C
B
A SKYLIGHT FRAMELESS GLAZING, TOUGHENED LAMINATED LOW IRON GLASS, F5 FINISH CONCRETE CRASH BARRIER AND SKYLIGHT ROOF
FFL 26000 NDG - Level 3
FFL 23900 MAYORAL STREET LEVEL
EXISTING SERVICE LANE
FFL
23350 LID SOUTH
CONCRETE SLAB
CEILING CAVITY SERVICES CROSS OVER LOCALLY
ACOUSTIC ABSORBENT LINING COVER COMPLETE UNDERSIDE OF CONCRETE SLAB
CONCRETE BEAM EXPOSED UNDERSIDE AND PART SIDE TO BE F5 FINISH
FCL 20850 RCP CONCOURSE
SUSPENDED CEILING, POWDER COATED STEEL PANELS PERFORATION (50%)
EQ
EQ
SERVICES ZONE FOR ELEC, COMMS AND FIRE SERVICES
FFL 20000 NDG - LEVEL 2 GRC WALL PANELS ON SUBSTRUCTURE PERFORATION TO ACOUSTIC ABSORBENT BACKING. REFER TO ACOUSTIC CONSULTANT ADVICE FOR TOTAL AREA REQUIRED. REMOVABLE PANELS AND ACCESS DOORS AS REQUIRED LOCALLY GLASS BALUSTRADE TOUGHENED LAMINATED LOW IRON GLASS WITH STAINLESS STEEL RAILINGS AS STRUCTURALLY REQUIRED, GLASS FIXED IN CONCEALED BOTTOM RAIL, HINGED LOCALLY TO ALLOW FOR MAINTENANCE ACCESS
EQ
1500
EQ
EQ
EQ
EQ
CONCOURSE
FFL 17250 B1 CONCOURSE CONCRETE STRUTS EXPOSED CONCRETE F5 FINISH
1300
VOID
CONCRETE BEAM AND SLAB REFER TO STRUCTURAL DOCUMENTS
OVER TRACK EXHAUST (OTE)
STEEL HANGAR REFER TO STRUCTURAL DOCUMENTS FIRE RATED LINING
EQ
OVER TRACK EXHAUST (OTE)
LOCAL DAMPERS TO OVER TRACK EXHAUST
SERVICES ZONE
EQ
PRECAST SLAB WITH TOPPING REFER TO STRUCTURAL DOCUMENTS
FFL 14000 NDG Level 1 GRC WALL PANELS ON SUBSTRUCTURE PANELS TO HAVE 20% PERFORATION TO ACOUSTIC ABSORBENT BACKING, REMOVABLE PANELS AS REQUIRED LOCALLY FOR ACCESS
EQ
OHLE TRACTION POWER (REFER TO RAIL SYSTEMS)
STEEL HANGAR REFER TO STRUCTURAL DOCUMENTS LINING FACING INSIDE TRACK SIGNAGE
KINEMATIC ENVELOPE (REFER TO RAIL SYSTEMS)
ZONE FOR POTENTIAL FUTURE PSD
Filename: C:\Revit\CRL_AOT_ARC_000_MD3_STATION_R15_VE2_JHR.rvt
FFL 9844 B3 PLATFORM RL
2500
ESCALATOR LINING BRUSHED STAINLESS STEEL FINISH
PLATFORM
CONCRETE PILE REFER TO STRUCTURAL DOCUMENTS FALL 1:100
EMERGENCY SAFETY DEPRESSION
9094
T.O.R.
CONCRETE PRECAST PANEL EXPOSED CONCRETE F5 FINISH LOCAL ADVERTISING AS PER INTERNAL ELEVATIONS
FALL 1:100
UNDER PLATFORM SERVICES CAVITY FOR ELEC, COMMS AND HYDRAULIC SERVICES
Office:
2120
TYPICAL CROSS SECTION_FOREGROUND
Plot Date: 19/03/2016 11:00:56 a.m.
1
85 CONC. FACING 1200 PILE
1870 MIN. VARIES
2
PARTIAL CROSS SECTION CONCOURSE
SCALE @ A1 1 : 50
SCALE @ A1 NTS
ISSUE FOR AT REVIEW N
CLIENT
REV 2 B A 1
DATE 21-03-16 11-03-16 31-01-15 19-12-14
REVISION DETAILS VALUE ENGINEERING 2 CHANGES REFERENCE DESIGN ISSUED FOR VERIFICATION REVIEW ISSUE FOR AT REVIEW ISSUED FOR VERIFICATION REVIEW
APPROVAL C. JACK C. JACK C. RITTER C. RITTER
SCALE
SIZE
1 : 50
A1
DRAWN
PRELIMINARY NOT FOR CONSTRUCTION
0.5
1
1.5
2
2.5m
DATE
40
60
80
100
TITLE
CHECKED
Grant Daniel
Chris Jack
ORIGINAL SIZE 20mm
21/03/2016
Eduardo Velasquez / James Raimon
SCALE 1:50 AT A1 SCALE 1:100 AT A3 0
AOTEA STATION - ALBERT ST FROM VICTORIA ST TO WYNDHAM ST ENLARGED CROSS-SECTION
APPROVED
Jasmax/ Grimshaw DESIGNED
0
AUCKLAND CITY RAIL LINK
PROJECT
200
300
400
500
DOCUMENT 600
PROJECT
ZONE
DISCIPLINE
ELEMENT
TYPE
SHEET
CRL
AOT
ARC
000
DRG
6503
700
REVISION
2 800