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Date 1/03/16 Issue 1.0 160301_MSCP_Response to Submissions
Multi Storey Car Park Page 27 of 39
Appendix D Civil drawings
Prepared by ARUP
January 2016
Project No Drawing No Issue
Level 10, 201 Kent StreetSYDNEY NSW 2000Telephone (02) 9320 9320 Facsimile (02) 9320 9321
Consulting Engineers
DARCY ROAD MULTI STOREYCAR PARK
Civil Works
January 2016
MSC-ARP-CV-DG-4001 3236482
ROAD
INSTITUTE
D P 1
1 1 9
5 8 3
100
ROAD
INSTITUTE
Y
HAWKE
SBURY
REDBANK
ROAD
BITUMEN
ROAD
ROAD
ROAD
ROAD
REDBA
NK
NEW PEDESTRIAN
FOOTPATH
DARCY ROAD
Ø450
KR1
VC
DRAWING SCHEDULE
REFERENCE DRAWINGSPARRAMATTA CITY COUNCIL (PCC) STANDARD DRAWINGS(REFER TO SPECIFICATION)
LEGENDDRAWING No. TITLEISSUE
DRAWING No. TITLE
PROPOSED
FUTUREBOUNDARY AND KERB ALIGNMENTS
DRIVEWAY, PATHWAY OR CYCLEWAY
ES
DC
MK
K&G
BB
TB
GENERALMSC-ARP-CV-DG-4001MSC-ARP-CV-DG-4002MSC-ARP-CV-DG-4003
COVER SHEETLOCALITY PLAN, DRAWING SCHEDULE AND LEGENDGENERAL NOTES
DS1DS2DS4DS4DS5
KERBS AND LAYBACKSROOFWATER OUTLETFOOTPATHKERB RAMPDISH DRAIN CROSSING DETAIL
DS6DS8DS9DS10DS11BDS21DS24DS24DS25DS25DS26
TYPICAL CYCLEWAY/SHARED PATHWAYSTANDARD VEHICULAR CROSSINGHEAVY DUTY VEHICULAR CROSSINGVEHICULAR CROSSING PROFILESSIGN SUPPORT POSTSTANDARD KERB INLET PIT (ON GRADE)STANDARD SURCHARGE PITGRATED SAG PIT USING PRECAST LINTELSURFACE INLET PIT FOR FOOTPATHSSURFACE INLET PIT FOR OPEN SPACE AREASSTANDARD JUNCTION PITHEAVY DUTY JUNCTION PITTWIN GRATED GULLY PIT WITH EXTENDED KERB INLETSUBSOIL DRAINAGE DETAILSHEADWALLS FOR CULVERTS UP TO 900 DIAMETERSTANDARD FOR INSTALLATION OF PIPELINES ANDRESTORATION OF TRENCHES
DS26DS41DS44DS46DS47
TREE PROTECTION TIMBER HOARDINGDS44
PROJECT BOUNDARY
EASEMENT BOUNDARY
KERB AND GUTTER TO PCC STD DRG No DS1
EDGE STRIP TO PCC STD DRG No DS1
KERB ONLY TP PCC STD DRG No DS1
MEDIAN KERB TO PCC STD DRG No DS1
DISH CROSSING TO PCC STD DRG No DS1
HEAVY DUTY LAYBACK TO PCC STD DRG No DS1
VEHICULAR CROSSING TO PCC STD DRG No DS1
PEDESTRIAN RAMPS TO PCC STD DRG No DS4
DOUBLE BARRIER LINE (BB)
HOLDING LINE (TB)
PAVERS
KERB RETURN No. 1
STREET NAME SIGN & POST TO PCC STD DRG No DS11
STREET SIGN & POST TO PCC STD DRG No DS11
DRAINAGE CATCHMENT BOUNDARY
Ø100 SUBSOIL DRAINAGE LINE TO PCC STD DRG No DS44
Ø450 STORMWATER DRAINAGE PIPELINE
STORMWATER PIT No 3 - LINE No 1
STANDARD GRATED KERB INLET PIT TO PCC STD DRG No DS21
STANDARD GRATED SAG PIT TO PCC STD DRG No DS24
STANDARD SURFACE INLET GRATED PIT TO PCC STD DRG NO DS25
STANDARD JUNCTION PIT TO PCC STD DRG NO DS26
TRENCH DRAIN
SS
HDL
BOUNDARY
DRIVEWAY, PATHWAY OR CYCLEWAY
TOP OF BATTER
BOTTOM OF BATTER
SPOT LEVEL
KERB AND GUTTER
DISHED CROSSING
STORMWATER
STORMWATER PIT
SEWERAGE
SEWER MAINTENANCE HOLE
SEWERAGE - TRADE WASTE
SEWER TUNNEL
WATER SUPPLY
STOP VALVE HYDRANT
WATER FIRE SUPPLY
TELSTRA
TELSTRA PIT
ELECTRICITY
ELECTRICITY POLE
TELECOMMUNICATION
GAS
TREE
EXISTING
SCALE 1:2 500
LOCALITY PLAN
WESTMEAD
NORTHMEAD
INSTITUTE
DARCY
MO
NS
REDBA
NK
RD
RD
RD
RD
HAWKE
SBURY
RD
TOONGABBIECREEK
ROADWORKSMSC-ARP-CV-DG-4200MSC-ARP-CV-DG-4201MSC-ARP-CV-DG-4202MSC-ARP-CV-DG-4203
ROADWORKS AND DRAINAGE PLAN SHEET 1 OF 4ROADWORKS AND DRAINAGE PLAN SHEET 2 OF 4ROADWORKS AND DRAINAGE PLAN SHEET 3 OF 4ROADWORKS AND DRAINAGE PLAN SHEET 4 OF 4
333
3333
SOIL AND WATERMSC-ARP-CV-DG-4010 SOIL AND WATER MANAGEMENT PLAN3
WESTMEADADULT
HOSPITAL
NEW PEDESTRIAN
FOOTPATH
SITE OFWORKS
MSC-ARP-CV-DG-4011 SOIL AND WATER MANAGEMENT DETAILS3
DEMOLITION WORKSMSC-ARP-CV-DG-4100MSC-ARP-CV-DG-4101MSC-ARP-CV-DG-4102MSC-ARP-CV-DG-4103
DEMOLITION PLAN SHEET 1 OF 4DEMOLITION PLAN SHEET 2 OF 4DEMOLITION PLAN SHEET 3 OF 4DEMOLITION PLAN SHEET 4 OF 4
3333
MULTI STOREY CAR PARK
DRAINAGEMSC-ARP-CV-DG-4300 DRAINAGE LONGITUDINAL SECTION3
BB
BB
BB
BB
BB
EARTHWORKSMSC-ARP-CV-DG-4150MSC-ARP-CV-DG-4151MSC-ARP-CV-DG-4152MSC-ARP-CV-DG-4153MSC-ARP-CV-DG-4154MSC-ARP-CV-DG-4155MSC-ARP-CV-DG-4156MSC-ARP-CV-DG-4157
BULK EARTHWORKS CUT AND FILL PLANBULK EARTHWORKS CONTOUR PLAN SHEET 1 OF 4BULK EARTHWORKS CONTOUR PLAN SHEET 2 OF 4BULK EARTHWORKS CONTOUR PLAN SHEET 3 OF 4BULK EARTHWORKS CONTOUR PLAN SHEET 4 OF 4BULK EARTHWORKS LONGITUDINAL SECTIONS SHEET 1 OF 3BULK EARTHWORKS LONGITUDINAL SECTIONS SHEET 2 OF 3BULK EARTHWORKS LONGITUDINAL SECTIONS SHEET 3 OF 3
33333333
MSC-ARP-CV-DG-4210MSC-ARP-CV-DG-4211MSC-ARP-CV-DG-4212MSC-ARP-CV-DG-4213MSC-ARP-CV-DG-4214MSC-ARP-CV-DG-4215MSC-ARP-CV-DG-4216MSC-ARP-CV-DG-4217
ROADWORKS CAR PARK ENTRY/EXIT LONGITUDINAL SECTIONS SHEET 1 OF 2ROADWORKS CAR PARK ENTRY/EXIT LONGITUDINAL SECTIONS SHEET 2 OF 2ROADWORKS MORTUARY ROAD LONGITUDINAL SECTIONSROADWORKS INSTITUTE ROAD LONGITUDINAL SECTIONS SHEET 1 OF 2ROADWORKS INSTITUTE ROAD LONGITUDINAL SECTIONS SHEET 2 OF 2ROADWORKS AT-GRADE CAR PARK ROAD LONGITUDINAL SECTIONSROADWORKS PEDESTRIAN LINK CAR PARK ROAD LONGITUDINAL SECTIONSROADWORKS TYPICAL PAVEMENT CROSS SECTIONS
33333333
RETAINING WALLMSC-ARP-CV-DG-4251 RETAINING WALL LONGITUDINAL SECTIONS3MSC-ARP-CV-DG-4255 RETAINING WALL DETAILS3
PIT 01/03
KO
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4002 3236482
AS SHOWN
LOCALITY PLAN,DRAWING SCHEDULE ANDLEGEND
ISSUE FOR R/D REVIEW
KJS
ISSUE FOR TENDERISSUE FOR TENDER
123
ADCADCADC
KJSKJSKJS
18/11/201526/11/15
15/01/2016
Arup, Level 10, 201 Kent StSydney, NSW, 2000Tel +61(02)9320 9320 Fax +61(02)9320 9321www.arup.com.au
01:2500
50
50 100 150 200 250 m
ALL BEARINGS AND DISTANCES BY SURVEY.
ALL SURVEY FOR THIS DESIGN IS SUPPLIED BY:LTS LOCKLEYSUITE 1, LEVEL 1, 810 PACIFIC HIGHWAY, GORDON NSW 2072PHONE 1300 587 000 FAX 02 9499 7760
ORIGIN OF LEVELSS.S.M 156523 RL 16.485 (A.H.D.)
AZIMUTHS.S.M. 156523 (ORIGIN) - S.S.M. 87246 (BY SURVEY) 83°18'15" 826.790MGA COORDINATES S.S.M. 156523 (ORIGIN) - EAST 313 352.533,NORTH 6 257 848.561. NOTE THIS PLAN IS ON MGA COORDINATES BASED ONTHE ABOVE AZIMUTH.
WORKS SHALL BE UNDERTAKEN IN THE FOLLOWING SEQUENCE:
ES1
ES2
INSTALL EROSION AND SEDIMENT CONTROLS.(A)
(B)
(C)
(D)
(E)
UNDERTAKE REMAINING SITE WORKS IN ACCORDANCE WITH THEENGINEERING PLANS.
REMOVE SOIL AND WATER MANAGEMENT WORKS NOT REQUIRED FOROTHER STAGES OF CONSTRUCTION ONCE UPSTREAM SURFACES ARESTABILISED TO THE SATISFACTION OF THE SUPERINTENDENT.
TOPSOIL AND REHABILITATE BULK EARTHWORK AREAS IMMEDIATELYUPON COMPLETION.
ALL EROSION AND SEDIMENT CONTROL MEASURES TO BE INACCORDANCE WITH LANDCOM "SOILS AND CONSTRUCTION MANUALVOLUME 1, MARCH 2004"
EC1
* A RECOMMENDED LIST OF PLANT SPECIES FOR TEMPORARY COVER IS :
- JAPANESE MILLET 10kg/ha - OATS (RYECORN) 30kg/haGYPSUM AND MULTIGROW/ ENRICH FERTILIZER AT RATES TO BE DETERMINEDBY SUBSOIL AND TOPSOIL TESTING.* A RECOMMENDED LIST OF PLANT SPECIES FOR PERMANENT GRASSING IS : - DURATURF PARK BLEND (WRIGHT STEPHENSON SEED MIX) + COVER CROP
- TACKIFYING AGENT (CURASOL OR SIMILAR)
EC2
- THOROUGHBRED TURF TALL FESCUE 15kg/ha
- JAPANESE MILLET 25kg/ha - OATS (RYECORN) 25kg/ha
SPRINGSUMMERAUTUMNWINTER
- OATS (RYECORN) 10kg/ha - JAPANESE MILLET 10kg/ha
- PERENNIAL RYEGRASS 37kg/ha - CHEWINGS FESCUE 5kg/ha - UNMULLED COUCH 4kg/ha
CONTROLS AFFECTED BY WORKS ARE TO BE RE-ESTABLISHED PRIOR TOTHE COMPLETION OF EACH DAYS WORK.
THE CONTRACTOR IS TO STABILISE TOPSOIL STOCKPILE AND BARE AREASAS SOON AS THEY REACH FINAL LEVELS. STABILISATION TO BE BYHYDROSEEDING OR OTHER METHOD APPROVED BY SUPERINTENDENT. ALLSEEDED AREAS TO BE WATERED TWICE WEEKLY UNTIL GRASS ISESTABLISHED OR COVERED WITH BITUMEN STRAW MULCH. SEED MIXTUREFOR FOOTWAYS AND EMBANKMENTS TO BE IN ACCORDANCE WITH THEFOLLOWING:
EC3
EC4
EC5
EC6
WHERE SURFACE SLOPES ARE MORE THAN 6H:1V BITUMEN STRAW MULCHSHALL BE APPLIED AFTER SEEDING AT THE FOLLOWING RATES. - MULCH 0.5kg/m² - BITUMEN EMULSION 0.25 l/m² (50% WATER, 50% SLOW BREAKING ANIONIC EMULSION MIX).
DUST CONTROL MEASURES SHALL BE IMPLEMENTED CONTINUOUSLYDURING CONSTRUCTION WORKS TO THE SATISFACTION OF THESUPERINTENDENT.
TOPSOIL SHALL BE RESPREAD AND STABILISED AS SOON ASPOSSIBLE. DISTURBED AREAS SHALL BE LEFT WITH A SCARIFIEDSURFACE TO ENCOURAGE WATER INFILTRATION AND ASSIST KEYING INTOPSOIL.
THE CONTRACTOR SHALL TEMPORARILY REHABILITATE ANY DISTURBEDAREAS WITHIN 14 DAYS. WHERE FINAL SHAPING HAS OCCURRED THECONTRACTOR SHALL PROVIDE FINAL REHABILITATION WITHIN 7 DAYS.
SC3
SC4
SC7
SEDIMENT TRAPS ARE TO BE MAINTAINED SUCH THAT:
(A)
(B)
SC8
MATERIALS ARE REPLACED OR REPAIRED AS REQUIRED TO ENSURE SERVICEABILITY OF BOTH THE ELEMENT AND THE TRAP.
SEDIMENT IS REMOVED SUCH THAT NO LESS THAN 70% OF THE DESIGN CAPACITY REMAINS AT ANY ONE TIME.
PERMANENT DRAINAGE STRUCTURES INCLUDING: PIPES, PITS ARE TOBE HANDED OVER IN A CLEAN CONDITION AT THE COMPLETION OF THECONTRACT MAINTENANCE PERIOD.
THE CONTRACTOR SHALL PROVIDE A 0.4m WIDE TURF STRIP BEHIND ALLKERB AND GUTTER AT COMPLETION OF FOOTPATH FORMATION AND 1.0mWIDE AROUND ALL SURFACE INLET PITS.
THE CONTRACTOR SHALL AT ALL TIMES RESTRICT CONSTRUCTIONEQUIPMENT MOVEMENT TO THE ESSENTIAL CONSTRUCTION AREAS.THE CONTRACTOR SHALL NOT EXTEND LAND DISTURBANCE BEYOND2m FROM THE EDGE OF ANY ESSENTIAL CONSTRUCTION ACTIVITY.
SC12
SC10
SC11
AN ACCESS POINT TO ALLOW MACHINE ENTRY / EXIT ARE TO INCLUDE AROUNDED EARTH MOUND 0.3m HIGH WITH 10H:1V BATTERS.
STRIP TOPSOIL OVER THE SITE TO AN AVERAGE DEPTH OF 100mmUNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. TOP SOILSTOCKPILES SHALL NOT EXCEED 2m IN HEIGHT AND BATTER SLOPESTO BE 3H:1V MAXIMUM.
STRIP AND STOCKPILE TOPSOIL AND CARRY OUT ALL BULK EARTHWORKS.
EW6
EW7
G4
G5
G6
G7
G1
ROADWORKS GENERAL
ALL RUBBISH, BUILDINGS, SHEDS, FENCES, AND POWER POLES ARETO BE REMOVED IN ACCORDANCE WITH THE SPECIFICATION.
NO WORK TO BE CARRIED OUT ON ADJOINING PROPERTIES WITHOUTTHE WRITTEN PERMISSION FROM THE OWNER.
VEHICULAR ACCESS AND ALL SERVICES ARE TO BE MAINTAINED ATALL TIMES TO AREAS AFFECTED BY CONSTRUCTION.
R4
R3
R2
R1
ROADWORKSPAVEMENT DEPTHS SHOWN ON CROSS SECTIONS ARE FOR DESIGNPURPOSE ONLY. ALL DEPTHS TO BE CONFIRMED FOLLOWING INSITUSUBGRADE CBR TESTING DURING CONSTRUCTION.
SUBSOIL DRAINS TO BE CONSTRUCTED AT BACK OF ALL KERBSLOCATED IN CUT AND ON THE HIGH SIDE OF ALL ROADS, AS SHOWNON DRAWINGS OR AS DIRECTED BY THE SUPERINTENDENT.
R5
R6
R7
PROPOSED SERVICES CROSSING EXISTING ROADS SHALL BE THRUSTBORED UNDER THE ROAD SO AS NOT TO DAMAGE THE EXISTINGSURFACE.
R8
R11
R12
R10
R9
NO TREES TO BE REMOVED OTHER THAN THOSE AFFECTED BY THEWORKS. ALL DEAD TREES SHALL BE REMOVED.
R13 TRANSITION KERB FROM KO TO K&G AT KERB RETURN T.P OVER ALENGTH OF 1m.
SUBGRADE, SUBBASE AND BASE COURSES ARE TO BE COMPACTED TO THEREQUIREMENTS OF THE GEOTECHNICAL REPORT.
SUBSOIL FLUSHING POINTS TO BE CONSTRUCTED IN ACCORDANCE WITHPCC STD DRG No. DS33 REQUIREMENTS AND TO BE LOCATED AS DIRECTED.
ALL VEHICULAR CROSSINGS TO BE LOCATED MINIMUM 1.0m OFF SIDEBOUNDARIES. LAYBACK TO HAVE A MINIMUM 1.0m CLEARANCE FROM POWERAND LIGHT POLES, STORMWATER DRAINAGE PITS AND 6.0m CLEARANCE FROMKERB RETURN TANGENT POINTS.
ALL BATTERS ARE TO BE SCARIFIED TO ASSIST WITH ADHESION OF TOPSOILTO BATTER FACE IN ACCORDANCE WITH THE SPECIFICATION.
PROVIDE 150mm TOPSOIL WITH GRASS COUCH TURF ON FOOTWAYS AND ALLOTHER AREAS DISTURBED DURING CONSTRUCTION. A 0.4m WIDE,CONTINUOUS STRIP OF COUCH GRASS SHALL BE PLACED BEHIND THE BACKOF ALL KERBS IMMEDIATELY AFTER THE COMPLETION OF THE FOOTPATHGRADING, MAINTAINED AND REPLACED AS REQUIRED DURING THEMAINTENANCE PERIOD.
GUTTER SLOTS ARE TO BE PROVIDED AT REGULAR INTERVALS AND ATPITS (ONLY WHERE TEMPORARY SEAL FINISHES BELOW LIP OF GUTTER).
SERVICES SHOWN ON THESE PLANS ARE LOCATED FROM INFORMATIONSUPPLIED BY THE RELEVANT AUTHORITIES AND FIELD INVESTIGATIONSAND ARE NOT GUARANTEED COMPLETE OR CORRECT. ALL SERVICELOCATIONS ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION.
IN 150mm KERB & GUTTER ONLY MODIFY KERB FOR FUTURE VEHICULARCROSSING WITH A LAYBACK WIDTH OF 4.5m TO SUIT 3.5m DRIVEWAY.VEHICULAR CROSSING TO BE IN ACCORDANCE WITH PCC STD DRG NoDS1 WHERE SHOWN ONLY.
THE CONTRACTOR SHALL OBTAIN ALL LEVELS FROM ESTABLISHEDBENCH MARKS ONLY AS SUPPLIED BY THE APPOINTED SURVEYORS.
SERVICES CONDUITS TO BE PLACED AS DIRECTED FOR ENDEAVORENERGY, NBN CO , JEMENA AND AS REQUIRED BY THE SYDNEY WATERCORPORATION AND IDENTIFIED AT EACH KERB CROSSING WITH ABRASS KERB MARKER NOTING EACH SERVICE TYPE.
D1
D2
DRAINAGE
D5
D4
D3
D6
D8
D7
D9
D11
D12
EROSION AND SEDIMENT
EROSION CONTROL MEASURES
SEDIMENT CONTROL MEASURES
THE CONTRACTOR SHALL MAINTAIN A LOG BOOK DETAILING- RECORDS OF ALL RAINFALL- CONDITION OF SOIL AND WATER MANAGEMENT STRUCTURES- ANY ADDITIONAL REMEDIAL WORKS REQUIREDTHE LOG BOOK SHALL BE MAINTAINED ON A DAILY BASIS AND BE MADEAVAILABLE TO ANY AUTHORISED PERSON UPON REQUEST. THE ORIGINALLOG BOOK SHALL BE ISSUED TO THE PROJECT MANAGER AT THECOMPLETION OF THE WORKS.
EARTHWORKSEARTHWORKS TO BE CARRIED OUT TO THE SATISFACTION OF THESUPERINTENDENT. UNSOUND MATERIALS NOT IN ACCORDANCE WITH THESPECIFICATION ARE TO BE REMOVED FROM ROADS AND BUILDING AREASPRIOR TO FILLING. ALL TESTING OF EARTHWORKS SHALL BE UNDERTAKENBY THE PRINCIPAL APPOINTED GEOTECHNICAL TESTING AUTHORITY.
WHERE THE SLOPE OF THE NATURAL SURFACE EXCEEDS ONE IN FOUR(1:4), BENCHES ARE TO BE CUT TO PREVENT SLIPPING OF THEPLACED FILL MATERIAL AS REQUIRED BY THE SUPERINTENDENT.
ALL SPOIL TO BE DISPOSED OF OFF SITE TO AN APPROVED DISPOSAL SITE.
ALL TOPSOIL TO BE STRIPPED AND STOCKPILED ONSITE FOR LATER USE.
THE CONTROL TESTING OF EARTHWORKS BY THE PRINCIPAL APPOINTEDGEOTECHNICAL TESTING AUTHORITY SHALL BE IN ACCORDANCE WITH THEGUIDELINES IN AS 3798-2007. WHERE IT IS PROPOSED TO USE TEST METHODAS 1289.5.8.1-2007 TO DETERMINE THE FIELD DENSITY OF SOIL, A NUCLEARSURFACE MOISTURE-DENSITY GAUGE IN THE DIRECT TRANSMISSION MODEOF OPERATION SHALL BE USED TO CONFIRM THE RESULTS, AS DIRECTED BYTHE SUPERINTENDENT. THE GEOTECHNICAL TESTING AUTHORITY SHALLHAVE A LEVEL 2 RESPONSIBILITY AS DEFINED IN SECTION 8.3 AS 3798-2007,AND AT THE END OF THE WORKS SHALL CERTIFY IN A WRITTEN REPORTTHAT THE EARTHWORKS COMPLY WITH THE REQUIREMENTS OF THESPECIFICATION AND DRAWINGS.
AT THE TOP OF ALL EXCAVATED BATTERS OVER 1.5m HIGH PROVIDE ABARRIER FENCE.
EW1
EW2
EW3
EW5
MODIFY KERB FOR FUTURE FOOTPATH CROSSINGS IN ACCORDANCE WITHPCC STD DRG No DS4 WHERE FUTURE FOOTPATHS ARE SHOWN.
G2
ALL KERB INLETS PITS (ON GRADE) TO BE BENCHED AND STREAMLINED,PITS OVER 1.2m IN DEPTH TO BE PROVIDED WITH STEP IRONS ANDREINFORCED IN ACCORDANCE WITH PARRAMATTA CITY COUNCIL STD DRGNo DS21.
CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 32MPa AT 28DAYS U.N.O.
ALL GRATED SAG PITS TO BE IN ACCORDANCE WITH PARRAMATTA CITYCOUNCIL DRG No DS24.
LINTEL LENGTH SHOWN ON SECTIONS INDICATES LENGTH OF CLEAROPENING.
ALL STANDARD SURCHARGE PITS TO BE IN ACCORDANCE WITHPARRAMATTA CITY COUNCIL STD DRG No DS23.
ALL SURFACE INLET PITS TO BE IN ACCORDANCE WITH PARRAMATTA CITYCOUNCIL STD DRG No DS25.
ALL STORMWATER DRAINAGE JUNCTION PITS TO BE IN ACCORDANCE WITHPARRAMATTA CITY COUNCIL STD DRG No DS26.
ALL LONGITUDINAL PIPELINES IN ROADS ARE TO BE LOCATED UNDERKERBS AND GUTTERS AND TO BE BACKFILLED WITH WASHED RIVER SAND,A 3.0 m LENGTH OF SUBSOIL DRAIN WRAPPED IN GEOFABRIC IS TO BEPROVIDED TO THE UPSTREAM SIDE OF PITS ON ALL INCOMING LINESUNLESS NOTED OTHERWISE.
ALL REINFORCED CONCRETE PIPES (RCP) OR FIBRE REINFORCEDCONCRETE PIPES (FRCP) TO BE CLASS 4 RUBBER RING JOINTED (RRJ)UNLESS NOTED OTHERWISE.
STRUCTURAL CERTIFICATION IS REQUIRED FOR CONSTRUCTION OF MAJORAND NON STANDARD STORMWATER DRAINAGE STRUCTURES. THECONTRACTOR TO ARRANGE FOR A HOLD POINT FOR CONSTRUCTIONINSPECTIONS WITH A SUITABLY QUALIFIED ENGINEER AS APPOINTED BYTHE PRINCIPAL TO PROVIDE IN WRITING STRUCTURAL CERTIFICATE ATCOMPLETION OF WORKS.
SUBSOIL DRAINS TO BE PROVIDED UNDER ALL KERBS WITHOUT DRAINLINESBELOW IN ACCORDANCE WITH PARRAMATTA CITY COUNCIL STD DRG NoDS33.
SURVEYGENERAL NOTES
S1
S4
S2
S3
SC1 DURING EARTHWORKS,CARPARK WORKS, ROADWORKS, TEMPORARYDIVERSION BANKS SHOULD BE CONSTRUCTED TO LIMIT SLOPE LENGTH,WHERE POSSIBLE, IN ACCORDANCE WITH THE FOLLOWING:
SC2
RECOMMENDED MAXIMUM SPACING BETWEEN CROSS BANKS ON ALL ROADS.
MAXIMUM SPACING (m)150100705016
ALL STORMWATER PITS TO BE COVERED OR DROP INLET SEDIMENTTRAPS PROVIDED IN ACCORDANCE WITH DRAWING No. MSC-ARP-CV-DG-4011KERB INLET SEDIMENT TRAPS ARE TO BE INSTALLED AFTERCOMPLETION OF PAVING.
SLOPE0 TO 1%1 TO 3%3 TO 5%
5 TO 10%10 TO 17%
SC5
SC6
SC9
ALL TREES OTHER THAN THOSE IDENTIFIED FOR REMOVAL SHALL BERETAINED UNLESS APPROVED FOR REMOVAL BY SUPERINTENDENT.
FOLLOWING COMPLETION AND RESTORATION OF SITE. REMOVE ALLMATERIALS AND FILL DIVERSION DRAINS, WATERWAYS AND SEDIMENT TRAPSCOMPACT IN ACCORDANCE WITH SPECIFICATION. TO MATCH LEVELS OF THEPREVIOUSLY COMPLETED WORKS. PROVIDE 150mm TOPSOIL ANDHYDROSEED.
"NO TRAFFIC AREA" TO BE ENCLOSED WITH " BARRICADE WEBBING" FENCETO MAINTAIN EXISTING PASTURE DOWNSLOPE FROM SEDIMENT CONTROL -LEVEL SPREADER. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTORDISTURB ANY AREAS OUTSIDE THE CATCHMENT AREA.
SC13 THE CONTRACTOR SHALL PROVIDE CATCH DRAINS AT THE BOTTOM OF ALLBATTERS AND DIVERT THE CATCH DRAINS AND ANY TAIL OUT DRAINS TODRAIN TO THE NEAREST STORMWATER PIT.
EW4 AN AREA CLASSIFICATION REPORT IN ACCORDANCE WITH AS 2870-2011AND CERTIFIED BY THE GEOTECHNICAL TESTING AUTHORITY, SHALL BEPROVIDED BY THE PRINCIPAL'S APPOINTED GEOTECHNICAL TESTINGAUTHORITY PRIOR TO THE RELEASE OF THE AREA FOR BUILDING.
D10 PRIOR TO THE FINAL INSPECTION A CCTV INSPECTION AND REPORT IS TOBE UNDERTAKEN FOR ALL STORMWATER PIPES AND CULVERTS THAT AREPART OF THE DRAINAGE SYSTEM.
D13 FOR EXISTING DRAINAGE TO BE DEMOLISHED REFER DRAWING No.MSC-ARP-CV-DG-4100 TO 4103.
G3 ALL REMOVING, DIVERSION AND PROTECTION WORKS RELATED TOEXISTING SERVICES NEED TO BE VERIFIED AND APPROVED BYRELATIVE AUTHORITIES.
R14 ALL EXISTING STRUCTURES, SERVICES AND UTILITIES ARE TO BELOCATED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.THE LOCATION OF EXISTING SERVICES SHOWN ON PLANS AREINDICATIVE ONLY AND ARE NOT GUARANTEED TO BE COMPLETE ORCORRECT. THE RESPONSIBILITY FOR LOCATING, AVOIDANCE ANDWHERE NECESSARY, TEMPORARY PROTECTION OF THESE EXISTINGSERVICES IS THAT OF THE CONTRACTOR. ANY DAMAGE TO EXISTINGSTRUCTURES, SERVICES AND UTILITIES IS TO BE REPORTED TO THESUPERINTENDENT IMMEDIATELY.
DEMOLITION
DW3 ALL DEMOLITION WORKS FOR MULTI STOREY CARPARK TO BE INACCORDANCE WITH THE STRUCTURAL ENGINEER'S REQUIREMENTS.
ASBESTOSAM1 CONTAMINATE MATERIALS ARE KNOWN TO EXIST ON SITE, REFER
CONTAMINATION REPORT.
AM2 A REMEDIATION ACTION PLAN HAS BEEN PREPARED FOR THIS SITE. THECONTRACTOR IS TO ATTEND TO ALL ISSUES IN THE THE REMEDIATIONACTION PLAN BEFORE COMMENCING ANY DEMOLITION OR CONSTRUCTIONWORKS.
AM3 ALL AIR MONITORING EQUIPMENT TO BE IN PLACE PRIOR TO COMMENCINGANY DEMOLITION OR CONSTRUCTION WORKS.
DW1 ALL DEMOLITION WORK IS TO BE UNDERTAKEN IN ACCORDANCE WITHREQUIREMENTS OF AUSTRALIAN STANDARDS AS2601 - 1991 - 'THEDEMOLITION OF STRUCTURES'.
DW2 HAZARDOUS MATERIALS (INCLUDING ASBESTOS) ARE TO BE HANDLED,STORED, TREATED, TRANSPORTED AND DISPOSED OF IN ACCORDANCEWITH THE REQUIREMENTS OF THE WORK HEALTH & SAFETY ACT 2011 ANDANY RELEVANT REQUIREMENTS OF THE WORK COVER AUTHORITY OFNSW.
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4003 3236482
N.T.S.
GENERAL NOTESISSUE FOR R/D REVIEW
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D P 1 1 1 9 5 8 3
100
BB
BB
BB
BB
BB
INDICATIVE LOCATION OFSTORMWATER SUMP(LOCATION TO SUITCONSTRUCTION PHASING.REFER NOTE 4
EX
ISTI
NG
DA
RC
Y R
OA
D
EXISTINGORAL HEALTH
BUILDING
EXISTING
PROPOSEDSTOCKPILESITE
OSD
PROPOSED DARCYROAD MULTI
STOREY CAR PARK
OSD
INSTITUTE ROAD EXT.EXISTING CAR PARK 7
CAR PARK 'B'(UNDER
CONSTRUCTION)
CAR PARK 'A'(UNDER
CONSTRUCTION)
THE
EXISTING COOLINGTOWERS
(UNDER
CONSTRUCT SITE ACCESSAND TEMPORARYCONSTRUCTION ENTRY / EXIT
INSTITUTE
NEW
RO
AD
CO
NSTR
UC
TION
)
ROAD
PROPOSED ATGRADE PARKING
5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4010 3236482
1:500
SOIL AND WATER MANAGEMENT PLANISSUE FOR R/D REVIEW
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Arup, Level 10, 201 Kent StSydney, NSW, 2000Tel +61(02)9320 9320 Fax +61(02)9320 9321www.arup.com.au
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm
NOTES1. FOR GENERAL LEGEND REFER TO DRAWING. No. MCS-ARP-CV-DG-4002.
2. FOR GENERAL NOTES REFER TO DRAWING No. MCS-ARP-CV-DG-4003.
3. FOR SOIL AND WATER MANAGEMENT DETAILS REFER TO DRAWING No.MCS-ARP-CV-DG-4011.
4. STORMWATER SUMP MIN SIZE 140m³DISCHARGE PUMP NOMINAL FLOW RATE 3l /secSIZING IS BASED ON STORAGE REQUIRED FOR A 3 MONTH ARI STORM EVENTUP TO 12 HOURS IN DURATION.RUNOFF COEFFICIENT = 1.00AREA = 4800m² (IE MULTI STOREY CAR PARK FOOTPRINT)INTENSITIES OBTAINED FROM BOM IFD DATA FOR WESTMEAD.
WARNINGSOILS ON THIS SITE ARE SUSPECTED TO CONTAIN ASBESTOS
MATERIALS. REFER CONTAMINATION CONSULTANTSREMEDIATION ACTION PLAN AND DOCUMENTATION FOR
HANDLING AND DISPOSAL PROCEDURES FOR ALL MATERIALSCONTAINING ASBESTOS.
EXISTING SURFACE CONTOURS.
LEGEND
SEDIMENT FENCE.REFER TO DRAWING No. MCS-ARP-CV-DG-4011.
FABRIC STOCKING KERB INLET SEDIMENT TRAPS.REFER TO DRAWING No. MCS-ARP-CV-DG-4011.
TEMPORARY CONSTRUCTION ENTRY / EXIT.REFER TO DRAWING No. MCS-ARP-CV-DG-4011.
APPROXIMATE PROJECT BOUNDARY
RISING MAIN
SANDBAGS
GEOTEXTILE FILTER FABRIC DROP INLET SEDIMENT TRAPREFER TO DRAWING No. MSC-ARP-CV-DG-4011.
TREES TO BE REMOVED
DIRECTION OF FALL
OVERLAND FLOW PATH
PROPOSED STORMWATER LINE
PROPOSED STORMWATER PIT
Geotextile Filter Fabric DropInlet Sediment Trap.
Temporary Construction ExitSediment Fence
Stakes
Stakes
Buried fabric
Drop inletwith grate.
Geotextilefilter fabric.
Filteredwater.
Runoff waterwith sediment.
Geotextilefilter fabric.
0.2m
Wire or steel mesh.
Disturbed area.
0.2mUndisturbed area
Detail of overlap.
3m max.
Geotextile filter
fabric.
Posts driven0.6m intoground.
Existing roadway
Construction siteMin length 15m
0.2m
150mmBlue metal
Runoff from paddirected to sediment trap.
Geotextilefabric.
Berm (0.3mmin. high)
Fabric StockingKerb Inlet Sediment Trap.
Gravel filled fabricsilt bag (sausage)2.4m minimum length
Runoff
1.0m
Minimum 0.40 wide turf stripor as otherwise specified. Return 0.40 wide turf
strip every 10.0m toprevent scour
Drainage area 0.6ha. max. Slope gradient 1:2 max.Slope length 60m max.
Direction offlow
0.6mmax
Min width 3m
3 x Hardwood slats or metalgrid 100mm high & 200mm apartthen 2.0m spacings
Weighted base.
Sump Pump (3L/s min)
Wire mesh
Wrapped Geotextile fabric - A14
Stormwater Sump and Outlet - NTS
Riser pipe open at topfitted with trash rack.
SumpMin. size = 140m³
Discharged stormwater to Council /Private stormwater drainagesystem (Subject to water qualitytesting)
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4011 3236482
AS SHOWN
SOIL AND WATER MANAGEMENT DETAILS
ISSUE FOR R/D REVIEW
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BB
EXISTING CAR PARK 4
PROPOSED DARCY ROAD MULTISTOREY CAR PARK
CARPARK B(UNDER
CONSTRUCTION)
EXISTING
ROAD
INSTITUTE
XX
XX
XX
XX
XX
XX
XX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
EX
ISTI
NG
DA
RC
Y R
OA
D
EXISTING VEHICULARCROSSOVER TO BE SAWCUTAND REMOVED
LIAISE WITH SYDNEY WATERTO DETERMINE IFPROTECTION METHODS AREREQUIRED TO EXISTINGSEWER
EXISTING SERVICES TO BEPROTECTED OR LOCALLYLOWERED. DETAILS TO BECONFIRMED WITHAUTHORITIES
EXISTING SERVICES TO BEPROTECTED OR LOCALLYLOWERED. DETAILS TO BECONFIRMED WITHAUTHORITIES
EXISTING LIGHT POLETO BE RELOCATED
X X X X X X X XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
EXISTING PIT TO BEMODIFIED /RECONSTRUCTED TOSUIT PROPOSED KERBALIGNMENT
EXISTING PAVEMENTTO BE SAW CUT 300mmOFF LIP OF GUTTERK&G TO BE REMOVED
EXISTING PAVEMENTTO BE SAW CUT 300mmOFF LIP OF GUTTERK&G TO BE REMOVED
EXISTING PAVEMENTTO BE SAW CUT 300mmOFF LIP OF GUTTERK&G TO BE REMOVED
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4100 3236482
1:200
DEMOLITIONPLANSHEET 1 OF 4
ISSUE FOR R/D REVIEW
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NOTES1. FOR GENERAL LEGEND REFER TO DRAWING. NO. MSC-ARP-CV-DG-4002.
2. FOR GENERAL NOTES REFER TO DRAWING NO. MSC-ARP-CV-DG-4003.
3. SERVICES SHOWN ON PLANS HAVE BEEN OBTAINED FROM ARCHIVE RECORDSAND SURVEY. SERVICES ARE INDICATIVE ONLY AND MAY VARY IN THE FIELD.
4. EXISTING SERVICES INFORMATION WILL BE SUPPLIED TO CONTRACTORS FORINFORMATION.
5. ALL PIPE WORK AND CONCRETE TO BE REMOVED TO BE RECYCLED ANDDISPOSED OF OFFSITE IF NOT RE-USEABLE.
6. ALL TRENCHES EXCAVATED TO REMOVE PIPES TO BE BACKFILLED ANDCOMPACTED .
LEGEND -EXISTINGSTORMWATER TO BE REMOVED ORABANDONED
EXISTING SEWERAGE
EXISTING DRAINAGE
EXISTING WATER FIRE
EXISTING POWER CABLE
EXISTING WATER
EXISTING GAS LINE
EXISTING HOT WATER
EXISTING TELSTRA CABLE
EXISTING OPTIC FIBRE CABLE
EXISTING TELECOMMUNICATIONCABLE
EXISTING OPTUS CABLE
EXISTING OXYGEN
TREES TO BE REMOVED
EXISTING PAVEMENT AND KERBSTO BE REMOVED
X X X
FOR CONTINUATION REFER DRG No.MSC-ARP-CV-DG-4101
FOR
CO
NTI
NU
ATI
ON
REFE
R DR
G No.
MSC
-ARP
-CV-
DG-4
102
SEE INSET
SEE INSET
0 20 m1:200
4 3 2 1
4 8 12 16
SHEET INDEX
1 OF 4
2 OF 43 OF 4
4 OF 4
Date 1/03/16 Issue 1.0 160301_MSCP_Response to Submissions
Multi Storey Car Park Page 27 of 39
Appendix D Civil drawings
Prepared by ARUP
January 2016
FINAL PAVEMENT DESIGN TO BE VERIFIED BY CBRTESTING AND SUBJECT TO APPROVAL BYTHE SUPERINTENDENT
NOTE:
PAVEMENT DETAILS
1. 50mm AC142. 200mm BASE COURSE DGB20 TO RMS SPECIFICATION 30513. 300mm SELECT SUB-GRADE WITH CBR ≥ 20% MINIMUM PREPARED AS PER S11.1 OF THE DOUGLAS PARTNER'S REPORT4. GEOFABRIC5. UNTREATED SUBGRADE
CAR PARK ENTRY/EXIT
DUE TO NO LOCATION SPECIFIC GEOTECHNICALINFORMATION THE PAVEMENT DESIGN IS ASSUMED SIMILAR
TO THAT SHOWN IN WITH DOUGLAS PARTNERS PTY LTDREPORT ON GEOTECHNICAL INVESTIGATION
PROJECT 73960.01 DATED MAY 2015 REV 1
MU
LTI S
TOR
EY
CA
R P
AR
K
INS
TITU
TE R
OA
D
PR
OP
OS
ED
LOW
ER
GR
OU
ND
EX
IT
MU
LTI S
TOR
EY
CA
R P
AR
K
PR
OP
OS
ED
LO
WE
RG
RO
UN
D E
XIT
EX
ISTI
NG
DA
RC
Y R
OA
D
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
CARPARK ENTRY ROAD (MC03)
IP 1
7.89
4
IP 1
7.75
5
-3% -1.25% 1.899%
0.00
018
.320
18.0
15
4.04
818
.179
17.8
94
4.41
518
.187
17.8
89
7.93
018
.395
17.8
45
15.0
0018
.701
17.7
57
23.0
4018
.226
17.6
56
23.4
9018
.140
17.6
16
23.9
4018
.053
17.6
56
29.1
6417
.755
29.5
59CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
IL16
.110
DN
300
SE
WE
R
DATUM RL 14
17.7
55
17.7
46
MU
LTI S
TOR
EY
CA
R P
AR
K
INS
TITU
TE R
OA
D
FIRE BRIGADE ACCESS (MC02)LONGITUDINAL SECTION
HORIZONTAL SCALE 1:200VERTICAL SCALE 1:50
IP 1
8.38
9
IP 1
8.38
8
IP 1
8.06
3
IP 1
7.98
2
IP 1
7.95
3
6.216% -5% -0.5% -0.959% -1.9
34%
0.00
018
.129
2.93
218
.043
18.0
43
3.11
518
.030
18.0
27
3.38
318
.013
18.1
52
3.53
318
.165
18.1
52
7.33
318
.389
18.3
89
8.92
118
.388
18.3
88
15.0
0018
.240
18.0
84
15.4
3018
.239
18.0
63
30.0
0018
.255
17.9
90
31.6
1218
.215
17.9
82
34.6
6218
.237
17.9
53
35.1
1118
.248
17.9
44
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM RL 15
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
CARPARK EXIT ROAD (MC00)
IP 1
7.90
2
IP 1
7.69
7
-2.5% -0.45% 1.783%
0.00
018
.295
18.0
15
0.50
018
.280
18.0
02
4.53
618
.263
17.9
02
9.92
518
.380
17.8
77
15.0
0018
.273
17.8
55
30.0
0018
.357
17.7
87
41.1
3218
.351
17.7
37
45.0
0018
.460
17.7
20
56.3
4918
.718
17.6
68
60.0
0019
.049
17.6
52
70.6
5318
.252
17.6
04
71.1
0318
.158
17.5
64
71.5
5318
.063
17.6
04
75.0
0017
.666
76.7
7117
.697
77.1
73CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
IL16
.197
DN
300
SE
WE
R
DATUM RL 14
17.6
66
17.6
97
17.6
88
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
CARPARK EXIT ROAD (MC01)
IP 1
7.93
8
IP 1
7.81
8
IP 1
7.78
6
-2.5% -0.45% -1.041% -0.45%
4m VC
0.00
018
.295
18.0
15
1.09
718
.262
17.9
88
3.09
718
.235
17.9
48
3.40
018
.233
17.9
44
5.09
718
.243
17.9
29
11.2
5418
.367
17.9
01
15.0
0018
.335
17.8
84
29.6
9218
.290
17.8
18
30.0
0018
.292
17.8
15
30.0
2418
.293
17.8
14
32.7
8018
.354
17.7
86
42.8
0118
.350
17.7
41
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM RL 15
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm
0 1 3 4 5 m
1 0.51:50
2
5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4210 3236482
1:200
ROADWORKS CAR PARK ENTRY/EXITLONGITUDINAL SECTIONSSHEET 1 OF 2
ISSUE FOR R/D REVIEW
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0 20 m1:200
4 3 2 1
4 8 12 16
FINAL PAVEMENT DESIGN TO BE VERIFIED BY CBRTESTING AND SUBJECT TO APPROVAL BYTHE SUPERINTENDENT
NOTE:
PAVEMENT DETAILS
1. 50mm AC142. 200mm BASE COURSE DGB20 TO RMS SPECIFICATION 30513. 300mm SELECT SUB-GRADE WITH CBR ≥ 20% MINIMUM PREPARED AS PER S11.1 OF THE DOUGLAS PARTNER'S REPORT4. GEOFABRIC5. UNTREATED SUBGRADE
CAR PARK ENTRY
DUE TO NO LOCATION SPECIFIC GEOTECHNICALINFORMATION THE PAVEMENT DESIGN IS ASSUMED SIMILAR
TO THAT SHOWN IN WITH DOUGLAS PARTNERS PTY LTDREPORT ON GEOTECHNICAL INVESTIGATION
PROJECT 73960.01 DATED MAY 2015 REV 1
MU
LTI S
TOR
EY
CA
R P
AR
K
EX
ISTI
NG
OR
AL
DE
NTA
LB
UIL
DIN
G E
NTR
Y
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
CARPARK ENTRY ROAD (MC11)
IP 2
0.75
5
IP 2
1.07
4
IP 2
1.2
L.P
.
-1.5% 2.546% 1% 0%
10m VC 15m VC
0.00
020
.739
20.8
44
0.93
920
.770
20.8
30
3.02
620
.829
20.8
08
4.64
620
.740
20.8
02
5.93
920
.824
20.8
06
10.9
3920
.764
20.8
83
15.0
0020
.695
20.9
77
17.3
2620
.590
21.0
24
18.4
3920
.546
21.0
45
18.8
4020
.533
21.0
52
25.9
3920
.044
21.1
49
30.0
0019
.738
21.1
89
31.0
8819
.741
21.2
00
31.8
7319
.644
21.2
00
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM RL 17
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
CARPARK ENTRY ROAD (MC10)
IP 2
1.02
3
IP 2
0.77
6
IP 2
1.2
H.P
.
L.P
.
-3.267% -1% 3% 0%
6m VC 10m VC 10m VC
0.00
021
.339
3.11
921
.237
6.65
421
.122
21.1
21
9.65
421
.023
21.0
40
11.1
1820
.978
21.0
13
12.6
5420
.937
20.9
93
15.0
0020
.876
20.9
70
29.3
5420
.802
20.8
26
30.0
0020
.825
20.8
21
31.8
5420
.783
20.8
14
34.3
5420
.924
20.8
26
39.3
5420
.811
20.9
26
43.4
7420
.825
21.0
50
45.0
0020
.774
21.0
92
48.4
7420
.662
21.1
63
53.4
7420
.128
21.2
00
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM RL 18
MU
LTI S
TOR
EY
CA
R P
AR
K
CA
R P
AR
K E
NTR
Y R
OA
D (M
C10
)C
H.
27.5
64
CA
R P
AR
K E
NTR
Y R
OA
D (M
C11
)C
H.
0.00
0
27.5
6420
.739
20.8
44
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm
0 1 3 4 5 m
1 0.51:50
2
5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4211 3236482
1:200
ROADWORKS CAR PARK ENTRY/EXITLONGITUDINAL SECTIONSSHEET 2 OF 2
ISSUE FOR R/D REVIEW
KJS
ISSUE FOR TENDERISSUE FOR TENDER
123
ADCADCADC
KJSKJSKJS
18/11/201526/11/201515/01/2016
0 20 m1:200
4 3 2 1
4 8 12 16
FINAL PAVEMENT DESIGN TO BE VERIFIED BY CBRTESTING AND SUBJECT TO APPROVAL BYTHE SUPERINTENDENT
NOTE:
PAVEMENT DETAILS
1. 50mm AC142. 200mm BASE COURSE DGB20 TO RMS SPECIFICATION 30513. 300mm SELECT SUB-GRADE WITH CBR ≥ 20% MINIMUM PREPARED AS PER S11.1 OF THE DOUGLAS PARTNER'S REPORT4. GEOFABRIC5. UNTREATED SUBGRADE
MORTUARY ROAD
DUE TO NO LOCATION SPECIFIC GEOTECHNICALINFORMATION THE PAVEMENT DESIGN IS ASSUMED SIMILAR
TO THAT SHOWN IN WITH DOUGLAS PARTNERS PTY LTDREPORT ON GEOTECHNICAL INVESTIGATION
PROJECT 73960.01 DATED MAY 2015 REV 1
IP 1
8.66
9
IP 1
7.55
6IP
17.
53
IP 1
7.63
2
-2% -5% -4.5% 1.964%
20m VC
0.00
019
.763
19.7
63
15.0
0019
.523
19.4
63
30.0
0019
.173
19.1
63
42.5
3919
.151
18.9
12
44.6
9419
.032
18.8
69
45.0
0019
.016
18.8
63
54.6
9418
.532
18.5
94
60.0
0018
.216
18.3
87
64.6
9418
.110
18.1
69
67.2
0918
.075
18.0
43
75.0
0017
.819
17.6
54
76.9
6617
.731
17.5
56
77.2
7717
.718
17.5
42
77.5
2517
.707
17.5
30
77.9
7517
.687
17.4
90
78.4
2417
.667
17.5
30
83.5
8417
.632
17.6
32
83.9
9817
.626
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
IL15
.639
DN
300
SE
WE
R
DATUM RL 13
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
MORTUARY ROAD (MC20)
INS
TITU
TE R
OA
D
EX
ISTI
NG
RO
AD
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm
0 1 3 4 5 m
1 0.51:50
2
5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4212 3236482
1:200
ROADWORKS MORTUARY ROADLONGITUDINAL SECTIONS
ISSUE FOR R/D REVIEW
KJS
ISSUE FOR TENDERISSUE FOR TENDER
123
ADCADCADC
KJSKJSKJS
18/11/201526/11/201515/01/2016
0 20 m1:200
4 3 2 1
4 8 12 16
0.525% 0.427% 0.516% 0.65% 0.783% 0.835% 0.702% 0.628% 0.646% 0.611% 0.645% 0.644% 0.605% 0.516% 0.183%
0.00
017
.066
10.0
0017
.119
15.0
0017
.138
20.0
0017
.162
30.0
0017
.213
40.0
0017
.278
45.0
0017
.316
49.9
2317
.356
50.0
0017
.357
60.0
0017
.427
70.0
0017
.490
75.0
0017
.522
80.0
0017
.554
90.0
0017
.615
100.
000
17.6
80
105.
000
17.7
12
110.
000
17.7
44
120.
000
17.8
05
130.
000
17.8
56
135.
000
17.8
82
140.
000
17.8
75
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM RL 15
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
INSTITUTE ROAD (MC50)
-0.541% -0.547% -0.569% -0.594% -0.653% -0.911% -0.908% -0.687% -0.749% -1.869%
140.
000
17.8
75
150.
000
17.8
21
160.
000
17.7
66
165.
000
17.7
36
170.
000
17.7
09
180.
000
17.6
50
190.
000
17.5
84
195.
000
17.5
39
207.
562
17.4
24
210.
000
17.4
02
216.
847
17.3
55
220.
012
17.3
31
225.
000
17.2
94
240.
000
17.1
82
255.
000
17.0
69
259.
911
17.0
33
269.
911
16.9
30
270.
000
16.9
29
279.
911
16.7
71
280.
000
16.7
69
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
IL15
.628
DN
300
SE
WE
R
DATUM RL 13
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
INSTITUTE ROAD (MC50)
FINAL PAVEMENT DESIGN TO BE VERIFIED BY CBRTESTING AND SUBJECT TO APPROVAL BYTHE SUPERINTENDENT
NOTE:
PAVEMENT DETAILS
1. 50mm AC142. 200mm BASE COURSE DGB20 TO RMS SPECIFICATION 30513. 300mm SELECT SUB-GRADE WITH CBR ≥ 20% MINIMUM PREPARED AS PER S11.1 OF THE DOUGLAS PARTNER'S REPORT4. GEOFABRIC5. UNTREATED SUBGRADE
INSTITUTE ROAD
DUE TO NO LOCATION SPECIFIC GEOTECHNICALINFORMATION THE PAVEMENT DESIGN IS ASSUMED SIMILAR
TO THAT SHOWN IN WITH DOUGLAS PARTNERS PTY LTDREPORT ON GEOTECHNICAL INVESTIGATION
PROJECT 73960.01 DATED MAY 2015 REV 1
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm
0 1 3 4 5 m
1 0.51:50
2
5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4213 3236482
1:200
ROADWORKS INSTITUTE ROADLONGITUDINAL SECTIONSSHEET 1 OF 2
ISSUE FOR R/D REVIEW
KJS
ISSUE FOR TENDERISSUE FOR TENDER
123
ADCADCADC
KJSKJSKJS
18/11/201526/11/201515/01/2016
0 20 m1:200
4 3 2 1
4 8 12 16
IP 1
7.12
7
-1.869% 0.8% 3.041%
280.
000
285.
000
287.
320
290.
527
295.
527
297.
530
300.
000
300.
527
315.
000
16.5
9716
.635
325.
957
16.5
6416
.722
330.
000
16.5
7116
.755
345.
000
16.8
4816
.875
360.
000
17.2
1516
.995
375.
000
16.6
4917
.115
376.
495
16.7
8617
.127
380.
969
17.0
1117
.263
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
IL14
.732
DN
300
SW
C S
EW
ER
IL13
.074
DN
900
SW
D
DATUM RL 11
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
308.
273
16.5
6916
.569
16.7
69
16.6
76
16.6
32
16.5
72
16.5
12
16.5
07
16.5
15
16.5
19
INSTITUTE ROAD (MC50)
FINAL PAVEMENT DESIGN TO BE VERIFIED BY CBRTESTING AND SUBJECT TO APPROVAL BYTHE SUPERINTENDENT
NOTE:
PAVEMENT DETAILS
1. 50mm AC142. 200mm BASE COURSE DGB20 TO RMS SPECIFICATION 30513. 300mm SELECT SUB-GRADE WITH CBR ≥ 20% MINIMUM PREPARED AS PER S11.1 OF THE DOUGLAS PARTNER'S REPORT4. GEOFABRIC5. UNTREATED SUBGRADE
INSTITUTE ROAD
DUE TO NO LOCATION SPECIFIC GEOTECHNICALINFORMATION THE PAVEMENT DESIGN IS ASSUMED SIMILAR
TO THAT SHOWN IN WITH DOUGLAS PARTNERS PTY LTDREPORT ON GEOTECHNICAL INVESTIGATION
PROJECT 73960.01 DATED MAY 2015 REV 1
THE
NE
W R
OA
D
TIE-IN TO BE CONFIRMEDWITH AW EDWARDSFINAL DESIGN
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm
0 1 3 4 5 m
1 0.51:50
2
5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4214 3236482
1:200
ROADWORKS INSTITUTE ROADLONGITUDINAL SECTIONSSHEET 2 OF 2
ISSUE FOR R/D REVIEW
KJS
ISSUE FOR TENDERISSUE FOR TENDER
123
ADCADCADC
KJSKJSKJS
18/11/201526/11/201515/01/2016
0 20 m1:200
4 3 2 1
4 8 12 16
FINAL PAVEMENT DESIGN TO BE VERIFIED BY CBRTESTING AND SUBJECT TO APPROVAL BYTHE SUPERINTENDENT
NOTE:
PAVEMENT DETAILS
1. 50mm AC142. 200mm BASE COURSE DGB20 TO RMS SPECIFICATION 30513. 300mm SELECT SUB-GRADE WITH CBR ≥ 20% MINIMUM PREPARED AS PER S11.1 OF THE DOUGLAS PARTNER'S REPORT4. GEOFABRIC5. UNTREATED SUBGRADE
AT-GRADE CAR PARK
DUE TO NO LOCATION SPECIFIC GEOTECHNICALINFORMATION THE PAVEMENT DESIGN IS ASSUMED SIMILAR
TO THAT SHOWN IN WITH DOUGLAS PARTNERS PTY LTDREPORT ON GEOTECHNICAL INVESTIGATION
PROJECT 73960.01 DATED MAY 2015 REV 1
AT-GRADE CARPARK (MK21)LONGITUDINAL SECTION
HORIZONTAL SCALE 1:200VERTICAL SCALE 1:50
IP 1
7.22
1
IP 1
7.27
2
IP 1
7.53
IP 1
7.41
8
IP 1
8.92
2
IP 1
8.97
4
IP 1
9.04
3
IP 1
8.99
1
IP 1
9.18
2
IP 1
9.07
7
4% 3% -1% 3.5% 1% 3% -1% 1% -1.267%
0.00
017
.158
17.1
53
1.25
517
.365
17.2
21
1.57
217
.389
17.2
34
2.52
117
.482
17.2
72
4.71
117
.907
17.3
37
5.78
818
.022
17.3
70
11.1
2817
.386
17.5
30
15.0
0017
.993
17.4
91
22.3
2818
.401
17.4
18
22.3
6018
.402
17.4
18
30.0
0018
.699
17.6
85
30.0
5818
.704
17.6
87
31.0
4618
.765
17.7
22
32.0
3418
.825
17.7
56
45.0
0019
.213
18.2
10
60.0
0019
.394
18.7
35
65.3
3419
.578
18.9
22
65.3
3519
.578
18.9
22
69.7
3419
.089
18.9
66
70.5
1919
.088
18.9
74
71.3
0519
.095
18.9
97
72.0
5519
.103
19.0
20
72.8
4119
.111
19.0
43
73.6
2619
.118
19.0
35
75.0
0019
.118
19.0
22
78.0
2619
.266
18.9
91
78.0
2919
.266
18.9
91
88.5
2619
.453
19.0
96
90.0
0019
.388
19.1
11
95.5
7619
.180
19.1
67
97.1
1219
.181
19.1
82
97.1
4719
.181
19.1
82
101.
497
19.2
2319
.127
104.
507
19.2
9919
.089
105.
000
19.3
7219
.082
105.
400
19.4
0919
.077
106.
388
19.3
8019
.054
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL (NKL)
IL13
.679
DN
900
SW
D
IL13
.685
DN
900
SW
D
DATUM RL 11
IP 1
8.97
1
IP 1
9.00
6
IP 1
9.13
IP 1
7.47
6
IP 1
7.64
3
IP 1
7.28
1
IP 1
7.23
2
IP 1
7.22
6
0.763% 2.2% -2.2% 3% -4%
0.00
019
.177
18.8
94
1.91
619
.186
18.9
71
6.24
719
.221
19.0
04
6.53
119
.219
19.0
06
11.9
3119
.145
19.1
25
12.1
6719
.142
19.1
30
12.4
0219
.142
19.1
25
15.0
0019
.164
19.0
68
17.8
0219
.218
19.0
07
28.4
5219
.048
18.7
72
30.0
0019
.042
18.7
38
33.5
0219
.057
18.6
61
35.0
7318
.936
18.6
27
39.4
7318
.442
18.5
30
45.0
0018
.374
18.4
08
60.0
0018
.598
18.0
78
63.6
2218
.378
17.9
98
66.1
9218
.108
17.9
42
75.0
0017
.613
17.7
48
87.3
7417
.504
17.4
76
87.3
7517
.504
17.4
76
90.0
0017
.912
17.5
55
91.8
0418
.205
17.6
09
92.9
3118
.344
17.6
43
93.5
7018
.347
17.6
17
95.1
4118
.274
17.5
54
96.3
2118
.135
17.5
07
96.5
7718
.093
17.4
97
101.
980
17.4
2517
.281
103.
597
17.3
8917
.232
105.
000
17.2
4217
.227
105.
057
17.2
4117
.227
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL (NKL)
DATUM RL 15
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
AT-GRADE CARPARK (MK20)
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm
0 1 3 4 5 m
1 0.51:50
2
5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4215 3236482
1:200
ROADWORKS AT-GRADE CA RPARKLONGITUDINAL SECTIONS
ISSUE FOR R/D REVIEW
KJS
ISSUE FOR TENDERISSUE FOR TENDER
123
ADCADCADC
KJSKJSKJS
18/11/201526/11/201515/01/2016
0 20 m1:200
4 3 2 1
4 8 12 16
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
PEDESTRIAN LINK (MK30)
IP 1
8.96
8
IP 1
8.37
5
4.072% -4.04% -2.5%
0.00
019
.083
18.8
68
2.45
619
.331
18.9
68
15.0
0019
.525
18.4
61
17.1
2919
.555
18.3
75
20.1
2919
.635
18.3
00
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM RL 16
MO
RTU
AR
Y R
OA
D
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm
0 1 3 4 5 m
1 0.51:50
2
5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4216 3236482
1:200
ROADWORKS PEDESTRIAN LINKLONGITUDINAL SECTIONS
ISSUE FOR R/D REVIEW
KJS
ISSUE FOR TENDERISSUE FOR TENDER
123
ADCADCADC
KJSKJSKJS
18/11/201526/11/201515/01/2016
0 20 m1:200
4 3 2 1
4 8 12 16
CAR PARK EXIT ROAD (MC00)
2% 2% VARIES
-5.4
000.
236
-5.2
500.
086
-1.9
000.
019
-1.4
50-0
.021
-1.3
000.
129
-0.6
000.
110
-0.4
50-0
.040
0.00
00.
000
3.35
00.
067
3.50
00.
217
2.5% 2% VARIES
-3.7
500.
189
-0.6
000.
110
-0.4
50-0
.040
0.00
00.
000
4.05
00.
081
4.20
00.
231
OFFSETS
LEVELSRELATIVELEVELS
TYPICAL SECTION
CAR PARK EXIT ROAD (MC00)TYPICAL SECTION
CARRIAGEWAYMEDIAN
300mm300mm300mm
CARRIAGEWAY
VARIES NO
MIN
AL
KE
RB
LIN
EK
ER
B A
ND
GU
TTE
R
NO
MIN
AL
KE
RB
LIN
EK
ER
B O
NLY
MC
00
MC
01N
OM
INA
L K
ER
B L
INE
KE
RB
AN
D G
UTT
ER
NO
MIN
AL
KE
RB
LIN
EK
ER
B O
NLY
1m WIDE 3.8m WIDE3.8m WIDE
CARRIAGEWAY300mm300mm
NO
MIN
AL
KE
RB
LIN
EK
ER
B A
ND
GU
TTE
R
NO
MIN
AL
KE
RB
LIN
EK
ER
B O
NLY
MC
00
4.5m WIDE
300mm
NO
MIN
AL
KE
RB
LIN
EK
ER
B A
ND
GU
TTE
RM
C03
MEDIAN2m WIDE
FOOTPATH3.3m WIDE
CO
NC
RE
TEFO
OTP
ATH
6.05
0V
AR
IES
2%
3.15
00.
059
3.00
0-0
.091
2.55
0-0
.051
3.00
00.
060
3.15
00.
210
CAR PARK EXIT ROAD (MC03)
CARRIAGEWAY
300mm300mmN
OM
INA
L K
ER
B L
INE
KE
RB
AN
D G
UTT
ER
NO
MIN
AL
KE
RB
LIN
EK
ER
B O
NLY
MC
03
6m WIDEMEDIAN2m WIDE
VARIES
5.00
0V
AR
IES
4.85
0V
AR
IES
300mm
NO
MIN
AL
KE
RB
LIN
EK
ER
B O
NLY
TYPICAL SECTION
CAR PARK ENTRY (MC10)
4% -3% 3% 2.5%
4.60
00.
050
-3.7
500.
015
-3.6
00-0
.135
-3.1
50-0
.095
0.00
00.
000
3.15
00.
095
3.30
00.
245
4.65
00.
278
TYPICAL SECTION
1:31:3
CARRIAGEWAY FOOTPATH1.5m WIDE
VERGE
CE
NTR
E L
INE
NO
MIN
AL
KE
RB
LIN
E
NO
MIN
AL
KE
RB
LIN
E
KE
RB
AN
D G
UTT
ER
KE
RB
ON
LY
300mm 300mm
CO
NC
RE
TEFO
OTP
ATH
6.75m WIDE
2% VARIES
-3.2
000.
211
-3.0
500.
061
0.00
00.
000
0.45
0-0
.040
0.60
00.
110
VARIES
300mm 300mm
NO
MIN
AL
KE
RB
LIN
EK
ER
B O
NLY
NO
MIN
AL
KE
RB
LIN
EK
ER
B A
ND
GU
TTE
R
CARRIAGEWAY3.5m WIDE
MORTUARY ROAD (MC20)
MC
20
TYPICAL SECTION
OFFSETS
LEVELSRELATIVELEVELS
OFFSETS
LEVELSRELATIVELEVELS
OFFSETS
LEVELSRELATIVELEVELS
OFFSETS
LEVELSRELATIVELEVELS
0.00
00.
000
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4217 3236482
1:100
ROADWORKS TYPICAL PAVEMENTCROSS SECTIONS
ISSUE FOR R/D REVIEW
KJS
ISSUE FOR TENDERISSUE FOR TENDER
123
ADCADCADC
KJSKJSKJS
18/11/201526/11/201515/01/2016
Arup, Level 10, 201 Kent StSydney, NSW, 2000Tel +61(02)9320 9320 Fax +61(02)9320 9321www.arup.com.au
0 2 6 8 10 m
2 11:100
4
0%
0.00
018
.577
18.1
00
4.61
018
.822
18.9
2218
.100
10.9
3018
.584
18.6
8318
.100
15.0
0018
.684
18.5
3318
.100
15.5
4018
.578
18.1
00
CHAINAGE
EXISTINGLEVEL
TOP OFWALL
BOTTOMOF WALL
DATUM RL 16
18.1
81
18.3
62
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
RETAINING WALL No.2 (MW00)
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
RETAINING WALL No.1 (MW10)
IP 2
0.24
1
IP 1
9.69
1
-3.2% -3% -3.242%
0.00
020
.375
20.3
68
3.95
920
.265
20.7
0120
.241
15.0
0019
.922
20.9
4719
.910
22.2
9719
.704
20.6
2719
.691
26.2
3519
.573
19.5
63
CHAINAGE
EXISTINGLEVEL
TOP OFWALL
BOTTOMOF WALL
DATUM RL 17
20.5
75
19.7
74
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm
0 1 3 4 5 m
1 0.51:50
2
5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4251 3236482
1:200
RETAINING WALLLONGITUDINAL SECTIONS
ISSUE FOR R/D REVIEW
MBK
ISSUE FOR TENDERISSUE FOR TENDER
123
ADCADCADC
MBKMBKMBK
18/11/201526/11/201515/01/2016
Arup, Level 10, 201 Kent StSydney, NSW, 2000Tel +61(02)9320 9320 Fax +61(02)9320 9321www.arup.com.au
0 20 m1:200
4 3 2 1
4 8 12 16
20mm EXPANSION JOINT
CAPPING STONE
MINIMUM 50mm CONCRETEBLINDING
20mm STAINLESS STEEL ROUNDBARS (GRADE 316) AT 400 CTRS.
20mm STAINLESS STEELROUND BARS (GRADE 316)AT 400 CTRS. GREASE ANDCAP ONE END. 600 LONGDOWEL GRADE 316 TOAS/NZS 3676
300mm x 6mm FIBRECEMENT SHEET
MASTIC SEALANT
REFER TO NOTE No.8 FORGEOTEXTILE DETAILS
Ø100 SLOTTED PIPEWITH SOCK
NOMINAL Ø10 HARD STONEAGGREGATE
BASE DIMENSIONSWALL
HEIGHT H(mm)
5 kPa SURCHARGE,NO SLOPE
800 800
1000 900
1200 1000
1400 1100
1600 1200
1800 1400
2000 1600
2200 1800
2400 2000
2600 2100
2800 2200
3000 2400
2300 2600
2400 2800
REINFORCEMENT DETAILS
TOTAL WALLHEIGHT H (mm)
HEIGHT (mm) IN BARS140-mmBLOCKS
190-mmBLOCKS
290-mmBLOCKS X AND V K
800 800 - - N12 @ 400 -
1000 1000 - - N12 @ 400 -
1200 1200 - - N12 @ 400 -
1400 - 1400 - N16 @ 400 -
1600 - 1600 - N16 @ 400 -
1800 - 1800 - N16 @ 400 -
2000 - 2000 - N20 @ 400 -
2200 - 1400 800 N16 @ 400 N16 @ 400
2400 - 1600 800 N16 @ 400 N16 @ 400
2600 - 1600 1000 N20 @ 400 N20 @ 400
2800 - 1800 1000 N16 @ 200 N16 @ 200
3000 - 2000 1000 N16 @ 200 N16 @ 200
3200 - 2000 1200 N20 @ 200 N20 @ 200
3400 - 2000 1400 N20 @ 200 N20 @ 200
CAPPING STONE
N12 @ 400
X BARS
V BARS
N12 @ 400
DN100 AG LINE
N16 @ 400
X BARS
V BARS
N12 @ 400
DN100 AG LINE
SELECT GRANULARBACKFILL
SELECT GRANULARBACKFILL
N16 @ 400
X BARS
V BARS
V BARS
DN100 AG LINE
SELECT GRANULARBACKFILL
N12 @ 400
LEGENDBOTTOM OF WALLTOP OF WALLFINISHED SURFACE LEVEL
BWTWFSL
MASONRY
CORE FILLING
M1. MASONRY TO BE IN ACCORDANCE WITH AS 3700
M2. MASONRY UNITS TO HAVE CHARACTERISTIC UNCONFINED COMPRESSIVESTRENGTH F' UC = 15 MPa.
M3. MORTAR TO MASONRY TO BE C1 : L1 : S6 GENERALLY. LIME CANNOT BESUBSTITUTED BY CHEMICAL PLASTICISERS.
M4. EXPANSION JOINTS 10mm WIDE ARE TO BE INCLUDED IN UNBROKEN RUNS OFWALLS NOT EXCEEDING 10 METRES LONG. U.N.O.
M5. NO HORIZONTAL NOR DIAGONAL CHASING OF WALLS WILL BE ALLOWED.MAXIMUM DEPTH OF VERTICAL CHASING IN CORE FILLED BLOCKWORK ONLYTO BE 20mm. CHASING OF LOAD BEARING MASONRY SHALL ONLY BEPERMITTED WHERE SHOWN ON THE STRUCTURAL ENGINEERING DRAWINGS.
M6. MORTAR TO ALL RETAINING WALLS AND LOAD BEARING MASONRY BELOWGROUND OR FLOOR LEVEL TO BE C1 : L0.5 : S4.5.
1. GROUT FOR CORE FILLING, WHERE REQUIRED, SHALL HAVE A NOMINALCOMPOSITION OF C1 : S3 : A2 (10mm COARSE AGGREGATE). THE GROUTSHALL HAVE A SLUMP OF 230mm AND COMPRESSIVE STRENGTH F'C = 15 MPa.MINIMUM.
2. WALLS TO BE FULL HEIGHT BEFORE GROUTING CORES.
3. CLEANOUT OPENINGS TO BE PROVIDED AT BOTTOM COURSE IN ALL CORES.
4. BEFORE PLACING VERTICAL REINFORCEMENT, IF ANY, CORES ARE TO BECLEANED OF ALL MORTAR FINS AND DROPPINGS THROUGH CLEANOUTOPENINGS WHICH ARE NOT BE CLOSED UNTIL INSPECTED BY A REGISTEREDENGINEER.
5. GROUT TO BE RODDED TO ENSURE FILLING OF CORES.
6. MAXIMUM CONTINUOUS POUR HEIGHT OF GROUT TO BE 3600mm.
GENERAL NOTES
A) HORIZONTAL BARS WITH >300mm OF CONCRETE CAST BELOW THE BAR:
B) OTHER BARS:
400
300
500
400 500
600
BAR SIZE: N12 N16 N20
MATERIALTYPE ELONGATION GRAB
STRENGTH TEAR G RATING
NON WOVENMATERIAL ≤30% 400N 20001100N
HL
HEIGHTLENGTH
1. RETAINING WALL FOOTINGS SHALL BEAR ON NATIVE SOIL OR ENGINEERED FILL.WHERE NON-ENGINEERED FILL MATERIALS ARE ENCOUNTERED AT THE BOTTOMOF FOOTING EXCAVATIONS, THE EXCAVATIONS SHOULD BE DEEPENED INTOTHE UNDERLYING NATIVE MATERIALS AND BACKFILLED WITH ENGINEERED FILL.THE FOUNDING MATERIAL SHALL BE PREPARED AND COMPACTED IN ORDER TOACHIEVE A MINIMUM BEARING CAPACITY OF 150kPa. THE FOUNDATION SHOULDBE INSPECTED BY A GEOTECHNICAL ENGINEER FOR APPROVAL PRIOR TOCONSTRUCTION OF THE CONCRETE FOOTING.
2. CONCRETE EXPOSURE CLASSIFICATION: U. MINIMUM 28 DAY COMPRESSIVESTRENGTH OF ALL CONCRETE SHALL BE 40MPa.
3. CLEAR COVER TO REINFORCEMENT NEAREST TO THE CONCRETE SURFACE INFOOTINGS SHALL BE 75mm.
4. LAPS NOT SHOWN ON THE DRAWINGS SHALL BE STAGGERED SO THAT NO MORETHAN 50% OF BARS ARE LAPPED IN ANY ONE CROSS SECTION.
5. UNLESS OTHERWISE SPECIFIED, THE MINIMUM DEVELOPMENT LENGTHS OFLAPS SHALL BE AS FOLLOWS:
6. REINFORCEMENT MAY BE DISPLACED SLIGHTLY WHERE NECESSARY TO CLEARSTEEL DOWELS.
7. EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES FILLETED 20 x 20UNLESS SPECIFIED OTHERWISE.
8. GEOTEXTILE FOR DRAINAGE LAYER WRAPPING MUST COMPLY WITH R63. EOSAND FLOW RATE REQUIREMENT DESIGNED FOR D158>75µm.
9. ENGINEERED GRANULAR BACKFILL BEHIND THE RETAINING WALLS SHALL HAVEFINES CONTENT (PERCENT SMALLER THAN 75MICRONS) OF LESS THAN 15%,MINIMUM Ө’ OF 30 DEGREES, C’ OF ZERO kPa, AND MINIMUM DRY UNIT WEIGHTOF 18kN/m3. BACKFILL SHALL BE PLACED IN MAXIMUM 300 mm LIFTS ANDCOMPACTED TO MINIMUM 98% STANDARD COMPACTION.
10. COMPACTION OF RETAINING WALL BACKFILL SHALL BE PERFORMED WITH LIGHTCOMPACTION EQUIPMENT, SUCH AS A 2 TONNE VIBRATING PLATE COMPACTOR,SUCH THAT THE HORIZONTAL STRESS IMPOSED ON THE WALL BY COMPACTIONIS LESS THAN 5 kPa.
11. THE POSTS FOR THE MONOWILLS HANDRAILS TYPE 'C' OR APPROVEDEQUIVALENT TO BE FIXED TO THE TOP OF THE RETAINING WALL VIA COREDRILLING INTO THE TOP OF THE RETAINING WALL TO A MINIMUM CORE DRILLDEPTH OF 160mm.
???????
???????
** REFER BELOW
** FOR ORIGINAL APPROVAL SIGNATURE REFERDRAWING ISSUE ???????.
STRUCTURAL DESIGN BY :ARUP
LEVEL 10, 201 KENT STREET, SYDNEY, NSW, 2000PO BOX 76, MILLERS POINT, NSW, 2000PH: (02) 9320 9320 FAX: (02) 9320 9321
SIGNATURE .........................................
NAME ....................................................
IEA No ...................................................
WESTMEAD HOSPITAL REDEVELOPMENTMSCP
CHANGE OF FOOTING DEPTHEXPANSION JOINT
VA
RIE
S10
0
WALL DRAIN DETAIL
SCALE 1:10
350
100
300
SCALE 1:10
300
300
NOTE: REINFORCEMENT NOT SHOWN FOR CLARITY
SCALE 1:20
TYPICAL BLOCKWORK DOWELEDEXPANSION JOINT - (MAX 16m SPACING)
20
300 300
SCALE 1:10WALL TYPE 1
H=
800
TO 1
200
350
180'B'
200
450
MIN
LA
P
140
LONGITUDINAL REINFORCEMENT:N12 IN ALTERNATE COURSESCOMMENCING FROM TOP COURSE.OMIT ON TOP OF CLEAN-OUT BLOCK.
SCALE 1:10WALL TYPE 2
H=
1400
TO
200
045
0
230'B'
250
600
MIN
LA
P
190
LONGITUDINAL REINFORCEMENT:N16 IN ALTERNATE COURSESCOMMENCING FROM TOP COURSE.OMIT ON TOP OF CLEAN-OUT BLOCK.
SCALE 1:10WALL TYPE 3
H=
2200
TO
340
045
0
330'B'
300
HE
IGH
T O
F 29
0-m
m B
LOC
KS
190
LONGITUDINAL REINFORCEMENT:N16 IN ALTERNATE COURSESCOMMENCING FROM TOP COURSE.OMIT ON TOP OF CLEAN-OUT BLOCK.
290
450
MIN
LA
P
HE
IGH
T O
F 19
0-m
m B
LOC
KS
BOTTOM OF WALL (BOW)
(BOW)
(BOW)
(TOW)
MONOWILLS HANDRAILSTYPE C OR APPROVEDEQUIVALENT
CAPPING STONE
MONOWILLS HANDRAILSTYPE C OR APPROVEDEQUIVALENT
CAPPING STONE
MONOWILLS HANDRAILSTYPE C OR APPROVEDEQUIVALENT
(TOW)TOP OF WALL (TOW)
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4255 3236482
1:200
RETAINING WALLDETAILS
ISSUE FOR R/D REVIEW
MBK
ISSUE FOR TENDERISSUE FOR TENDER
123
ADCADCADC
MBKMBKMBK
18/11/201526/11/201515/01/2016
Arup, Level 10, 201 Kent StSydney, NSW, 2000Tel +61(02)9320 9320 Fax +61(02)9320 9321www.arup.com.au
PR
OP
OS
ED
GR
OU
ND
LE
VE
L E
NTR
Y
PR
OP
OS
ED
FIR
E B
RIG
AD
E A
CC
ES
S
LONGITUDINAL SECTIONHORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
LANDSCAPED DRAINAGE SWALE (MD10)
IP 1
9.39
IP 1
8.47
2
-3% -4.427% -3%
20.739m VC 20.739m VC
0.00
020
.542
20.6
68
2.54
020
.490
20.5
92
14.2
2320
.268
20.2
41
15.0
0020
.246
20.2
18
30.0
0019
.797
19.7
68
32.2
2419
.724
19.7
01
32.5
6119
.713
19.6
91
42.5
9419
.385
19.3
53
45.0
0019
.345
19.2
62
45.0
5519
.344
19.2
60
52.9
6319
.018
18.9
31
60.0
0019
.447
18.6
36
63.3
3319
.313
18.5
09
70.0
4318
.709
18.2
75
73.3
6318
.399
18.1
71
73.7
0218
.389
18.1
61
75.0
0018
.350
18.1
22
76.9
1918
.297
18.0
64
CHAINAGE
EXISTINGLEVEL
DESIGNLEVEL
DATUM RL 16
SCALE:
DRAWING TITLE:
DRAWING NUMBER:
CHECKED:
PROJECT NUMBER: ISSUE:
NOT
FOR
CONS
TRUC
TION
DOHRS NUMBER:
LEAD ARCHITECT:
Lvl 1, 110 Walker Street
North Sydney NSW 2060
P: (02) 9956 2666
F: (02) 9959 3015
PROJECT MANAGER:
Darling Park Tower 2
201 Sussex St
Sydney NSW 2000
P: (02) 8266 0000
www.pwc.com.au
F: (02) 8266 9999
CLIENT:
Level 6, 77 Pacific Highway
North Sydney NSW 2060
P: (02) 9978 5427
www.hinfra.health.nsw.gov.au
F: (02) 8904 1377
DARCY ROAD MULTI STOREY CAR PARKCnr Institute Road and Darcy RoadWestmead NSW 2145PRICE WATERHOUSE
COOPERSNSW HEALTHINFRASTRUCTURE
REV DESCRIPTION DRAWN CHECK DATE
Arup Pty LtdABN 18 000 966 165
CONSULT AUSTRALIA
Member Firm5335
NOT
FOR
CONS
TRUC
TION
MSC-ARP-CV-DG-4300 3236482
1:200
DRAINAGELONGITUDINAL SECTIONISSUE FOR R/D REVIEW
KJS
ISSUE FOR TENDERISSUE FOR TENDER
123
ADCADCADC
KJSKJSKJS
18/11/201526/11/201515/01/2016
Arup, Level 10, 201 Kent StSydney, NSW, 2000Tel +61(02)9320 9320 Fax +61(02)9320 9321www.arup.com.au
0 20 m1:200
4 3 2 1
4 8 12 16
0 1 3 4 5 m
1 0.51:50
2