDARD BRACKET MOUNTING
AS PER 'L1' BUT 500mm LONG
IP66 LINEAR LED IN EXTRUDED ALUMINIUM BODY MOUNTED
WITHIN HANDRAIL. 12 OFF NEUTRAL WHITE (4000°K) LED'S. 420mm
LONG x 17mm WIDE x 15mm DEEP. FITTING TO BE ROTATED 30°
TOWARDS PATH. SOLUS PowerLED HANDRAIL PLH420.
LIGHT SWITCH, WALL MOUNTED
LIGHTING CIRCUIT TAG
LIGHTING SWITCH WIRING
LIGHTING CIRCUIT WIRING
EMERGENCY EXITS LUMINAIRE, SURFACE MOUNTED, SINGLE
SIDED PICTORIAL DIFFUSER, IP65, VANDAL RESISTANT
EMERGENCY LUMINAIRE, SURFACE MOUNTED, IP65, VANDAL
RESISTANT. C0, C90 = D20
300x200 IP67 JUNCTION BOX COMPLETE WITH ACCESORIES
DAYLIGHT HARVESTING DEVICE
PHOTOCELL SWITCH
PERMANENT CONNECTION TO EQUIPMENT NOTED VIA A
LOCKABLE IP56V ISOLATOR MOUNTED ADJACENT
DB
L#
L1
JB#
PE
SOCKET OUTLET, 3 FLAT PINS IP66 DOUBLE MODULE
SOCKET OUTLET, 3 FLAT PINS IP66 SINGLE MODULE
LEGEND
POWER LIGHTING SCHEMATICS
T T TELSTRA CONDUIT
L3
L2
DOUBLE 10A, 250V, SWITCHED SOCKET OUTLET,
DOUBLE MODULE, & FLAT PINS, IP66 MOUNT 300mm
AFFL UNLESS OTHERWISE NOTED
L4
PROVIDE 2off (POWER AND COMMS) CEILING
MOUNTED JUNCTION BOXES FOR FUTURE CCTV
CAMERA , IP67 (101mmX101mmX91mm) CABLING BY
OTHERS. CONTRACTOR TO PROVIDE COMPLETE
CONDUIT ROUGHING-INS AS SHOWN
DOUBLE DATA OUTLET RJ45 COMPLETE WITH CAT 6 DATA
CABLE (PROVIDE EXTRA SLACK) TO CONTROL CABINET IN
ELECTRICAL ENCLOSURE AS SHOWN. 300mm AFFL
UNLESS OTHERWISE SPECIFIED
PROVIDE IP67 JUNCTION BOX (101mmX101mmX91mm) FOR
FUTURE CEILING MOUNTED SPEAKER. CABLING BY OTHERS.
CONTRACTOR TO PROVIDE COMPLETE CONDUIT
ROUGHING-INS FOR COMMS AS SHOWN
COMMUNICATIONS & SECURITY
SINGLE TELEPHONE OUTLET RJ45 COMPLETE WITH CAT 6
DATA CABLE TO MDF IN ELECTRICAL ENCLOSURE AS
SHOWN. MOUNT TO MATCH ADJACENT SSO

34. 0.50
1.00
1.50
2.00
2.50
1 2 3 4 5
EXISTING CAFE
EXISTING PARK
EXISTING FOOTPATH
EXISTING ROCK REVETMENT
EXISTING LANDSCAPING
NEW BICYCLE PARKING
EXISTING VEGETATION
NEW ACCESS RAMP
LOT 115
SP224971
POINTONBOUNDARYOF
LOT115
58262.010,161492.407
1
4
TIDAL BOUND
ROCK
HAT
MHWS
T
T
T
T
T
T
T
TTTT
EEEEEEEEEEEE
C
C
C
C
C
C
C
C
CCCC
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NEW TELSTRA PIT ON EXISTING CONDUIT - LIAISE WITH TELSTRA
NEW ENERGEX PILLAR ON EXISTING LV RETICULATION - LIAISE WITH ENERGEX
DRAIN PITS TO RIVER
EEEEEEEEEEEE
C
C
C
C
C
C
CCCCCC
APPROXIMATE ROUTE OF EXISTING
ENERGEX AND TELSTRA SERVICES
E 1x80
T 1x80
NOTES 2 & 3
NOTE 1
CONDUITS TO EXIT BANK
AND RUN SUSPENDED
BELOW ACCESS RAMP
41-22853-E001 1
G.LOWE G.LOWE
*J.WOLSKI *T.JUSTINS
*G.RANGER
25-08-10
1:200
0 2000 8000 10000mm60004000
SCALE 1:200 AT ORIGINAL SIZE
1. PROVIDE ELECTRICAL AND COMMS CONDUITS FOR FUTURE CCTV CAMERAS.
PROVIDE DRAW WIREs.
2. EXTENT OF EXISTING SERVICES IS NOT GUARANTEED. CONFIRM ON SITE
3. RUN CONDUITS IN COMMON TRENCH WITH HYDRAULICS SERVICES
NOTES
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo A1
Original Size
Title
Project
Client
Check
Designed
Approved
Drawn
Scale
Design
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.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
CLIENTS PEOPLE PERFORMANCE
Level 4, 201 Charlotte 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
FOR CONTINUATION REFER TO DRAWING 41-22853-E002

35. TGSI-A
TGSI-A
1 2 3 4 5
A
C
B
D
E
F
6 7 8 9
10 11
JB
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
JB
JB
JB
CCCCCCCCCCC
EEEEEEEEEEEEE
EEEEEEEEEE
C C C C C C C C C C C C C C C C C
TTTTTTTTTTT
EEEEEEEEEEEE
DB-KIOSK
DB-FERRY
JB
JB
CCCCCCCCCCC
T T T T T T T T T T T T T T T T
COMMUNICATION & ELECTRICAL
BOXES, IP67, COMPLETE WITH
DRAW WIRE FOR FUTURE CABLES
CABLE TRAY UNDER GANGWAY.
FOR SUPPORT STRUCTURE, SEE
STRUCTURAL PLANS
1x80mm Ø ELECTRICAL + 1x50 Ø
COMMUNICATIONS PVC CONDUITS
RUN UNDER GANGWAY VIA CABLE
TRAY 600mm WIDE. SEE MARINE
AND STRUCTURAL DRAWINGS.
FLEXIBLE CONDUIT IP67 COMPLETE
WITH COUPLINGS & TO PROVIDE
WEATHERPROOF SEAL
EEEEEEEEEEEEE
E E E E E E E E E E E E E E E
E
CCCCCCCCCCCCCCC
C C C C C C C C C C C C C C C C C C C
INCOMING CONDUITS FROM MAINS
SUPPLY
NOTE 2
NOTE 1
NOTE 1
JB JB
C C C C C C
E E E E E E JB
JB
41-22853-E002 0
G.LOWE GLOWE
*J.WOLSKI *T.JUSTINS
*G.RANGER
25.08.10
1:100
0 1000 4000 5000mm30002000
SCALE 1:100 AT ORIGINAL SIZE
1. ELECTRICAL AND COMMUNICATION CONDUITS RISE UP WITHIN COLUMNS
FROM J-BOXES BELOW GANGWAY TO CABLE DUCT/TRAY AT ROOF LEVEL.
REFER ARCHITECTURAL DRAWINGS FOR DETAILS
2. PROVIDE 2M TAILS COILED IN JUNCTION BOX FOR FUTURE CONNECTION TO
DURESS POINT BY BCC
3. LIAISE WITH SUPERINTENDENT FOR EXACT LOCATION OF JUNCTION BOX AND
EXACT ROUTING OF CONDUITS.
4. SEPARATE ALL DISSIMILAR METALS FROM EACH OTHER BY INSERTING
DURABLE ELECTRICALLY INSULATING MATERIAL AT EACH CONTACT POINT.
SEPARATION METHODS MAY INCLUDE WASHERS AND SLEEVES ON BOLTS,
INSERTS BETWEEN MATING SURFACES AND OTHER METHODS AS APPROVED.
5. IN ADDITION, PREVENT CONTACT OF ALUMINIUM WITH ANY CONCRETE,
CEMENT, GROUT OR OTHERWISE ALKALINE SURFACES.
NOTES
FLEXIBLE CONDUIT TO PIPE CONNECTION DETAIL
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo A1
Original Size
Title
Project
Client
Check
Designed
Approved
Drawn
Scale
Design
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.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
CLIENTS PEOPLE PERFORMANCE
Level 4, 201 Charlotte 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
Plot Date: Cad File No:24 August 2010 - 3:58 PM G:4122853CADDDrawings41-22853-E002.dwgPlotted by: John A Wolski/Brisbane/GHD/AU
FOR CONTINUATION REFER TO DRAWING 41-22853-E001

36. EXTERNAL LED FEATURE LIGHTING AS
PER ARCHITECTURAL DETAILS.
APPROXIMATELY 44m OF SOLUS
FLEXILED BLUE COMPLETE WITH
SUITABLE MOUNTING BRACKETS,
CONNECTORS AND TRANSFORMERS TO
SUIT.
EXTERNAL LED FEATURE LIGHTING AS
PER ARCHITECTURAL DETAILS.
APPROXIMATELY 45m OF SOLUS
FLEXILED BLUE COMPLETE WITH
SUITABLE MOUNTING BRACKETS,
CONNECTORS AND TRANSFORMERS TO
SUIT.
PE
L3
L4
L1
L1
L2
L6
L7
L8
L5
L9 L10
PE CELL
& TIME
CLOCK
CLOCK LOCATION (TO BE PROVIDED BY
CLIENT) REFER SPECIFICATION FOR
EXTENT OF SERVICES.
ILLUMINATED SIGN TO ARCHITECTURAL
DETAIL.
PE CELL
& TIME
CLOCK
L11
L11
L12
PE CELL
PE CELL
PE CELL
RUN LUMINAIRE WIRING IN CONDUIT FIXED
TO TRAY UNDER ROOF. REFER TO
ARCHITECTURAL DRAWINGS FOR DETAILS
0 1000 4000 5000mm30002000
SCALE 1:100 AT ORIGINAL SIZE
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. IN ADDITION, PREVENT CONTACT OF ALUMINUM WITH ANY CONCRETE,
CEMENT, GROUT OR OTHERWISE ALKALINE SURFACES.
NOTES
41-22853-E003 1
G.LOWE G.LOWE
*J.WOLSKI *T.JUSTINS
*G.RANGER
25.08.10
1:100
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo A1
Original Size
Title
Project
Client
Check
Designed
Approved
Drawn
Scale
Design
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.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
CLIENTS PEOPLE PERFORMANCE
Level 4, 201 Charlotte 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

37. DOUBLE DATA POINT FOR TRANSLINK GO-CARD.
NOTE 1
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
E
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
CCCCCCCCCCCCCCCCCCCC
C C C C C C C
E E
E E E E
E
DATA POINT FOR EMERGENCY CALL POINT
(CABLES ONLY) PROVIDE EXTRA 2 METRE COIL.
CONFIRM LOCATION ON SITE
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
C
C
C
TO CONTROL CABINET VIA
RESPECTIVE JUNCTION
BOXES SHOWN ON DWG. NO.
41-22853-E002
C
E
CCCCCCCCCC
EEEEEEEEEE
C
C
CCCCCCCCCCCCCCCCC
E
E
E E E E E E E E E E E E E E E E E E E E E
C
C C C C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C
C
C
C
C
C
MDF
FIX CONDUITS TRAY UNDER
ROOF. REFER TO
ARCHITECTURAL DRAWINGS
FOR DETAILS.
0 1000 4000 5000mm30002000
SCALE 1:100 AT ORIGINAL SIZE
41-22853-E004 1
G.LOWE G.LOWE
*J.WOLSKI *T.JUSTINS
*G.RANGER
25.08.10
1:100
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo A1
Original Size
Title
Project
Client
Check
Designed
Approved
Drawn
Scale
Design
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.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
CLIENTS PEOPLE PERFORMANCE
Level 4, 201 Charlotte 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
1. PROVIDE CAT 6 CABLES TO ELECTRICAL / COMMUNICATIONS CUPBOARD.
CONFIRM LOCATION PRIOR TO INSTALLATION.
NOTES

38. 1 2 3 4 5
A
C
B
D
E
F
6 7 8 9
10 11
1 2 3 4 5
A
C
B
10 11
AVM PUMP
P1 P2
P3
P2
P1
P3
MOUNT OUTLETS ON COLUMN ON
MARINE GRADE STAINLESS STEEL
BRACKET
DB-FERRY & SUPPLY
AUTHORITY METER PANEL
LOCATE AT HIGH LEVEL FOR SEWERAGE
PUMP ALARM PANEL.
PROVIDE 1.5mm² (240V RATED) 2 CORE
ALARM CABLE FROM PUMP TO ALARM
PANEL & MAKE ALL CONNECTIONS
P5
REFER TO DWG. NO. E006 FOR CUPBOARD SSO LOCATIONS
DB-KIOSK
P5
PROVIDE STANDARD SSO'S WITHIN KIOSK
NOTE 6
MOUNT SSO ON JOINERY UNIT
PROVIDE TWO COMPARTMENT WALL DUCT AT 1000 AFL
(CONFIRM ON SITE). POWDER COAT FINISH TO MATCH
GLAZING MULLIONS. PROVIDE CABLE ACCESS TO
CEILING SPACE
1 2 3 4 5
A
C
B
10 11
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
CCCCCCCCCCC
EEEEEEEEEEEEE
EEEEEEEEEE
C C C C C C C C C C C C C C C C C
T
T
T
T
T
T
T
T
TTTTTTTTTTTTTTT
EEEEEEEEEEEEEEEEEEEEEEEEE
C
C
C
C
C
C
C
C
C
CCCCCCCCCCCCCCCC
T T T T T T T T T T T T T T T T
EEEEEEEEEEEEEEEEEEEEEEEEE
E E E E E E E E E E E E E E E
E
C
C
C
C
C
CCCCCCCCCCCCCCCCCCCCCCC
C C C C C C C C C C C C C C C C C C C
C C C C C C
E E E E E E
41-22853-E005 2
G.LOWE G.LOWE
*J.WOLSKI *T.JUSTINS
*G.RANGER
25.08.10
1:100
0 1000 4000 5000mm30002000
SCALE 1:100 AT ORIGINAL SIZE
1. PROVIDE 2M TAILS COILED IN PONTOON JUNCTION BOXES FOR FUTURE
CONNECTION TO DURESS POINT BY BCC
2. LIAISE WITH SUPERINTENDENT FOR EXACT LOCATION OF JUNCTION BOX AND
EXACT ROUTING OF CONDUITS.
3. SEPARATE ALL DISSIMILAR METALS FROM EACH OTHER BY INSERTING
DURABLE ELECTRICALLY INSULATING MATERIAL AT EACH CONTACT POINT.
SEPARATION METHODS MAY INCLUDE WASHERS AND SLEEVES ON BOLTS,
INSERTS BETWEEN MATING SURFACES AND OTHER METHODS AS APPROVED.
4. IN ADDITION, PREVENT CONTACT OF ALUMINUM WITH ANY CONCRETE,
CEMENT, GROUT OR OTHERWISE ALKALINE SURFACES.
5. OUTLETS IN KIOSK TO BE CLIPSAL 2000 SERIES OR APPROVED EQUAL.
6. PROVIDE A 2 kg CO2 FIRE EXTINGUISHER (2BE) WALL MOUNTED IN THE
CUPBOARD. PROVIDE ALSO APPROPRIATE SIGNAGE TO AS2444
NOTES
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo A1
Original Size
Title
Project
Client
Check
Designed
Approved
Drawn
Scale
Design
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.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
CLIENTS PEOPLE PERFORMANCE
Level 4, 201 Charlotte 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

39. SWITCHBOARD & METERING SCHEMATIC
NEW ENERGEX LV PILLAR
kWh
METER
ISOLATION
kWh
METER
ISOLATION
25mm² 2C XLPE/PVC
DB-KIOSK
80A, 1P
40A, 1P
P4
MEN EARTH & NEUTRAL
TERMINAL BARS
16mm² PVC/PVC
IN 20mmØ CONDUIT
3.0m (MIN) 16mmØ SOLID COPPER
CORROSION RESISTANT ROD. LOCATE IN
SUITABLE LOCATION ON SHORE E.G. IN
ELECTRICAL PIT. ENSURE MAX. RESISTANCE
OF 10 OHMS TO THE GENERAL MASS OF
EARTH
SECURITY
T
NEUTRAL EARTH
20A, 1P, RCD
P6
16A, 1P, RCD
L1
16A, 1P, RCD
P3
16A, 1P, RCD
L3
16A, 1P, RCD
L5
16A, 1P, RCD
L7
20A, 1P, RCD
L9
20A, 1P, RCD
L11
20A, 1P, RCD
P1
INVERTER
NOTE:
EMERGENCY LIGHT TESTING
FACILITY TO AS 2293
16mm² Cu BONDING CONDUCTOR TO
EARTH ALL ISOLATED METALWORK FOR
THE ENTIRE TERMINAL
SEE TEST
CIRCUIT
20A, 1P
SPARE
16A, 1P, RCD
MINIMUM 12 POLE
100A LOAD CENTRE
25mm² 2C+E XLPE/PVC
(PE CELL + TIME CLOCK)
HANDRAIL LIGHTS
(PE CELL) FEATURE LIGHTS
AVM
VIA LED CONTROL SYSTEM - LIGHTS
PE CELL CONTROL - LIGHTS
PONTOON
16A, 1P, RCD
L2
16A, 1P, RCD
L4
16A, 1P, RCD
L6
16A, 1P, RCD
L8
20A, 1P, RCD
L10
20A, 1P, RCD
L12
20A, 1P, RCD
P2
(PE CELL + TIME CLOCK)
HANDRAIL LIGHTS
(PE CELL) SIGN
RAINWATER PUMP
LIGHTS - VIA LED CONTROL SYSTEM
LIGHTS - PE CELL CONTROL
2Ø SUPPLY, 2x70mm² ACTIVES +
70mm² NEUTRAL
THIS WORK BY SOLAR
PANEL SUPPLIER
SOLAR PANELS
DC ISOLATOR
36 POLE MINIMUM
POWER
20A, 1P16A, 1P, RCD
P7
POWER
16A, 1P, RCD
P5
SPARE
VIA LED CONTROL SYSTEM - LIGHTS
VIA LED CONTROL SYSTEM - LIGHTS
LIGHTS - VIA LED CONTROL SYSTEM
LIGHTS - VIA LED CONTROL SYSTEM
SPACE FOR INVERTER AND DC
ISOLATOR MOUNT AT TOP OF
CUPBOARD FOR HEAT DISSIPATION
SPACE FOR
SECURITY
EQUIPMENT
TELEPHONE MDF
(KRONE)
P6
P7
AVM CONTROLS
20A OUTLET
PROVIDE A PUMP ENCLOSURE
(9mm FC) TO SEPARATE THE
PUMP FROM REMAINING
ELECTRONIC EQUIPMENT IN
THE CUPBOARD.
PROVIDE 1x18W WEATHERPROOF
FLUORESCENT BATTEN AND
ISOLATOR TO CUPBOARD
P2
ADJUSTABLE TIMER
RELAY 0-120 MINS
SET TO 90 MINS
16A
16A
MOMENTARY PUSH/KEY
OPERATED SWITCH
WITH MANUAL RESET
CAPABILITY BUTTON
LABELLED
'EMERGENCY ESCAPE
LIGHTING AND EXIT SIGN
TEST SWITCH'
WITHIN SWITCHBOARD
EXIT EXIT
THE TEST FACILITY SHALL BE IN ACCORDANCE WITH AS 2293.1:2005 MANUAL TEST FACILITY.
EXIT EXIT
CONTROL RELAYS AS
REQUIRED
LIGHTING CIRCUITS AS
REQUIRED
NORMAL LIGHTING
NORMAL LIGHTING
TYPICAL EMERGENCY LIGHTING TEST CIRCUIT
1-10V LED DIMMING MODULE/S
CONTROL CABLES
TO LED LUMINAIRES
TIMER
POWER
SUPPLY
DATA CABLE SHIELDED
TWISTED PAIR
PROGRAMMABLE
TIMER
LIGHTING CONTROL SCHEMATIC
DAYLIGHT
HARVESTING
DEVICE
CONTROL CABLES
16A, 1P, RCD
PE CONTROLLED
LIGHTS & SIGNS
ELECTRICAL ENCLOSURE LAYOUT (ELEVATION)
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. IN ADDITION, PREVENT CONTACT OF ALUMINUM WITH ANY CONCRETE, CEMENT,
GROUT OR OTHERWISE ALKALINE SURFACES.
NOTES
SCALE 1:20
SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS
41-22853-E006 1
G.LOWE G.LOWE
*J.WOLSKI *T.JUSTINS
*G.RANGER
25.08.10
N.T.S
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo A1
Original Size
Title
Project
Client
Check
Designed
Approved
Drawn
Scale
Design
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.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
CLIENTS PEOPLE PERFORMANCE
Level 4, 201 Charlotte 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
Plot Date: Cad File No:2 September 2010 - 11:41 AM G:4122853CADDDrawings41-22853-E006.dwgPlotted by: John A Wolski/Brisbane/GHD/AU

40. LOCALITYPLAN
NOTTOSCALE
ABBREVIATIONSLEGEND
(A)W
GENERALNOTES
DRAWINGS
GEN01.THEDRAWINGSAREAGUIDEONLYFORTHELOCATIONANDLAYOUTOFTHESERVICEPIPES.
GEN02.DONOTSCALEFROMTHESEDRAWINGS.
GEN03.THESEDRAWINGSARETOBEREADINCONJUNCTIONWITHTHEOTHERCONTRACT
DOCUMENTS,SPECIFICATIONSANDDRAWINGS.FORTHEFINALLOCATIONOFFIXTURESAND
FITTINGSREFERTOARCHITECTURALDRAWINGS.
LEVELS
GEN04.VERIFYTHATALLINVERTLEVELS,SURFACELEVELSANDCLEARANCESARECORRECTAND
OBTAINABLEPRIORTOCOMMENCINGWORKS.
GEN05.ALLLEVELSARESHOWNINMETRESAHD.UNO.
REGULATIONS
GEN06.ALLWORKSTOBECONSTRUCTEDINACCORDANCEWITHTHEBUILDINGACT1975,THE
PLUMBINGANDDRAINAGEACT2002ANDTOTHEAPPROVALOFTHELOCALAUTHORITY.
GEN07.ALLPLUMBINGANDDRAINAGEMATERIALSSHALLBECERTIFIEDITEMSINACCORDANCEWITH
THESTANDARDPLUMBINGANDDRAINAGEREGULATIONS2003,PART4.
GEN08.WORKSSHALLBECONSTRUCTEDBYSUITABLYQUALIFIEDANDLICENSEDTRADESPEOPLE.
GEN09.WHERELEGISLATION,STANDARDSANDCODESAREREFERENCEDONTHESEDRAWINGS,THEY
SHALLBETHEREVISIONINFORCEASOF:
1/03/2010FORBUILDINGLEGISLATION,STANDARDSANDCODESUNO;
1/03/2010FORPLUMBINGANDDRAINAGELEGISLATION,STANDARDSANDCODESUNO;AND
1/03/2010FORANYOTHERLEGISLATION,STANDARDSANDCODESNOTCOVEREDINTHEABOVE.
TESTINGANDINSPECTION
GEN10.PAYALLCOSTSFORTHETESTINGOFTHEINSTALLATIONANDCOSTSFORINSPECTIONBY
LOCALAUTHORITY.UNO.
GEN11.UNDERTAKEALLOFTHETESTINGREQUIREMENTSOFTHESEDRAWINGS,THECONTRACT
DOCUMENTS,RELEVANTCODES,STANDARDSANDLEGISLATION.UNO.
MEASUREMENTS
GEN12.ALLDISTANCESARESHOWNINMILLIMETRES.UNO.
GEN13.ALLLEVELSARESHOWNINMETRES.UNO.
GEN14.MEASUREMENTSOFQUANTITIESAREINACCORDANCEWITHASISO1000:1998.
EXISTINGSERVICES
GEN15.ALLEXISTINGSERVICESMADEREDUNDANTFROMTHESEWORKSANDEXISTINGREDUNDANT
SERVICESSHALLBEREMOVEDORSEALEDOFFINACCORDANCEWITHTHESEDRAWINGS,THE
CONTRACTDOCUMENTSANDTOTHESATISFACTIONOFTHELOCALAUTHORITY.
PIPEDIAMETERS
GEN16.ALLPIPEDIAMETERSDETAILEDONTHESEDRAWINGSARESHOWNASNOMINALDIAMETERS.
GEN17.WHEREPE,PEX,PPR,PBANDCOMPOSITEPLASTICPIPEWORKMATERIALSARENOMINATED,
THENOMINALDIAMETERSHALLBETAKENASTHEINTERNALDIAMETEROFTHEPIPEWORKAND
NOTTHEOUTSIDEDIAMETER.FORNOMINALDIAMETERSUPTODN50,REFERTOAS/NZS3500.1
TABLE1.1.UNO.
DISSIMILARMETALS
GEN18.SEPARATEALLDISSIMILARMETALSFROMEACHOTHERBYINSERTINGDURABLEELECTRICALLY
INSULATINGMATERIALATEVERYCONTACTPOINT.SEPARATIONMETHODSMAYINCLUDE
WASHERSANDSLEEVESONBOLTS,INSERTSBETWEENMATINGSURFACESANDOTHER
METHODSASAPPROVED.
GEN19.INADDITIONPREVENTCONTACTOFALUMINIUMWITHANYCONCRETE,CEMENT,GROUTORANY
OTHERWISEALKALINESURFACES.
STORMWATERDRAINAGE
STANDARD
SW01.STORMWATERINSTALLATIONSHALLCOMPLYWITHAS/NZS3500.3
I
I
WORKPLACEHEALTHANDSAFETY
GENERAL
WHS01.FORRESIDUALRISKSIDENTIFIEDFROMTHEDESIGNPROCESS,REFERTOTHEPROJECTRISK
REGISTER.
WHS02.CHANGESTOHYDRAULICSERVICESDESIGNSHALLBEREVIEWEDAGAINSTTHEPROJECTRISK
REGISTERANDMAYREQUIREFURTHERRISKASSESSMENT.
CAPPEDPIPEENDORCONNECTION
ELBOW(PLAN)
PIPECONTINUATION
VERTICALPIPE
NON-POTABLE
BARRELUNION
GATEVALVEINBOX
GATEVALVE(NORMALLYCLOSED)
GATEVALVE
HOSECOCK
NON-RETURNVALVE
PUMP
RPZVALVE
RPZVALVE20mmTO65mm
WATERMETERINBOX
SEWERMANHOLE
NP
SYMBOLS
COLDWATERSUPPLY
STANDARD
WTR01.THECOLDWATERSERVICESINSTALLATIONSHALLCOMPLYWITHPLUMBINGCODEOF
AUSTRALIA,AS/NZS3500.1,AS/NZS3500.4ANDTHEREQUIREMENTSOFTHECONTRACT
DOCUMENTATIONANDTHESEDRAWINGS.
WTR02.ALLFIXTURESSHALLCOMPLYWITHAS/NZS6400.FIXTUREFLOWRATESANDSTARRATINGS
SHALLBEINACCORDANCEWITHTHESPECIFCATIONAND/ORFIXTURESCHEDULE.
RETICULATION
WTR03.COLDWATERSERVICESSUPPLYPIPEWORKSHALLBEAMINIMUMOFDN15SUPPLYTOASINGLE
FIXTUREANDDN20TOTWOORMOREFIXTURES.UNO.
WTR04.DN15COLDWATERSERVICESSUPPLYPIPEWORKSHALLNOTEXCEED3m.INLENGTHUNO.
WTR05.ALLCOLDWATERRETICULATIONRUNNINGUNDERCONCRETESLABSSHALLBELAGGEDFOR
PROTECTIONORHOUSEDINACONDUIT.UNO.
VALVES
WTR06.PROVIDE500kPaPRESSUREREDUCINGVALVE(WHEREPRESSURESEXCEED500kPa)ATTHE
PROPERTYBOUNDARY.
WTR07.ALLVALVESSHALLBEPROVIDEDINAREADILYACCESSIBLEPOSITIONFROMFLOORLEVELOR
FROMAPLATFORM.
NON-DRINKINGWATERSERVICES
STANDARD
ND01.RECYCLED&RECLAIMEDNON-DRINKINGWATERSERVICESSHALLBEINSTALLEDIN
ACCORDANCEWITHAS/NZS3500.1.
ND02.PIPELINESSHALLBEIDENTIFIEDINACCORDANCEWITHAS/NZS3500.IANDSHALLINCLUDE
IDENTIFICATIONTAPEFORUNDERGROUNDSERVICES.
ND03.NON-DRINKINGWATERSERVICESSHALLBETESTEDANDCOMMISSIONEDINACCORDANCEWITH
AS/NZS3500.1.
RETICULATION
ND04.COLDWATERSERVICESSUPPLYPIPEWORKSHALLBEAMINIMUMOFDN15SUPPLYTOASINGLE
FIXTUREANDDN20TOTWOORMOREFIXTURES.UNO.
ND05.DN15COLDWATERSERVICESSUPPLYPIPEWORKSHALLNOTEXCEED3mINLENGTHUNO.
ND06.ALLCOLDWATERPIPESLOCATEDUNDERCONCRETESLABSSHALLBELAGGEDFOR
PROTECTIONORHOUSEDINACONDUITUNO.
ND07.PROVIDESIGNAGEATALLNON-DRINKINGWATERSERVICESOUTLETSINACCORDANCEWITH
AS/NZS3500.1ANDASSHOWNINTHEHYDRAULICSERVICESDRAWINGS.
VALVES
ND08.PROVIDEABOVEGROUNDPURPLEMETER,500kPaPRESSUREREDUCINGVALVE(WHERE
PRESSURESEXCEED500kPa)ANDDUALCHECKVALVEATTHEPROPERTYBOUNDARYONBOTH
NON-DRINKINGWATERANDPOTABLEWATERSERVICESUNO.
ND09.ALLVALVESSHALLBEPROVIDEDINAREADILYACCESSIBLEPOSITIONFROMFLOORLEVELOR
FROMAPLATFORM.
ND10.PROVIDEISOLATIONVALVESFORALLHOSECOCKSONTHESTANDPIPEUNO.ALLHC'sSHALL
BEHCVBCOLOUREDPURPLE.
INDICATIVESITELOCATION
R.P.D.
R.P.D.
COUNTYOF:
:LOT115,SP224971
BRISBANECITYCOUNCIL
TITLE:MACARTHURAVENUE,HAMILTON
NEWSEWERRISINGMAIN
EXISTINGSEWERRISINGMAIN
AUTHORITYSEWERMAIN
RM
(E)RM
(E)SAN
PIPEWORKINSTALLATIONSCHEDULE
SERVICELOCATIONMATERIALnom.SIZE(mm)COMMENTS
POTABLECOLDWATERABOVEGROUNDMDPETOAS/NZS4130DN15TODN25
CLASSPE80B,SDR11,PN12.5FUSION
WELDEDJOINTS
COLDWATERINGROUNDMDPETOAS/NZS4130DN25TODN32
CLASSPE80B,SDR11,PN12.5FUSION
WELDEDJOINTS
SANITARYPLUMBINGABOVEGROUNDUPVCTOAS/NZS1260DN100ORLESSSOLVENTWELDED
RISINGMAININGROUNDMDPETOAS/NZS4130DN50ORLESS
SANITARYPLUMBING
EXPOSEDPIPEWORK
ONTERMINAL
UPVCTOAS/NZS1260DN25TO100SOLVENTWELDED
NONPOTABLEWATER
EXPOSEDPIPEWORK
ONTERMINAL
MDPETOAS/NZS4130
UNO
DN20
CLASSPE80B,SDR11,PN12.5FUSION
WELDEDJOINTS
ThisDrawingmustnotbe
usedforConstructionunless
signedasApproved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNoA1
OriginalSize
Title
Project
Client
Check
Designed
Approved
Drawn
Scale
Design
ConditionsofUse.
Thisdocumentmayonlybeusedby
GHD'sclient(andanyotherpersonwho
GHDhasagreedcanusethisdocument)
forthepurposeforwhichitwasprepared
andmustnotbeusedbyanyother
personorforanyotherpurpose.
DONOTSCALE
Note:*indicatessignaturesonoriginalissueofdrawingorlastrevisionofdrawing
CLIENTSPEOPLEPERFORMANCE
Level4,201CharlotteStBrisbaneQLD4000Australia
GPOBox668BrisbaneQLD4001
T61733163000F61733163333
Ebnemail@ghd.comWwww.ghd.com
PlotDate:CadFileNo:24August2010-10:13AMG:4122853CADDDrawings41-22853-H001.dwgPlottedby:MelvinChen/Brisbane/GHD/AU
AFFLABOVEFFL
ASAUSTRALIANSTANDARD
C/WCOMPLETEWITH
CWCOLDWATER
DCVDOUBLECHECKVALVE
DIADIAMETER
EXEXISTING
FFLFINISHEDFLOORLEVEL
HTHOSETAP
HTVBHOSETAPVACUUMBREAKER
NOMNOMINAL
NPNON-POTABLE
NRVNON-RETURNVALVE
NTSNOTTOSCALE
PEPOLYETHYLENE
PEXCROSS-LINKEDPOLYETHYLENE
QFLOW
RPZDREDUCEDPRESSUREZONEDEVICE
RWRAINWATER
SLSURFACELEVEL
SSSTAINLESSSTEEL
TYPTYPICAL
UNOUNLESSNOTEDOTHERWISE
W/MWATERMETER
NEWCOLDWATERPLUMBING
NEWCOLDRAINWATERPLUMBING
AUTHORITYWATERSERVICE
NEWNON-POTABLECOLDWATERPLUMBING
ThisDrawingmustnotbe
usedforConstructionunless
signedasApproved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNoA1
OriginalSize
Title
Project
Client
Check
Designed
Approved
Drawn
Scale
Design
ConditionsofUse.
Thisdocumentmayonlybeusedby
GHD'sclient(andanyotherpersonwho
GHDhasagreedcanusethisdocument)
forthepurposeforwhichitwasprepared
andmustnotbeusedbyanyother
personorforanyotherpurpose.
DONOTSCALE
Note:*indicatessignaturesonoriginalissueofdrawingorlastrevisionofdrawing
CLIENTSPEOPLEPERFORMANCE
Level4,201CharlotteStBrisbaneQLD4000Australia
GPOBox668BrisbaneQLD4001
T61733163000F61733163333
Ebnemail@ghd.comWwww.ghd.com
PlotDate:CadFileNo:24August2010-10:13AMG:4122853CADDDrawings41-22853-H001.dwgPlottedby:MelvinChen/Brisbane/GHD/AU
41-22853-H0010
M.CHENM.CHEN
G.MESSINIS*G.MESSINIS*
G.RANGER*
25.08.10
NOTTOSCALE

41. -1.00
-0.50
0.00
0.50
1.00
1.50
2.00
2.50
12345
A
C
B
1011
LOT115
SP224971
EXISTINGPARK
EXISTINGCWMAINS:Ø150
REMOVE&REINSTATEEXISTING
PAVEMENTASNECESSARYFOR
WATERSERVICEDRAINAGE
INSTALLATION.MAKEGOODTO
PAVINGTOMATCHEXISTING
REFERTOTERMINALSERVICES
LAYOUTFORCONTINUATIONOF
PIPEWORKS.
EXISTINGFOOTPATH
EXISTINGCAFE
(E)W
(E)W(E)W
Ø32 MDPE
Ø32
PROVISIONOFØ20RRW
SUPPLYANDIN-BOXISOLATION
VALVE.FORIRRIGATION.
REFERTOIRRIGATION
DRAWINGSFORDETAILS.
PROVIDEØ25NEWWATER
METER&ISOLATIONVALVEIN
BOXANDRPZDASSEMBLY
FORFERRYTERMINAL.
PIPESTOBELAID
UNDERGROUND.
RRW:Ø20
NPCW:Ø25
PIPESTOBELAIDINCOMMON
TRENCHWITHELECTRICAL.
MAKEAPPLICATIONTOLOCAL
AUTHORITY'SEXISTINGWATER
MAINSTAP-IN.PAYALLFEESAND
CHARGE.EXACTLOCATIONTOBE
CONFIRMEDONSITE.
12345
A
C
B
1011
Ø20
REFERTOSITESERVICESLAYOUTFOR
CONTINUATIONOFPIPEWORK.
WATERSERVICE(20Ø)TORUNON
UNDERSIDEOFGANGWAY
STRUCTURE.REFERTOMARINE
DRAWINGSFORDETAILS.
REFERTOWAITINGAREA
LAYOUTFORDETAILS.
NPCW:Ø25
NPCW:Ø20
REFERTOPONTOON
LAYOUTFORDETAILS.
WATERSERVICESTOCROSSUNDER
RAMPSTRUCTURE
HTVB
REFERTOSITESERVICES
LAYOUTFORCONTINUATION.
PROVIDEVANDALPROOF
HOSETAPMOUNTEDON
COLUMN500mmABOVEDECK.
PROVIDEAPPROVEDFLEXIBLEJOINTINWATER
SERVICEATGANGWAYCONNECTIONTO
PONTOON.CONTRACTORSHALLPROVIDEDETAILS
OFJOINTFORAPPROVALPRIORTOINSTALLATION.
WATERSERVICECROSSES
UNDERWALKWAYSTRUCTURE
NP
Ø20
12345
A
C
B
1011
TGSI-A
TGSI-A
REFERTOTERMINALSERVICES
LAYOUTFORCONTINUATION.
PROVIDEAPPROVEDFLEXIBLEJOINT
INWATERANDDRAINAGESERVICES
ATGANGWAYCONNECTIONSTODECK.
REFERTOSITESERVICES
LAYOUTFORCONTINUATION.
NOTE
CONTRACTORSHALLCO-ORDINATEONSITE
WITHBUILDER&SUB-CONTRACTORSFOR
ACTUALLOCATIONOFALLHYDRAULIC
SERVICESANDFITTINGSPRIORTO
CONSTRUCTION.
NP
HTVB
1xØ100SSOVERFLOWPIPESTOPENETRATESLABAND
DISCHARGETORIVERBELOW.REFERTOARCHITECTURAL
DRAWINGSFORDOWNPIPESANDOVERFLOWPIPESDETAILS.
1000LSSROOFWATERSTORAGE
TANKS.REFERTOMARINE&ARCH
DRAWINGSFORDETAILS.
PROVIDEVANDALPROOFHOSETAP
MOUNTEDBENEATHSEATSAND
350mmABOVEDECK.100ØFLOOR
WASTEUNDER.REFERARCHDWGS.
WATERSERVICE(20Ø)
CROSSESUNDERWALKWAY
STRUCTURE
PROVIDEAPPROVEDFLEXIBLEJOINTIN
WATERSERVICEATGANGWAY
CONNECTIONTODECK.CONTRACTOR
SHALLPROVIDEDETAILSOFJOINTFOR
APPROVALPRIORTOINSTALLATION.
Ø20
NPCW:Ø25
NPCW:Ø20
DAVEYRAINBANKPUMPTOBE
LOCATEDINCABINET.
PROVIDEFLOORGULLYDISCHARGETHROUGHFLOORSLAB.
REFERTOARCHITECTURALDRAWINGSFORSPECIFICATIONS.
WATERSCHEMATIC
NOTTOSCALE
DAVEYRAINBANK-KRB-60
ELECTRICPUMP.(ORAPPROVED
SIMILAR)VANDALPROOF
ENCLOSURETOBEPROVIDED.
BALL
VALVE
UNION
'Y'STRAINER
RAINWATERTANK&
OVERFLOWPIPE.
REFERARCHPLAN
WALLMOUNTEDHC
VANDALPROOF
HANDLE
Ø20
Ø25
Ø20
WALLMOUNTED
HTVBWITHVANDAL
PROOFHANDLE
ATPOONTOON
Ø20
1.POTABLECOLDWATERSERVICE-MDPETOAS/NZS4130
CLASSPE80BSDR11PN12.5BLUESTRIPE-FUSIONWELDED
JOINTS
2.NON-POTABLECOLDWATERSERVICE-MDPETOAS/NZS4130
CLASSPE80BSDR11PN12.5GREENSTRIPE-FUSIONWELDED
JOINTS
3.ALLHYDRAULICSERVICESCLIPS&FIXINGSSHALLBE316SS.
4.ALLHYDRAULICSERVICEPIPES&FITTINGSSHALLBEFIXEDIN
ACCORDANCEWITHTHEPIPEMANUFACTURER'S
SPECIFICATIONFORTHISFACILITY.
5.ALLHYDRAULICSERVICESVALVESSHALLBESTAINLESS
STEEL.RPZDSHALLBEWATTS/RMCOREQUIVALENT.
6.REFERTOARCH.DWGS.FORDETAILSOFTANKAND
OVERFLOWREQUIREMENTS.
NOTES
EXPOSEDSECTIONOFPIPE
&FITTINGSSHALLBE
STAINLESSSTEEL
NP
DOWNPIPE.REFERTO
ARCHITECTURAL
DRAWINGSFORDETAILS.
RAINWATEROVERFLOWTORIVER.
REFERTOARCHITECTURAL
DRAWINGSFORDETAILS.
Ø20
BACK-UPWATERSERVICEFROM
SITEWATERMAIN.25ØRPZD&
ISOLATIONVALVES.RPZDTEST
DISCHARGETOBEDRAINEDONTO
SURROUNDINGMULCHAREA.
PROVIDEØ20IN-BOXISOLATION
VALVE.SUPPLY.PIPECAPPED
OFFFORLANDSCAPEIRRIGATION
ThisDrawingmustnotbe
usedforConstructionunless
signedasApproved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNoA1
OriginalSize
Title
Project
Client
Check
Designed
Approved
Drawn
Scale
Design
ConditionsofUse.
Thisdocumentmayonlybeusedby
GHD'sclient(andanyotherpersonwho
GHDhasagreedcanusethisdocument)
forthepurposeforwhichitwasprepared
andmustnotbeusedbyanyother
personorforanyotherpurpose.
DONOTSCALE
Note:*indicatessignaturesonoriginalissueofdrawingorlastrevisionofdrawing
CLIENTSPEOPLEPERFORMANCE
Level4,201CharlotteStBrisbaneQLD4000Australia
GPOBox668BrisbaneQLD4001
T61733163000F61733163333
Ebnemail@ghd.comWwww.ghd.com
PlotDate:CadFileNo:8December2010-11:23AMG:4122853CADDDrawings41-22853-H002.dwgPlottedby:MatthewStewart/Brisbane/GHD/AU
ThisDrawingmustnotbe
usedforConstructionunless
signedasApproved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNoA1
OriginalSize
Title
Project
Client
Check
Designed
Approved
Drawn
Scale
Design
ConditionsofUse.
Thisdocumentmayonlybeusedby
GHD'sclient(andanyotherpersonwho
GHDhasagreedcanusethisdocument)
forthepurposeforwhichitwasprepared
andmustnotbeusedbyanyother
personorforanyotherpurpose.
DONOTSCALE
Note:*indicatessignaturesonoriginalissueofdrawingorlastrevisionofdrawing
CLIENTSPEOPLEPERFORMANCE
Level4,201CharlotteStBrisbaneQLD4000Australia
GPOBox668BrisbaneQLD4001
T61733163000F61733163333
Ebnemail@ghd.comWwww.ghd.com
PlotDate:CadFileNo:8December2010-11:23AMG:4122853CADDDrawings41-22853-H002.dwgPlottedby:MatthewStewart/Brisbane/GHD/AU
41-22853-H0021
M.CHENM.CHEN
G.MESSINIS*G.MESSINIS*
G.RANGER*
25.08.10
NOTTOSCALE
0100040005000mm30002000
SCALE1:100ATORIGINALSIZE
025001000012500mm75005000
SCALE1:250ATORIGINALSIZE
TERMINALSERVICESLAYOUT
SCALE1:250
PONTOONLAYOUT
SCALE1:100
WAITINGAREALAYOUT
SCALE1:100
SITESERVICESLAYOUT
SCALE1:250

42. 10 LIR mus 15 LIR SW 10 PHI XAN 10 HYM lit
3000mm 3000mm 4000mm
2500mm
500mm
5 HYM lit
LEGEND
GROUNDCOVER
PROVIDE AND BREAK UP MIN.
100mm SUBGRADE. IMPORT
TOPSOIL AND BACKFILL TO BASE
AND SIDES OF EXCAVATION.
FORM BASIN AT BASE OF
PLANT FOR WATERING.
MAINTAIN SEPARATION OF MULCH
AND TRUNK TO PREVENT ROT.
100mm DEPTH MULCH LAYER
AS SPECIFIED. MULCH TO BE A
50 / 50 BLEND OF AGED
WOODCHIP AND FOREST MULCH.
PLANTING HOLE 2 TIMES
WIDER THAN POT SIZE.
SLOW RELEASE FERTILISER. APPLY 10g
'AGRIFORM' TABLET OR APPROVED
EQUIVALENT AT THE SIDES OF ROOTBALL
AT MANUFACTURERS RECOMMENDED RATE.
100
TYPICAL POT
PLANTING DETAIL
SCALE 1:20
PLANTING MEDIA
CULTIVATED SUBSOIL
REFER ARCHITECTURE
DRAWINGS FOR DETAILS
SUBSOIL
MULCH TO FINISH 25mm BELOW
ADJACENT SURFACE
HARDSTAND ABUTMENT
TO GARDEN BED
SCALE 1:10
EXISTING PAVING REFER
ARCHITECTURAL DRAWINGS
PLANTING LAYOUT PLAN
SCALE 1:100
Note: * indicates signatures on original issue of drawing or last revision of drawing Rev:
This Drawing must not be
used for Construction unless
signed as Approved
DO NOT SCALE
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.
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Drawn Checked Approved Date
Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
Client
Project
Title
Original Size
A1 Drawing No:
Plot Date: Cad File No:
Client:
6 December 2010 - 12:04 PM G:4122853CADDDrawings41-22853-L001.dwgCarmel A O'Neill/Brisbane/GHD/AU
0 1000 4000 5000mm30002000
SCALE 1:100 AT ORIGINAL SIZE
41-22853-L001 1
C.HUMPHREYS C.O'NEILL
E.HERNANDEZ* E.NICHOLAOU*
G.RANGER*
25.08.10
AS SHOWN
0 200 800 1000mm600400
SCALE 1:20 AT ORIGINAL SIZE
0 100 400 500mm300200
SCALE 1:10 AT ORIGINAL SIZE

43. EDGE OF PLANTER
EDGE OF PLANT AREA
PRESSURE COMPENSATED
(2 lph) DRIPTUBE BURIED
AT 100mm
POINT OF
CONNECTION
DRAINAGE
1
-
2
-
3
-
B
-
C
-
14721
A
-
200
Ø20mm PE
SUBMAIN PIPE
VALVE BOX
Ø250mm TOP LID
AIR VALVE
CONCRETE BLOCK WORK TO
ENGINEER'S APPROVAL
TO DRIP LINES
FGL
CONTROL VALVE
SOLENOID
COILED CABLE
FROM CONTROLLER
QUICK COUPLING
VALVE
GATE VALVE
SECTIONA
- 10SCALE 1 :
ADJOINS EXISTING
PAVING
FGL
AUTOMATIC
FLUSH VALVE
Ø20mm PE
FLUSH LINE
VALVE BOX
Ø150mm TOP LID
CONCRETE BLOCK WORK TO
ENGINEER'S APPROVAL
100
SECTIONB
- 10SCALE 1 :
ADJOINS EXISTING
PAVING
AUTO.
FLUSH
VALVE
EXISTING PAVING
Ø16mm IN-LINE DRIP TUBES
BURIED AT 100MM
Ø20mm PE FLUSH LINE
BURIED AT 100mm
END CAP
GROMMET TAKE-OFF
END CAP
GROMMET TAKE-OFF
DETAIL3
- 10SCALE 1 :
FGL
Ø20mm PE
SUB-MAIN PIPE
GROMMET
TAKE-OFF
100
100
200
TO IN-LINE DRIP TUBES
END CAP
DETAIL4
- 10SCALE 1 :
16mm IN-LINE
DRIP TUBES
SOIL MIX
Ø40mm PERFORATED
DRAINAGE PIPE
BASE CONCRETE1:10
SECTIONC
- 10SCALE 1 :
5
-
ADJOINS EXISTING
PAVING
VARIES
200
GEOFABRIC
MATERIAL
GRAVEL BEDDING
SOIL MIX
1:10
DETAIL5
- 5SCALE 1 :
TO DRAIN
CONTROL
VALVEAIR
VALVE
QUICK
COUPLING
VALVE
EDGE OF PLANTER
Ø16mm IN-LINE DRIP TUBES
BURIED AT 100MM
Ø20mm PE SUB-MAIN LINE
BURIED AT 200mm
TO POINT OF
CONNECTION
3.70 lpm
270 kPA 20mm PE PIPE
END CAP
END CAP
4
-
DETAIL1
- 10SCALE 1 :
TO ADJACENT
PLANTING AREA
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETRES
UNLESS OTHERWISE NOTED.
2. IRRIGATION RATE IS 7 L/m².
3. WATER WILL BE PUMPED FROM RAINWATER
TANK.
4. CONTROLLER WILL BE LOCATED INSIDE THE
ELECTRICAL ROOM BESIDE THE RAINWATER
TANK.
5. CONTROL VALVE WILL BECONNECTED TO
THE CONTROLLER USING A CONTROL AND A
COMMON CABLE SUITABLE FOR BURYING
UNDERGROUND AND WILL BE LAID BESIDE
THE MAINLINE.
6. PERFORATED PIPE RUNS THROUGH THE
ENTIRE LENGTH OF THE PLANT BOX.
EDGE OF PLANT AREA
IN-LINE DRIP TUBES
EDGE OF PLANT AREA
100300100
PRESSURE COMPENSATED
EMITTERS AT 2 lph
300 (TYP.)
DETAIL2
- 10SCALE 1 :
0 100 400 500mm300200
SCALE 1:10 AT ORIGINAL SIZE
0
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500 2000 2500mm15001000
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used for Construction unless
signed as Approved
DO NOT SCALE
Conditions of Use.
This document may only be used by
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for the purpose for which it was prepared
and must not be used by any other
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Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Drawn Checked Approved Date
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Title
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A1 Drawing No:
Plot Date: Cad File No:
Client:
6 December 2010 - 9:23 AM G:7110885CADDDrawings41-2285341-22853-L010_1R1.dwgJoselito E Barcelo/Manila/GHD/AU
0
SCALE 1:5 AT ORIGINAL SIZE
10050 200 250mm150
41-22853-L010 1
D. M. ONIA D. M. ONIA
G. OBMERGA J. JOHN*
G. RANGER*
AS SHOWN
IRRIGATION LAYOUT PLAN
SCALE 1:50

44. GENERAL
G1.READTHESENOTESINCONJUNCTIONWITHARCHITECTURALANDOTHERENGINEERING
DRAWINGSANDSPECIFICATIONS,ANDWITHSUCHOTHERWRITTENINSTRUCTIONS
ISSUED.REFERTOARCHITECTURALDRAWINGSFORSETTINGOUTANDDETAIL
DIMENSIONS.
G2.CARRYOUTWORKINASAFEMANNERINACCORDANCEWITHAPPLICABLESTATUTORY
REGULATIONS,BY-LAWSORRULES.COMPLYWITHQUEENSLANDOCCUPATIONALHEALTH
ANDSAFETYACTINCLUDINGASSOCIATEDREGULATIONSANDCODESOFPRACTICE.
CONTRACTORISRESPONSIBLEFOROCCUPATIONALHEALTHANDSAFETYOFSITE
PERSONNELANDGENERALPUBLICINACCORDANCEWITHLEGISLATIVEREQUIREMENTS,
INDUSTRIALAGREEMENTSANDACCEPTEDINDUSTRYPRACTICE.
G3.DONOTOBTAINDIMENSIONSBYSCALINGFROMDRAWINGS.
G4.DIMENSIONSAREINMILLIMETRES,LEVELSAREINMETRESUNO.TOAHD.
G5.NOMINATIONOFPROPRIETARYITEMSDOESNOTINDICATEEXCLUSIVEPREFERENCE,BUT
INDICATESREQUIREDPROPERTIESOFITEM.SIMILARALTERNATIVESHAVINGREQUIRED
PROPERTIESMAYBEOFFEREDFORAPPROVAL.APPROVALDOESNOTAUTHORISEA
VARIATIONTOTHECONTRACT.INSTALLPROPRIETARYITEMSINACCORDANCEWITH
MANUFACTURER'SREQUIREMENTSANDRECOMMENDATIONS.
G6.ALLDIMENSIONSRELEVANTTOSETTINGOUTANDOFF-SITEWORKSHALLBEVERIFIEDBY
THECONTRACTORBEFORECONSTRUCTIONISCOMMENCED.
G7.ANYAMBIGUITYORDISCREPANCYSHALLBEREFEREDTOTHESUPERINTENDANTFOR
CLARITYBEFOREWORKCOMMENCES.
G8.CONSTRUCTIONMETHODSANDTEMPORARYWORKSARETHERESPONSIBILITYOFTHE
CONTRACTOR.
G9.ROOFFALLARRESTSYSTEMANDCONNECTIONSSHALLBEDESIGNEDANDCERTIFIEDBY
THECONTRACTOR
SURVEYCONTROLDATA
SD1.HORIZONTALDATUM=BSCG
SD2.DATUMFORLEVELSISAHD(AUSTRALIANHEIGHTDATUM).ALLLEVELSAREINMETRES
SD3.TIDALPLANES(AHD)QUEENSLANDTIDETABLES2010-CAIRNCROSSDOCKTONEWFARM
ST100+2.5m1IN100yrSTORMTIDELEVEL(BCC)
ST10+1.9m1IN10yrSTORMTIDELEVEL(BCC)
HAT+1.65mHIGHESTASTRONOMICALTIDE
MHWS+1.06mMEANHIGHWATERSPRINGS
MHWN+0.65mMEANHIGHWATERNEAPS
MSL+0.1mMEANSEALEVEL
AHD0.00mAUSTRALIANHEIGHTDATUM
MLWN-0.43mMEANLOWWATERNEAPS
MLWS-0.85mMEANLOWWATERSPRINGS
LAT-1.24mLOWESTASTRONOMICALTIDE
DESIGNPARAMETERS
DL1DESIGNVESSELDIMENSIONS
VESSELTYPEHIGHSPEEDFERRY
FULLLOADDISP.35.5t
OVERALLLENGTH(LOA)25.5m
MAXIMUMBEAM7.70m
LADENDRAFT1.42m
WINDAGEAREA(PROFILE)73m²
WINDAGEAREA(BOW)22m²
MINIMUMUNDERKEELCLEARANCE1.5m
DL2LIVELOADSTOAS/NZS1170.15kPaGENERALOR4.5kNPOINTLOAD
3kPaSTABILITY
HANDRAILTOAS/NZS1170.13kN/mOUTWARDS
0.75kN/mDOWWARDS
WINDLOADSTOAS/NZS1170.2
REGIONB
AVERAGERECURRENCEINTERVAL,R500years
ULTIMATEREGIONALWINDSPEEDVR(3secGUST)57m/s
SERVICEABILITYREGIONALWINDSPEEDV25(3sec)39m/s
DIRECTIONALMULTIPLIER1.0FORCLADDINGANDPURLINS,
0.95FORSTRUCTURALMEMBERS
TERRAINCATEGORY2
TERRAIN/HEIGHTMULTIPLIER(Mz.cat)1
SHIELDINGMULTIPLIER(Ms)1.0
TOPOGRAPHICMULTIPLIER(MT)1.0
CURRENTFLOWSTOAS/4997
VELOCITY1.8m/s
DEBRISLOADINGTOAS/499710kN/m
DL3BERTHING
COEFFICIENT(Cm)1.65
CONFIGURATION(Cc)1.0
NORMALVELOCITY0.5m/s
NORMALANGLEMax15degrees
FACTOROFSAFETY(FOS)2.0
SOFTNESS(Cs)1.0
ECCENTRICITY(Ce)0.447
NORMALENERGY7.66kNm
ACCIDENTALVELOCITY3m/s
ACCIDENTALANGLEMax45degrees
FACTOROFSAFETY(FOS)1.0
SOFTNESS(Cs)0.9
ECCENTRICITY(Ce)0.88
ACCIDENTALENERGY209kNm
DL4.DESIGNLIFE50years
DL5.ROLLERANDHINGEASSUMPTIONS
PLASTICMATERIALSTOBEMANUFACTUREDANDCERTIFIEDFORA10yrDESIGNLIFEBY
THESUPPLIER(DOTMAROREQUIVALENT)
PLASTICSHALLBEUVSTABILISEDANDRESISTANTTOWEATHERING
METALSHAFTSSHALLBEMACHINEDSMOOTH
ALLROLLERANDHINGESHAFTBOLTS,WASHERSANDNUTSSHALLBESTAINLESSSTEEL
2205(DUPLEXS31803)U.N.O
ALLROLLERINTERNALBEARINGSLEEVESHALLBEMADEOFSTAINLESSSTEEL2205
(DUPLEXS31803)
DL6.PONTOONDIMENSIONSTOACCOMMODATETWOVESSELSATBERTH(BOWTOBOW)
WITH5MCLEARANCE
STEEL
S1.WORKMANSHIPANDMATERIALSSHALLCOMPLYWITHAS4100ANDAS/NZS1554.
S2.PROVIDESTEELINACCORDANCEWITH:
AS1163GRADEC350FORRECTANGULARANDSQUAREHOLLOWSECTIONS,
AS1163GRADEC350FORCIRCULARHOLLOWSECTIONS
AS/NZS3678GRADE250FORPLATES
AS/NZS3679PART2,GRADE300FORWELDEDBEAMSANDWELDEDCOLUMNS,
AS/NZS3679PART1GRADE300ORBHPGRADE300PLUSFORUNIVERSALBEAMS,
UNIVERSALCOLUMNS,PARALLELFLANGECHANNELSANDANGLES.
S3.CARRYOUTWELDINGTOAS/NZS1554:ALLINTERFACESBETWEENSTEELSECTIONSTOBE
CONNECTEDWITH6mmCONTINUOUSFILLETWELDSALLROUND,BOTHSIDESUNO.
WELDSTOBESHOPWELDEDUNO.WELDSTOBECATEGORYSP.BUTTWELDSTOBEFULL
(COMPLETE)PENETRATIONUNO.
S4.ELECTRODESSHALLBELOWCARBONCLASSIFICATIONE48XX,PRE-APPROVEDTO
AS/NZS1554
S5.WELDINGSYMBOLSARETOAS1101.3."CFW"INDICATESCONTINUOUSFILLETWELD.
"FSBW"INDICATESFULLSTRENGTHBUTTWELDWHICHISEQUIVALENTTOCPBW.
"CPBW"INDICATESCOMPLETEPENETRATIONBUTTWELD.
S6.FORSITEWELDINGENSURESTEELISCLEANEDBACKTOWHITEMETALSURFACEAND
FREEOFDUST,WATER,GREEASE.OIL,CHEMICALS,ETC.WELDINGSHALLBEIN
ACCORDANCEWITHNOTESABOVE.TOUCHUPSURFACETREATMENTTOORIGINALORAS
SPECIFIED.
S7.PREPAREWORKSHOPDRAWINGS,CALCULATIONSetcANDSUBMITTHREECOPIESOF
EACHFORSUPERINTENDENT'SREVIEWOFGENERALCOMPLIANCEWITHDESIGN
CONCEPT.SHOPDRAWINGSTOSHOWRELEVANTDETAILSOFEACHASSEMBLY,
COMPONENTANDCONNECTION,TOGETHERWITHINFORMATIONRELATIVETO
FABRICATION,SURFACETREATMENTANDERECTION,INCLUDINGIDENTIFICATION,STEEL
TYPEANDGRADE,DIMENSIONSOFITEMS,REQUIREDCAMBER(WHEREAPPLICABLE),
LOCATION,TYPEANDSIZEOFWELDSORBOLTS,WELDCATEGORIESANDBOLTING
CATEGORIES,WELDPROCEDURES,SURFACEPREPARATIONMETHODSANDCOATING
SYSTEM,VENT/DRAINHOLESFORHOTDIPGALVANISING,PROPOSEDJOINTSINSTEEL
MEMBERS,etc.
S8.DONOTCOMMENCEFABRICATIONUNTILSHOPDRAWINGSANDCALCULATIONSHAVE
BEENREVIEWED.ALLOW14DAYSFORSUPERINTENDENT'SREVIEW.
SUPERINTENDENT'SREVIEWDOESNOTINCLUDECHECKINGOFDIMENSIONS,ANDDOES
NOTRELIEVECONTRACTOROFRESPONSIBILITYFORCOMPLIANCEWITHDRAWINGSAND
SPECIFICATIONS.
S9.AFTERCOMPLETIONOFFABRICATION,PREPARATIONFORSURFACETREATMENTTOBE:
GRINDSMOOTHROUGHWELDS,SHARPEDGES,BURRS,ARRISES,WELDSPLATTERAND
SLAG,etc.REMOVEGREASE,OILANDOTHERCONTAMINANTSTOAS1627.1.REMOVE
RUST,MILLSCALE,OXIDEDEPOSITS,OLDPAINTFILMS,etcBYABRASIVEBLAST
CLEANINGTOAS1627.4CLASS2½TO35MICRONSPROFILEHEIGHTORBYPOWERTOOL
CLEANINGTOAS1627.2CLASS2.REMOVEALLDUSTBYBRUSHINGORVACUUMCLEANING
.
CONCRETE
C1.WORKMANSHIPANDMATERIALSTOCOMPLYWITHAS3600ANDAS3610.
C2.QUALITYOFCONCRETEELEMENTSTOBEASFOLLOWS:
STRUCTURALELEMENTALLINSTUCONCRETE
EXPOSURECLASSIFICATIONC2
STRENGTHGRADE(MPa)S50
MAX.AGGREGATESIZE(mm):20
CEMENTTYPE:GP
MINIMUMCEMENTITIOUSCONTENT(kg/m3):415
MAXIMUMCEMENTITIOUSCONTENT(kg/m3):520
MAX.56DAYDRYINGSHRINKAGE600x10-6
CHLORIDEDIFFUSIONCOEFFICIENT,MAXLIMIT(m/s2):2.5x10-12
SUPPLEMENTARYCEMENTITIOUSMATERIAL20%OFCEMENTCONTENT
MAXIMUMWATER/CEMENTITIOUSRATIO0.38
C3.SUPPLEMENTARYCEMENTITIOUSMATERIALSSHALLBEFLYASH.
C4.ALLCONCRETECORNERSSHALLHAVEANOMINAL20mmCHAMFERU.N.O
C5.USECEMENTITIOUSMATERIALSLESSTHANSIXMONTHSOLD.USEBAGGEDCEMENTIN
ORDEROFRECEIPT.
C6.CONCRETEDENOTEDWITHSTRENGTHGRADEPREFIX'S'ISREQUIREDTOHAVEHIGH
DURABILITY.
DONOTUSEMETALINSERTSWITHINCOVERCONCRETE.
PLASTICORMILDSTEELBARCHAIRSSHALLNOTBEUSEDTOSUPPORTREINFORCEMENT
WITHINCONCRETECOVER.ONLYBARCHAIRSOFSTAINLESSSTEEL(316)ORPRECAST
CONCRETEBLOCKS(S50)SHALLBEUSED.ALLCONCRETEBLOCKSARETOBE
ROUGHENED.
DONOTALLOWCONCRETETOFALLVERTICALLYWHENPLACING,ORTOENTRAPAIRIN
ANYOTHERWAY.
PLACECONCRETEINLAYERSLESSTHAN300mmTHICKANDVIBRATEEACHLAYER
BEFOREPLACINGNEXT.
PREVENTEVAPORATIONOFWATERFROMCONCRETESURFACESIMMEDIATELYAFTER
LAYINGINACCORDANCEWITHTHESPECIFICATION.
C7.COVERMUSTNOTBELESSTHANSPECIFIED.PROVIDEMINIMUMCLEARCOVERTO
REINFORCEMENTASSHOWNBELOW,EXCEPTWHERESPECIFIEDOTHERWISE:
LOCATIONCOVER
(mm)
TOPANDBOTTOMOFSLABS65
TOP,BOTTOMANDSIDESOFBEAMS65
C8.PARCHEMZEMDRAINCONTROLLEDPERMEABILITYFORMWORKLINERSSHALLBEFIXED
TOTHEFACEOFALLVERTICALFORMWORK.FIXINGSHALLBEINACCORDANCEWITHTHE
MANUFACTURERSRECOMMENDATION.
C9.CONFIRMWITHARCHITECTALLSURFACEFINISHESOFEXPOSEDCONCRETEFACES.
C10.PROVIDEDRIPGROOVESINSOFFITOFBEAMSANDSLABSATEXTERNALPERIMETEROF
STRUCTURES.ENSURECOVERTOREINFORCEMENTISACHIEVED.
C11.BEAMSIZESAREDESIGNATEDDEPTH(INCLUDINGSLAB,IFANY)xWIDTH.PLACE
CONCRETEINSLABSATSAMETIMEASBEAMSINTEGRALWITHTHEM.SIZESOF
CONCRETEELEMENTSDONOTINCLUDETHICKNESSOFAPPLIEDFINISHES.
C12.MIXDESIGNSANDTHEPRODUCTIONANDTESTINGOFTRIALMIXESSHALLREQUIRETHE
APPROVALOFTHESUPERINTENDENTPRIORTOTHEUSEOFCONCRETEORGROUTON
SITE.
REINFORCEMENT
R1.SYMBOLSONDRAWINGSFORGRADEANDTYPEOFREINFORCEMENTAREASFOLLOWS:
-R:DENOTESSTRUCTURALGRADE250PLAINROUNDBARTOAS/NZS4671
-N:DENOTESHOTROLLEDGRADE500DEFORMED(RIBBED)BARDUCTILITYCLASSN
TOAS/NZS4671
R2.PROVIDEACRS(AUSTRALIANCERTIFICATIONAUTHORITYFORREINFORCINGSTEELLTD)
CERTIFICATIONOFCOMPLIANCEWITHAS/NZS4671FORALLREINFORCEMENT.PROVIDE
CERTIFICATIONOFCOMPLIANCEWITHAS1311FORALLPRESTRESSINGTENDONS.
R3.DONOTUSELOWDUCTILITYREINFORCEMENT(GRADEL)UNO.
R4.REINFORCEMENTTOBECLEAN,FREEOFLOOSEMILLSCALE,RUST,OIL,GREASE,MUDOR
OTHERMATERIALTHATMIGHTREDUCEBONDBETWEENREINFORCEMENTAND
CONCRETE.
R5.DESIGNATIONOFREINFORCEMENTBARSISASSHOWN:
eg.17N20-350EF
-17:DENOTESNoOFBARSINGROUP
-N:DENOTESBARGRADEANDDUCTILITYCLASS
-20:DENOTESNOMINALBARDIAMETERINmm
-350:DENOTESSPACINGINmm
-EF:DENOTESLOCATION
R6.FOLLOWINGABBREVIATIONSAPPLYTOLOCATIONOFREINFORCEMENT:
EW:EACHWAYFF:FARFACEBB:BOTTOMBOTTOM(LAIDFIRST)
EF:EACHFACEB:BOTTOMTT:TOPTOP(LAIDLAST)
NF:NEARFACET:TOPCP:CENTRALLYPLACED
R7.SECUREREINFORCEMENTINPOSITIONAGAINSTDISPLACEMENTANDMAINTAINSPECIFIED
CLEARCONCRETECOVERTOREINFORCEMENT(INCLUDINGFITMENTS)BYAPPROVED
CHAIRS,SPACERS,LIGATURESORTIESAT800mmMAXIMUMCENTRESEACHWAYUNO..
PROVIDEADEQUATESUPPORTTOPREVENTDISPLACEMENTOFREINFORCEMENTBY
WORKMENOREQUIPMENTDURINGCONCRETEPLACEMENT.
R8.SECURELYTIEREINFORCEMENTWITHWIRETIES.TURNENDSOFTIEWIRESINTO
CONCRETE,CLEAROFCOVERZONE.TIEBUNDLEDBARSTOGETHERAT30BARDIAMETER
CENTRES.
R9.SUPPORTREINFORCEMENTONPROPRIETARYCONCRETEORSTAINLESSSTEEL
SUPPORTSADEQUATETOWITHSTANDCONSTRUCTIONANDTRAFFICLOADSAND
MAINTAINDURABILITYOFFINISHEDCONCRETESTRUCTURE.
R10.ENSUREREINFORCEMENTCAGESAREELECTRICALLYCONTINUOUSUNO.
R11.DONOTPLACEORMOVEREINFORCEMENTDURINGORAFTERCONCRETEPLACEMENT.
R12.ENSUREEMBEDDEDITEMS(INSERTS,THREADEDSOCKETS,FERRULES,BOLTS,
DISSIMILARMETALITEMS,etc)INCOVERCONCRETEOREXPOSEDTOAIRARENOTIN
CONTACTWITHREINFORCEMENT.PROVIDEISOLATIONBETWEENDISSIMILARMETALS,
ANDBETWEENREINFORCEMENTANDEXPOSEDITEMS.EXCEPTFORDESIGNATEDCP
TESTPOINTS.
R13.SPLICEREINFORCEMENTONLYATLOCATIONSSHOWNONDRAWINGSORASAPPROVED
BYSUPERINTENDENT.STAGGERLAPSWHEREPOSSIBLE.LAPPEDSPLICELENGTHSTO
COMPLYWITHAS3600.CLEARSPACINGBETWEENLAPPEDSPLICEBARSTOBELESSTHAN
3TIMESBARDIAMETER.
R14.PERCUSSIONROTARYDRILLHOLESFORGROUTEDBARSANDTHREADEDRODS(NOTE:
COREDHOLESMUSTBEROUGHENED).HOLEDIAMETERANDINSTALLATIONTOBEIN
ACCORDANCEWITHMANUFACTURER'SRECOMMENDATIONS.EMBEDMENTLENGTHSAS
PERDRAWINGS.
ALUMINIUM
A1.ALLWORKMANSHIPANDMATERIALSSHALLBEINACCORDANCEWITHAS1664.1AND
AS1665.
A2.ALUMINIUMEXTRUSIONSSHALLBEMARINEGRADETYPE6082OR6061,TEMPERT6.
A3.ALLALUMINIUMMEMBERSSHALLBESEPARATEDFROMCONTACTWITHADISSIMILIAR
MATERIAL(STEEL,STAINLESSSTEEL,CONCRETE).THEFACEOFCONTACTWITHTHE
ALUMINIUMSHALLBESEPERATEDWITHAUHMWPEPAD.THEUHMWPESHALLBEHEAVY
DUTY,MARINEGRADEANDUVSTABILISED.
A4.ALLBOLTS,NUTSANDWASHERSTHROUGHALLUMINIUMSHALLBESTAINLESSSTEEL316
A4CLASS70U.N.OINACCORDANCEWITHAS4673.
A5.ALLBOLTSTHROUGHALLUMINIUMSHALLBEINSULATEDWITHA1mmTHICKUHMWPE
SLEEVEONBOLTSHANKAND3mmTHICKUHMWPEWASHERSUNDERHEAD&NUT.THE
UHMWPESHALLBEHEAVYDUTY,MARINEGRADEANDUVSTABILISED.
A6.ALLALUMINIUMWELDINGSHALLBEINACCORDANCEWITHAS1665.
ALLWELDINGSHALLBEWELDCATEGORYB.
ALLFILLERMATERIALSHALLBEALLOY5556INACCORDANCEWITHAS2717.2
ALLALUMINIUMWELDSSHALLBE"FSBW"FULLSTRENGTHBUTTWELDWHICHIS
EQUIVALENTTOA"CPBW"COMPLETEPENETRATIONBUTTWELD.
STAINLESSSTEEL
SS1.ALLWORKMANSHIPANDMATERIALSSHALLBEINACCORDANCEWITHAS4673.
SS2.ALLSTRUCTURALSTAINLESSSTEELSHALLBEGRADE316STAINLESSSTEELIN
ACCORDANCEWITHAS4673(COLD-FORMEDSTAINLESSSTRUCTURES)ANDAS1554.6
(WELDINGCODE)U.N.O.STAINLESSSTEELTOHAVEHRAPSURFACEFINISHOR
STAINLESSSTEELTOBEPOLISHEDTOASURFACEROUGHNESS(Ra)OFLESSTHAN0.5
MICRONS.WELDSTOBEPOLISHEDTOMATCHADJACENTSTAINLESSSTEEL
ROUGHNESSANDAPPEARANCE.
SS3.FABRICATESTAINLESSSTEELINWORKSHOPAREASSEGREGATEDFROMCARBON
STEELFABRICATIONAREAS.USETOOLSDEDICATEDTOSTAINLESSSTEELFABRICATION.
WIREBRUSHESANDWIREWOOLUSEDINFABRICATIONOFSTAINLESSSTEELTOBE
STAINLESSSTEELORCLEANINERTMATERIALS.
SS4.ALLWELDSSHALLBE6mmCATEGORY1AGRADE2SURFACEFINISHCONTINUOUS
FILLETWELDSTOAS/NZS1554.6.SURFACEFINISHTOBECLEANEDBYBUFFINGOR
POLISHINGOFWELDANDADJACENTAREAS.UNLESSNOTEDOTHERWISE.ALLWELDSTO
HAVESTAINLESSSTEELELECTRODESTOSUIT316STAINLESSSTEEL.WELDEDAREAS
TOBEPASSIVATEDBYACIDPICKLING.
SS5.ALLSTAINLESSSTEELMEMEBERSSHALLBESEPARATEDFROMCONTACTWITHA
DISSIMILIARMATERIAL(STEEL,ALUMINIUM).THEFACEOFCONTACTWITHTHE
ALUMINIUMSHALLBESEPERATEDWITHAUHMWPEPAD.THEUHMWPESHALLBEHEAVY
DUTY,MARINEGRADEANDUVSTABILISED.
SS6.ALLBOLTS,NUTSANDWASHERSSHALLBESTAINLESSSTEEL316A4CLASS70
U.N.OINACCORDANCEWITHAS4673.
SS7.NUTSANDBOLTSSHALLCOMPLYWITHISO3506IDENTIFICATIONSOR,IFNOTSO
MARKED,SHALLBEPROVIDEDWITHMILLORNATACERTIFIEDTESTRESULTS
CONFIRMINGGRADESTRENGTH.
SS8.BOLTSSHALLHAVEROLLEDTHREADS.THENUTSANDWASHERSSHALLBE
ELECTROPOLISHEDORPASSIVATEDINNITRICACID.
SS9.ALLBOLTSTHROUGHDISSIMILIARMETALS(STEEL,ALUMINIUM)SHALLBE
INSULATEDWITHA1mmTHICKUHMWPESLEEVEONBOLTSHANKAND3mmTHICK
UHMWPEWASHERSUNDERHEAD&NUT.THEUHMWPESHALLBEHEAVYDUTY,MARINE
GRADEANDUVSTABILISED.
SS10.WELDSJOININGSTAINLESSSTEELTOCARBONSTEELSHALLUSEHIGHALLOY
ELECTRODESTOAVOIDWELDPOOLDILUTION.
SS11.THREADSOFSSBOLTSSHALLBECOATEDWITHNICKELBASEDGREASEANTI-SIEZE
LUBRICANTBEFOREASSEMBLY.
STEELPILES
SP1.ALLSTEELTUBEPILESARETOBEPROVIDEDBYTHECONTRACTOR.
SP2.BONDBARSSHALLBEWELDEDTOTHEINSIDEOFPILESUSINGGRADEE48
ELECTRODES.
SP3.ALLREINFORCINGBONDBARSSHALLBEGRADED500NINACCORDANCEWITH
AS/NZS4671.
SP4.ALLBONDBARSSHALLBECOLDBENTONAø400MANDRELINACCORDANCEWITH
AS3600.THEUSEOFHEATTOBENDANYGRADED500NBARSWILLNOTBEPERMITTED
WITHOUTPRIORAPPROVALOFTHESUPERINTENDENT.
SP5.FORPILEHEADTREATMENT/PROTECTIONREFERTOTHESPECIFICATION.
SP6.ALLPILESSHALLHAVEPROTECTIVECOATINGSAPPLIEDINACCORDANCEWITH
THESPECIFICATION.
SP7.ALLPILESSHALLBEDRIVENTO±100mmOFTHENOMINATEDHORIZONTAL
POSITION.
SP8.ROTATEHORIZONTALLEGOFPILEBONDBARSIFREQUIREDTOAVOIDCLASHES.
MAINTAINSPACINGOFBONDBARSASDETAILEDONDRAWINGS.
SP9.CATHODICPROTECTIONTOBEPROVIDEDTOALLPILES.
Level4,201CharlotteStBrisbaneQLD4000Australia
GPOBox668BrisbaneQLD4001
T61733163000F61733163333
Ebnemail@ghd.com.auWwww.ghd.com.auNoRevisionNote:*indicatessignaturesonoriginalissueofdrawingorlastrevisionofdrawingDrawnCheckedApprovedDate
ConditionsofUse.
Thisdocumentmayonlybeusedby
GHD'sclient(andanyotherpersonwho
GHDhasagreedcanusethisdocument)
forthepurposeforwhichitwasprepared
andmustnotbeusedbyanyother
personorforanyotherpurpose.Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DONOTSCALEClient
Project
Title
OriginalSize
A1DrawingNo:Rev:
ThisDrawingmustnotbe
usedforConstructionunless
signedasApproved
PlotDate:CadFileNo:
Client:
9/08/20102:14:38PMC:DocumentsandSettingsdwatsonMyDocuments41-22853-NORTHSHOREHAMILTON
CITYTERMINAL-PONTOON-LINK-CENTRAL_dwatson.rvt
41-22853-M0010
B.GILESA.PIETROBON
M.MOHR*B.GILES*
G.RANGER*
25.08.10

45. -5.50
-5.00
-4.50
-4.00
-3.50
-3.00
-2.50
-2.00
-1.50
-1.00
-0.50
-0.00
0.50
1.00
1.50
2.00
E 58260.005
N 161451.448
P14
E 58274.871
N 161454.674
E 58279.987
N 161453.328
P10 P11 P13P12
E 58288.575
N 161451.069
E 58293.691
N 161449.723
E 58304.942
N 161439.625
P15
E 58294.985
N 161471.659
E 58298.466
N 161470.743
P6 P7 P8 P9
P2 P3 P4 P5
E 58299.985
N 161476.514
OPEN TOP OF GABIONS AND ATTEMPT TO
DRIVE PILE THROUGH. ALTERNATIVELY
REMOVE GABION ROCK LOCALLY.
E 58289.540
N 161479.262
E 58288.022
N 161473.491
E 58291.503
N 161472.575
E 58293.022
N 161478.346
E 58296.503
N 161477.430
P1
E 58292.795
N 161484.558
NOTES
1. FOR MARINE NOTES REFER DRG. 41-22853-M001.
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). ALL
COORDINATES ARE TO BCSG.
3. ALL PILE ORIENTATIONS SHALL BE BASED ON CLOCKWISE
ROTATION FROM THE NORTH POINT.
4. UNLESS NOTED OTHERWISE ALL PILES SHALL BE GRADE 350
STEEL AND PAINTED TO 1m BELOW BED LEVEL IN
ACCORDANCE WITH SPECIFICATION.
5. ALL PILES SHALL BE VERTICAL.
6. REQUIRED ULTIMATE GEOTECHNICAL CAPACITIES HAVE
BEEN CALCULATED USING g = 0.4
7. PILE P1 SHALL BE CUT-OFF TO MATCH WALKWAY SLOPE.
8. THE MANUFACTURE, HANDLING AND INSTALLATION OF
PRECAST PRESTRESSED CONCRETE PILES SHALL BE IN
ACCORDANCE WITH MAIN ROADS SPECIFICATIONS MRTS73,
MRTS65 & MRTS70.
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
8/12/2010 10:09:23 AM C:Ian's FilesRevit Projects41-22853-NORTHSHORE HAMILTON CITY TERMINAL- SITE &
WAITING AREA - CENTRAL -2011_imorrison2.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M100
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
PILE SETOUT PLAN & SCHEDULE
41-22853
25.08.10
M. MOHR*
I.M.M. J.K.* G.R.*
TZH JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 08.12.10
SCALE 1 : 100
PILE SETOUT PLAN
0
SCALE 1: AT ORIGINAL SIZE
1000 2000 3000 4000 5000mm
100
PSC: DENOTES PRESTRESSED OCTAGONAL PILES AS PER MAIN ROADS DRAWING 1500.
PILE
No.
PILE TYPE PILE
DIAMETER
(mm)
WALL
THICKNESS
(mm)
CUT OFF
LEVEL (m)
EST. TOE
LEVEL (m)
EST. BED
LEVEL (m)
FENDER
ORIENTATION
(REFER NOTE 3)
SLIDE MOORING
ORIENTATION
(REFER NOTE 3)
ANODED
PER PILE
REQUIRED ULTIMATE
GEOTECHNICAL CAPACITY
COMP.
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
P15
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TYPE A
TYPE B
TYPE B
TYPE B
TYPE B
TYPE C
TYPE C 457
457
800
800
800
800
550
550
550
550
550
550
550
550TYPE A PSC
PSC
PSC
PSC
PSC
PSC
PSC
PSC
16.0
16.0
16.0
16.0
12.7
12.7
-23.0
-20.0
-23.0
-23.0
-23.0
-23.0
-23.0
-23.0
-23.0
-20.0
-20.0
-20.0
-18.5
-18.5
1.350
1.350
1.350
1.350
P1 550TYPE A PSC -23.02.096
1.150
1.150
1.350
1.350
4.000
4.000
4.000
4.000
4.000
4.000 -5.3
-7.2
-5.7
-6
-6.4
-6.7
-1.3
-1.4
-1.4
-1.5
-1.5
-0.5
-0.5
-0.5
-0.5
197
197
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
285
105
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1
1
2
2
2
2
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A 1250 kN
1250 kN
1250 kN
1250 kN
1250 kN
1250 kN
1250 kN
1250 kN
1250 kN
1m INTO SILTSTONE
1m INTO SILTSTONE
1m INTO SILTSTONE
1m INTO SILTSTONE
N/A
N/A
PILE SCHEDULE

46. NOTES
1. FOR MARINE NOTES REFER DRG. 41-22853-M001.
2. ALL PILES SHALL BE PAINTED AS PER THE SPECIFICATION DOWN TO 1m BELOW BED LEVEL.
3. ALL PILES SHALL HAVE ZINC ANODES UNO. REFER TO PILE SCHEDULE, DRG. 41-22853-M103 & SPECIFICATION.
800 x 16 TUBE
GRADE 350
TYPICAL PILE DETAIL TYPE B
SCALE 1:10
TYPICAL PILE DETAIL TYPE C
SCALE 1:10
TYPICAL PILE DETAIL TYPE A
SCALE 1:10
REFER TO MAIN ROADS DRAWING 1500 FOR DETAILS
NOTES:
1. REFER TO SCHEDULE FOR FENDERS' ORIENTATION
457 x 12.7 CHS
GRADE 350
FENDER ORIENTATION.
REFER DRG No. M100.
3mm NEOPRENE
STRIP (IRHD = 60)
100 x 10 PL
ID = 467mm
FENDERS FOR TYPE C
90°
35
N
219 x 8.2 CHS
GRADE 350
MOORING RING DN45
ROUND BAR GRADE
350, 320 ID, 410 OD
SLIDE ORIENTATION, REFER
DRG No. M100
30
20 PLATE, 8 CFW BOTH SIDES TYP.
MOORING RING ROPE CLEAT
20Ø HOLE, GRIND SMOOTH
600
550 PRESTRESSED
CONCRETE PILE.
16 STRANDS ON 400
PCD
PILE CUT OFF LEVEL
TYPE B TYPE C
PILECL PILECL
PILE TOE LEVEL VARIES
TYPE A
LAT -1.24m AHD
RL 0.00m AHD
MLWN -0.43m AHD
MHWS 1.06 AHD
HAT 1.65 AHD
PILE CUT OFF
LEVEL VARIES
PILECL
PE, PVC OR GRP CAP1 PE, PVC OR GRP CAP1
FENDER CLAMPS (TYP.)
4 PLACES
TOP OF FENDER
CUT OFF LEVEL
RL 3.5m AHD
WEAR PLATE. REFER DRG.
41-22853-M403
TOP OF SLIDE LEVEL
MOORING RING
RETRIEVAL ROPE
Ø10 NYLON
BTM. OF SLIDE LEVEL RL -0.35
PLATE SIMILAR
TO TOP PLATE
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
8/12/2010 10:10:12 AM C:Ian's FilesRevit Projects41-22853-NORTHSHORE HAMILTON CITY TERMINAL- SITE &
WAITING AREA - CENTRAL -2011_imorrison2.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M101
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
PILE ELEVATIONS
41-22853
25.08.10
M. MOHR*
I.M.M. J.K.* G.R.*
TZH JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 08.12.10
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10

47. NOTES
1. FOR MARINE NOTES REFER DRG. 41-22853-M001.
2. ALL PILES SHALL BE PAINTED AS PER THE SPECIFICATION DOWN TO 1m BELOW BED LEVEL.
3. ALL PILES SHALL HAVE ZINC ANODES UNO. REFER TO PILE SCHEDULE, DRG. 41-22853-M103 & SPECIFICATION.
90mm
NOM.
M12 SS THREADED STUDS
WELDED TO STEEL PLATE
100 x 10 PLATE
TRELLEBORG HD-PE SLIDING
FENDER 80 x 60 x 4700 LONG
RECESS AS PER
MANUFACTURER'S
RECOMMENDATIONS
CL
CL
6 STUD WELD TO
PLATE
25 THICK PLATE
FSBW
PILE
PILE SHOE
500
5
30°
INSIDE FACE
PILE WALL
75 x 5 PLATE
BACKING RING
6 CFW
FSBW
CL REINFORCEMENT NOT SHOWN FOR CLARITY
CONCRETE BEAM
PILE CUT OFF LEVEL
PILE TYPE A
CUT BARS AND STRANDS TO
ACHIEVE COVER REQUIREMENT.
610
8-N24 BOND BARS (388 PCD).
CL
REINFORCEMENT NOT
SHOWN FOR CLARITY
CONCRETE SLAB
150 ID
PILE TYPE A
PILE CUT OFF LEVEL
50
TOTAL LENGTH OF EMBEDDED
STRAND 700 LONG. TIE TO TOP
LAYER OF REINFORCEMENT.
CL
REINFORCEMENT NOT SHOWN FOR CLARITY
CONCRETE BEAM
PILE CUT OFF LEVEL
PILE TYPE A
8-N24 BARS (388 PCD)
50355
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
8/12/2010 10:10:55 AM C:Ian's FilesRevit Projects41-22853-NORTHSHORE HAMILTON CITY TERMINAL- SITE &
WAITING AREA - CENTRAL -2011_imorrison2.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M102
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
PILE DETAILS
41-22853
25.08.10
M. MOHR*
I.M.M. J.K.* G.R.*
TZH JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 08.12.10
SCALE 1 : 2
TYPICAL FENDER CONNECTION DETAIL
SCALE 1 : 10
PILE TYPE B SHOE DETAIL
SCALE 1 : 2
PILE SPLICE DETAIL
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5
SCALE 1 : 10
PILE P2 - P5 BOND BAR ELEVATION
SCALE 1 : 10
PILE P1 BOND BAR ELEVATION
SCALE 1 : 10
PILE P6 - P9 BOND BAR ELEVATION

48. PILE B & C
TYPICAL PILE PLAN
75
130
LAT -1.24m AHD
10001500
1200
TYPICAL PILE ELEVATION
M12 x 75 S.S 316 STUDS
WELDED TO PILE
ZINC SACRIFICIAL ANODE WITH
A MIN ALLOY MASS OF 80 KG.
REFER TO PILE SCHEDULE FOR NUMBER
REQUIRED PER PILE
TYPICAL ANODE ELEVATION
FIX WITH TOOTHED WASHER
AGAINST ANODE INSERT
65 x 8 MS FLAT
WITH SLOTTED
VERTICAL HOLE TO
SUIT M12 STUD
PAINT BACK OF ANODE
IN ACCORDANCE WITH
SPECIFICATION
NOTES MOUNTING FACE OF ANODE TO BE PAINTED AS PER THE PILE PAINTING SPECIFICATION
N
NOTES
1. FOR MARINE NOTES REFER DRG. 41-22853-M001.
2. REFER TO DRG. 41-22853-M100 FOR REQUIRED No. OF ANODES PER PILE.
3. APPLY PROTECTIVE COATING TO THE BACK OF THE ANODE IN ACCORDANCE WITH THE SPECIFICATION.
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
8/12/2010 10:11:26 AM C:Ian's FilesRevit Projects41-22853-NORTHSHORE HAMILTON CITY TERMINAL- SITE &
WAITING AREA - CENTRAL -2011_imorrison2.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M103
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
PILE CATHODIC PROTECTION DETAILS
41-22853
25.08.10
M. MOHR*
I.M.M. J.K.* G.R.*
TZH JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 08.12.10
SCALE 1 : 20
CP DETAILS OF PILES B & C
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10

49. 1 2 3 4 5
A
C
B
B1B1
B2
156
6544350280
600 3600 3600 3600 2300 900
1
M202
B1
156144
6400
50
300280
A
M202
700 2200 700
300
150
150
INDICATIVE CABLE TRAY LAYOUT. REFER ELECTRICAL
DRAWINGS. PROVIDE S.S 316 FERRULES TO SOFFIT OF
WAITING AREA & FIXED WALKWAY TO SUIT CABLE TRAY
CL
829
B
M202
CL
99
SLAB PENETRATIONS TYP.
REFER ARCHITECTURAL
DRAWINGS
FB1
FB1
C
M202
CJ
300
FB1
ISOLATION JOINT
B3
400
630
B1
SLAB RECESSES. REFER STRUCTURAL DRG.
41-22853-S102 FOR DETAILS
FB1
FB1
225225225225
NOTES
1. REFER TO DRG. 41-22853-M001 FOR MARINE NOTES
2. REFER TO ARCHITECTURAL DRAWINGS FOR STEPS, FALLS, PENETRATIONS AND SETOUT
3. REFER TO DRG. 41-22853-M100 FOR PILE SCHEDULE & SETOUT PLAN
4.
5.
PARCHEM ZEMDRAIN CONTROLLED PERMEABILITY FORMWORK LINERS SHALL BE FIXED
TO THE FACE OF ALL VERTICAL FORMWORK FOR CONCRETE POURS. FIXING SHALL BE
MADE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION
LEGEND
DENOTES 225 THICK STRUCTURAL SLAB225
DENOTES CONTRACTION JOINT. REFER DRG. 41-22853-M202 FOR DETAILSCJ
REFER TO DRG. 41-22853-S102 FOR COLUMN BASE PLATE & CAST IN BOLT DETAILS.
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
8/12/2010 10:21:25 AM C:Ian's FilesRevit Projects41-22853-NORTHSHORE HAMILTON CITY TERMINAL- SITE &
WAITING AREA - CENTRAL -2011_imorrison2.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M200
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
SLAB PLAN
41-22853
25.08.10
M. MOHR*
I.M.M. J.K.* G.R.*
TZH JK* GR*
WAITING AREA
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 08.12.10
SCALE 1 : 50
SLAB PLAN
WAITING AREA BEAM SCHEDULE
MARK WIDTH DEPTH
B1 800 725
B2 905 1000
B3 300 450
FB1 350 400
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50

50. NOTES
1. REFER TO DRG. 41-22853-M001 FOR MARINE NOTES
2. REFER TO ARCHITECTURAL DRAWINGS FOR STEPS, FALLS, PENETRATIONS AND SETOUT
3. REFER TO DRG. 41-22853-M100 FOR PILE SCHEDULE & SETOUT PLAN
4. ALL PILES SHALL BE MADE ELECTRICALLY CONTINUOUS BY WELDING TOGETHER
REINFORCEMENT SPECIFIED ON PLAN
5. PARCHEM ZEMDRAIN CONTROLLED PERMEABILITY FORMWORK LINERS SHALL BE FIXED
TO THE FACE OF ALL VERTICAL FORMWORK FOR CONCRETE POURS. FIXING SHALL BE
MADE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION
6. REFER TO DRG. 41-22853-S102 FOR COLUMN BASE PLATE & CAST IN BOLT DETAILS.
1 2 3 4 5
A
C
B
N16-200
LAY3rd
N16-200
LAY2nd
N20-200 T
LAY4th
N16-200 B
LAY1st
N16-200
LAY4th
N20-200
LAY1st
N16-200
LAY3rd
N16-200
LAY2nd
B
M202
C
M202
N16-200 T
LAY4th
TYP.
800 LAP
CJ
DISPLACE BARS LOCALLYAT SLAB
PENETRATIONS. MAINTAIN COVER
FOR TYPICAL RAMP SLAB & WALL
REINFORCEMENT REFER DRG.
41-22853-M202 FOR DETAILS
1-N16 B
LAY2nd
1-N16 T
LAY3rd
N24-200 T 1000 WIDE STRIP
LAY4th
N24-200 T 1000 WIDE STRIP
LAY4th
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
8/12/2010 10:21:08 AM C:Ian's FilesRevit Projects41-22853-NORTHSHORE HAMILTON CITY TERMINAL- SITE &
WAITING AREA - CENTRAL -2011_imorrison2.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M201
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
SLAB REINFORCEMENT PLAN
41-22853
25.08.10
M. MOHR*
I.M.M. J.K.* G.R.*
TZH JK* GR*
WAITING AREA
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 08.12.10
SCALE 1 : 50
SLAB REINFORCEMENT PLAN
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50

51. 1 2
C
B
1B
M202
1A
M202
200 700 200 1300 1300
300
50
280
630
GANGWAY
CL
B1
10 11
BOTTOM PIN COMPONENT.
REFER DRG. 41-22853-M301
FOR DETAILS
1C
M202
RECESS FOR HINGE PLATE
REFER DRG. 41-22853-M301
FOR DETAILS
7 - N28 T & B
B2
COG BARS AT END OF BEAM
GANGWAY HINGE WITH CAST
IN M24 BOLTS. REFER DRG.
41-22853-M301 FOR DETAILS
445555
N12 - 300 EF
N12 LIGS - 300
1% FALL
HEADSTOCK
N16 - 200 EW
N16 - 200 EF
N12 LIGS - 300
1 2
B1
B2
B1 REINFORCEMENT NOT
SHOWN FOR CLARITY
7 - N28 T & B
2940
N12 LIGS - 300 IN PAIRS TOP EDGE OF B1 SHALL BE
700 WIDE TO ALLOW FOR
GANGWAY CONNECTION.
100
700100
3
B1
N12 - 200
6 - N28 B
N12 LIGS - 300
N16 - 200 EW
N16 - 200 EW
N12 LIGS - 300
UNO6-N28 T
A CB
B1
M202
6 - N20 'L' BARS
N 12 LIGS-3 00INPAIRS
N12 LIGS - 300 IN PAIRS
B1
6 - N28 B
REFER TYPICAL PILE
REINFORCEMENT DETAILS
TYP.
250
1% FALL
HEADSTOCK
3 - N16 'U' BARS
75 THK. TOPPING SLAB.
REFER ARCH. TYP.
N16 - 200
N16 - 200
10mm ABLEFLEX FOAM
FILLER WITH 10x10
APPROVED SEALANT
N16 - 200
N20 - 200
REFER TYPICAL PILE
REINFORCEMENT DETAILS
GAP FILLER SHALL BE
SUPPORTED AT
UNDERSIDE OF SLAB
A
DRAIN. REFER
ARCHITECTURAL DRAWINGS
10x10 THIOFLEX SEALANT.
FILL WITH ABLEFLEX OR
APPROVED EQUIVALENT
DANLEYREBOX 250x50
SPECIAL ORDER S.S 316 WITH
S.S 316 N16 BARS AT 200 CRS.
2000 LONG CENTRAL.
50
CL
250
B3
2 - N24 B
R10 - 200
1 - N16
1 - N32
NOTE: BEAM SECTION AT DRAIN LOCATION ONLY.
LAP BARS WITH TYPICAL BEAM SECTION
600
TOPPING SLAB. REFER
ARCHITECTURAL DRAWINGS
75
N16 - 400 EW
CENTRAL TYP.
N16 STARTER BARS
400 CRS TYP.
LAP 600
3-N16 T & B
R6 LIGS - 500
TYP.
VAPOUR BARRIER
FB1 FB1
50 BEDDING
SAND
N16 - 200 EW
TOP
SPOON DRAIN, REFER
ARCHITECTURAL
DRAWINGS. DISPLACE
REINFORCEMENT TO
MAINTAIN COVER
CORE FILLED SPECIALTY
BLOCKS TO ARCH. DETAILS.
A
N12 LIGS - 300
1 - N16 SIDE
2 - N24 B N16 - 200 EW
N20 - 200 UNO
B3
2 - N32 T
75225
TYP
310
DANLEY CORRIOSION FREE GLASS
REINFORCED DOWEL JOINT SYSTEM.
INSTALL AS PER MANUFACTURER'S
SPECIFICATION.
7 - N28 T & B
6 - N28 B
B1
5 - N20N12 LIGS - 3006 - N28 T
NOTES
1. REFER TO DRG. 41-22853-M200 FOR GENERAL NOTES
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
8/12/2010 10:20:06 AM C:Ian's FilesRevit Projects41-22853-NORTHSHORE HAMILTON CITY TERMINAL- SITE &
WAITING AREA - CENTRAL -2011_imorrison2.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M202
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
SLAB SECTIONS & DETAILS
41-22853
25.08.10
M. MOHR*
I.M.M. J.K.* G.R.*
TZH JK* GR*
WAITING AREA
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 08.12.10
SCALE 1 : 20M200
1 DETAIL
SCALE 1 : 20M202
SECTION1B
SCALE 1 : 20M202
SECTION1A
0
SCALE 1: AT ORIGINAL SIZE
200 400 600 800 1000mm
20
SCALE 1 : 20M202
SECTIONB1
SCALE 1 : 20M200
SECTIONB
SCALE 1 : 20M200
SECTIONA
WAITING AREA BEAM SCHEDULE
MARK WIDTH DEPTH
B1 800 725
B2 905 1000
B3 300 450
FB1 350 400
SCALE 1 : 20
TYPICAL RAMP SECTION
SCALE 1 : 20M200
SECTIONC
SCALE 1 : 20
CJ TYPICAL DETAIL
SCALE 1 : 20M202
SECTION1C

52. 11
10
DA
DA
DA
DA
DA
DA
DA
FB
FB
FB
FB
FB
FB
FB
FB
BC
BC
2300 2300 2300 2300 2300 2300 2300 2300 2300 2300
HINGE END
(WAITING AREA)
ROLLER END
(PONTOON )
DA3
DA3
DA3
DA3
A
M300
DA
FB
2600
FB
FB
TC
BC
V1
1200
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
DA2 DA DA DA DA DA DA DA DA DA2
1
M300
ROLLER END
(PONTOON )
HINGE END
(WAITING AREA)
TC
BC
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
DA DA DA DA DA DA DA DA DA2DA2
ROLLER END
(PONTOON )
HINGE END
(WAITING AREA )
1110
TC
FJ FJ FJ
REFER TO DRG. 41-22853-A210 FOR ROOFING.
ROOFING SHALL BE FIXED TO P1 IN
ACCORDANCE WITH MANUFACTURER'S
SPECIFICATION.
600 WIDE S.S 316 EZYSTRUT ET3 CABLE TRAY
(OR EQUIVALENT). FIX IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS. ALL
FIXINGS SHALL BE S.S 316. DISSIMILAR
METALS SHALL BE SEPARATED IN
ACCORDANCE WITH SPECIFICATION.
WEB FORGE ALUMINIUM FLOOR GRATING E255 APM WITH
3mm THICK ALUMINIUM WEB PLATE.
WELD FLOOR GRATING TO FJ
PROVIDE COMCORK AQUA DECK SURFACE BETWEEN
HANDRAILS FIXED TO MANUFACTURER SPECIFICATION
5 CAP
4 CFW ALL
ROUND
V1
A1
6 CFW R1
TO A1
V1
BALUSTRADE RAILS TO ARCHITECTS SPECIFICATION.
REFER ARCHITECT
DRAWINGS
2600
MITRE CONNECTION
FSBW
10 THICK CLEAT PLATES. 6 CFW TO
V1 & TC AT 2300 CRS TYP. 75 EA'S
SHALL BE WELDED TO TC, REFER TO
DRG. 41-22853-A240 FOR FURTHER
SETOUT.
16 CAP PLATE FSBW ALL
AROUND
16 CAP PLATE
FSBW ALL
AROUND
ALL WELDS TO BE FSBW U.N.O
NOTES:
1.
BC NOT SHOWN IN TYPICAL SECTION FOR CLARITY2.
CLCL
1200
EDGE FJ TO BE POSITIONED
UNDER HANDRAIL
CL CL CL CL
EQEQEQ
ISOLATE HANDRAIL FROM ALUMINIUM FLOORING.
FB
6 CFW FJ TO FB
REFER DETAIL 3 ON 41-22853-A240 FOR
HANDRAIL LATERAL SUPPORT DETAILS.
TC
FJ
V1 RUNS CONTINUOUS (A1 TO FB)
2700
10 THICK CLEAT PLATE AT
2300 CRS. 6 CFW TYP.
P1
P1
P1
P1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
ROLLER END
(PONTOON )
HINGE END
(WAITING AREA)
1. REFER TO DRG. 41-22853-M001 FOR MARINE NOTES
NOTES
2. ALL PFC SECTIONS CALLED UP AS DUAL SECTIONS SHALL BE
FSBW TOGETHER ALONG FLANGES TO FORM A BOX SECTION.
3. ALUMINIUM ALLOY 6082 T6 MAYBE SUBSTITUTED WITH ALLOY
6061 T6.
DA3
FB
V1
10 CLEAT PLATE FOR
FIXING OF S.S PANELS
MITRE JOINT
FSBW
DA2
TC
BC
16 CAP PLATE FSBW
ALL AROUND
FB
11
10
B
M300
ACCESS HATCH. REFER
ARCHITECTURAL DRAWINGS
ACCESS HATCH. REFER
ARCHITECTURAL DRAWINGS
CL
700 970
CL
970 700
FJFJ FJ
HINGE & ALUMINIUM FRAME BY
WEBFORGE 6 CFW TO FJ
700 OPENING
635 CLEAR OPENING
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
8/12/2010 10:24:36 AM C:Ian's FilesRevit Projects41-22853-NORTHSHORE HAMILTON CITY TERMINAL-
GANGWAY - LINK - CENTRAL -2011_imorrison2.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M300
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
FRAMING PLANS & SECTION
41-22853
25.08.10
M. MOHR*
I.M.M. J.K.* G.R.*
TZH JK* GR*
GANGWAY
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 08.12.10
SCALE 1 : 100
BOTTOM CHORD PLAN
SCALE 1 : 100
LOW FRAME ELEVATION
SCALE 1 : 100
HIGH FRAME ELEVATION
SCALE 1 : 10
TYPICAL FRAMING SECTION
STRUCTURAL FRAMING SCHEDULE
MARK DESCRIPTION MEMBER MATERIAL ALLOY TEMPER
A1 AWNING 2/150x75x16 PFC ALUMINIUM 6082 T6
BC BOTTOM CHORD 2/150x75x16 PFC ALUMINIUM 6082 T6
DA DIAGONAL 150x100x5 RHS ALUMINIUM 6082 T6
DA2 DIAGONAL 2/150x75x8 PFC ALUMINIUM 6082 T6
DA3 DIAGONAL 100x6 SHS ALUMINIUM 6082 T6
FB FLOOR BEARER 2/150x75x16 PFC ALUMINIUM 6082 T6
FJ FLOOR JOIST 125x65x8 PFC ALUMINIUM 6082 T6
P1 PURLIN 100x50x3 RHS ALUMINIUM 6082 T6
TC TOP CHORD 2/150x75x16 PFC ALUMINIUM 6082 T6
V1 VERTICAL 2/150x75x16 PFC ALUMINIUM 6082 T6
0
SCALE 1: AT ORIGINAL SIZE
1000 2000 3000 4000 5000mm
100
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
SCALE 1 : 100
ROOF FRAMING PLAN
SCALE 1 : 5M300
SECTIONA
SCALE 1 : 5M300
1 DETAIL
PERSPECTIVE VIEW
SCALE 1 : 100
HATCH PLAN
SCALE 1 : 10M300
SECTIONB

53. 13025140
25 160 25
210
6070258060
EQ 55 55 EQ
190
2-26Ø HOLES
43 LONG x 38Ø
SLOTTED HOLE
25 35 25
25 35 25 35 25
257060
25130
50 250 50 50 250 50
25 PLATE
R 200
38Ø HOLE
BOTTOM PIN COMPONENT
TOP PIN COMPONENT
25 PLATE
4-26Øx40 LONG SLOTTED HOLES
25 PLATE
FSBW
R 200
TOP & BOTTOM HINGES SHALL BE MANUFACTURED IN SETS AND CHECKED FOR FIT BEFORE INSTALLATION
25 PLATE
NOTES:
1.
4.5 THICK 60Ø UHMW/PE WASHER (OR EQUIVALENT) SHALL BE INSTALLED BETWEEN MOVING PLATES.2.
3.
80 190 80
EQ EQ
ALL PLATE SHALL BE S.S 316 OR 316L.
FRONT ELEVATION SIDE ELEVATION
FRONT ELEVATION SIDE ELEVATION
SINGLE BEVEL BUTT WELD
PLATES FROM OUTSIDE
SINGLE BEVEL BUTT
WELD PLATE FROM
OUTSIDE
SINGLE BEVEL BUTT
WELD PLATE FROM
OUTSIDE
FSBW
19.05Ø S.S 316 ROD WITH 36Ø x 3 THICK END PLATE. 3 CFW ALL AROUND AND GRIND
FLUSH. MACHINE ROD AS REQUIRED TO ACCOMMODATE SMOOTH ROTATION IN TUBE
36 O.D, 20 I.D S.S. 316 TUBE
3 CFW TO PLATE IN ALTERNATE
EQUAL SECTIONS
4.5 THICK 30Ø UHMW/PE (OR
EQUIVALENT) WASHER SHALL BE
INSTALLED BETWEEN PLATES
6 THICK SS 316 PLATE
55145
195
EXPLODED VIEW FOR CLARITY
NOTES:
1.
CORK DECK NOT SHOWN FOR CLARITY.2.
3. 19.05Ø THREADED ROD SHALL BE LUBRICATED WITH MARINE GRADE GREASE CONTAINING MOLYBENUM DISULPHIDE.
200
2000TOSUITCLEARWIDTHOFHANDRAILS
MACHINE & THREAD ROD END FOR M16 NUT AND LOCKING NUT
160
LENGTH AS REQUIRED
DRILL 5Ø GREASE HOLE THROUGH
CENTER OF BOLT.
PIN BOLT, NUT AND WASHER SHALL BE S.S GRADE 2205 (DUPLEX S31803)
NOTES:
1.
PIN BOLT SHALL BE LUBRICATED WITH MARINE GRADE GREASE CONTAINING MOLYBENUM DISULPHIDE.2.
L/2
S.S. GREASE LINE
FIXING TO BOLT TO
SWIVEL TO ALLOW
FOR ROTATION OF
10° IN BOLT.
35
LOCKING NUT
1 mm SPIRAL GROOVE CUT IN BOLT SURFACE TO
CROSS 5mm GREASE HOLE AT MID SPAN.
DRILL & EPOXY 16Ø S.S 316 RODS
150 LONG WITH HILTI HIT-HY 150 AT
200 CRS. TAP TO SUIT M8 SCREW.
8mm S.S COUNTER SUNK ANTI
TAMPER SCREWS 40 LONG
BLOCK OUT CONCRETE TO SUIT
COVER PLATE AND AQUA DECK.
FILL GAP WITH APPROVED SEALANT
150
175 135 100
165°
36 O.D, 20 I.D
S.S 316 TUBE 3 CFW TO PLATE
REFER EXPLODED HINGE PLATE
TEFLON WEARING
PAD OR SIMILAR
6mm S.S 316 PLATE
1. REFER TO DRG 41-22853-M001 FOR MARINE NOTES
NOTES
2. ALL STEEL PLATE SHALL BE S.S. 316 OR 316L U.N.O
3. ALL BOLTS SHALL BE S.S. A470 IN ACCORDANCE WITH AS4673 U.N.O
WAITING AREA CONCRETE BEAM
REFER DRG. 41-22853-M200 FOR DETAILS
10 S.S PLATE CAST INTO GROUT PAD WITH
26Ø HOLES TO SUIT M24 BOLTS. COAT
SURFACE WITH PTFE TO FORM SLIP JOINT
M24 S.S BOLTS CAST 300 MIN INTO CONCRETE
& MAINTENANCE OF PIN. DO NOT WELD THIS SECTION
END 0.5m OF WEBFORGE SHALL BEFIXED WITH S.S 316 FASTENERS TO ALLOW FOR REMOVAL
1
M301
FJ
V1
BC
COMCORK AQUA DECK FIXED TO PLATE IN
ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS
TOP PIN COMPONENT. REFER DETAIL
FB
CUT 55Ø HOLE IN WEBPLATE. HILTI X-FCM-R
GRATE FASTENER. DRILL & TAP CENTRAL FJ'S
AND BOLT FASTENER WITH M8 S.S 316 BOLT.
CL
CL
175
100
BC
V1
FJ
BOTTOM PIN COMPONENT
REFER DETAIL
HIGH STRENGTH NON SHRINK GROUT
PAD UNDER HINGE COMPONENT TO
LEVEL GANGWAY WITH WAITING AREA
A
M301
M36 HINGE BOLT. REFER DETAIL
6 OD S.S GREASE LINE. FIXING
TO BOLT SHALL SWIVEL TO
ALLOW FOR ROTATION OF 10°.
GREASE NIPPLE WITH PLASTIC
WHITE COVER FIXED TO 3mm
PLATE. ORIENTATE NIPPLE TO
FACILITATE EASE OF ACCESS
FROM AROUND SIDE PLATES
0.5m SECTION OF WEBFORGE UNDER
BALUSTRADE TO BE WELDED TO FJ.
BREAK GRATING BETWEEN WELDED
AND CLIPPED SECTION
BALUSTRADE. REFER
ARCHITECTURAL DRAWINGS
2-M24 BOLTS WITH ISOLATION
SLEEVE AND WASHERS
FB
40 O.D x 6 THICK ALUMINIUM
TUBE WELDED INTO BC
50 x 6 x 500 LONG PLATE
FPBW TO FJ
ISOLATION AS PER
SPECIFICATION
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
25/08/2010 10:55:10 AM C:Documents and SettingstzhagensonMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- GANGWAY - LINK - CENTRAL_tzhagenson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M301
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
DETAILS SHEET 1
41-22853
25.08.10
M. MOHR*
TZH JK* GR*
GANGWAY
0
APPROVED ISSUE0 25.08.10
SCALE 1 : 5
PIN COMPONENT DETAILS
SCALE 1 : 5
EXPLODED HINGE PLATE PLAN
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5
SCALE 1 : 2
M36 HINGE BOLT DETAIL
SCALE 1 : 5M301
1 HINGE PLATE DETAIL
SCALE 1 : 5M301
SECTIONA
SCALE 1 : 5
HINGE ELEVATION
NOT TO SCALE
HINGE RENDERED PERSPECTIVE
0
SCALE 1: AT ORIGINAL SIZE
20 40 60 80 100mm
2

54. LENGTH AS REQUIRED
DRILL 5Ø GREASE HOLE
THROUGH CENTER OF
BOLT.
PIN BOLT, NUT AND WASHER SHALL BE S.S GRADE 2205 (DUPLEX S31803)
NOTES:
1.
PIN BOLT SHALL BE LUBRICATED WITH MARINE GRADE GREASE CONTAINING MOLYBDENUM DISULPHIDE.2.
L/2
GREASE NIPPLE WITH PLASTIC WHITE
COVER FIXED TO END OF BOLT.
30
LOCKING NUT
1 mm SPIRAL GROOVE CUT IN BOLT SURFACE TO
CROSS 5mm GREASE HOLE AT MID SPAN.
BC
FJ
BOTTOM ROLLER COMPONENT4 x DOTMAR PE OR APPROVED EQUIVALENT ROLLER SUITABLE
FOR MARINE ENVIRONMENT USE. 200 LONG x 150Ø WITH S.S.
2205 CENTER BEARING FOR BOLT. REQUIRED ULTIMATE
CAPACITY OF 3.5t EACH. HARDNESS BY MANUFACTURER
TOP ROLLER COMPONENT
2-M24 BOLTS WITH ISOLATION
SLEEVE AND WASHERS. 40 O.D x 6
THICK ALUMINIUM TUBE WELDED
INTO BC.
600 LONG x 10 THICK
S.S 316 PLATE
10 CLEAT PLATE WELDED TO FJ.
10 END PLATE WITH 2-M12 BOLTS.
SEPARATE ALUMINIUM AND S.S.
REFER NOTES
36 O.D, 20 I.D S.S 316 TUBE. 3 CAP PLATE TO
EACH END OF TUBE. 3 CFW ALL AROUND. HINGE
SIMILAR TO DETAIL ON 41-22853-M301
WEARING PAD
ON PONTOON
COMCORK AQUA DECK FIXED TO PLATE IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS
REFER DRG 41-22853-M403
FOR PONTOON ROLLER DETAILS
LOOSE HINGE TO
ALLOW ROTATION
SEPARATE ALUMINIUM AND S.S.
REFER SPECIFICATION
45° CHAMFER200 LONG x 10
S.S 316 PLATE& MAINTENANCE OF ROLLER. DO NOT WELD THIS SECTION.
END 0.5m OF WEBFORGE SHALL BEFIXED WITH S.S 316 FASTENERS TO ALLOW FOR REMOVAL
FB
CL175
CL
CUT 55Ø HOLE IN WEBPLATE. HILTI X-FCM-R
GRATE FASTENER. DRILL & TAP FJ AND BOLT
FASTENER WITH M8 S.S 316 BOLT. TYPICAL.
1. REFER TO DRG 41-22853-M001 FOR MARINE NOTES
NOTES
2. ALL STEEL PLATE SHALL BE S.S. 316 OR 316L U.N.O
3. ALL BOLTS SHALL BE S.S. A470 IN ACCORDANCE WITH AS4673 U.N.O
150
150x20 PLATE FSBW TO PONTOON
REFER PONTOON DWGS FOR LOCATIONS
M10 S.S COUNTER SUNK BOLT,
300 MAX CRS
PACKING PLATES TO BE INSTALLED
ON SITE TO SUIT ROLLER
10 GAP
ROLLER
40 55 55 40
190210
25 160 25
EQ 25 35 25 EQ R200
2-32Ø HOLES
R60 TYP.
BOTTOM ROLLER COMPONENT
TOP ROLLER COMPONENT
8060
10025140
254555
2-26Ø HOLES
2-38 Ø HOLE
38Ø HOLE
180 180
TOP & BOTTOM ROLLER COMPONENTS SHALL BE MANUFACTURED IN SETS AND
CHECKED FOR FIT BEFORE INSTALLATION
NOTES:
1.
4.5 THICK 60 Ø UHMW/PE WASHER (OR EQUIVALENT) SHALL BE INSTALLED BETWEEN MOVING PLATES.2.
3. ALL PLATE SHALL BE S.S. 316 OR 316L.
4
.
ALL ROLLERS SHALL BE PE OR APPROVED EQUIVALENT BY DOTMAR WITH S.S. 2205 (DUPLEX S31803) CENTER.
5. 4.5 THICK 60 Ø WASHER SHALL BE INSTALLED BETWEEN ROLLERS AND PLATES.
25 60 25 60 25
105 150 105
457550
7050
65 160 25 210 25 210
1010010
25
2-22 Ø HOLES 150x10 PLATE ROUND
ENDS AT ROLLER
6 CFW BOTH SIDES
25 PLATE
25 PLATE FSBW
FRONT ELEVATION SIDE ELEVATION
FRONT ELEVATION SIDE ELEVATION
SINGLE BEVEL BUTT WELD
PLATES FROM OUTSIDE
3-70x25 PLATES 8 CFW BOTH
SIDES OF EACH END
50120
EQ EQ
M20 BOLT WITH LOCKING NUT WASHERS. REFER NOTES
2-M30 ROLLER BOLTS
REFER DETAIL
M36 HINGE BOLT REFER DETAIL
ON DRG. 41-22853-M301
SECTION OF WEBFORGE UNDER BALUSTRADE
TO BE WELDED TO FJ. BREAK GRATING
BETWEEN WELDED AND CLIPPED SECTION
NOTE: PONTOON FLOOR, HINGE PLATE & LASER
CUT PANEL NOT SHOWN FOR CLARITY
6 OD S.S GREASE LINE. FIXING AT
BOLT SHALL SWIVEL TO ALLOW FOR
ROTATION OF 10 DEGREES
DOTMAR PE OR APPROVED EQUIVALENT ROLLER SUITABLE
FOR MARINE ENVIRONMENT USE. 90 LONG x 250Ø WITH S.S.
2205 CENTER BEARING FOR BOLT. REQUIRED ULTIMATE
CAPACITY OF 8t EACH. HARDNESS BY MANUFACTURER
GREASE NIPPLE WITH PLASTIC WHITE COVER FIXED TO
3mm PLATE. ORIENTATE NIPPLE TO FACILITATE EASE OF
ACCESS FROM AROUND SIDE PLATES
10 END PLATE 6 CFW ALL AROUND
TO FJ. 2-M12 BOLTS TO HINGE
PLATE (NOT SHOWN FOR CLARITY)
CUT 55Ø HOLE IN WEBPLATE. HILTI
X-FCM-R GRATE FASTENER. DRILL &
TAP CENTRAL FJ AND BOLT
FASTENER WITH M8 S.S 316 BOLT.
TYPICAL.
50 x 6 x 500 LONG PLATE
FPBW TO FJ
V1
FB
FJ FJ
A
M302
ISOLATION AS PER SPECIFICATION.
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
25/08/2010 10:55:22 AM C:Documents and SettingstzhagensonMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- GANGWAY - LINK - CENTRAL_tzhagenson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M302
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
DETAILS SHEET 2
41-22853
25.08.10
M. MOHR*
TZH JK* GR*
GANGWAY
0
APPROVED ISSUE0 25.08.10
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5
SCALE 1 : 2
M30 ROLLER BOLT DETAIL
SCALE 1 : 5M302
SECTIONA
SCALE 1 : 5
LATERAL RESTRAINT DETAIL
NOT TO SCALE
ROLLER RENDERED ISOMETRIC
SCALE 1 : 5
ROLLER COMPONENT DETAILS
SCALE 1 : 5
ROLLER ELEVATION
0
SCALE 1: AT ORIGINAL SIZE
20 40 60 80 100mm
2

55. 6 7 8 9
D
F
5000O/A
21450 O/A
PONTOON ACCESS HATCH
REFER DRG 41-22853-M404
BALUSTRADE AND HANDRAIL
REFER ARCHITECTURAL
DRAWINGS FOR SETOUT &
DETAILS
SLIDING ACCESS GATE
REFER ARCHITECTURAL
DRAWINGS
BOARDING RAMP
REFER ARCHITECTURAL DRAWINGS
'SCRAMBLE OUT'
LADDER
Ø50 WATER PUMP OUT POINT.
REFER DRG. 41-22853-M404
FOR DETAILS
'SCRAMBLE OUT'
LADDER
PILE RESTRAINT FRAME
REFER DRG 41-22853-M403
TRELLEBORG SCN500 E1.1 OR
APPROVED EQUIVALENT
REFER DRG 41-22853-M403
RECESSGANGWAY
LANDING
TRELLEBORG SCN550 E1.1 OR
APPROVED EQUIVALENT
REFER DRG 41-22853-M405
BOLLARD. REFER DRG
41-22853-M405 (TYP)
FENDER PANEL. REFER
DRG 41-22853-M405
FENDER CHAINS. REFER
DRG 41-22853-M405
1740 5400 1740
TOP OF LADDER
TOP OF LADDER
PONTOON CATHODIC PROTECTION
ANODE. REFER TO DRG 41-22853-
M103 FOR TYPICAL ANODE
ELEVATION AND CONNECTION.
(4 PLACES)
E
4024599
MECHANICAL VENTILATION HATCH.
REFER 41-22853-M404 FOR DETAILS.
MECHANICAL
VENTILATION HATCH.
REFER 41-22853-M404
FOR DETAILS.
Ø50 WATER PUMP OUT POINT.
REFER DRG. 41-22853-M404
FOR DETAILS
1
M400
995
5290 8880 5290
995
4600400
NOTES
1. ROOF NOT SHOWN FOR CLARITY. REFER STRUCTURAL DRAWINGS.
2. GANGWAY NOT SHOWN FOR CLARITY. REFER DRG 41-22853-M300
F
WATER LINE
NOTES
1. ROOF NOT SHOWN FOR CLARITY. REFER STRUCTURAL DRAWINGS
2. GANGWAY NOT SHOWN FOR CLARITY. REFER DRG 41-22853-M300.
3. * REFER CASE 6 IN TABLE ON 41-22853-M406
1750O/A
PONTOON SLOPES AT 1:100
UNDER DEAD LOADS
REFER 41-22853-M406
CL
600
829*
E
CATHODIC PROTECTION
ANODE (4 PLACES)
NOTES
1. REFER TO DRG 41-22853-M001 FOR MARINE NOTES
2. FOR INDICATIVE DETAILS OF PUMP OUT POINT REFER 41-22853-M404.
SPECIFIC DETAILS OF FOOT VALVE TO BE SUBMITTED TO THE
SUPERINTENDANT FOR APPROVAL.
3. PONTOON SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATION.
4. CATHODIC PROTECTION SHALL BE FITTED IN ACCORDANCE WITH
SPECIFICATION.
D
E
1000
CLCLCLCLCLCL
575 450 450 450 450 450 575
1000 3400 1000
5400
GANGWAY LATERAL RESTRAINING
PLATES x 1200 LONG (2 PLACES).
REFER DRG 41-22853-M302
755
A
M403
REFERS TO C/L OF 20 PLATE
TYP.
500
CLCL
960 1480
GANGWAY & PONTOON
CL
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
25/08/2010 10:59:34 AM C:Documents and SettingstzhagensonMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- PONTOON - LINK - CENTRAL_tzhagenson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M400
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
GENERAL ARRANGEMENT & SECTIONS
41-22853
25.08.10
M. MOHR*
TZH JK* GR*
PONTOON
0
APPROVED ISSUE0 25.08.10
SCALE 1 : 50
GENERAL ARRANGEMENT PLAN
SCALE 1 : 50
FRONT ELEVATION
SCALE 1 : 50
SIDE ELEVATION
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
SCALE 1 : 40M400
1 DETAIL

56. 6 7 8 9
D
F
B
M401
C
M401
FRAME1
FRAME2
FRAME1
FRAME1
FRAME2
FRAME3
FRAME2
FRAME1
FRAME1
FRAME2
FRAME1
A
M401
FRAME3
FRAME4
CLCLCLCLCLCLCLCLCL
795 2195 2195 900 2665 1775 1775 2665 900 2195 2195 795
1300 830830 1300
D
M401
E
DF
D1 D1
V2
V1
V1
V1
TC
BC
25 THICK TOP
PLATE
8 THICK SIDE
PLATE
CLCLCLCL
239 2262 2262 239 814 187
CLCL
1771387187
CL
187
10 STIFFENER PLATE
BOTH SIDES TYP.
8 THICK SIDE
PLATE
FPBW FLANGES
FPBW FLANGES
FPBW FLANGES
FPBW FLANGES
E
STIFFENERS TO
MATCH SLOPE
1750
TC
238 238
1386
813
TC
BC
V2
V3
V1
D1 D1
CLCLCL
239 2262 2099 402
CLCL
1771387187
10 STIFFENER PLATE
BOTH SIDES TYP.
FPBW FLANGES FPBW FLANGES
FPBW FLANGES FPBW FLANGES
REFER TO ARCHITECTURAL
DRAWINGS FOR LENGTH OF V3
10 THK STIFFENERS
238 2098
1386
F
TC
BC
V2
V1
V1
D1 D1
8 THICK TOP PLATE TYP.
10 THICK SIDE
PLATE TYP.
10 THICK SIDE
PLATE TYP.
8 THICK BOTTOM PLATE TYP.
CLCLCL
239 2262 2262 239
CLCL
1771387187
E
238 238
1386
NOTES
1. REFER TO DRG 41-22853-M001 FOR MARINE NOTES
2. REFER GENERAL NOTES FOR ALL STEEL GRADES
3. PONTOON SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATION.
4. ALL WELDS SHALL BE 6 CFW UNO.
5. REFER TO DRG 41-22853-M400 FOR CATHODIC PROTECTION ANODE
LOCATIONS.
CL
187
CLCLCL
239 320 500 500 500 500 500 500 500 540 402 814 187
CLCL
1771387187
V1
TC
BC
TC
V1
V1
2% FALL
8 INFILL PLATE ALL ROUND FRAME 4
WELD ON BEFORE LONGITUDINAL
MEMBERS
10 STIFFENER PLATE
BOTH SIDES OF INFILL
PLATE, TYP.
10 STIFFENER PLATE
BOTH SIDES TYP.
X
M401
1386
515
813238
L1L1
TC
8 INFILL PLATE
10 STIFFENER PLATE
BOTH SIDES TYP.
8 INFILL PLATE
STOP LONGITUDINAL
MEMBERS EACH SIDE
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
25/08/2010 10:59:37 AM C:Documents and SettingstzhagensonMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- PONTOON - LINK - CENTRAL_tzhagenson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M401
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
FRAMING PLAN & SECTIONS
41-22853
25.08.10
M. MOHR*
TZH JK* GR*
PONTOON
0
APPROVED ISSUE0 25.08.10
SCALE 1 : 50
PONTOON FRAMING PLAN
SCALE 1 : 25M401
SECTION - FRAME 3C
SCALE 1 : 25M401
SECTION - FRAME 2B
PONTOON FRAMING SCHEDULE
MARK DESCRIPTION MEMBER
BC BOTTOM CHORD 200UB29.8
D1 DIAGONAL 75x6.0 SHS
TC TOP CHORD 200UB29.8
V1 VERTICAL 200UB29.8
V2 VERTICAL 75x6 SHS
V3 VERTICAL 530UB92.4
SCALE 1 : 25M401
SECTION - FRAME 1A
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
NOT TO SCALE
PERSPECTIVE VIEW
SCALE 1 : 25M401
SECTION - FRAME 4D
SCALE 1 : 10M401
SECTIONX

57. 6 7 8 9
F
SL1
SL1
A
M402
B
M402
1
M402
SL1
V4V4V4V4V4V4V4V4V4
V4V4V4V4V4V4V4V4V4
V4V4
V4V4
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
C
M402
L1
L1
L1
L1
L1
L1
L1
L1L1
L1
L1
L1
L1
L1
L1
L1
L3
L3
L3 L3
L3
L3
800 1010
340800
1010 800
340800
E L1 L1
8mm BALUSTRADE STIFFENER
PLATES AS REQ'D FOR
BALUSTRADE. REFER DETAIL
ON DWG 41-22853-M404
L3 L3
F
73
144176198237163203204352
1400
SL1
85250200250300335330
SL1
500 500 500 500 500 500 500 500 500 500
4075
L2
500 500 500 500 500 500 500 500 500 500
4065
L1
1410
STIFFENER TO COVER PLATE SHALL BE 6mm FILLET WELD
HIT 100 MISS 100. CFW AT FENDER LOCATIONS. TYP.
E D
500 500 500 500 500 500
2575
L2
L1
L2
L2
280
380380
L2
500 500 1000
965
500 500 500 230
L3 L3
E
1750O/A
L3L3
F
SL1
V1TC
L1
L1
L1
300 440 300
L1
L1
L1
450
L1
L1
WELD TO L1
COVER SHEETING TO BE
CUT AND SEALED AROUND L1
V4
L2
BC
TC
L1
NOTES
1. REFER TO DRG 41-22853-M001 FOR MARINE NOTES
2. REFER GENERAL NOTES FOR ALL STEEL GRADES
3. PONTOON SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATION.
4. ALL WELDS SHALL BE 6 CFW UNO.
5. COVER PLATE TO COVER PLATE SHALL BE FPBW.
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
25/08/2010 10:59:39 AM C:Documents and SettingstzhagensonMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- PONTOON - LINK - CENTRAL_tzhagenson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M402
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
STIFFENER PLAN & SECTIONS
41-22853
25.08.10
M. MOHR*
TZH JK* GR*
PONTOON
0
APPROVED ISSUE0 25.08.10
SCALE 1 : 50
STIFFENER PLAN - TOP
SCALE 1 : 25M402
SECTIONA
SCALE 1 : 25M402
SECTIONB
PONTOON LONGITUDINAL SCHEDULE
MARK DESCRIPTION MEMBER
L1 LONGITUDINAL 65x6 EA
L2 LONGITUDINAL 75x8 EA
L3 LONGITUDINAL 150x90x10 UA
SL1 SIDE LONGITUDINAL 125x75x10 UA
V4 VERTICAL 75x8 EA
SCALE 1 : 25M402
1 DETAIL
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
NOT TO SCALE
PERSPECTIVE VIEW
SCALE 1 : 25M402
SECTIONC
0
SCALE 1: AT ORIGINAL SIZE
250 500 750 1000 1250mm
25

58. 350
4-M24 AS PER FENDER
MANUFACTURER'S
REQUIREMENTS
COLLAR AND PLATE TO SUIT FENDER
MANUFACTURER'S REQUIREMENTS.
SUPPLY COLLAR 150mm OVER
LENGTH AND CUT TO REQ'D LENGTH
AFTER SURVEY OF PILE LOCATIONS.
MIN. COLLAR LENGTH 75mm. (KEEPER
PLATE & WEARING PAD NOT SHOWN)
20 PLATE35
300
250
40
6 CFW PLATE TO
BACKING PLATE
350x650 BACKING PLATE
WEARING PAD BACKING PLATE
SCALE 1:5
ELEVATION
300
350
20 PLATE
5050250
FABRICATED KEEPER
PLATE (REFER SECTION
C) x 268 LONG. M8 STUD
WELDED TO END
35 x 300 x 20 BTM KEEPER
PLATE WELDED TO SIDE
KEEPER PLATES & 20 PLATE
WEARING PAD UHMWPE (FQ1000)
OR APPROVED EQUIVALENT
SCALE 1:5
250
100
2015
40 40
250
650
300
WEARING PAD
22mm x 70mm SLOTTED
HOLE (TYP.)
(NOT REQUIRED FOR
SIDE PADS)
70
PROFILE FRONT & BACK
PADS TO SUIT PILE
CURVATURE
PLAN
C
M403
50x35x12 TOP KEEPER
PLATE WITH Ø10 HOLE TO
ALLOW FOR M8 STUD
TOP KEEPER PLATE
WEARING PAD
5mm CHAMFER
NOTES
1. REFER TO DRG 41-22853-M001 FOR MARINE NOTES.
2. ALL MEMBERS & PLATES SHALL BE SS 316 OR 316 L.
3. ALL BOLTS SHALL BE SS A4 70 IN ACCORDANCE AS 4673.
50
2312
SIDE KEEPER
PLATE
20
WEARING PAD
6 CFW ROLLER COMPONENT TO
SIDE PLATE. TOP OF PLATE SHALL
LINE UP WITH TOP OF PONTOON
M12 S.S A470 BOLT. 4.5 THICK 60Ø UHMW/PE WASHER (OR
EQUIVALENT) SHALL BE INSTALLED BETWEEN MOVING PARTS
DOTMAR PE OR APPROVED EQUIVALENT
ROLLER SUITABLE FOR MARINE ENVIRONMENT
USE. 100 LONG x 100Ø WITH S.S 2205 CENTER
BEARING FOR BOLT. REQUIRED ULTIMATE
CAPACITY OF 250kg EACH. HARDNESS BY
MANUFACTURER
NOTE: FRAMING NOT SHOWN FOR CLARITY
255100525
160
D
M403
10 50 40
100
17440
214
14Ø HOLE
25 PLATE
500200 NOM.
1200635
1350
350 x 650 x 20 UHMWPE PACKER
PLATES AS REQUIRED TO ENSURE
WEARING PAD FINISHES AGAINST PILE
350 x 650 x 20 PLATE
6 CFW ALL ROUND
4-M20 BOLTS
150 x 6 SHS
20 END PLATE
4-M20 BOLTS
6 CFW ALL ROUND
5 CAP PLATE
6 CFW ALL ROUND
PILE RESTRAINT - PLAN
SCALE 1:10
PILE RESTRAINT - ELEVATION
SCALE 1:10
6 CFW ALL ROUND
1250
20 END PLATE 6-M20 STUDS.
STUD WELDED TO PONTOON
SEPARATE DISSIMILAR
METALS, REFER 41-22853-M001
M20 SS THREADED STUDS
WELDED TO PLATE (TYP)
150 X 6 SHS
6 CFW ALL ROUND
165165
4-M24 S.S. STUDS
STUD WELD TO PONTOON
CLCL
250
C PILEL
1
1
RL - 1.4
5400 LONG x 5 THICK PLATE
5 CFW TO PILE IN MIN. 4 PIECES
AROUND THE PERIMETER
B
M403
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
25/08/2010 10:59:41 AM C:Documents and SettingstzhagensonMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- PONTOON - LINK - CENTRAL_tzhagenson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M403
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
TYPICAL DETAILS SHEET 1
41-22853
25.08.10
M. MOHR*
TZH JK* GR*
PONTOON
0
APPROVED ISSUE0 25.08.10
SCALE 1 : 10M403
SECTIONB
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5
SCALE 1 : 2M403
SECTIONC
SCALE 1 : 10M400
SECTIONA
SCALE 1 : 5
PLAN VIEW
SCALE 1 : 5M403
SECTIOND

59. VOID
78020 20
2078020
PADLOCK HATCH
COVER TO PLATE
80
8PLATE
GAP
12
GAP
12
CONNECT HATCH COVER
TO HINGE PLATES WITH
S.S. M12 BOLTS. ISOLATE
FROM STEEL PLATES.
Ø14 HOLE (TYP.)
50
100 x 10 STIFFENER ALL ROUND.
CFW TO PONTOON FRAMING
10 THICK APPROVED
NEOPRENE SEAL
50
80
PONTOON HATCH OPENING - SECTION
SCALE 1:10
NOTE:
5 CFW (TYP.) U.N.O.
5mm
PLATE
Ø14 HOLE (TYP.)
5PLATE
50
PONTOON HATCH COVER - SECTION
SCALE 1:10
45
8PLATE
60
8PLATE8PLATE640
850
850
5PLATE
5 PLATE 5 PLATE
263(TYP.)
15.00°
100
TOP OF PONTOON
65 x 10 FLAT PLATE
Ø25 RUNG (TYP.)
65 x 10 FLAT
FLANGE,
1 EACH SIDE
HILTI HVU CHEMICAL
CAPSULE WITH 1-M8 HAS-E-F
ROD 50 MIN. EMBEDMENT.
10mm THICK GROUT
TYPICAL HATCH ACCESS LADDER DETAILS (2 No.)
SCALE 1:10
400
65 x 10 PLATE VERTICALS
CFW, GRIND SMOOTH
FINISH
65 x 10 PLATE VERTICALS
CFW, GRIND SMOOTH
FINISH
50
Ø25 RUNG FULLY WELDED TO
65 x 10 PLATE VERTICALS.
(TYP.)
250
400
550
TYPICAL 'SCRAMBLE OUT' LADDER DETAILS (2 No.)
SCALE 1:10
TOP OF PONTOON
65 x 5 EA
65 x 5 EA FULLY WELDED
TO ABOVE RUNG
200
900
MESH. REFER DRG.
41-22853-M406
CONCRETE BALLAST
THROUGHOUT PONTOON
REFER DRG. 41-22853-M406
A
M404
HATCH HANDLE.
REFER TO SECTION.
20 x 10 PLATE
65 x 5 EA FULLY WELDED TO END
PLATE AND UNDER RUNG
6 END PLATE 6 CFW TO
LADDER RUNG (TYP.)
NOTE:
HATCH COVER SHALL BE TIED OFF TO BALUSTRADE WHEN OPEN.
HATCH OPENS AWAY FROM FRONT EDGE OF PONTOON
8PLATE(TYP.)
470 485
95
6 END PLATE
6 END PLATE
470 485
10 END PLATE, M12 STUD WELD TO
PONTOON. SEPARATE DISSIMILAR
METALS IN ACCORDANCE WITH
SPECIFICATION
70
120
Ø25 BAR
2-8 PLATE STIFFENERS 100 APART
AT BALUSTRADE FIXING LOCATIONS
6 CFW ALL ROUND
REFER TO STRUCTURAL BALUSTRADE
DRAWINGS FOR STUDS. FASTENERS SHALL
NOT PENETRATE PONTOON TOP PLATE.
TOP OF PONTOON
UHMWPE ISOLATING STRIP
NOTES
1. REFER TO DRG 41-22853-M001 FOR MARINE NOTES.
2. PAINTING AS PER THE SPECIFICATION
3. SCRAMBLE OUT LADDER TO BE FABRICATED
FROM 316 OR 316L STAINLESS STEEL.
4. ALL BOLTS TO BE S.S. A4 70 IN ACCORDANCE
WITH AS 4673
5050
Ø410 x 6mm PLATE 4-M12 S.S. BOLTS
10mm NEOPRENE
SEAL
6mm ANNULUS PLATE
273x4.8 CHS
NOTE: REFER DRG. 41-22853-M400 FOR LOCATIONS
HEX NIPPLE WITH CAP
(BSP THREAD)
50mm STEEL PIPE WITH FOOT
VALVE (BSP THREAD)
FOOT VALVE TO BE GLASS
REINFORCED NYLON OR
APPROVED EQUIVALENT
100sq. RECESS IN BALLAST
CONCRETE
5mm SEAL WELD
NOTE: REFER DRG. 41-22853-M400 FOR LOCATIONS
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
2/09/2010 12:04:56 PM C:Documents and SettingstzhagensonMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- PONTOON - LINK - CENTRAL_tzhagenson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M404
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
TYPICAL DETAILS SHEET 2
41-22853
25.08.10
M. MOHR*
TZH JK* GR*
TZH JK* GR*
PONTOON
1
APPROVED ISSUE0 25.08.10
MINOR NOTE AMENDMENTS1 02.09.10
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
SCALE 1 : 10M404
HATCH HANDLE SECTIONA
SCALE 1 : 10
TYPICAL BALUSTRADE CONNECTION
SCALE 1 : 5
MECHANICAL VENTILATION HATCH
SCALE 1 : 5
WATER PUMP OUT POINT DETAILS
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5

60. 6 7 8 9
SW1
SW1
SW1
SW1 SW1SW1
SW1
SW1
CL CL CL CL CL CL CL CL CL CL
87055518502885266516003501600266528851850555870
SW1
SW1
SW1
SW1SW1
SW1
SW1
SW1
SW1
SW1
SW1
SW1
SW1
SW1
SW1
SW1
SW1 SW1
SW1
SW1
SW1
SW1
SW1
SW1
CLCLCLCL
EQEQEQ
1750O/A
SW1
SW1
SW1
SW1
21450
SW1SW1
SW1
SW1
NOTES
1. COVER PLATE & UHMWPE FACING NOT SHOWN FOR CLARITY
LIFTING LUG TYP.
REFER DETAIL 2.
F
SW1
SW1
10 COVER PLATE
FRONT & BACK
18Ø OPEN LINK CHAIN GRADE SL2
WITH D SHACKLES AND TENSIONER
2
M405
3
M405
1
M405
SW1
SW1
14Ø OPEN LINK CHAIN GRADE SL2
WITH D SHACKLES AND TENSIONER
20 STIFFENER PLATE
BEHIND CHAIN CLEAT TYP.
TOP & BTM
CHAIN CLEATS SHALL BE
8 CFW TO SW1 TYP. CUT
COVER PLATE AROUND
CLEAT AND CFW TYP.
8 CFW TYP.
8 CFW TYP.
20 PLATE
FLEXIBLE CATHODIC
PROTECTION BONDING
CABLE. MIN 16mm² TOTAL
CONDUCTOR AREA. FIX
TO M12 S.S 316 STUD
WELDED TO CLEAT
6 7 8 9
F
A
M405
B
M405
C
M405
100 GAP
BOLLARD. REFER TYP. DETAIL
270
1000
1050
50 THICK UHMWPE PANELS
EQ EQ 640 EQ EQ 270
2665 3550 2665
CATHODIC PROTECTION BOND
LOCATIONS FOR FENDER PANELS
(2 PLACES)
F
SW1
SW1
SW1
1250
280
230
10501000
F
4-M24 BOLTS AS PER FENDER
MANUFACTURER'S REQUIREMENTS
SW1
SW1
SW1
CL
530
COLLAR & PLATE AS PER FENDER
MANUFACTURER'S REQUIREMENTS
4-M24 STUDS AS PER FENDER
MANUFACTURER'S REQUIREMENTS
CLCLCL
EQEQ
28Ø HOLE
25 THICK PLATE
R40
214
10
5040
100
CL
107 107
25 THICK PLATE
2-28Ø HOLES
R40
214
4050
10100
1146040
250SQ x 10 BASE PLATE
8 CFW ALL ROUND. FINISHED
EDGE TO BE SMOOTH
114Ø x 3.8 CHS
FSPW
150Ø x 8 CAPPING PLATE
6 CFW
150
FENDER FRAME
28Ø HOLE
25 THICK PLATE
R40
214
CL
174 40
4050
10100
M20 SS STUDS WELDED TO COVER
PLATE. REFER TO MANFACTURER'S
REQUIREMENTS FOR HOLE AND
RECESS FOR NUT & WASHER
50 MIN
80 MAX 450 MAX 450 MAX
50MIN
80MAX450MAX
NOTES
1. REFER TO DRG 41-22853-M001 FOR MARINE NOTES
2. REFER GENERAL NOTES FOR ALL STEEL GRADES
3. PONTOON SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATION.
4. ALL WELDS SHALL BE 6 CFW UNO.
5. REFER TO DRG 41-22853-M400 FOR CATHODIC PROTECTION ANODE
LOCATIONS.
SW
1
PLUG WELD TYPICAL AT
ALL SW1 FOR REAR PLATE
6 CFW TYP.
FRONT PLATE
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
8/12/2010 10:15:10 AM C:Ian's FilesRevit Projects41-22853-NORTHSHORE HAMILTON CITY TERMINAL-
PONTOON - LINK - CENTRAL -2011_imorrison2.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M405
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
FENDER & FRAME DETAILS
41-22853
25.08.10
M. MOHR*
I.M.M. J.K.* G.R.*
TZH JK* GR*
PONTOON
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 08.12.10
SCALE 1 : 50
FENDER FRAME ELEVATION
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
FENDER FRAMING SCHEDULE
MARK MEMBER
SW1 250x9 SHS
SCALE 1 : 20M405
SECTIONB
SCALE 1 : 50
FENDER FRAME PLAN
SCALE 1 : 20M405
SECTIONA
SCALE 1 : 20M405
SECTIONC
0
SCALE 1: AT ORIGINAL SIZE
200 400 600 800 1000mm
20
SCALE 1 : 5M405
2 DETAIL
SCALE 1 : 5M405
3 DETAIL
SCALE 1 : 5
TYPICAL BOLLARD DETAIL
SCALE 1 : 5M405
1 DETAIL
SCALE 1 : 20
TYPICAL PANEL FIXING DETAIL
SCALE 1 : 5
TYPICAL 10mm COVER PLATE DETAIL

61. 6 7 8 9
F
E
A
M406
B
M406
4
21
3
DENOTES 75 THICK CONCRETE
DENOTES 395 THICK CONCRETE.
LEGEND
NOTES
1. REFER TO DRG 41-22853-M001 FOR MARINE NOTES
2. REFER TO GENERAL NOTES FOR ALL STEEL GRADES.
CASE
EMPTY STEEL
PONTOON
GENERAL BALLAST
ADDED (75mm)
FENDERING AND
RESTRAINTS ADDED
ROOF ADDED
GANGWAY &
BALUSTRADES ADDED
100mm REAR
BALLAST ADDED
ESTIMATED PONTOON DRAFT (m)
LOCATION
1
APPROX
TOTAL MASS
(t)2 3 4
1 0.217 0.220 0.417 0.420 37.9
2 0.387 0.390 0.588 57.8
3 0.885 0.426 75.3
4 0.999 0.405 80.5
5 0.942 0.951 0.589 0.599 89.0
6 0.824 0.834 0.769 0.778 93.1
0.888
1.002
0.591
0.429
0.408
EXPECTED FREEBOARD AT FRONT FOR CASE 6 IS 921mm
E
75320
POUR 320mm OF CONCRETE WHEN PONTOON IS IN PLACE
WITH FULL DEAD WEIGHT OF GANGWAY, BALUSTRADES AND
ROOF. ADJUST THE HEIGHT OF THE BALLAST TO ACHIEVE
THE DRAFTS IN CASE 6 OF TABLE 1. (DECK FALL OF 1 IN 100)
SL82 MESH, CENTRAL
SL82 MESH, TOP
350 x 8 PLATE
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
25/08/2010 10:59:47 AM C:Documents and SettingstzhagensonMy Documents41-22853-NORTHSHORE
HAMILTON CITY TERMINAL- PONTOON - LINK - CENTRAL_tzhagenson.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
M406
T. HAGENSON A. PIETROBON
B. GILES*
G. RANGER*
BALLAST PLAN & SECTION
41-22853
25.08.10
M. MOHR*
TZH JK* GR*
PONTOON
0
APPROVED ISSUE0 25.08.10
SCALE 1 : 50
BALLAST PLAN
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
TABLE 1
SCALE 1 : 10M406
SECTIONB
SCALE 1 : 10M406
SECTIONA

62. 41-22853-S0010
T.HAGENSONI.SAUL
M.MOHR*R.SUTHERLAND*
G.RANGER*
25.08.10
GENERAL
G1.READTHESENOTESINCONJUNCTIONWITHARCHITECTURALANDOTHERENGINEERINGDRAWINGS
ANDSPECIFICATIONS,ANDWITHOTHERWRITTENINSTRUCTIONSISSUED.REFERTO
ARCHITECTURALDRAWINGSFORSETTINGOUTANDDETAILDIMENSIONS.
G2.CHECKSTRUCTURALDRAWINGSAGAINSTARCHITECTURAL,MECHANICAL,ELECTRICALSERVICES
ANDOTHERDRAWINGSFORREQUIREMENTSFORPENETRATIONS,CONDUITS,DUCTS,PIPES,etc.
G3.NOMINATIONOFPROPRIETARYITEMSDOESNOTINDICATEEXCLUSIVEPREFERENCE,BUT
INDICATESREQUIREDPROPERTIESOFITEM.SIMILARALTERNATIVESHAVINGREQUIRED
PROPERTIESMAYBEOFFEREDFORAPPROVAL.APPROVALDOESNOTAUTHORISEAVARIATIONTO
THECONTRACT.INSTALLPROPRIETARYITEMSINACCORDANCEWITHMANUFACTURER’S
REQUIREMENTSANDRECOMMENDATIONS.
G4.NOTIFYRELEVANTSERVICEAUTHORITIESBEFORECOMMENCINGWORKONSITE.
G5.GIVETWOWORKINGDAYS’(48HOURS)NOTICESOTHATINSPECTIONMAYBEMADEOFCRITICAL
STAGESOFWORK.
G6.DONOTOBTAINDIMENSIONSBYSCALINGFROMDRAWINGS.
G7.DIMENSIONSAREINMILLIMETRES,LEVELSAREINMETRESUNO,CHAINAGESAREINMETRESUNO.
G8.DATUMFORLEVELSISAHD(AUSTRALIANHEIGHTDATUM).
G9.HAVESURVEYANDSETTINGOUTUNDERTAKENBYAREGISTEREDSURVEYOR.
G10.VERIFYONSITESETTINGOUTDIMENSIONSANDEXISTINGMEMBERSIZESSHOWNONDRAWINGS
BEFORESHOPDRAWINGS,CONSTRUCTIONANDFABRICATIONISCOMMENCED.
G11.TAKECAREOFHAZARDSASSOCIATEDWITHBURIED,CONCEALEDOROVERHEADSERVICES.TAKE
PRECAUTIONSTOESTABLISHLOCATIONOFANDPROTECTEXISTINGSERVICESATSITE.SERVICES
SHOWNONDRAWINGSAREINAPPROXIMATELOCATIONSONLY.SERVICESOTHERTHANTHOSE
SHOWNMAYEXISTONSITE.MARKLOCATIONSOFSERVICESCLEARLYONSITE,ANDONAS-BUILT
DRAWINGS.HANDEXCAVATEWITHINONEMETREOFIN-GROUNDSERVICES.
G12.MAINTAINSTRUCTUREINASTABLECONDITIONDURINGCONSTRUCTIONANDPROVIDETEMPORARY
BRACINGAND/ORSUPPORTASREQUIRED.PROVIDESPREADERSATLOADSAND/ORLIFTING
POINTSWHEREREQUIRED.ENSURENOPARTISOVERSTRESSED.DONOTPLACEORSTORE
BUILDINGMATERIALSONSTRUCTURALMEMBERSWITHOUTSUPERINTENDENT’SAPPROVAL.
PROVIDECALCULATIONSTOPROVEADEQUACYOFSTRUCTUREFORPROPOSEDCONSTRUCTION
METHODSANDLOADS.
G13.THESEDRAWINGSDONOTDETAILTEMPORARYWORKS.CONSTRUCTIONMETHODSAND
TEMPORARYWORKSARERESPONSIBILITYOFTHECONTRACTOR.
G14.DISPOSEOFSURPLUSMATERIALOFFSITE.
G15.IMPLEMENTSOILANDWATERMANAGEMENTPROCEDURESTOAVOIDEROSION,CONTAMINATION
ANDSEDIMENTATIONOFSITE,SURROUNDINGAREASANDDRAINAGESYSTEMS.
G16.OBTAINREQUIREMENTSFORADJOININGELEMENTSTOBEFIXEDTOORSUPPORTEDONWORKAND
PROVIDEFORREQUIREDFIXINGS.DRAWINGSDONOTSHOWDETAILSOFALLFIXTURES,INSERTS,
SLEEVES,RECESSESOROPENINGSetcREQUIRED.PROVIDEFORTEMPORARYSUPPORTOF
ADJOININGELEMENTSDURINGCONSTRUCTION.
G17.WHERENEWWORKABUTSEXISTING,PROVIDESMOOTHTRANSITIONFREEOFABRUPTCHANGES.
G18.HAVETESTINGPERFORMEDBYANINDEPENDENTNATA(NATIONALASSOCIATIONOFTESTING
AUTHORITIES)ACCREDITEDAUTHORITY,ANDPROVIDETESTREPORTSTOSUPERINTENDENT.
G19.SEPARATEMETALSFROMINCOMPATIBLEMATERIALS(egGALVANIZEDANDUNGALVANIZEDSTEEL,
TREATEDTIMBERANDSTEELetc)BYCONCEALEDLAYERSOFSUITABLEINERTMATERIALSOF
SUITABLETHICKNESSES.USEPLASTICSLEEVESANDWASHERSFORBOLTS,etc.
G20.STRUCTURALWORKHASBEENDESIGNEDFORFOLLOWINGLOADS:
-PERMANENTDEADLOADOFSTRUCTUREASSHOWNONDRAWINGS
-LIVELOADSTOAS/NZS1170.1:
-ROOF(NON-TRAFFICABLE)0.25kPa
-BALUSTRADE(HORIZONTAL)TYPICAL3.0kN/m
-BALUSTRADE(HORIZONTAL)FIXEDSEATING1.5kN/m
-SERVICESLOAD:0.10kPa
-BUILDINGDESIGNWORKINGLIFE50years
-BUILDINGIMPORTANCELEVEL2
-WINDLOADSTOAS/NZS1170.2:
~REGIONB
~AVERAGERECURRENCEINTERVAL,R500years
~ULTIMATEREGIONALWINDSPEEDVR(3secGUST)57m/s
~SERVICEABILITYREGIONALWINDSPEEDV25(3sec)39m/s
~DIRECTIONALMULTIPLIER1.0CLADDINGANDPURLIN,0.95MAIN
STRUCTURALMEMBER
~TERRAINCATEGORY2
~DESIGNBUILDINGHEIGHTASPERBUILDINGELEVATION,10mmax.
~TERRAIN/HEIGHTMULTIPLIER(Mz,cat)1.0
~SHIELDINGMULTIPLIER(Ms)1.0
~TOPOGRAPHICMULTIPLIER(Mt)1.0
G21.UNO=UNLESSNOTEDOTHERWISE
G22.KEEPONSITEACOMPLETESETOFCONTRACTDOCUMENTS(INCLUDINGDRAWINGSAND
SPECIFICATIONS)ANDSITEINSTRUCTIONS.
STEEL
S1.WORKMANSHIPANDMATERIALSTOCOMPLYWITHAS4100ANDAS/NZS1554.
S2.PROVIDESTEELINACCORDANCEWITH:
-AS1163GRADEC350FORRECTANGULARANDSQUAREHOLLOWSECTIONS,
-AS1163GRADEC250ORC350FORCIRCULARHOLLOWSECTIONS,ASNOTEDONDRAWINGS
-AS/NZS3678FORPLATESANDFLOORPLATE,
-AS/NZS3679PART1GRADE300ORBHPGRADE300PLUSFORUNIVERSALBEAMS,UNIVERSAL
COLUMNS,PARALLELFLANGECHANNELSANDANGLES,
-AS1397GRADEG450FORPURLINSANDGIRTS,
--OTHERWISETOCOMPLYWITHAS/NZS3678ORAS/NZS3679GRADE250UNO.
S3.MARKSTEELGRADESONSTRUCTURALMEMBERSINNON-CRITICALAREAS.USEIDENTIFICATION
MARKSCOMPATIBLEWITHANDVISIBLETHROUGHPAINTSYSTEM.
S4.DEVELOPWELDPROCEDURESTOSUITJOINTDETAILSANDSHOWONSHOPDRAWINGS.USE
PREQUALIFIEDWELDPROCEDURESTOAS/NZS1554.1CLAUSE4.3ORDEVELOPQUALIFICATIONOF
WELDPROCEDUREBYTESTINGTOAS/NZS1554.1CLAUSE4.2.
S5.WELDINGTOBEUNDERTAKENBYSUITABLYQUALIFIEDWELDERUNDERSUPERVISIONOFQUALIFIED
WELDINGSUPERVISOR.
S6.CARRYOUTWELDINGTOAS/NZS1554:ALLINTERFACESBETWEENSTEELSECTIONSTOBE
CONNECTEDWITH6mmCONTINUOUSFILLETWELDSALLROUND,BOTHSIDESUNO.
-WELDSTOBESHOPWELDEDUNO.
-WELDSTOBECATEGORYSP.
-BUTTWELDSTOBEFULL(COMPLETE)PENETRATIONUNO.
-ELECTRODESTOBELOWCARBONCLASSIFICATIONE48XX,PRE-APPROVEDTOAS/NZS1554
S7.EXTENTOFWELDINSPECTION/TESTINGTOBE:
--VISUALSCANNING100%OFWELDS
--VISUALEXAMINATION100%OFBUTTWELDSINTENSIONMEMBERSAND50%OF
OTHERWELDS
--RADIOGRAPHICORULTRASONIC10%OFBUTTWELDSINTENSIONMEMBERSAND5%OF
OTHERWELDS
S8.WELDSTOBEINSPECTEDBYINDEPENDENTNATAACCREDITEDQUALIFIEDWELDINGINSPECTOR.
PROVIDEWELDINGINSPECTOR’SREPORTTOSUPERINTENDENT.
S9.PROVIDESTEELMEMBERSMADEFROMWHOLELENGTHSWHEREVERPOSSIBLE.SEEKAPPROVAL
TOMAKELENGTHSUPOFSECTIONSJOINEDBYCOMPLETEPENETRATIONFULLSTRENGTHBUTT
WELDSGROUNDFLUSHWHEREREQUIRED.WHEREPROPOSED,SHOWJOINTSONSHOPDRAWINGS.
ENSUREMEMBERSARECONCENTRICATCONNECTIONS(GRAVITY-ORGAUGE-LINESTOINTERSECT)
UNO.ACCURATELYPRE-FORMPARTSTOAVOIDFORCEAND/ORRESTRAINTDURINGJOINING.
S10.M16ANDLARGERBOLTSTOBEHIGHSTRENGTHSTRUCTURALBOLTS,8.8/SPROCEDUREANDM12
SIZEBOLTSSHALLBECOMMERCIALBOLTS,4.6/SPROCEDUREUNO.
S11.MAKEBOLTEDSTRUCTURALCONNECTIONSWITH10mmTHICKCLEATPLATESAND2M208.8/SBOLTS
UNO.USEM124.6/SBOLTSFORPURLINSUPTO250DEEPUNO.STIFFENERS,PURLINANDGIRT
CLEATSANDFLYBRACECLEATSTOBE8mmTHICKUNO.
S12.WELDINGSYMBOLSARETOAS1101.3.“CFW”INDICATESCONTINUOUSFILLETWELD.“FSBW”
INDICATESFULLSTRENGTHBUTTWELDWHICHISEQUIVALENTTOCPBW.“CPBW"INDICATES
COMPLETEPENETRATIONBUTTWELD.
S13.USEBOLTSWITHTHREADSINCOMPLIANCEWITHAS1275.BOLTSOFSTRENGTHGRADE4.6TOBE
COMMERCIALGRADEBOLTSTOAS1111AND1112.BOLTSOFSTRENGTHGRADE8.8TOBEHIGH
STRENGTHSTRUCTURALBOLTS,NUTSANDWASHERSTOAS/NZS1252.MECHANICALPROPERTIES
OFBOLTS,NUTS,SCREWSANDSTUDSTOCOMPLYWITHAS/NZS4291.2.WASHERSTOCOMPLYWITH
AS1237.TIGHTENINGPROCEDURESTOCOMPLYWITHAS4100:
-SSNUGTIGHT.
-TBBEARINGMODEJOINT,BOLTSFULLYTENSIONED.
-TFFRICTIONMODEJOINT,BOLTSFULLTENSIONED.(CONTACTSURFACESOFCONNECTIONS
TOBEUNCOATED.)
S14.BOLTTYPEANDTIGHTENINGPROCEDUREAREDESIGNATED:NUMBER,SIZESTRENGTH
GRADE/TIGHTENINGPROCEDURES.
eg.4-M248.8/TB=4OFF24DIAMETERMETRICHIGHSTRENGTHSTRUCTURALBOLTSFULLY
TENSIONEDINBEARINGMODE.
S15.CROPINTERNALCORNERSOFCLEATSANDSTIFFENERS,etcTOFACILITATEDRAINAGE.PROVIDE
DRAINAGEHOLESTOPREVENTWATERPONDINGONSTRUCTURALELEMENTSDURING
CONSTRUCTION.SHOWPROPOSEDHOLESONSHOPDRAWINGS.
S16.HOTDIPGALVANIZEBOLTS,SCREWS,NUTSANDWASHERSTOAS1214.TAPGALVANIZEDNUTS
0.4mmOVERSIZETOSUITGALVANIZEDTHREADSTOAS1214ANDOILFORPROTECTION.INSTALL
WASHERSUNDERBOLTHEADANDNUT.PROVIDETWOWASHERSUNDERBOLTHEADIFHEADIS
USEDFORTIGHTENING.USETAPEREDWASHERSASREQUIRED.
S17.USEBOLTLENGTHSSOTHATPROJECTIONBEYONDNUTISATLEASTTWOTHREADS,ANDNOTMORE
THAN10mm.
S18.PROVIDE3mmCAPPLATESSEALWELDEDTOHOLLOWSECTIONSUNO.PROVIDEDRILLED
VENT/DRAINHOLESATTOPANDBOTTOMEXTREMITIESFORHOLLOWSECTIONSTOBEHOTDIPPED
GALVANIZED.PROVIDERUBBERSEALSORPLUGWELDVENT/DRAINHOLESTHATREMAINEXPOSED.
-PROVIDEDRILLEDSUSPENSIONHOLESINENDPLATES,ETCFORITEMSTOBEHOTDIPPED
GALVANIZED.PRIORTODIPPINGADVISESUPERINTENDENTOFANYDESIGNFEATURESTHATMAY
LEADTODIFFICULTIESDURINGGALVANISING.
S19.PROVIDESTAINLESSSTEELGRADE316LUNO.WELDSTOBEPOLISHEDTOMATCHADJACENT
STAINLESSSTEELROUGHNESSANDAPPEARANCE.APPLYPASSIVATIONTREATMENTUSINGNITRIC
ACID(HNO3)SOLUTIONTOALLSTAINLESSSTEELSURFACES.WASHTHOROUGHLYAFTER
PASSIVATION.
S20.WELDSTOBECLASS1AFORSTAINLESSSTEEL,SURFACEFINISHGRADEIORIIELECTRODESTOBE
E316XXLUNO,PRE-APPROVEDTOAS/NZS1554
S21.DONOTFLAMECUTSTAINLESSSTEEL.KEEPSTAINLESSSTEELSURFACESCLEANANDFREEOF
BLEMISHESTHROUGHOUTFABRICATION.
S22.FABRICATESTAINLESSSTEELINWORKSHOPAREASSEGREGATEDFROMCARBONSTEEL
FABRICATIONAREAS.USETOOLSDEDICATEDTOSTAINLESSSTEELFABRICATION.WIREBRUSHES
ANDWIREWOOLUSEDINFABRICATIONOFSTAINLESSSTEELTOBESTAINLESSSTEELORCLEAN
INERTMATERIALS.
S23.PREVENTCONTACTBETWEENSTAINLESSSTEELANDCARBONSTEEL,IRON,CHEMICALS,OILS
AND/ORGREASE.
S24.PROVIDEBOLTSTOPURLINSTOSUPPORTROOFBRACINGMIDSPAN.
S25.HOLESINPURLINSANDOTHERCOLDFORMEDSECTIONSTOBEINACCORDANCEWITHPURLIN
MANUFACTURER’SRECOMMENDATIONS,ORONLYINMIDDLETHIRDOFWEB.DONOTMAKEHOLES
INFLANGESOFPURLINSOROTHERCOLDFORMEDSECTIONS.
S26.HOLDINGDOWNBOLTSTOBEGRADE4.6UNO.SUPPLYHOLDINGDOWNBOLTSWITHTWOCLASS5
HEXAGONALHEADNUTSANDTWOEXTRALARGEFLATWASHERS.HOTDIPGALVANIZEHOLDING
DOWNBOLTS,NUTSANDWASHERSTOAS1214.TIEHOLDINGDOWNBOLTGROUPSRIGIDLY
TOGETHERPRIORTOINSTALLATION(eg.TACKWELDWITH10mmDIAMETERREINFORCINGBARTO
FORMARIGIDCAGE)TOENSURECORRECTBOLTLOCATIONS,ANDSETOUTUSINGA3mmMILD
STEELTEMPLATESUPPLIEDBYSTEELWORKFABRICATOR.PROVIDE4N12LIGATURESTOFIX
HOLDINGDOWNBOLTCAGESECURELYTOSLAB/FOOTINGREINFORCEMENT.
S27.GROUTBASEPLATES,HOLDING-DOWNBOLTS,REBATESetcBEFORECOLUMNSLOADEDORWALLS
ERECTED.USEAPPROVEDHIGH-STRENGTHNON-SHRINKPRE-MIXEDRAMMEDGROUT.
S28.DRILLHOLESFULLSIZEORREAMTOFULLSIZEAFTERSUB-DRILLINGORSUB-PUNCHING.SUB-
DRILLEDORSUB-PUNCHEDHOLESTOBEATLEAST3mmUNDERSIZE.FLAMECUTTINGOFHOLESIS
NOTPERMITTED.BOLTHOLESIZETOBE:
-BOLTDIAMETERPLUS2mmFORSTEELTOSTEELCONNECTIONS.
-BOLTDIAMETERPLUS4mmFORSTEELTOCONCRETECONNECTIONS.
-BOLTDIAMETERPLUS6mmFORHOLDINGDOWNBOLTS.
S29.SLOTTEDHOLESTOBE2.5xBOLTDIAMETERLONGUNO.BOLTSTOBESETCENTRALINSLOTUNO.
USEOVERSIZEDHARDENEDWASHERSATSLOTTEDHOLES.
S30.INSTALLBEAMSWITHNATURALCAMBERUPWARD.
S31.LIGHTWEIGHTSTEELWALLANDFLOORFRAMING,FIXINGSetcTOBEBYRONDOBUILDINGSERVICES
PTYLTDUNO.
S32.LIGHTWEIGHTSTEELWALLANDFLOORFRAMING(INCLUDINGROOFANDWALLBRACING,TRIMMERS,
NOGGINGS,HEADERS,TIEDOWNSTORESISTUPLIFT,etc)TOBEDESIGNEDTOAS/NZS4600BYA
RPEQ.CO-ORDINATEARCHITECTURAL,STRUCTURAL,SERVICESANDOTHERENGINEERING
DRAWINGSANDALLOWFORNECESSARYCONNECTIONS,SERVICESetc.PROVIDEWORKSHOP
DRAWINGSANDDESIGNCALCULATIONS.
S33.DESIGNCALCULATIONS/SHOPDRAWINGSTOSHOW:ARRANGEMENTOFMEMBERS,LOCATIONOF
MEMBERSINBUILDING,LOADINGPARAMETERSANDBRACINGLENGTHSASSUMEDINDESIGN,
DESIGNSTRESSES,STRENGTHOFSTEEL,SIZEOFEACHMEMBER,TOLERANCESONMEMBERSIZES,
JOINTDETAILS,TRIMMERS,NOGGINGSETC,LIFTINGPOINTS,METHODOFFIXINGANDBRACING,
SURFACEPROTECTION(IFANY),DESIGNDEFLECTION,METHODOFFABRICATION,SIZEAND
SPECIFICATIONOFCLEATS,BOLTS,SCREWS,BASEPLATEDETAILS,FIXINGSFORPURLINS,GIRTS
ANDBRACING,METHODOFHANDLINGANDERECTION(INCLUDINGTEMPORARYBRACINGREQUIRED
(IFANY),PRECAMBER,etc.
S34.PREPAREWORKSHOPDRAWINGS,CALCULATIONSetcANDSUBMITTHREECOPIESOFEACHFOR
SUPERINTENDENT’SREVIEWOFGENERALCOMPLIANCEWITHDESIGNCONCEPT.SHOPDRAWINGS
TOSHOWRELEVANTDETAILSOFEACHASSEMBLY,COMPONENTANDCONNECTION,TOGETHER
WITHINFORMATIONRELATIVETOFABRICATION,SURFACETREATMENTANDERECTION,INCLUDING
IDENTIFICATION,STEELTYPEANDGRADE,DIMENSIONSOFITEMS,REQUIREDCAMBER(WHERE
APPLICABLE),LOCATION,TYPEANDSIZEOFWELDSORBOLTS,WELDCATEGORIESANDBOLTING
CATEGORIES,WELDPROCEDURES,SURFACEPREPARATIONMETHODSANDCOATINGSYSTEM,
VENT/DRAINHOLESFORHOTDIPGALVANISING,PROPOSEDJOINTSINSTEELMEMBERS,etc.
S35.DONOTCOMMENCEFABRICATIONUNTILSHOPDRAWINGSANDCALCULATIONSHAVEBEEN
REVIEWED.ALLOW14DAYSFORSUPERINTENDENT’SREVIEW.SUPERINTENDENT’SREVIEWDOES
NOTINCLUDECHECKINGOFDIMENSIONS,ANDDOESNOTRELIEVECONTRACTOROF
RESPONSIBILITYFORCOMPLIANCEWITHDRAWINGSANDSPECIFICATIONS.
S36.AFTERCOMPLETIONOFFABRICATION,PREPARATIONFORSURFACETREATMENTTOBE:ROUNDOFF
ROUGHWELDS,SHARPEDGES,BURRS,ARRISES,WELDSPLATTERANDSLAG,etc.REMOVEGREASE,
OILANDOTHERCONTAMINANTSTOAS1627.1.REMOVERUST,MILLSCALE,OXIDEDEPOSITS,OLD
PAINTFILMS,etcBYABRASIVEBLASTCLEANINGTOAS1627.4CLASS2½TO35MICRONSPROFILE
HEIGHTORBYPOWERTOOLCLEANINGTOAS1627.2CLASS2.REMOVEALLDUSTBYBRUSHINGOR
VACUUMCLEANING.
S37.REFERSPECIFICATIONFORALLSTEELWORKSURFACEFINISHES.
S38.APPLYSURFACETREATMENTASSOONASPRACTICABLEAFTERPREPARATION,WITHINFOURHOURS
ANDBEFOREARUSTBLOOMAPPEARS.APPLICATIONOFSURFACETREATMENTTOCOMPLYWITH
MANUFACTURER’SRECOMMENDATIONS.
S39.PROTECTIVECOATINGSARETOBESHOPAPPLIEDANDCUREDINWORKSHOPINACCORDANCEWITH
MANUFACTURER’SRECOMMENDATIONSUNLESSAPPROVEDOTHERWISEINWRITINGBY
SUPERINTENDENT.PROTECTIVECOATINGSARETOBESMOOTH,UNIFORMANDWITHOUTRUNS,
BEADS,PINHOLES,SURFACECRAZINGOROTHERIMPERFECTIONS.
S40.PROTECTCOATINGSFROMDAMAGEANDDETERIORATIONDURINGHANDLING,TRANSPORT,
STORAGEANDERECTION.REPAIRDAMAGETOPROTECTIVECOATINGSTOREINSTATEINTEGRITY
OFNOMINATEDCOATINGINACCORDANCEWITHMANUFACTURERS’RECOMMENDATIONSAND
SPECIFICATION.EDGESOFPATCHREPAIRSTOBEFEATHERED.
-COATINGAPPLICATORTOPROVIDEA10-YEARWARRANTYOFCOATINGSYSTEM
S41.PROVIDEPURLINSANDGIRTSWITHGALVANIZEDCOATINGOF450g/m2=MINIMUMCOATINGMASS
TOAS1397UNOANDALSOAPPLYPAINTCOATINGSYSTEMASSPECIFIEDINTHESCHEDULEOF
PROTECTIVECOATINGSINTHESPECIFICATION.
CONCRETE
C1.REFERTOMARINEDRAWINGSFORCONCRETENOTES.
Level4,201CharlotteStBrisbaneQLD4000Australia
GPOBox668BrisbaneQLD4001
T61733163000F61733163333
Ebnemail@ghd.com.auWwww.ghd.com.auNoRevisionNote:*indicatessignaturesonoriginalissueofdrawingorlastrevisionofdrawingDrawnCheckedApprovedDate
ConditionsofUse.
Thisdocumentmayonlybeusedby
GHD'sclient(andanyotherpersonwho
GHDhasagreedcanusethisdocument)
forthepurposeforwhichitwasprepared
andmustnotbeusedbyanyother
personorforanyotherpurpose.Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DONOTSCALEClient
Project
Title
OriginalSize
A1DrawingNo:Rev:
ThisDrawingmustnotbe
usedforConstructionunless
signedasApproved
PlotDate:CadFileNo:
Client:

63. 1 2 3 4 5
A
C
B
C
S101
SC1
SC1
SC1
SC1
SC1
SC1
SC1
BR1
BR1
R1
R1
R1
R1
BR1
S1 S1 S1
S101
B
S101
A
M2
M1
M2
BR1
D1
D1
D1
D1
D1
D1
D1
D1
D2 D2 D2 D2
H1 H1
SC2
(UNDER)
BR2
(BELOW) (BELOW)
(WALL BRACING)
BR2
(WALL BRACING)
SC2
SC2
M1
1 2 3 4 5
A
C
B
P1
P1
P1
P1 P1
P1
P1
T1
T1
T1
T1 T1 T1 T1
T1T1
S2
P1
P2 P2
P1
P1
P1
P1
T1
BR1
1 2 3 4 5
A
C
B
P1
P1
P1 P1
P1
P1
P1
P1
P1
R2
R2
R2
R2
T1
T1 T1
T1
(UNDER)
S1
P1
P1 P1
P1
P1P1
P1
P1
S1
T1 T1
(UNDER)
(UNDER)
(UNDER)
S1S1
P2 P2
P1
S1 S1
M2
2
S102
S2
NOTES
1. REFER TO DRG. 41-22853-S001 FOR STRUCTURAL NOTES.
2. REFER TO ARCHITECTURAL DRAWINGS FOR SETOUT UNO.
3. REFER TO MARINE DRAWINGS FOR CONCRETE DETAILS AND REINFORCEMENT.
4. ALL DISSIMILAR METALS SHALL BE SEPARATED IN ACCORDANCE WITH THE
SPECIFICATION.
5. ALL WELDS SHALL BE SEALED ALL ROUND ON EXPOSED TRUSS ENDS, GRIND
AND FINISH.
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
7/12/2010 3:29:43 PM C:Documents and SettingslrorrealMy DocumentsRevitLocal
Files41-22853-NORTHSHORE HAMILTON CITY TERMINAL- SITE & WAITING AREA -
CENTRAL -2011_lrorreal.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
S100
T. HAGENSON I. SAUL
R.SUTHERLAND*
G. RANGER*
STRUCTURAL ROOF PLANS
41-22853
25.08.10
M. MOHR*
LRO JK* GR*
TZH JK* GR*
WAITING AREA
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 50
PORTAL FRAMING PLAN
SCALE 1 : 50
HIGHER ROOF FRAMING PLAN
SCALE 1 : 50
LOWER ROOF FRAMING PLAN
STRUCTURAL FRAMING SCHEDULE
MARK MEMBER COMMENTS
Structural Framing 1
B1 150x100x5 RHS BEAM
BR1 60x3.6 CHS 10 TEE PLATE, 2-M20 BOLTS, 6 CFW TYP.
BR2 20Ø ROD W- TURNBUCKLE 10 CLEAT PLATE SLOTTED 100mm MIN., 2-M16 BOLTS, 6 CFW TYP.
BR3 75x6 EA FULLY WELDED TRUSS MEMBER
D1 76x4.5 CHS DROPPER. CFW TO R2. 12 END PLATE, 4-M20 BOLTS TO R1.
D2 200x100x4 RHS DROPPER. CFW TO R1.
H1 100x4 SHS 10 CLEAT PLATE, 2-M16 BOLTS, 6 CFW TYP. TO SC1 AND TRUSS VERTICALS
P1 150Z15 PURLIN 1200 MAX CRS. WITH 1 ROW OF BRIDGING
P2 150C15 PURLIN PURLIN
R1 310UB46.2 RAFTER
R2 150UB14.0 RAFTER
S1 60x3.6 CHS 10 TEE PLATE, 2-M20 BOLTS, 6 CFW TYP.
S2 150 PFC STRUT
T1 200x100x4 RHS EDGE BEAM
STRUCTURAL COLUMN SCHEDULE
MARK MEMBER COMMENTS
Structural Columns 1
M1 200x100x5 RHS REFER ARCHITECTURAL DRAWINGS FOR POSITION TYP.
M2 150x100x5 RHS REFER ARCHITECTURAL DRAWINGS FOR POSITION TYP.
SC1 310UB46.2 PORTAL COLUMN
SC2 89x5 SHS KIOSK COLUMN
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50

64. 1 2 3 4 5
SC1
SC1
SC1
SC1
T1
T1
T1
S1 S1 S1
T1
T1
SC2
BR2
BR2
MITRE CUT
& CPBW
T1
T1
MITRE CUT
& CPBW
RHS MEMBERS BEHIND
12345
S1
SC1
SC1
SC1
M2
M1
T1 T1 T1 T1
BR3
BR3
BR3
BR3
S2
S2
BR3
BR3
S2
BR3
T1
T1T1
BR2
BR2
BR2
BR2
S2
3
S102
D
S102
H1 H1
CONNECT M1 TO T1
WITH VERTICALLY
SLOTTED HOLES
M1
T1
A CB
SC1
SC1
R1
P2P1P1P1T1
R2S1
D1
D1
P1P1 P1 P1 P2 T1
T1
4
S102
5
S102
T1
S2
E
S102
F
S102
H1
NOTES
1. REFER TO DRG. 41-22853-S001 FOR STRUCTURAL NOTES.
2. REFER TO ARCHITECTURAL DRAWINGS FOR SETOUT UNO.
3. REFER TO MARINE DRAWINGS FOR CONCRETE DETAILS AND REINFORCEMENT.
4. ALL DISSIMILAR METALS SHALL BE SEPARATED IN ACCORDANCE WITH THE
SPECIFICATION.
5. ALL WELDS SHALL BE SEALED ALL ROUND ON EXPOSED TRUSS ENDS, GRIND
AND FINISH.
A CB
SC2
SC2
SC1
SC1
SC2
R1
T1
R2 P2T1
T1
CONNECT SC2 TO R2
WITH VERTICALLY
SLOTTED HOLES
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:30:00 PM C:Documents and SettingslrorrealMy DocumentsRevitLocal
Files41-22853-NORTHSHORE HAMILTON CITY TERMINAL- SITE & WAITING AREA -
CENTRAL -2011_lrorreal.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
S101
T. HAGENSON I. SAUL
R.SUTHERLAND*
G. RANGER*
ELEVATIONS & SECTIONS
41-22853
25.08.10
M. MOHR*
LRO JK* GR*
TZH JK* GR*
WAITING AREA
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 50S100
ELEVATIONB
SCALE 1 : 50S100
ELEVATIONA
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
SCALE 1 : 25
TYPICAL SECTION
SCALE 1 : 50S100
SECTIONC
NOT TO SCALE
LOWER ROOF PERSPECTIVE
NOT TO SCALE
HIGHER ROOF PERSPECTIVE
0
SCALE 1: AT ORIGINAL SIZE
250 500 750 1000 1250mm
25

65. 3
A
SC1
T1 T1
S2
R1
16 CLEAT PLATE
2-M20 8.8/S BOLTS
6 CFW OUTSIDE
100mm FILLET WELD T & B INSIDE
6 CFW BOLTS TO REAR
OF CLEAT PLATE
NOTE: SOME MEMBERS SHOWN TRANSPARENT FOR CLARITY
REFER DETAIL 3
10 TEE PLATE
2-M20 BOLTS
6 CFW TYP.
3
H
S102
T1 T1
T1
BR3
S2
SC1
FULLY WELDED TRUSS FRAME
6 CAP PLATE
A
T1
SC1
S2
R1
P1
25 END PLATE
8-M20 8.8/TF BOLTS
6 CFW TYP.
10 STIFFENER PLATE
BOTH SIDES
6 CFW TYP.
10 STIFFENER PLATE
BOTH SIDES
6 CFW TYP.
16 DOUBLER PLATE
16 PLATE WELDED
TO SC1 FLANGES
NOTE: STRUT NOT SHOWN FOR CLARITY
6 CAP PLATE CB
J
S102
S1
R1
SC1
200
16 STIFFENER PLATE
6-M20 8.8/TF BOLTS
WELDED TO RAFTER FLANGE
16 CAP PLATE
10 STIFFENER PLATE
BOTH SIDES
6 CFW TYP.
25 END PLATE
16 DOUBLER PLATE
6-M20 8.8/TF BOLTS
CPBW TO R1 FLANGES
3
A
25 BASE PLATE
40 GROUT PAD
4-M20 4.6/S BOLTS
350 MIN. EMBEDMENT
FSBW FLANGES
BOTH SIDES
BASE PLATE & GROUT
SHALL BE FLUSH WITH
COLUMN EXTENTS
NOTE: TYPICAL SC1 BASE PLATE DETAIL FOR GRID A
SC1
110150
5555
3
CB
25 BASE PLATE
40 GROUT PAD
4-M20 4.6/S BOLTS
350 MIN. EMBEDMENT
NOTE: TYPICAL SC1 BASE PLATE DETAIL FOR GRID C
SC1
CL
5555
100 100
5
B
T1
T1
T1
S2
M2
SC2
6 CAP PLATE10 CAP PLATE
2-M20 BOLTS
WITH SLEEVES
G
S102
10 CLEAT PLATE
2-M20 BOLTS
WITH SLEEVES
10 CAP PLATE
2-M20 BOLTS
WITH SLEEVES
10 CLEAT PLATE
2-M20 BOLTS
B
SC2
S2
T1
T1
10 CAP PLATE
2-M20 THROUGH BOLTS
WITH SLEEVES
6 CFW TYP.
10 CLEAT PLATE
2-M20 BOLTS
6 CFW TYP.
CUT H2 AROUND SC2.
REFER ARCHITECTURAL
DRG. 41-22853-A141 FOR
DETAIL
NOTES
1. REFER TO DRG. 41-22853-S001 FOR STRUCTURAL NOTES.
2. REFER TO ARCHITECTURAL DRAWINGS FOR SETOUT UNO.
3. REFER TO MARINE DRAWINGS FOR CONCRETE DETAILS AND REINFORCEMENT.
4. ALL DISSIMILAR METALS SHALL BE SEPARATED IN ACCORDANCE WITH THE
SPECIFICATION.
5. ALL WELDS SHALL BE SEALED ALL ROUND ON EXPOSED TRUSS ENDS, GRIND
AND FINISH.
A
S2
R1
P1
T1
H1 T1
12 CLEAT PLATE
4-M20 8.8/TF BOLTS
12 CLEAT PLATE
2-M16 BOLTS
10 BASE PLATE
20 GROUT PAD
2-M16 BOLTS CAST IN 300 MIN.
FILL WITH NON-SHRINK GROUT
RECESS PLATE 40mm INTO SLAB
& LOCALLY DISPLACE REINFORCEMENT
AS REQUIRED TO MAINTAIN COVER
NOTE: SLAB REINFORCEMENT NOT SHOWN FOR CLARITY.
BASE PLATE & BOLT ARRANGEMENT TO SUIT
ARCHITECTURAL WALL POSITION.
SC2
NOTE: SLAB REINFORCEMENT NOT SHOWN FOR CLARITY.
10 BASE PLATE
20 GROUT PAD
2-M16 BOLTS CAST IN 300 MIN.
FILL WITH NON-SHRINK GROUT
RECESS PLATE 40mm INTO
SLAB & LOCALLY DISPLACE
REINFORCEMENT AS
REQUIRED TO MAINTAIN COVER
SIMILAR TO TYPICAL SC2 BASE PLATE DETAIL, BUT NOT RECESSED INTO SLAB
3
T1
T1
S1 S1
R1
D2
10 TEE PLATE
2-M16 8.8/S BOLTS
6 CFW TYP.
10 TEE PLATE
2-M16 8.8/S BOLTS
6 CFW TYP.
T1
T1
EXTEND DROPPER DOWN
TO PICK UP STEEL EDGE
BEAMS AS REQUIRED. TYP.
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:30:01 PM C:Documents and SettingslrorrealMy DocumentsRevitLocal
Files41-22853-NORTHSHORE HAMILTON CITY TERMINAL- SITE & WAITING AREA -
CENTRAL -2011_lrorreal.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
S102
T. HAGENSON I. SAUL
R.SUTHERLAND*
G. RANGER*
ROOF FRAMING DETAILS
41-22853
25.08.10
M. MOHR*
LRO JK* GR*
TZH JK* GR*
WAITING AREA
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
SCALE 1 : 10S102
SECTIONH
SCALE 1 : 10S101
3 DETAIL
SCALE 1 : 10S101
4 DETAIL
SCALE 1 : 10S101
5 DETAIL
SCALE 1 : 10S101
SECTIONE
SCALE 1 : 10S101
SECTIONF
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
SCALE 1 : 10S100
2 DETAIL
SCALE 1 : 10S102
SECTIONGSCALE 1 : 10S101
SECTIOND
SCALE 1 : 20
TYPICAL SC2 BASE PLATE DETAIL
SCALE 1 : 20
TYPICAL M1/M2 BASE PLATE DETAIL
SCALE 1 : 10S102
SECTIONJ

66. NOTES
1. REFER TO DRG 41-22853-S001 FOR STRUCTURAL NOTES
2. REFER TO ARCHITECTURAL DRAWINGS FOR SETOUT UNO.
3. DISSIMILAR METALS SHALL BE SEPARATED IN ACCORDANCE
WITH THE SPECIFICATION
6
7
8
9
D FE
B
S201
1
S202
A
S201
B3
B3
B3(UNDER)
B2
B1
B1
R1
V3
BR1BR1
V3
R1
B1
BR1
BR1
B1
S1
BR1
BR1
R1
V3
BR1BR1
BR1
BR1
B1
R1
B2
B1
V3
BR1
BR1
2
S202
B3(UNDER)
6
7
8
9
D FE
P2
P2
P2
P2
P2
P3P3P3P3
P1
P3
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
7/12/2010 3:19:31 PM C:Documents and SettingslrorrealMy DocumentsRevitLocal
Files41-22853-NORTHSHORE HAMILTON CITY TERMINAL- PONTOON - LINK -
CENTRAL -2011_lrorreal.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
S200
T. HAGENSON Y. LU
I. SAUL*
G. RANGER*
ROOF FRAMING & PURLIN PLANS
41-22853
25.08.10
M. MOHR*
LO JK* GR*
TZH JK* GR*
PONTOON
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 7.12.10
STRUCTURAL ROOF FRAMING SCHEDULE
MARK MEMBER COMMENTS
B1 200x100x4 RHS BEAM
B2 250C19 BEAM
B3 150x100x6 RHS BEAM
BR1 20Ø ROD WITH TURNBUCKLE ROD CROSS BRACING
P1 200Z24 2 SUPAPURLIN SPACED AT 900 MAX CRS. WITH 2 ROWS OF BRIDGING
P2 200Z24 SUPAPURLIN SPACED AT 900 MAX CRS. WITH 3 ROWS OF BRIDGING
P3 200C24 PURLIN
R1 410UB60 RAFTER
S1 76x4 CHS STRUT (GRADE 250 STEEL)
SCALE 1 : 50
ROOF FRAMING PLAN
SCALE 1 : 50
PURLIN PLAN
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
STRUCTURAL COLUMN SCHEDULE
MARK MEMBER COMMENTS
V3 530UB92.4 STEEL COLUMN

67. D FE
3
S202
4
S202
NOTE: BR1 NOT SHOWN FOR CLARITY
V3
R1
B1
P2P2P2P2P2P3B1
NOTES
1. REFER TO DRG 41-22853-S001 FOR STRUCTURAL NOTES
2. REFER TO ARCHITECTURAL DRAWINGS FOR SETOUT UNO.
3. DISSIMILAR METALS SHALL BE SEPARATED IN ACCORDANCE
WITH THE SPECIFICATION
6 7 8 9
V3 EXTENDS INTO PONTOON AND IS FULLY WELDED
INTO PONTOON STRUCTURE. REFER TO MARINE
DRG. 41-22853-M401 FOR DETAILS (TYP.)
PONTOON STRUCTURE TO MARINE
ENGINEER'S DETAILS
NOTE: BOX GUTTER SUPPORTS NOT SHOWN FOR CLARITY
BR1
BR1
V3
V3
V3
V3
BR1BR1
6 7
B3
B3
B3
CL
160
CL
710
R1
B1 B1
R1
5
S202
B3
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
1 : 50
7/12/2010 3:19:33 PM C:Documents and SettingslrorrealMy DocumentsRevitLocal
Files41-22853-NORTHSHORE HAMILTON CITY TERMINAL- PONTOON - LINK -
CENTRAL -2011_lrorreal.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
S201
T. HAGENSON Y. LU
I. SAUL*
G. RANGER*
TYPICAL SECTIONS
41-22853
25.08.10
M. MOHR*
LO JK* GR*
TZH JK* GR*
PONTOON
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 7.12.10
SCALE 1 : 50S200
SECTIONB
STRUCTURAL ROOF FRAMING SCHEDULE
MARK MEMBER COMMENTS
B1 200x100x4 RHS BEAM
B2 250C19 BEAM
B3 150x100x6 RHS BEAM
BR1 20Ø ROD WITH TURNBUCKLE ROD CROSS BRACING
P1 200Z24 2 SUPAPURLIN SPACED AT 900 MAX CRS. WITH 2 ROWS OF BRIDGING
P2 200Z24 SUPAPURLIN SPACED AT 900 MAX CRS. WITH 3 ROWS OF BRIDGING
P3 200C24 PURLIN
R1 410UB60 RAFTER
S1 76x4 CHS STRUT (GRADE 250 STEEL)
SCALE 1 : 50S200
SECTIONA
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500mm
50
STRUCTURAL COLUMN SCHEDULE
MARK MEMBER COMMENTS
V3 530UB92.4 STEEL COLUMN
NOT TO SCALE
ROOF FRAMING PERSPECTIVE
SCALE 1 : 50
SIGNAGE FRAME ELEVATION

68. B1
S1
F
7
F
B1
B3
B1
BR1
R1
BR1
E
10 STIFFENER PLATE
BOTH SIDES
6 CFW TYP.
10 STIFFENER PLATE
BOTH SIDES
6 CFW TYP.
10 DOUBLER PLATE
TYP.
25 END PLATE
8-M20 8.8/TF BOLTS
A
S202
F
10 CLEAT PLATE EACH SIDE
CROSS END OF RHS
2-M20 BOLTS
6 CFW TYP.
7
E
V3
R1
BR1
BR1
B1B1
P3P3
BR1
6
10 STIFFENER PLATE
BOTH SIDES TO TOP
OF ALL V3 MEMBERS TYP.
6 CFW B1 TO R1
V3
BR1
B1B1
B2
P3P3
BR1
6
B1
R1
BR1
B2
NOTES
1. REFER TO DRG 41-22853-S001 FOR STRUCTURAL NOTES
2. REFER TO ARCHITECTURAL DRAWINGS FOR SETOUT UNO.
3. DISSIMILAR METALS SHALL BE SEPARATED IN ACCORDANCE
WITH THE SPECIFICATION
B
S202
SHOWN TRANSPARENT
FOR CLARITY
12 TEE PLATE
6 CFW TO B1
2-M20 BOLTS TYP.
B1
S1
BR1
BR1
F
6 CFW ALL AROUND TYP.
3 CAP PLATE TO EXPOSED B3
B3
R1
B1
7
B1
10 CLEAT PLATE
2-M20 BOLTS TYP.
10 CAP PLATE
10 CLEAT PLATE
2-M20 BOLTS TYP.
B1
BR1
7
V3
100 TYP.
B1
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
7/12/2010 3:19:34 PM C:Documents and SettingslrorrealMy DocumentsRevitLocal
Files41-22853-NORTHSHORE HAMILTON CITY TERMINAL- PONTOON - LINK -
CENTRAL -2011_lrorreal.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
S202
T. HAGENSON Y. LU
I. SAUL*
G. RANGER*
ROOF FRAMING DETAILS
41-22853
25.08.10
M. MOHR*
LO JK* GR*
TZH JK* GR*
PONTOON
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 7.12.10
SCALE 1 : 10S201
3 DETAIL
SCALE 1 : 10S201
4 DETAIL
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
SCALE 1 : 10S200
1 DETAIL
STRUCTURAL ROOF FRAMING SCHEDULE
MARK MEMBER COMMENTS
B1 200x100x4 RHS BEAM
B2 250C19 BEAM
B3 150x100x6 RHS BEAM
BR1 20Ø ROD WITH TURNBUCKLE ROD CROSS BRACING
P1 200Z24 2 SUPAPURLIN SPACED AT 900 MAX CRS. WITH 2 ROWS OF BRIDGING
P2 200Z24 SUPAPURLIN SPACED AT 900 MAX CRS. WITH 3 ROWS OF BRIDGING
P3 200C24 PURLIN
R1 410UB60 RAFTER
S1 76x4 CHS STRUT (GRADE 250 STEEL)
STRUCTURAL COLUMN SCHEDULE
MARK MEMBER COMMENTS
V3 530UB92.4 STEEL COLUMNSCALE 1 : 10S200
2 DETAIL
SCALE 1 : 10S201
5 DETAIL
SCALE 1 : 10S202
SECTIONB
SCALE 1 : 10S202
DETAILA

69. 100x50x3 RHS 316L
STAINLESS STEEL
(TYPICAL)
1
S300
E316xxL BUTT WELD
50.8x3 CHS 316L
STAINLESS STEEL (TYP.)
GANGWAY TRUSS CHORD
REFER TO DETAIL 3
DRAWING 41-22853-A240
FOR TOP FIXING CONNECTION
OF STAINLESS STEEL POST
TO ALUMINUM GANGWAY TOP CHORD
10 PLATE 316L STAINLESS STEEL
(REFER TO ARCHITECTURAL DRAWINGS
FOR HANDRAIL SUPPORT LUG)
50.8x3 CHS 316L
STAINLESS STEEL
E
S300
ISOLATE HANDRAIL FROM ALUMINIUM FLOORING
50 MAX.
100X50X3 RHS
F
S300
70
20 "L" PLATE GR 316L STAINLESS STEEL
3-16 DIA STAINLESS STEEL STUDS WELDED
TO PONTOON AT ARCHITECT'S LOCATION
100x50x3 RHS 316L
STAINLESS STEEL
(TYPICAL)
20 PLATE 316L
STAINLESS STEEL
RAMSET CHEMSET INJECTION
4-M16 316 STAINLESS STEEL ANCHORS
150 EFFECTIVE DEPTH
50 MAX.
(BALUSTRADE 2 SIMILAR - REFER TO TYPICAL BALUSTRADE 2 CORNER DETAIL.
REFER TO ARCHITECTS DRAWING FOR GLASS FIXING DETAIL)
230
SIDE FACE OF CONCRETE
CLCL
100100
3 CAP PLATES
316L STAINLESS STEEL (TYP.)
A
S300
E 316LXX 4 CFW TOP AND BOTTOM
WITH A MIN. 20 VERTICAL RETURN ON
OUTSIDE EDGE (TOTAL WELD LENGTH
140 PER POST)
CLCL
100
E316XXL, 4mm CFW
100x50x3 RHS 316L
STAINLESS STEEL
STAINLESS STEEL 316L
M12 BOLTS WITH
316L STAINLESS STEEL
SLEEVE
(TYPICAL)
50
75x4.5 PLATE 316L
STAINLESS STEEL
AS PER ARCHITECT DRAWINGS
3 CAP PLATES
316L STAINLESS STEEL
TYPICAL STAINLESS STEEL VERTICAL FLAT
INFILL PANEL TO BALUSTRADE POST DETAIL
SCALE 1:10
100x50x3 RHS 316L
STAINLESS STEEL
BALUSTRADE POST
20 BASE PLATE 316L
STAINLESS STEEL
2-M16 316 STAINLESS STEEL
BOLTS
100x50x3 RHS 316L STAINLESS STEEL
BALUSTRADE POST. E316Lxx
STAINLESS STEEL WELD(TYPICAL)
20 BASE PLATE 316L
STAINLESS STEEL
2-16Ø STAINLESS STEEL STUDS WELDED
TO PONTOON AT ARCH. LOCATIONS
70
D
S300
100x50x3 RHS 316L
STAINLESS STEEL
(TYPICAL)
20 FABRICATED ANGLE PLATE
316L STAINLESS STEEL
RAMSET CHEMSET INJECTION 801
4-M16 316 STAINLESS STEEL ANCHORS
125 EFFECTIVE DEPTH
SIDE FACE OF CONCRETE
NOTES
1. REFER TO DRG. 41-22853-S001 FOR STRUCTURAL NOTES.
2. BALUSTRADE NUMBERING IS REFERENCED TO ARCHITECTS DRAWINGS.
3. REFER TO MARINE DRAWINGS FOR CONCRETE DETAILS AND REINFORCEMENT.
4. ALL DISSIMILAR METALS SHALL BE SEPARATED IN ACCORDANCE WITH THE
SPECIFICATION.
Level 4, 201 Charlotte 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.au W www.ghd.com.auNo Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Checked Approved Date
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. Scale
Drawn
Drafting
Approved
Date
Check
Designed
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:
-
Client:
As indicated
8/12/2010 9:13:19 AM C:Documents and SettingslrorrealMy DocumentsRevitLocal
Files41-22853-NORTHSHORE HAMILTON CITY TERMINAL- SITE & WAITING AREA -
CENTRAL -2011_lrorreal.rvt
URBAN LAND DEVELOPMENT AUTHORITY
NORTHSHORE HAMILTON CityCat TERMINAL
S300
T. HAGENSON I. SAUL
R.SUTHERLAND*
G. RANGER*
BALUSTRADE AND SCREEN DETAILS
41-22853
25.08.10
M. MOHR*
LRO JK* GR*
TZH JK* GR*
GENERAL
1
APPROVED ISSUE0 25.08.10
CONSTRUCTION DOCUMENTATION AMENDMENTS1 07.12.10
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500mm
10
SCALE 1 : 10S300
SECTIONA
SCALE 1 : 5S300
1 BAL. 1 WELD DETAIL
SCALE 1 : 10
BALUSTRADE 3 (BAL. 3) POST FIXING DETAIL
SCALE 1 : 10
BALUSTRADE 4 (BAL. 4) POST FIXING DETAIL
SCALE 1 : 10
BALUSTRADE 4 (BAL. 4) CORNER CONNECTION DETAIL
SCALE 1 : 10
BALUSTRADE 1 (BAL. 1) POST FIXING DETAIL
SCALE 1 : 10
TYPICAL BAL. 1 POST WELD DETAIL
SCALE 1 : 5
TYPICAL BAL. 4 POST WELD DETAIL
SCALE 1 : 10S300
SECTIONE
SCALE 1 : 10S300
SECTIONF
SCALE 1 : 10
BALUSTRADE 2 POST CORNER DETAIL
SCALE 1 : 10S300
SECTIOND
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250mm
5