NSW Forensic Pathology & Coroners Court€¦ · the principal under the terms of the contract. any...
6
MAIN AVENUE STAFF PARKING (87) PUBLIC & POLICE PARKING (71) EXISTING BUILDING FFL RL 35.85 BOH (12) OUTLINE OF 8 X 12M CONTAINERS BTU ENTRY BTU EXIT CORONERS PARKING ENTRY DISCRETE EXIT MAIN PUBLIC ENTRY STAFF TRAFFIC IN/OUT DROP OFF ZONE TWO WAY TRAFFIC PUBLIC TRAFFIC IN / OUT SUB STATION KIOSK SECURE ROAD 2400 HIGH TIMBER SECURITY FENCING 2400 HIGH SECURITY FENCING - PALISADE SECURITY FENCING - CHAIN MESH - HEIGHT TO MATCH EXISTING PEDESTRIAN GATE STANDBY GENERATOR VEHICLE GATE CULVERT 15080 105815 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 S-3 2 S-1 S-2 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-19 S-20 S-21 S-22 S-23 S-24 S-25 S-26 S-27 S-28 S-29 S-30 S-31 S-32 S-33 S-34 S-35 S-36 S-37 S-38 S-39 S-41 S-42 S-43 S-44 S-45 S-46 S-47 S-48 S-49 S-50 S-51 S-52 S-53 S-54 S-55 S-56 S-57 S-58 S-59 S-60 S-61 S-63 S-64 S-65 S-66 S-67 S-68 S-69 S-70 S-71 S-72 S-73 S-74 S-75 S-76 S-77 S-78 S-79 S-80 S-81 S-82 S-83 S-84 S-85 S-86 S-87 S-18 S-62 S-40 JOSEPH STREET B-22 B-23 B-21 B-20 B-19 B-18 B-17 B-16 B-15 B-14 B-13 B-12 B-11 B-10 B-9 B-8 B-7 B-24 WEEROONA ROAD B-4 B-3 B-2 B-6 B-5 FUNERAL & POLICE (12) BOH ENTRY STAFF ENTRY RL 38.61 RL 37.46 RL 36.42 BOOSTER VALVES & WATER METER BICYCLE PARKING ENTRY RL 35.83 GATE BOH YARD 18810 25605 10590 SLIDING VEHICLE GATE PEDESTRIAN GATE PEDESTRIAN PATH RL 36.92 RL 35.85 BOOM GATE RL 37.25 11000 10050 EXISTING FENCE FORECOURT PEDESTRIAN PATH SECURE ACCESS POINT BOUNDARY AS PART OF PROPOSED LOT ACQUISITION EXISTING FENCE EXISTING FENCE EXISTING FENCE EXISTING FENCE EXISTING GATE HOUSE EXISTING PEDESTRIAN PATH EXI ST I N G PED E ST R I AN PAT H EXISTING SANDSTONE WALL WITH 'BOTANICA' SIGNAGE PEDESTRIAN PATH BOOM GATE REJECTED VEHICLE TURNING BAY EXISTING DRIVEWAY EXISTING TREE TO BE ASSESSED BY ARBORIST 11780 OVERFLOW AREA FOR DVI OPERATION IF REQUIRED - PARKING MANAGEMENT TO BE IMPLEMENTED 16910 BOOM GATE DROP OFF ZONE LINE OF EXISTING CROSS OVER IMPACT RESISTANT POWER BOLLARDS TO ELECTRICAL ENGINEER'S DETAILS POWER BOLLARD POWER BOLLARD POWER BOLLARD POWER BOLLARD RL 35.75 RL 35.75 RL 35.43 20965 53660 4320 37000 14800 16015 POWER BOLLARD LOT 1 DP850697 LOT 21 DP1158586 LOT 24 DP1158586 LOT 22 DP1158586 LOT 79 DP1097193 LOT 82 DP1139415 1:14 1:14 EXISTING CARPARKING EXISTING ROAD NEW KEY LOCK ACCESS GATE IN EXISTING FENCE MAINTENANCE VEHICLE ACCESS RAMP / STAIR ACCESS TO BE ADVISED BY CARDNO SWIPE ACCESS GATE NEW PATH CONNECTING TO F.A.S.S. FACILITY TO BE CONFIRMED ON SITE RL 36.70 SWIPE ACCESS GATE RL 35.75 RL 36.85 B-1 GATE FOR MAINTENANCE VEHICLE ACCESS 2400 HIGH SECURITY FENCING - PALISADE WITH PERFORATED METAL SCREEN 2400 HIGH SECURITY FENCING - PALISADE WITH PERFORATED METAL SCREEN 2400 HIGH SECURITY FENCING - PALISADE 2400 HIGH SECURITY FENCING - PALISADE LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING UPLIGHT UPLIGHT BIKE PARKING MODIFY EXISTING FENCE AS REQUIRED FOR NEW CONNECTION TO F.A.S.S FACILITY - TO BE CONFIRMED ON SITE RL 36.97 RL 35.60 RL 36.43 RL 36.88 RL 37.33 RL 35.83 N ARCHITECTS CLIENT CHECKED DATE DRAWING No REVISION SCALE PROJECT No DRAWN BY PROJECT KEY PLAN DRAWING TITLE ABN: 73 561 269 057 PH: (02) 8299 4600 FAX: (02) 8299 4646 LEVEL 4, 89 YORK ST, SYDNEY, 2000 AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION SILVER THOMAS HANLEY (VIC) PTY LTD ABN 73 561 269 057 THIS ARCHITECTURAL DESIGN IS THE COPYRIGHT OF COPYRIGHT ALL RIGHTS RESERVED. THIS WORK IS COPYRIGHT AND CANNOT BE REPRODUCED OR COPIED IN ANY FORM OR BY ANY MEANS (GRAPHIC, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING) WITHOUT THE WRITTEN PERMISSION OF THE PRINCIPAL UNDER THE TERMS OF THE CONTRACT. ANY LICENCE, EXPRESS OR IMPLIED, TO USE THE DOCUMENT FOR ANY PURPOSE WHATSOEVER IS RESTRICTED TO THE TERMS OF THE AGREEMENT OR IMPLIED AGREEMENT WITH THE PRINCIPAL UNDER THE TERMS OF THE CONTRACT. DIMENSIONS USE FIGURED DIMENSIONS, DO NOT SCALE . CONTRACTORS MUST VERIFY ALL DIMENSIONS ON THE SITE BEFORE COMMENCING ANY WORK OR MAKING ANY SHOP DRAWING WHICH MUST BE SUBMITTED AND REVIEWED BEFORE MANUFACTURE. FIXTURES, FITTINGS & EQUIPMENT SPECIFICATIONS SUBSTITUTE FF&E EQUIPMENT SPECIFICATIONS THE FIT-OUT DESIGN AND DOCUMENTATION HAS BEEN COMPLETED ON THE BASIS OF FF&E AND EQUIPMENT ADVISED TO THIS OFFICE AT THE TIME OF BRIEFING THE DESIGN. THE DESIGN PROVISIONS FOR FF&E AND EQUIPMENT INCORPORATES SPATIAL ALLOCATIONS, SERVICING, LOADING AND ACCESS CLEARANCES AND WHERE APPROPRIATE SERVICES REQUIREMENTS, HAVING DUE REGARD FOR SURROUNDING FIXTURES AND FITTINGS. IT SHOULD BE NOTED THAT SUBSTITUTE FF&E OR EQUIPMENT WITH ALTERNATE SPECIFICATIONS SHOULD NOT BE PROCURED PRIOR TO VALIDATING THOSE SPECIFICATIONS AGAINST THE ITEM CONTROL SCHEDULE AND DESIGN PROVISIONS IN THE MODEL. THIS OFFICE ACCEPTS NO RESPONSIBILITY FOR THE PROCUREMENT OF SUBSTITUTE FF&E AND EQUIPMENT WHICH HAS NOT BEEN REVIEWED AND VALIDATED AGAINST THE ORIGINAL DESIGN PROVISIONS. THE SERVICE POINTS IDENTIFIED ON THESE DRAWINGS HAVE BEEN OVERLAYED FROM THE BUILDING SERVICES ENGINEERING MODEL, AND ARE PROVIDED FOR INFORMATION AND SET-OUT PURPOSES ONLY. WE HAVE BEEN ADVISED BY THE SERVICES ENGINEERS THAT THE POINTS REPRESENTED ON THESE DRAWINGS ARE CORRECT AT THE TIME OF PUBLICATION. THIS OFFICE DOES NOT WARRANT THE ACCURACY OF THIS DATA. REFER TO THE BUILDING SERVICES ENGINEERING DOCUMENTATION FOR THE INSTALLATION OF THE SERVICES POINTS, AND THE INTERFACE BETWEEN THE SERVICES POINTS AND THE RESPECTIVE ENGINEERING SYSTEMS. SERVICE POINTS DISCLAIMER ISSUE FOR TENDER PROJECT MANAGER PH: (02) 9267 9599 FAX: (02) 9264 5844 LEVEL 6, 155 CLARENCE ST, SYDNEY, 2000 130276-HI-AR-DWG- As indicated@A0 10 C:\Users\mlan\Documents\FPCC_BUILDING_A16_CENTRAL_mlan.rvt NSW Forensic Pathology & Coroners Court 17/08/16 ML BR 10249 1010 Corner of Joseph St and Main Av Lidcombe NSW 2141 LOCATION AND SITE PLAN 1 : 500 2200 2 SITE PLAN 1 : NTS 1 LOCATION PLAN REV DESCRIPTION DRN DATE 1 ISSUED FOR INFORMATION ML 17.08.16 2 PROGRESS ISSUE ML 17.08.16 3 ISSUED FOR INFORMATION ML 18.08.16 4 PROGRESS ISSUE CG 09.09.16 5 PROGRESS ISSUE CG 14.10.16 6 ISSUE FOR DRAFT DD BR 11.11.16 7 ISSUE FOR DD BR 28.11.16 8 WORK IN PROGRESS ISSUE BR 13.12.16 9 ISSUE FOR PRE TENDER BR 16.12.16 10 ISSUE FOR TENDER - NOT FOR CONSTRUCTION BR 20.01.17
Transcript of NSW Forensic Pathology & Coroners Court€¦ · the principal under the terms of the contract. any...
MAIN AVENUE
STAFF PARKING (87) PUBLIC & POLICE PARKING
(71)
EXISTING BUILDING
FFL RL 35.85
BOH (12)
OUTLINE OF 8 X 12M CONTAINERS
BTU ENTRY BTU EXIT
CORONERS PARKINGENTRY
DISCRETEEXIT
MAIN PUBLIC ENTRY
STAFF TRAFFICIN/OUT
DROP OFFZONE
TWO WAYTRAFFIC
PUBLIC TRAFFIC IN / OUT
SUB STATIONKIOSK
SECURE ROAD
2400 HIGH TIMBER SECURITY FENCING
2400 HIGH SECURITY FENCING - PALISADESECURITY FENCING - CHAIN MESH - HEIGHT TO MATCH EXISTING
PEDESTRIANGATE
STANDBYGENERATOR
VEHICLE GATE
CULVERT
15080105815
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JOSEPH STREET
B-22 B-23B-21B-20B-19B-18B-17B-16B-15B-14B-13B-12B-11B-10B-9B-8B-7
B-24
WEEROONA ROAD
B-4B-3B-2 B-6B-5
FUNERAL & POLICE(12)
BOH ENTRY
STAFF ENTRY
RL 38.61
RL 37.46RL 36.42
BOOSTER VALVES& WATER METER
BICYCLE PARKINGENTRY
RL 35.83
GATE
BOH YARD
18810
25605
10590
SLIDING VEHICLE GATE
PEDESTRIANGATE
PEDESTRIAN PATH
RL 36.92RL 35.85
BOOM GATE
RL 37.25
11000 10050
EXISTING FENCE
FORECOURT
PEDESTRIAN
PATH
SECUREACCESS
POINT
BOUNDARY AS PART OF PROPOSED LOT ACQUISITION
EXISTING FENCE
EXISTING FENCE
EXISTING FENC E
EXISTING FENCE
EXISTINGGATE HOUSE
EXISTI NG PEDESTRIAN PATH
EXISTING PEDESTRIAN PATH
EXISTING SANDSTONE WALLWITH 'BOTANICA' SIGNAGE
PEDESTRIAN PATH
BOOM GATE
REJECTED VEHICLETURNING BAY
EXISTING DRIVEWAY
EXISTING TREE TOBE ASSESSED BY
ARBORIST
11780
OVERFLOW AREA FOR DVIOPERATION IF REQUIRED -PARKING MANAGEMENT TOBE IMPLEMENTED
16910
BOOM GATE
DROP OFFZONE
LINE OF EXISTINGCROSS OVER
IMPACT RESISTANT POWERBOLLARDS TO ELECTRICALENGINEER'S DETAILS
POWERBOLLARD
POWERBOLLARD
POWERBOLLARD
POWERBOLLARD
RL 35.75
RL 35.75
RL 35.43
20965 53660 4320 37000
14800
16015
POWERBOLLARD
LOT 1DP850697
LOT 21DP1158586
LOT 24DP1158586
LOT 22DP1158586
LOT 79DP1097193
LOT 82DP1139415
1:14
1:14
EXISTING CARPARKING
EXISTING ROAD
NEW KEY LOCK ACCESS GATEIN EXISTING FENCE
MAINTENANCE VEHICLEACCESS
RAMP / STAIR ACCESS TO BEADVISED BY CARDNO
SWIPE ACCESS GATE
NEW PATHCONNECTING TOF.A.S.S. FACILITY TOBE CONFIRMED ONSITE
RL 36.70
SWIPEACCESSGATE
RL 35.75
RL 36.85
B-1
GATE FORMAINTENANCEVEHICLE ACCESS
2400 HIGH SECURITY FENCING - PALISADE WITH PERFORATED METAL SCREEN
2400 HIGH SECURITYFENCING - PALISADEWITH PERFORATEDMETAL SCREEN
2400
HIG
H SE
CURI
TY F
ENCI
NG -
PALIS
ADE
2400
HIG
H SE
CURI
TY F
ENCI
NG -
PALIS
ADE
LIGHTING
LIGHTING
LIGHTING
LIGHTING
LIGHTING
LIGHTING
LIGHTING
LIGHTING
LIGHTING
LIGHTING
LIGHTING LIGHTING LIGHTING
UPLIGHTUPLIGHT
BIKE PARKING MODIFY EXISTINGFENCE AS REQUIREDFOR NEWCONNECTION TOF.A.S.S FACILITY - TOBE CONFIRMED ONSITE
RL 36.97
RL 35.60
RL 36.43 RL 36.88 RL 37.33RL 35.83
N
ARCHITECTS
CLIENT
CHECKEDDATE
DRAWING No REVISION
SCALE
PROJECT No
DRAWN BY
PROJECT
KEY PLAN
DRAWING TITLE
ABN: 73 561 269 057
PH: (02) 8299 4600 FAX: (02) 8299 4646LEVEL 4, 89 YORK ST, SYDNEY, 2000
AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSIONSILVER THOMAS HANLEY (VIC) PTY LTD ABN 73 561 269 057
THIS ARCHITECTURAL DESIGN IS THE COPYRIGHT OF
COPYRIGHTALL RIGHTS RESERVED. THIS WORK IS COPYRIGHT AND CANNOT BE REPRODUCEDOR COPIED IN ANY FORM OR BY ANY MEANS (GRAPHIC, ELECTRONIC ORMECHANICAL, INCLUDING PHOTOCOPYING) WITHOUT THE WRITTEN PERMISSION OFTHE PRINCIPAL UNDER THE TERMS OF THE CONTRACT. ANY LICENCE, EXPRESS ORIMPLIED, TO USE THE DOCUMENT FOR ANY PURPOSE WHATSOEVER IS RESTRICTEDTO THE TERMS OF THE AGREEMENT OR IMPLIED AGREEMENT WITH THE PRINCIPALUNDER THE TERMS OF THE CONTRACT.
DIMENSIONSUSE FIGURED DIMENSIONS, DO NOT SCALE. CONTRACTORS MUSTVERIFY ALL DIMENSIONS ON THE SITE BEFORE COMMENCING ANYWORK OR MAKING ANY SHOP DRAWING WHICH MUST BESUBMITTED AND REVIEWED BEFORE MANUFACTURE.FIXTURES, FITTINGS & EQUIPMENT SPECIFICATIONS
SUBSTITUTE FF&E EQUIPMENT SPECIFICATIONSTHE FIT-OUT DESIGN AND DOCUMENTATION HAS BEEN COMPLETED ON THE BASISOF FF&E AND EQUIPMENT ADVISED TO THIS OFFICE AT THE TIME OF BRIEFING THEDESIGN. THE DESIGN PROVISIONS FOR FF&E AND EQUIPMENT INCORPORATESSPATIAL ALLOCATIONS, SERVICING, LOADING AND ACCESS CLEARANCES AND WHEREAPPROPRIATE SERVICES REQUIREMENTS, HAVING DUE REGARD FOR SURROUNDINGFIXTURES AND FITTINGS. IT SHOULD BE NOTED THAT SUBSTITUTE FF&E OREQUIPMENT WITH ALTERNATE SPECIFICATIONS SHOULD NOT BE PROCURED PRIORTO VALIDATING THOSE SPECIFICATIONS AGAINST THE ITEM CONTROL SCHEDULEAND DESIGN PROVISIONS IN THE MODEL. THIS OFFICE ACCEPTS NO RESPONSIBILITYFOR THE PROCUREMENT OF SUBSTITUTE FF&E AND EQUIPMENT WHICH HAS NOTBEEN REVIEWED AND VALIDATED AGAINST THE ORIGINAL DESIGN PROVISIONS.
THE SERVICE POINTS IDENTIFIED ON THESE DRAWINGS HAVE BEEN OVERLAYEDFROM THE BUILDING SERVICES ENGINEERING MODEL, AND ARE PROVIDED FORINFORMATION AND SET-OUT PURPOSES ONLY. WE HAVE BEEN ADVISED BY THESERVICES ENGINEERS THAT THE POINTS REPRESENTED ON THESE DRAWINGS ARECORRECT AT THE TIME OF PUBLICATION. THIS OFFICE DOES NOT WARRANT THEACCURACY OF THIS DATA. REFER TO THE BUILDING SERVICES ENGINEERINGDOCUMENTATION FOR THE INSTALLATION OF THE SERVICES POINTS, AND THEINTERFACE BETWEEN THE SERVICES POINTS AND THE RESPECTIVE ENGINEERINGSYSTEMS.
SERVICE POINTS DISCLAIMER
ISSUE FOR TENDER
PROJECT MANAGER
PH: (02) 9267 9599 FAX: (02) 9264 5844LEVEL 6, 155 CLARENCE ST, SYDNEY, 2000
130276-HI-AR-DWG-
Asindicated@A0
10
C:\U
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NSW Forensic Pathology &Coroners Court
17/08/16 ML BR
10249 1010
Corner of Joseph St and Main AvLidcombe NSW 2141
LOCATION AND SITE PLAN 1 : 50022002 SITE PLAN
1 : NTS
1 LOCATION PLAN
REV DESCRIPTION DRN DATE1 ISSUED FOR INFORMATION ML 17.08.162 PROGRESS ISSUE ML 17.08.163 ISSUED FOR INFORMATION ML 18.08.164 PROGRESS ISSUE CG 09.09.165 PROGRESS ISSUE CG 14.10.166 ISSUE FOR DRAFT DD BR 11.11.167 ISSUE FOR DD BR 28.11.168 WORK IN PROGRESS ISSUE BR 13.12.169 ISSUE FOR PRE TENDER BR 16.12.1610 ISSUE FOR TENDER - NOT FOR CONSTRUCTION BR 20.01.17
(c) 2016 Transoft Solutions, Inc. All rights reserved.
(c) 2016 Transoft Solutions, I nc. All rights r eserved.
(c) 2016 Transoft Solutions, Inc. All rights reserved.
(c) 2016 Transof t Soluti ons, Inc. Al l rights reserved.
SD-015
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1 2 5 6
A
B
C
D
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K
L
M
3 4 7
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32222
32222
1B2220
COUNSELL INTRM
COUNSELL INTRM
COUNSELL INTRM
COUNSELL INTRM
CAFÉ
STORE -FIREARM
SACREDSPACE (MULTI
FAITH)
DISCRETEWAIT - MEDIUM
DISCRETEWAIT RM
DISCRETEWAIT RM
ANTE RM AANTE RM BANTE RM C
VIEWING RM C VIEWING RM B VIEWING RM A
FAMILY RM
SHERIFFSTORE
WAITING -MAIN
WC ST ACC
8500
5925
9485
7705
7705
1000
010
000
1000
050
4086
0086
0086
00
COUNSELLINGWAITING
VIEWINGCOUNSELLING
EMERGENCY EXIT
M CHNG RM ST
OFFICE 1P -MORTUARYMANAGER
OFFICE 2P -SEN. TECH
POST MORTEMBAY 1
POST MORTEMBAY 3
POST MORTEMBAY 5
POST MORTEMBAY 7
POST MORTEMBAY 9
POST MORTEMBAY 11
POST MORTEMBAY 12
POST MORTEMBAY 10
POST MORTEMBAY 8
POST MORTEMBAY 6
POST MORTEMBAY 4
POST MORTEMBAY 2
STAFFSTATION RM COLLABORATION
RM
BAY - MOBILEX-RAY
TEACHINGSUITE -
VIEWING
TEACHINGSUITE -
AUTOPSYBODY PREP
WC ST UNISEX- PM
WC ST UNISEX- PM
CLNR
STORE -SECURE BONE
DECOMPOSEPM ROOM
TISSUERETRIEVAL
FORMALINDECANTING
BAY - MOBEQUIP
BODY STORE 1BODY STORE 2
STORE -CONSUMABLES
BONEPROCESS
F CHNG RM ST
CUT UP RM
STORE -SPECIMENS
STAFFKITCHENETTE
STORE - DVI
STORE -GEN/CONS
WEIGHSTATION
BODYTRANSFER
BODYTRANSFER
OFFICE -MORTUARY
RECEPCLERKS
ADMI
N KIOS
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HBS/S
POLICEBREAK-OUT
RMW'ST - POLICE
BEV'B (OPENPLAN)
OFFICE 1P - FM
CLINICALWASTE
STORE -P'COPY /
STATIONERY /SCAN
STORE -MAINTENANCE
STOREFORKLIFT
LOADINGDOCK - CLEAN
DIRTY HOLD /BIN HOLDING
BAY
BIN WASH
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CAMPUS DISTRM
FILE SERVERRM UPS RM
MAIN SWITCHRM
CORONERSPARKING
POT WATERRM
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CARRIER RM
FIRESPRINKLER &HYDRANT RM
MORTUARY
BODY TRANSFER UNIT
BOH
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HB S/S
PMCOURTYARD
DG STORE
CAMPUS DISTRM 2
WC
WASH UP
COMPRESSEDAIR PLANT
BAY - MAIL
RECEPTION
BAY - BEV(OPEN PLAN)
ISOLATIONROOM
HOMICIDE PMSUITE
HOMICIDE PMSUITE
ADMISSIONSAREA
COLLAB RM
COLLAB RM
HB
HB
BAY - MORTTROLLEY
HB
WATER FTN
EMG SHR &EYE
W'ST - PCKIOSK
WC
MRI RM
CT SCANNER
CT CNTL RM
MRI CNTL RM
BAY - MRITROLLEY
WATER FTN
PARENTINGROOM
WC ACC/BABY
WC PUB F
WC PUB M
COURTYARD -SACREDSPACE
COURTYARD -RELATIVES
CLNR
WC ST
PPE'B
PPE'B
EMG SHR &EYE
EMG SHR &EYE
LINE OF BUILDING OVER
RECEPTIONSTORE
ABLUTIONS
COURTYARD -RELATIVES
COURTYARD -RELATIVES
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LINE OF CANOPY OVER
EDB
EDB
STAIR 2
STAIR 3
STAIR 4
MJ
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BAY - BEV
BICYCLEPARKING
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.83
RL 35.83
RL 35.83
MRICOMPUTER
RM
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FHR / FH
FHR /
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FHR
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FHR / FH
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PPE'B
CORRIDOR
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BAY - LINEN
BAY - LINEN
CORRIDOR
TEACHINGSUITE ENTRY
RL 35.83 RL 35.83
GARDEN BED
GARDEN BED
GARDEN BED
EXTERNAL FENCE LINE
EXTERNAL FENCE LINE
EXTE
RNAL
FEN
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LIFT 1
LIFT 2
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TITLE
BOUN
DARY
TITLE BOUNDARY
TITLE BOUNDARY
TITLE BOUNDARY
B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-21
PARKING -STAFF (87SPACES)
S-15
S-14
S-13
S-12
S-11
S-10
S-9
S-8
S-7
S-6
S-5
PARKING -PUBLIC (71SPACES)
RL 35.75
RL 36.42
RL 35.75
RL 35.75
JOSE
PH ST
FORECOURT
STAIR 1
221017
RL 35.75
RL 35.85
RL 36.43 RL 36.88
RL 37.33
RAMP UP 1:14 RAMP UP 1:14 RAMP UP 1:14
SD-015
2
1 2 5 6
A
B
C
D
E
F
G
I
J
K
L
M
3 4 7
H
32222
32222
1B2220
2201
1
2201
2
2200 1
2200 2
2B2221
2A2221
22022
22031
22032
52222
52222
1A2220
42222
42222
9000 9670 7390 9130 8780 8330
8500
5925
9485
7705
7705
1000
010
000
1000
050
4086
0086
0086
00
LIFT PIT
LIFT PIT
OUTL
INE OF
BUILD
ING OV
ER
OUTL
INE OF
BUILD
ING OV
ER
OUTLINE OF BUILDING OVER
OUTLINE OF BUILDING OVER
OUTLINE OF BUILDING OVER
STAIR 3
STAIR 4
RL 33.13
RL 33.82
OUTL
INE OF
BUILD
ING OV
ER
SUBF
LOOR
WAL
L
D.01
D.01
REFER TO STRUCTURALENGINEER'S DRAWINGS FOR
FOOTING DETAILS
LIFT 1
LIFT 2
LIFT 3 LIFT 4
RL 34.35
RL 34.45
SUBFLOOR WALL
SUBF
LOOR
WAL
L
RETA
INING
WAL
L
SUBFLOOR WALL
TITLE BOUNDARY
TITLE BOUNDARY
TITLE BOUNDARY
EXTE
RNAL
FENC
E LINE
SUBF
LOOR
WAL
L
SUBFLOOR WALL
LAND
SCAP
ING W
ALL
INDICATIVE LINE OF BATTER.REFER TO CIVIL ENGINEER'SDETAIL
REFER TO LANDSCAPEARCHITECT'S DRAWINGS FOR
LANDSCAPING DETAILS
RL 33.03
RL 33.72
TITLE
BOUN
DARY
5215
5
RL 35.56BULK EXCAVATION LEVEL(REFER CIVIL ENGINEER'S
DOCUMENTATION)
RL 35.43BULK EXCAVATION LEVEL
(INDICATIVE OUTLINE ONLY- REFER CIVIL ENGINEER'S
DOCUMENTATION)
RL 35.385BULK EXCAVATION LEVEL
(INDICATIVE OUTLINE ONLY -REFER CIVIL ENGINEER'S
DOCUMENTATION)
RL 35.43BULK EXCAVATION LEVEL
(INDICATIVE OUTLINE ONLY- REFER CIVIL ENGINEER'S
DOCUMENTATION)
LEGEND
PROPOSED RELATIVE SPOT LEVEL (METRES) ABOVE DATUM.RL XX.XX
GENERAL NOTES:
• COLUMNS ARE CENTRED ON GRID INTERSECTIONS U.N.O.
XXXXXX
SECTION REFERENCEDETAIL NUMBERREFERENCE SHEET NUMBER
ABBREVIATIONS:
AP ACCESS PANELCH CEILING HEIGHTCJ CONTROL JOINTDP DOWNPIPEDWG DRAWINGSFH FIRE HYDRANTFHR FIRE HOSE REELFIP FIRE INDICATOR PANELFW FLOOR WASTEHYD HYDRAULICMJ MOVEMENT JOINTMS MILD STEELNOM NOMINALOF OVERFLOWRWH RAINWATER HEADRWO RAINWATER OUTLETSC STEEL COLUMNST STEEL STUDS/S STAINLESS STEELTBA TO BE ADVISEDTOH TOP OF HOBTOP TOP OF PARAPETTOW TOP OF WALLWPM WATER PROOF MEMBRANE
1000
GENERAL DESIGNDIMENSIONSDIMENSION TO GRIDS 737
GRID GRID
XXXX
ELEVATION REFERENCEDETAIL NUMBER
REFERENCE SHEET NUMBER
X
2HR FIRE WALL
N
ARCHITECTS
CLIENT
CHECKEDDATE
DRAWING No REVISION
SCALE
PROJECT No
DRAWN BY
PROJECT
KEY PLAN
DRAWING TITLE
ABN: 73 561 269 057
PH: (02) 8299 4600 FAX: (02) 8299 4646LEVEL 4, 89 YORK ST, SYDNEY, 2000
AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSIONSILVER THOMAS HANLEY (VIC) PTY LTD ABN 73 561 269 057
THIS ARCHITECTURAL DESIGN IS THE COPYRIGHT OF
COPYRIGHTALL RIGHTS RESERVED. THIS WORK IS COPYRIGHT AND CANNOT BE REPRODUCEDOR COPIED IN ANY FORM OR BY ANY MEANS (GRAPHIC, ELECTRONIC ORMECHANICAL, INCLUDING PHOTOCOPYING) WITHOUT THE WRITTEN PERMISSION OFTHE PRINCIPAL UNDER THE TERMS OF THE CONTRACT. ANY LICENCE, EXPRESS ORIMPLIED, TO USE THE DOCUMENT FOR ANY PURPOSE WHATSOEVER IS RESTRICTEDTO THE TERMS OF THE AGREEMENT OR IMPLIED AGREEMENT WITH THE PRINCIPALUNDER THE TERMS OF THE CONTRACT.
DIMENSIONSUSE FIGURED DIMENSIONS, DO NOT SCALE. CONTRACTORS MUSTVERIFY ALL DIMENSIONS ON THE SITE BEFORE COMMENCING ANYWORK OR MAKING ANY SHOP DRAWING WHICH MUST BESUBMITTED AND REVIEWED BEFORE MANUFACTURE.FIXTURES, FITTINGS & EQUIPMENT SPECIFICATIONS
SUBSTITUTE FF&E EQUIPMENT SPECIFICATIONSTHE FIT-OUT DESIGN AND DOCUMENTATION HAS BEEN COMPLETED ON THE BASISOF FF&E AND EQUIPMENT ADVISED TO THIS OFFICE AT THE TIME OF BRIEFING THEDESIGN. THE DESIGN PROVISIONS FOR FF&E AND EQUIPMENT INCORPORATESSPATIAL ALLOCATIONS, SERVICING, LOADING AND ACCESS CLEARANCES AND WHEREAPPROPRIATE SERVICES REQUIREMENTS, HAVING DUE REGARD FOR SURROUNDINGFIXTURES AND FITTINGS. IT SHOULD BE NOTED THAT SUBSTITUTE FF&E OREQUIPMENT WITH ALTERNATE SPECIFICATIONS SHOULD NOT BE PROCURED PRIORTO VALIDATING THOSE SPECIFICATIONS AGAINST THE ITEM CONTROL SCHEDULEAND DESIGN PROVISIONS IN THE MODEL. THIS OFFICE ACCEPTS NO RESPONSIBILITYFOR THE PROCUREMENT OF SUBSTITUTE FF&E AND EQUIPMENT WHICH HAS NOTBEEN REVIEWED AND VALIDATED AGAINST THE ORIGINAL DESIGN PROVISIONS.
THE SERVICE POINTS IDENTIFIED ON THESE DRAWINGS HAVE BEEN OVERLAYEDFROM THE BUILDING SERVICES ENGINEERING MODEL, AND ARE PROVIDED FORINFORMATION AND SET-OUT PURPOSES ONLY. WE HAVE BEEN ADVISED BY THESERVICES ENGINEERS THAT THE POINTS REPRESENTED ON THESE DRAWINGS ARECORRECT AT THE TIME OF PUBLICATION. THIS OFFICE DOES NOT WARRANT THEACCURACY OF THIS DATA. REFER TO THE BUILDING SERVICES ENGINEERINGDOCUMENTATION FOR THE INSTALLATION OF THE SERVICES POINTS, AND THEINTERFACE BETWEEN THE SERVICES POINTS AND THE RESPECTIVE ENGINEERINGSYSTEMS.
SERVICE POINTS DISCLAIMER
ISSUE FOR TENDER
PROJECT MANAGER
PH: (02) 9267 9599 FAX: (02) 9264 5844LEVEL 6, 155 CLARENCE ST, SYDNEY, 2000
130276-HI-AR-DWG-
Asindicated@A0
11
C:\U
s ers
\mla
n\D
ocum
ent s
\FP
CC
_BU
ILD
ING
_A16
_CEN
TRAL
_mla
n.rv
t
NSW Forensic Pathology &Coroners Court
01/08/16 ML BR
10249 2000
Corner of Joseph St and Main AvLidcombe NSW 2141
OVERALL FLOOR PLAN - LEVEL B & 00
1 : 20022002 Level 00 - Overall floor plan
1 : 20022001 Level B - Overall floor plan
REV DESCRIPTION DRN DATE1 ISSUED FOR DD UG2.4 - MORTUARY ML 15.07.162 ISSUED FOR DD UG2.6 - MORTUARY KW 22.07.163 ISSUED FOR DD UG2.7 - MORTUARY ML 01.08.164 PROGRESS ISSUE ML 17.08.165 PROGRESS ISSUE CG 09.09.166 PROGRESS ISSUE CG 14.10.167 ISSUE FOR DRAFT DD BR 11.11.168 ISSUE FOR DD BR 28.11.169 WORK IN PROGRESS ISSUE BR 13.12.1610 ISSUE FOR PRE TENDER BR 16.12.1611 ISSUE FOR TENDER - NOT FOR CONSTRUCTION BR 20.01.17
UP
UP
UPUP
UP
UP
1 2 5 6
A
B
C
D
E
F
G
3 4 7
-50 SD
-150 SD
-150 SD
-150 SD
-150 SD
RL 34.35
LIFT PIT
-50 SD -50 SD
-150 SD
SET DOWN TOBE CONFIRMED
-150 SD
-150 SD
-50 SD
CAST IN SS GRATE DRAIN
CAST IN SS GRATE DRAIN
CAST IN SS GRATE DRAIN
CAST IN SS GRATE DRAIN
REVOLVING DOOR REBATETO DETAIL
EXPANSION JOINT - SIZE TBC BY STRUC. ENG.
EXPANSION JOINT - SIZE TBC BY STRUC. ENG.
-320 SD
-150 SD
-150 SD
CAST IN SS GRATE DRAINCAST IN SS GRATE DRAIN
FALL FALL
FALL FALL FALL
-150 SD
1:14 1:16
100mm X 30mm EXPANSIONJOINT REBATE
100mm X 30mm EXPANSION JOINT REBATE100mm X 30mm EXPANSION
JOINT REBATE
RL 35.83
RL 35.83
RL 36.17
FALL
SET DOWN IN SWITCH ROOM(IF REQUIRED) TO BE CONFIRMED
-50 SD
-150 SD
-50 SD
CAST IN SS GRATE DRAIN
FALL
FALL
FW
FW
FW
FW
FW
FW
FW
FWFW
FWFW
FW FW
-150 SD
FW
FW
-150 SD
FW
FW
CONCRETE HOB
FW
FW
HYDRST 1 HYDR ST 2
HYDRST 4
RWO RWO
RWO
RWO
CAST IN SS GRATE DRAIN
FALL
FW
CAST IN SS GRATE DRAIN
FW FW FW FW FW FW FW FW
BOOTW
BOOTW
SIZE & LOCATION OFCONCRETE DUCTCULVERT TBC ALONGWITH TABLE DESIGN
SIZE & LOCATION OFCONCRETE DUCTCULVERT TBC ALONGWITH TABLE DESIGN
SIZE & LOCATION OFCONCRETE DUCTCULVERT TBC ALONGWITH TABLE DESIGN
SIZE & LOCATION OFCONCRETE DUCT CULVERTTBC ALONG WITH TABLEDESIGN
SIZE & LOCATION OFCONCRETE DUCT CULVERTTBC ALONG WITH TABLEDESIGN
SIZE & LOCATION OFCONCRETE DUCT CULVERTTBC ALONG WITH TABLEDESIGN
SIZE & LOCATION OF CONCRETEDUCT CULVERT TBC ALONG WITHTABLE DESIGN
STAIR 4
-50 SD
-50 SD
HYDRST 3
RL 36.00
1:61:6
FW
FW
FW
ESFB
FWG
FWG
FWG
FWG
FWG
FWG
FWG
FWG
FWG
FWG
CAST IN SS GRATE DRAIN
FWG
FWG
CAST IN SS GRATE DRAIN
CAST IN SS GRATE DRAIN
300
30
FW
-75 SD-75 SD-75 SD-75 SD-75 SD
-75 SD
SIZE & LOCATION OFCONCRETE DUCT CULVERTTBC ALONG WITH TABLEDESIGN
SIZE & LOCATION OFCONCRETE DUCT CULVERTTBC ALONG WITH TABLEDESIGN
SIZE & LOCATION OFCONCRETE DUCTCULVERT TBC ALONGWITH TABLE DESIGN
SIZE & LOCATION OFCONCRETE DUCTCULVERT TBCALONG WITH TABLEDESIGN
FWG
9000 9670 7390 9130 8780 8330
1000
010
000
5040
8600
8600
8600
ALLOW FORBUILD UP
ALLOW FORBUILD UP
ALLOW FORBUILD UP
RL 35.80
-50 SD
FALL
ALLOW FOR BUILD UP
-50 SD
-50 SD
RL 35.80
REFER TO DWG-2053 FOR CONTINUATION
2423
3208
6064 8330 290
2423
214 7390 5211150
347
4630
3640
720
1900
1100 5681 1709
1653 1068 4669
5024
86
6527
80
4586150
368 4534150
400
5690
300
5040
1000
011
90
300
5040
1000
071
0
6170
3152
1823
2315
510
697
5845
2310
1142
1813
2385
450
7312
64
180 5665
2475 1290
CL
2245
C L
1110
C L663
CL2244
5245
214
2225 1540
C L21
91C L
3143
940
2850
150 3910
150 3910
2850
1190
RL 35.85
CL
2191
642
540
1503613 369
C LC L
1950
1502104 500
150
1400
5004150
C LC L
1040
2374
150
379
5810
-50 SD
ALLOW FOR BUILD UP FOR CARPETINSET TO BE FLUSH WITH TILES
RL 35.84
CL
1726 C L
2306
RL 35.84
RL 35.84
RL 35.84
ALLOW FOR BUILDUP FOR CARPETINSET TO BE FLUSHWITH TILES
ALLOW FOR BUILDUP FOR CARPETINSET TO BE FLUSHWITH TILES
IN-FLOOR TRENCH TO MAIN SWITCH ROOM.REFER TO ELECTRICAL ENGINEER'S DETAILS.
C LC L
2187
2400
CLCLCL2072 3157 4820 4635
C LC L
2417
2170
C LC L
2417
2170
1841
9450
2486
250
CL218
CL1748
330
300 2471
3532 3368
ALLOW FOR ENTRANCE MAT TOBE FLUSH WITH FLOOR FINISH
RL 35.83
ALLOW FOR ENTRANCE MAT TO BEFLUSH WITH FLOOR FINISH RL 35.83
RL 35.83
ALLOW FOR ENTRANCEMAT TO BE FLUSH WITHFLOOR FINISH
2195 195
800
3150
1825
647 2995 102
2538
500
64 736 2408
4144
3226
3536
550
885 1000
ALLOW NOM. -50SETDOWN FORPIVOT DOORFLOOR SPRING
FWG
DUCT UNDER SLAB DUCT UNDER SLAB
DUCT UNDER SLAB DUCT UNDER SLAB
DUCT UNDER SLAB DUCT UNDER SLAB
DUCT UNDER SLAB DUCT UNDER SLAB
DUCT UNDER SLAB DUCT UNDER SLAB
DUCT UNDERSLAB
RWO
RWO
-150 SD
693 407
C L
1997
CL715 CL
1480
C L
1260
2365 212
214 336 5164
663
648
4708
1436
CLEQ EQ
3368
5731
1723
5245
214
5387 369
3422 384
C L31
54
C L
3203CL
4354
3988
4499
1076 1076 1076 1094 1050 1076 1077 36301762
4244 1820
RL 35.85
RL 35.85
RL 35.85 RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.83
ALLOW FOR ENTRANCE MAT TOBE FLUSH WITH FLOOR FINISH
800
1100
REFER TO HYDRAULIC, CIVIL ANDLANDSCAPING DOCUMENTATION FORDRAINAGE REQUIREMENTS TOCOURTYARDS.
REFER TO HYDRAULIC, CIVIL ANDLANDSCAPING DOCUMENTATION FORDRAINAGE REQUIREMENTS TOCOURTYARDS..
-50mm SET DOWN
-100mm SET DOWN
-150mm SET DOWN
-320mm SET DOWN
PENETRATIONS FORMECHANICAL DUCTWORK
N
ARCHITECTS
CLIENT
CHECKEDDATE
DRAWING No REVISION
SCALE
PROJECT No
DRAWN BY
PROJECT
KEY PLAN
DRAWING TITLE
ABN: 73 561 269 057
PH: (02) 8299 4600 FAX: (02) 8299 4646LEVEL 4, 89 YORK ST, SYDNEY, 2000
AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSIONSILVER THOMAS HANLEY (VIC) PTY LTD ABN 73 561 269 057
THIS ARCHITECTURAL DESIGN IS THE COPYRIGHT OF
COPYRIGHTALL RIGHTS RESERVED. THIS WORK IS COPYRIGHT AND CANNOT BE REPRODUCEDOR COPIED IN ANY FORM OR BY ANY MEANS (GRAPHIC, ELECTRONIC ORMECHANICAL, INCLUDING PHOTOCOPYING) WITHOUT THE WRITTEN PERMISSION OFTHE PRINCIPAL UNDER THE TERMS OF THE CONTRACT. ANY LICENCE, EXPRESS ORIMPLIED, TO USE THE DOCUMENT FOR ANY PURPOSE WHATSOEVER IS RESTRICTEDTO THE TERMS OF THE AGREEMENT OR IMPLIED AGREEMENT WITH THE PRINCIPALUNDER THE TERMS OF THE CONTRACT.
DIMENSIONSUSE FIGURED DIMENSIONS, DO NOT SCALE. CONTRACTORS MUSTVERIFY ALL DIMENSIONS ON THE SITE BEFORE COMMENCING ANYWORK OR MAKING ANY SHOP DRAWING WHICH MUST BESUBMITTED AND REVIEWED BEFORE MANUFACTURE.FIXTURES, FITTINGS & EQUIPMENT SPECIFICATIONS
SUBSTITUTE FF&E EQUIPMENT SPECIFICATIONSTHE FIT-OUT DESIGN AND DOCUMENTATION HAS BEEN COMPLETED ON THE BASISOF FF&E AND EQUIPMENT ADVISED TO THIS OFFICE AT THE TIME OF BRIEFING THEDESIGN. THE DESIGN PROVISIONS FOR FF&E AND EQUIPMENT INCORPORATESSPATIAL ALLOCATIONS, SERVICING, LOADING AND ACCESS CLEARANCES AND WHEREAPPROPRIATE SERVICES REQUIREMENTS, HAVING DUE REGARD FOR SURROUNDINGFIXTURES AND FITTINGS. IT SHOULD BE NOTED THAT SUBSTITUTE FF&E OREQUIPMENT WITH ALTERNATE SPECIFICATIONS SHOULD NOT BE PROCURED PRIORTO VALIDATING THOSE SPECIFICATIONS AGAINST THE ITEM CONTROL SCHEDULEAND DESIGN PROVISIONS IN THE MODEL. THIS OFFICE ACCEPTS NO RESPONSIBILITYFOR THE PROCUREMENT OF SUBSTITUTE FF&E AND EQUIPMENT WHICH HAS NOTBEEN REVIEWED AND VALIDATED AGAINST THE ORIGINAL DESIGN PROVISIONS.
THE SERVICE POINTS IDENTIFIED ON THESE DRAWINGS HAVE BEEN OVERLAYEDFROM THE BUILDING SERVICES ENGINEERING MODEL, AND ARE PROVIDED FORINFORMATION AND SET-OUT PURPOSES ONLY. WE HAVE BEEN ADVISED BY THESERVICES ENGINEERS THAT THE POINTS REPRESENTED ON THESE DRAWINGS ARECORRECT AT THE TIME OF PUBLICATION. THIS OFFICE DOES NOT WARRANT THEACCURACY OF THIS DATA. REFER TO THE BUILDING SERVICES ENGINEERINGDOCUMENTATION FOR THE INSTALLATION OF THE SERVICES POINTS, AND THEINTERFACE BETWEEN THE SERVICES POINTS AND THE RESPECTIVE ENGINEERINGSYSTEMS.
SERVICE POINTS DISCLAIMER
ISSUE FOR TENDER
PROJECT MANAGER
PH: (02) 9267 9599 FAX: (02) 9264 5844LEVEL 6, 155 CLARENCE ST, SYDNEY, 2000
130276-HI-AR-DWG-
1 : 100@A0
6
C:\U
s ers
\mla
n\D
ocum
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\FP
CC
_BU
ILD
ING
_A16
_CEN
TRAL
_mla
n.rv
t
NSW Forensic Pathology &Coroners Court
10/08/16 KW BR
10249 2052
Corner of Joseph St and Main AvLidcombe NSW 2141
LEVEL 00 - SLAB SET OUT PLAN -ZONE 1
REV DESCRIPTION DRN DATE1 PROGRESS ISSUE ML 17.08.162 PROGRESS ISSUE CG 09.09.163 PROGRESS ISSUE CG 14.10.164 WORK IN PROGRESS ISSUE BR 13.12.165 ISSUE FOR PRE TENDER BR 16.12.166 ISSUE FOR TENDER - NOT FOR CONSTRUCTION BR 20.01.17
UP
UP
1 2 5 6
I
J
K
L
M
3 4 7
H
-150 SD
-150 SD
RL 34.45LIFT PIT
SET DOWN TO BE CONFIRMED
SET DOWN TO BE CONFIRMED
SET DOWN TOBE CONFIRMED
-100 SD
-150 SD
RL 36.03
1:14RL 36.03
-50 SD
CAST IN SS GRATE DRAIN
RECESSED WEIGHSTATION
EXPANSION JOINT - SIZE TBC BY STRUC. ENG.
EXPANSION JOINT - SIZE TBC BY STRUC. ENG.EXPANSION JOINT - SIZE TBC BY STRUC. ENG.
CAST IN SS GRATE DRAIN CAST IN SS GRATE DRAIN
CAST IN SS GRATE DRAIN CAST IN SS GRATE DRAIN
CAST IN SS GRATE DRAIN
-320 SD
CAST IN SS GRATE DRAIN
MRI SET DOWN
FALL FALL FALL
-50 SD
-100 SD
-150 SD
-100 SD
CT SCANNER TRENCHTO BE CONFIRMED.SUBJECT TO EXTERNALCONSULTANT'S ADVICE.
100mm X 50mmEXPANSION JOINT REBATE
-50 SD
-50 SD
-150 SD
-150 SD
RL 36.03
-150 SD
CAST IN SS GRATE DRAIN
CAST IN SS GRATE DRAIN
FW
FW
FW
FW
FW
FW
FW
FW
FW FW
FWFW
FWFW
CAST IN SS GRATE DRAIN
SET DOWN TO BE CONFIRMED
CAST IN SS GRATE DRAIN
-150 SD
FW
FW
-150 SD
FALL
FALL
FW
FALL FALL FALL FALL
FALLFA
LL
FW
FW FW FW
FALL
NOTE: VENTILATIONDUCT UNDER FLOOR
RWO
BUNDED COMPACTUS ZONE
FALL
FWG
CAST IN SS GRATE DRAIN
-50 SD
FW
PIT SET DOWN AND BUNDINGFOR FORMALIN TANKS
CAST IN SS GRATE DRAIN
CAST IN SS GRATE DRAIN
CAST IN SS GRATE DRAIN
-100 SD
FALL
BOOTW
BOOTW
SIZE & LOCATION OFCONCRETE DUCT CULVERTTBC ALONG WITH TABLEDESIGN
BOOTW
SIZE & LOCATION OF CONCRETEDUCT CULVERT TBC ALONG WITHTABLE DESIGN
SIZE & LOCATION OF CONCRETEDUCT CULVERT TBC ALONG WITHTABLE DESIGN
STAIR 3
STAIR 2
HYDR ST 6
HYDR ST
MRI TRENCH TO BE CONFIRMED.SUBJECT TO EXTERNALCONSULTANT'S ADVICE.
FW FW
FW
-50 SD
-150 SD
-150 SD
FWG
FWG
FWG
FW
FW
FWG
FW
FW
FW
BOOTW
100mm X 50mmEXPANSION JOINT REBATE
100mm X 50mmEXPANSION JOINT REBATE
SIZE & LOCATION OFCONCRETE DUCT CULVERTTBC ALONG WITH TABLEDESIGN
SIZE & LOCATION OFCONCRETE DUCTCULVERT TBC ALONGWITH TABLE DESIGN
REMOVABLE SCREED OVER SET DOWN - REFER STRUCTURAL SLAB SET OUT PLANS
FWG
FWG
8500
5925
9485
7705
7705
ALLOW FORBUILD UP
-150 SD -150 SD
RL 35.80
RL 36.03
RL 35.83
REFER TO DWG-2052 FOR CONTINUATION
9000 9670 7390 9130 8780 8330
5955 330 150
2046
3485
4840 3490
609
992
7390 9130
1730 6155 1730
150
4644
7705
6153
150
500 2452
996
2225
300 2805 2827 3368
3710
3082
7390 6110 3020 384
3614100
1563100
434 3404
6064 8330 290
6676
6132
3353
398150
6128 60 6314
5981
610
150347
214
2046
1713
5932 3570
218
211
CL
2247 C L
715
C L
715
CL4519
CL
784C L47
90
CL
2848C L10
20
CL
1968
CL
2832
C L
1525
CL1537
C L16
95C L
2436
2394 7390 2216
1042
150
CL
1476
1580
150 49
4
C L69
8
CL1571
CL
1571
C LC L
1664
270 7390 3175
CLEQ EQ
CLEQ EQ
CLEQ EQ
1506760
150825
1506760
150
CLEQ EQ
CLEQ EQ
CLEQ EQ
275 3153 100 1530 100 2233 3923 100 1530 100 3153 325
C LC L
C L
6050
6050
C L
1010
300
3002179
3968
C LC L
1022
2166
CL1038
491150
398 150
CLCLCL2569 2215 2217 1933
150
363
FW
CL5970
C L
2132
CL
1276
2810
211
3769
147 8630
30 270
ALLOW FOR BUILD UP FORENTRANCE MAT TO BE FLUSHWITH TILES
RL 35.83
RL 35.85
RL 36.03
RL 35.83
RL 35.83
ALLOW FOR ENTRANCE MAT TOBE FLUSH WITH FLOOR FINISH
ALLOW FOR ENTRANCE MAT TOBE FLUSH WITH FLOOR FINISH
DUCT UNDER SLAB
DUCT UNDER SLAB DUCT UNDER SLAB
DUCT UNDER SLAB DUCT UNDER SLAB
DUCT UNDERSLAB
DUCT UNDERSLAB
FALL
FALL
CAST IN SS GRATE DRAIN1:200
3422 384
4244 1820
2640
1857
CL
2132C L12
70
2755
2065
2671
2089
2140
616
C L14
54
205 2848 2285
1429
1534
154
4945
2046
3042
330
C L16
18
C L
1618
CL2329
278
30
4023
190
110 1418
CL858
CL
858
785
1315
21 1130
245 8687
4116
1454
1746
550
C L
2719
160
6059
3266
2755
2918
3725
330 5400
870
CL
3100
CL3100
C LC L
1156
2034
180 6194
368 5084CL
1320C L
1889
CL4410
C L
380
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.85
RL 35.85
-50mm SET DOWN
-100mm SET DOWN
-150mm SET DOWN
-320mm SET DOWN
PENETRATIONS FORMECHANICAL DUCTWORK
N
ARCHITECTS
CLIENT
CHECKEDDATE
DRAWING No REVISION
SCALE
PROJECT No
DRAWN BY
PROJECT
KEY PLAN
DRAWING TITLE
ABN: 73 561 269 057
PH: (02) 8299 4600 FAX: (02) 8299 4646LEVEL 4, 89 YORK ST, SYDNEY, 2000
AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSIONSILVER THOMAS HANLEY (VIC) PTY LTD ABN 73 561 269 057
THIS ARCHITECTURAL DESIGN IS THE COPYRIGHT OF
COPYRIGHTALL RIGHTS RESERVED. THIS WORK IS COPYRIGHT AND CANNOT BE REPRODUCEDOR COPIED IN ANY FORM OR BY ANY MEANS (GRAPHIC, ELECTRONIC ORMECHANICAL, INCLUDING PHOTOCOPYING) WITHOUT THE WRITTEN PERMISSION OFTHE PRINCIPAL UNDER THE TERMS OF THE CONTRACT. ANY LICENCE, EXPRESS ORIMPLIED, TO USE THE DOCUMENT FOR ANY PURPOSE WHATSOEVER IS RESTRICTEDTO THE TERMS OF THE AGREEMENT OR IMPLIED AGREEMENT WITH THE PRINCIPALUNDER THE TERMS OF THE CONTRACT.
DIMENSIONSUSE FIGURED DIMENSIONS, DO NOT SCALE. CONTRACTORS MUSTVERIFY ALL DIMENSIONS ON THE SITE BEFORE COMMENCING ANYWORK OR MAKING ANY SHOP DRAWING WHICH MUST BESUBMITTED AND REVIEWED BEFORE MANUFACTURE.FIXTURES, FITTINGS & EQUIPMENT SPECIFICATIONS
SUBSTITUTE FF&E EQUIPMENT SPECIFICATIONSTHE FIT-OUT DESIGN AND DOCUMENTATION HAS BEEN COMPLETED ON THE BASISOF FF&E AND EQUIPMENT ADVISED TO THIS OFFICE AT THE TIME OF BRIEFING THEDESIGN. THE DESIGN PROVISIONS FOR FF&E AND EQUIPMENT INCORPORATESSPATIAL ALLOCATIONS, SERVICING, LOADING AND ACCESS CLEARANCES AND WHEREAPPROPRIATE SERVICES REQUIREMENTS, HAVING DUE REGARD FOR SURROUNDINGFIXTURES AND FITTINGS. IT SHOULD BE NOTED THAT SUBSTITUTE FF&E OREQUIPMENT WITH ALTERNATE SPECIFICATIONS SHOULD NOT BE PROCURED PRIORTO VALIDATING THOSE SPECIFICATIONS AGAINST THE ITEM CONTROL SCHEDULEAND DESIGN PROVISIONS IN THE MODEL. THIS OFFICE ACCEPTS NO RESPONSIBILITYFOR THE PROCUREMENT OF SUBSTITUTE FF&E AND EQUIPMENT WHICH HAS NOTBEEN REVIEWED AND VALIDATED AGAINST THE ORIGINAL DESIGN PROVISIONS.
THE SERVICE POINTS IDENTIFIED ON THESE DRAWINGS HAVE BEEN OVERLAYEDFROM THE BUILDING SERVICES ENGINEERING MODEL, AND ARE PROVIDED FORINFORMATION AND SET-OUT PURPOSES ONLY. WE HAVE BEEN ADVISED BY THESERVICES ENGINEERS THAT THE POINTS REPRESENTED ON THESE DRAWINGS ARECORRECT AT THE TIME OF PUBLICATION. THIS OFFICE DOES NOT WARRANT THEACCURACY OF THIS DATA. REFER TO THE BUILDING SERVICES ENGINEERINGDOCUMENTATION FOR THE INSTALLATION OF THE SERVICES POINTS, AND THEINTERFACE BETWEEN THE SERVICES POINTS AND THE RESPECTIVE ENGINEERINGSYSTEMS.
SERVICE POINTS DISCLAIMER
ISSUE FOR TENDER
PROJECT MANAGER
PH: (02) 9267 9599 FAX: (02) 9264 5844LEVEL 6, 155 CLARENCE ST, SYDNEY, 2000
130276-HI-AR-DWG-
1 : 100@A0
6
C:\U
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NSW Forensic Pathology &Coroners Court
10/08/16 KW BR
10249 2053
Corner of Joseph St and Main AvLidcombe NSW 2141
LEVEL 00 - SLAB SET OUT PLAN -ZONE 2
REV DESCRIPTION DRN DATE1 PROGRESS ISSUE ML 17.08.162 PROGRESS ISSUE CG 09.09.163 PROGRESS ISSUE CG 14.10.164 WORK IN PROGRESS ISSUE BR 13.12.165 ISSUE FOR PRE TENDER BR 16.12.166 ISSUE FOR TENDER - NOT FOR CONSTRUCTION BR 20.01.17
1 2 5 6
I
J
K
L
M
3 4 7
H
RL 34.45
STAIR 3
RL 33.13
8500
5925
9485
7705
7705
9000 9670 7390 9130 8780 8330
REFER TO DWG-2050 FOR CONTINUATION
INDICATIVE LINE OF BATTER.REFER TO CIVIL ENGINEER'SDETAIL
4750 500
2855
30
LIFT 3 LIFT 4RL 35.385
BULK EXCAVATION LEVEL(INDICATIVE OUTLINE ONLY -
REFER CIVIL ENGINEER'SDOCUMENTATION)
RL 35.56BULK EXCAVATION LEVEL(REFER CIVIL ENGINEER'S
DOCUMENTATION)
-50mm SET DOWN
-100mm SET DOWN
-150mm SET DOWN
-320mm SET DOWN
PENETRATIONS FORMECHANICAL DUCTWORK
N
ARCHITECTS
CLIENT
CHECKEDDATE
DRAWING No REVISION
SCALE
PROJECT No
DRAWN BY
PROJECT
KEY PLAN
DRAWING TITLE
ABN: 73 561 269 057
PH: (02) 8299 4600 FAX: (02) 8299 4646LEVEL 4, 89 YORK ST, SYDNEY, 2000
AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSIONSILVER THOMAS HANLEY (VIC) PTY LTD ABN 73 561 269 057
THIS ARCHITECTURAL DESIGN IS THE COPYRIGHT OF
COPYRIGHTALL RIGHTS RESERVED. THIS WORK IS COPYRIGHT AND CANNOT BE REPRODUCEDOR COPIED IN ANY FORM OR BY ANY MEANS (GRAPHIC, ELECTRONIC ORMECHANICAL, INCLUDING PHOTOCOPYING) WITHOUT THE WRITTEN PERMISSION OFTHE PRINCIPAL UNDER THE TERMS OF THE CONTRACT. ANY LICENCE, EXPRESS ORIMPLIED, TO USE THE DOCUMENT FOR ANY PURPOSE WHATSOEVER IS RESTRICTEDTO THE TERMS OF THE AGREEMENT OR IMPLIED AGREEMENT WITH THE PRINCIPALUNDER THE TERMS OF THE CONTRACT.
DIMENSIONSUSE FIGURED DIMENSIONS, DO NOT SCALE. CONTRACTORS MUSTVERIFY ALL DIMENSIONS ON THE SITE BEFORE COMMENCING ANYWORK OR MAKING ANY SHOP DRAWING WHICH MUST BESUBMITTED AND REVIEWED BEFORE MANUFACTURE.FIXTURES, FITTINGS & EQUIPMENT SPECIFICATIONS
SUBSTITUTE FF&E EQUIPMENT SPECIFICATIONSTHE FIT-OUT DESIGN AND DOCUMENTATION HAS BEEN COMPLETED ON THE BASISOF FF&E AND EQUIPMENT ADVISED TO THIS OFFICE AT THE TIME OF BRIEFING THEDESIGN. THE DESIGN PROVISIONS FOR FF&E AND EQUIPMENT INCORPORATESSPATIAL ALLOCATIONS, SERVICING, LOADING AND ACCESS CLEARANCES AND WHEREAPPROPRIATE SERVICES REQUIREMENTS, HAVING DUE REGARD FOR SURROUNDINGFIXTURES AND FITTINGS. IT SHOULD BE NOTED THAT SUBSTITUTE FF&E OREQUIPMENT WITH ALTERNATE SPECIFICATIONS SHOULD NOT BE PROCURED PRIORTO VALIDATING THOSE SPECIFICATIONS AGAINST THE ITEM CONTROL SCHEDULEAND DESIGN PROVISIONS IN THE MODEL. THIS OFFICE ACCEPTS NO RESPONSIBILITYFOR THE PROCUREMENT OF SUBSTITUTE FF&E AND EQUIPMENT WHICH HAS NOTBEEN REVIEWED AND VALIDATED AGAINST THE ORIGINAL DESIGN PROVISIONS.
THE SERVICE POINTS IDENTIFIED ON THESE DRAWINGS HAVE BEEN OVERLAYEDFROM THE BUILDING SERVICES ENGINEERING MODEL, AND ARE PROVIDED FORINFORMATION AND SET-OUT PURPOSES ONLY. WE HAVE BEEN ADVISED BY THESERVICES ENGINEERS THAT THE POINTS REPRESENTED ON THESE DRAWINGS ARECORRECT AT THE TIME OF PUBLICATION. THIS OFFICE DOES NOT WARRANT THEACCURACY OF THIS DATA. REFER TO THE BUILDING SERVICES ENGINEERINGDOCUMENTATION FOR THE INSTALLATION OF THE SERVICES POINTS, AND THEINTERFACE BETWEEN THE SERVICES POINTS AND THE RESPECTIVE ENGINEERINGSYSTEMS.
SERVICE POINTS DISCLAIMER
ISSUE FOR TENDER
PROJECT MANAGER
PH: (02) 9267 9599 FAX: (02) 9264 5844LEVEL 6, 155 CLARENCE ST, SYDNEY, 2000
130276-HI-AR-DWG-
1 : 100@A0
6
C:\U
s ers
\mla
n\D
ocum
ent s
\FP
CC
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ILD
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_A16
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_mla
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NSW Forensic Pathology &Coroners Court
18/11/16 KW BR
10249 2051
Corner of Joseph St and Main AvLidcombe NSW 2141
LEVEL B - SLAB SET OUT PLAN - ZONE2
REV DESCRIPTION DRN DATE1 PROGRESS ISSUE ML 17.08.162 PROGRESS ISSUE CG 09.09.163 PROGRESS ISSUE CG 14.10.164 WORK IN PROGRESS ISSUE BR 13.12.165 ISSUE FOR PRE TENDER BR 16.12.166 ISSUE FOR TENDER - NOT FOR CONSTRUCTION BR 20.01.17
1 2 5 6
A
B
C
D
E
F
G
3 4 7
RL 34.35
STAIR 4
RL 33.82
9000 9670 7390 9130 8780 8330
1000
010
000
5040
8600
8600
8600
REFER TO DWG-2051 FOR CONTINUATION
INDICATIVE LINE OF BATTER.REFER TO CIVIL ENGINEER'SDETAIL
4750 1850
1030
2960
LIFT 1
LIFT 2
RL 35.56BULK EXCAVATION LEVEL(REFER CIVIL ENGINEER'S
DOCUMENTATION)
RL 35.43BULK EXCAVATION LEVEL
(INDICATIVE OUTLINE ONLY- REFER CIVIL ENGINEER'S
DOCUMENTATION)
RL 35.43BULK EXCAVATION LEVEL
(INDICATIVE OUTLINE ONLY- REFER CIVIL ENGINEER'S
DOCUMENTATION)
RL 35.385BULK EXCAVATION LEVEL
(INDICATIVE OUTLINE ONLY -REFER CIVIL ENGINEER'S
DOCUMENTATION)
-50mm SET DOWN
-100mm SET DOWN
-150mm SET DOWN
-320mm SET DOWN
PENETRATIONS FORMECHANICAL DUCTWORK
N
ARCHITECTS
CLIENT
CHECKEDDATE
DRAWING No REVISION
SCALE
PROJECT No
DRAWN BY
PROJECT
KEY PLAN
DRAWING TITLE
ABN: 73 561 269 057
PH: (02) 8299 4600 FAX: (02) 8299 4646LEVEL 4, 89 YORK ST, SYDNEY, 2000
AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSIONSILVER THOMAS HANLEY (VIC) PTY LTD ABN 73 561 269 057
THIS ARCHITECTURAL DESIGN IS THE COPYRIGHT OF
COPYRIGHTALL RIGHTS RESERVED. THIS WORK IS COPYRIGHT AND CANNOT BE REPRODUCEDOR COPIED IN ANY FORM OR BY ANY MEANS (GRAPHIC, ELECTRONIC ORMECHANICAL, INCLUDING PHOTOCOPYING) WITHOUT THE WRITTEN PERMISSION OFTHE PRINCIPAL UNDER THE TERMS OF THE CONTRACT. ANY LICENCE, EXPRESS ORIMPLIED, TO USE THE DOCUMENT FOR ANY PURPOSE WHATSOEVER IS RESTRICTEDTO THE TERMS OF THE AGREEMENT OR IMPLIED AGREEMENT WITH THE PRINCIPALUNDER THE TERMS OF THE CONTRACT.
DIMENSIONSUSE FIGURED DIMENSIONS, DO NOT SCALE. CONTRACTORS MUSTVERIFY ALL DIMENSIONS ON THE SITE BEFORE COMMENCING ANYWORK OR MAKING ANY SHOP DRAWING WHICH MUST BESUBMITTED AND REVIEWED BEFORE MANUFACTURE.FIXTURES, FITTINGS & EQUIPMENT SPECIFICATIONS
SUBSTITUTE FF&E EQUIPMENT SPECIFICATIONSTHE FIT-OUT DESIGN AND DOCUMENTATION HAS BEEN COMPLETED ON THE BASISOF FF&E AND EQUIPMENT ADVISED TO THIS OFFICE AT THE TIME OF BRIEFING THEDESIGN. THE DESIGN PROVISIONS FOR FF&E AND EQUIPMENT INCORPORATESSPATIAL ALLOCATIONS, SERVICING, LOADING AND ACCESS CLEARANCES AND WHEREAPPROPRIATE SERVICES REQUIREMENTS, HAVING DUE REGARD FOR SURROUNDINGFIXTURES AND FITTINGS. IT SHOULD BE NOTED THAT SUBSTITUTE FF&E OREQUIPMENT WITH ALTERNATE SPECIFICATIONS SHOULD NOT BE PROCURED PRIORTO VALIDATING THOSE SPECIFICATIONS AGAINST THE ITEM CONTROL SCHEDULEAND DESIGN PROVISIONS IN THE MODEL. THIS OFFICE ACCEPTS NO RESPONSIBILITYFOR THE PROCUREMENT OF SUBSTITUTE FF&E AND EQUIPMENT WHICH HAS NOTBEEN REVIEWED AND VALIDATED AGAINST THE ORIGINAL DESIGN PROVISIONS.
THE SERVICE POINTS IDENTIFIED ON THESE DRAWINGS HAVE BEEN OVERLAYEDFROM THE BUILDING SERVICES ENGINEERING MODEL, AND ARE PROVIDED FORINFORMATION AND SET-OUT PURPOSES ONLY. WE HAVE BEEN ADVISED BY THESERVICES ENGINEERS THAT THE POINTS REPRESENTED ON THESE DRAWINGS ARECORRECT AT THE TIME OF PUBLICATION. THIS OFFICE DOES NOT WARRANT THEACCURACY OF THIS DATA. REFER TO THE BUILDING SERVICES ENGINEERINGDOCUMENTATION FOR THE INSTALLATION OF THE SERVICES POINTS, AND THEINTERFACE BETWEEN THE SERVICES POINTS AND THE RESPECTIVE ENGINEERINGSYSTEMS.
SERVICE POINTS DISCLAIMER
ISSUE FOR TENDER
PROJECT MANAGER
PH: (02) 9267 9599 FAX: (02) 9264 5844LEVEL 6, 155 CLARENCE ST, SYDNEY, 2000
130276-HI-AR-DWG-
1 : 100@A0
3
C:\U
s ers
\mla
n\D
ocum
ent s
\FP
CC
_BU
ILD
ING
_A16
_CEN
TRAL
_mla
n.rv
t
NSW Forensic Pathology &Coroners Court
18/11/16 KW BR
10249 2050
Corner of Joseph St and Main AvLidcombe NSW 2141
LEVEL B - SLAB SET OUT PLAN - ZONE1
REV DESCRIPTION DRN DATE1 WORK IN PROGRESS ISSUE BR 13.12.162 ISSUE FOR PRE TENDER BR 16.12.163 ISSUE FOR TENDER - NOT FOR CONSTRUCTION BR 20.01.17
