appendix d civil drawings

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

[email protected]

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


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:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





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

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1:500

SOIL AND WATER MANAGEMENT PLANISSUE FOR R/D REVIEW

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SCALE:

DRAWING TITLE:

DRAWING NUMBER:

CHECKED:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





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:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





CONSULT AUSTRALIA

Member Firm5335

NOT

FOR

CONS

TRUC

TION

MSC-ARP-CV-DG-4011 3236482

AS SHOWN

SOIL AND WATER MANAGEMENT DETAILS


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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



XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

SCALE:

DRAWING TITLE:

DRAWING NUMBER:

CHECKED:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





CONSULT AUSTRALIA

Member Firm5335

NOT

FOR

CONS

TRUC

TION

MSC-ARP-CV-DG-4100 3236482

1:200

DEMOLITIONPLANSHEET 1 OF 4


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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


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


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:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





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


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4 3 2 1

4 8 12 16


NOTE:

PAVEMENT DETAILS


CAR PARK ENTRY




MU

LTI S

TOR

EY

CA

R P

AR

K

EX

ISTI

NG

OR

AL

DE

NTA

LB

UIL

DIN

G E

NTR

Y


VERTICAL SCALE 1:50


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


VERTICAL SCALE 1:50


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:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





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


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4 3 2 1

4 8 12 16


NOTE:

PAVEMENT DETAILS


MORTUARY ROAD




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


VERTICAL SCALE 1:50

MORTUARY ROAD (MC20)

INS

TITU

TE R

OA

D

EX

ISTI

NG

RO

AD

SCALE:

DRAWING TITLE:

DRAWING NUMBER:

CHECKED:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





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


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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


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


VERTICAL SCALE 1:50



NOTE:

PAVEMENT DETAILS


INSTITUTE ROAD




SCALE:

DRAWING TITLE:

DRAWING NUMBER:

CHECKED:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





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


KJS


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KJSKJSKJS

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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


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



NOTE:

PAVEMENT DETAILS


INSTITUTE ROAD




THE

NE

W R

OA

D

TIE-IN TO BE CONFIRMEDWITH AW EDWARDSFINAL DESIGN

SCALE:

DRAWING TITLE:

DRAWING NUMBER:

CHECKED:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





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


KJS


123

ADCADCADC

KJSKJSKJS

18/11/201526/11/201515/01/2016

0 20 m1:200

4 3 2 1

4 8 12 16


NOTE:

PAVEMENT DETAILS


AT-GRADE CAR PARK




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


VERTICAL SCALE 1:50

AT-GRADE CARPARK (MK20)

SCALE:

DRAWING TITLE:

DRAWING NUMBER:

CHECKED:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





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


KJS


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0 20 m1:200

4 3 2 1

4 8 12 16


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:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





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


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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


OFFSETS


OFFSETS


OFFSETS


0.00

00.

000

SCALE:

DRAWING TITLE:

DRAWING NUMBER:

CHECKED:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





CONSULT AUSTRALIA

Member Firm5335

NOT

FOR

CONS

TRUC

TION

MSC-ARP-CV-DG-4217 3236482

1:100

ROADWORKS TYPICAL PAVEMENTCROSS SECTIONS


KJS


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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


VERTICAL SCALE 1:50

RETAINING WALL No.2 (MW00)


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:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





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


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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


N16 @ 400

X BARS

V BARS

V BARS

DN100 AG LINE


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.


H=

1400

TO

200

045

0

230'B'

250

600

MIN

LA

P

190



H=

2200

TO

340

045

0

330'B'

300

HE

IGH

T O

F 29

0-m

m B

LOC

KS

190


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


CAPPING STONE


(TOW)TOP OF WALL (TOW)

SCALE:

DRAWING TITLE:

DRAWING NUMBER:

CHECKED:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





CONSULT AUSTRALIA

Member Firm5335

NOT

FOR

CONS

TRUC

TION

MSC-ARP-CV-DG-4255 3236482

1:200

RETAINING WALLDETAILS


MBK


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PR

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GR

OU

ND

LE

VE

L E

NTR

Y

PR

OP

OS

ED

FIR

E B

RIG

AD

E A

CC

ES

S


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:


NOT

FOR

CONS

TRUC

TION

DOHRS NUMBER:

LEAD ARCHITECT:



P: (02) 9956 2666

F: (02) 9959 3015

[email protected]

PROJECT MANAGER:


201 Sussex St

Sydney NSW 2000

P: (02) 8266 0000

www.pwc.com.au

F: (02) 8266 9999

CLIENT:



P: (02) 9978 5427


F: (02) 8904 1377





CONSULT AUSTRALIA

Member Firm5335

NOT

FOR

CONS

TRUC

TION

MSC-ARP-CV-DG-4300 3236482

1:200

DRAINAGELONGITUDINAL SECTIONISSUE FOR R/D REVIEW

KJS


123

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0 20 m1:200

4 3 2 1

4 8 12 16

0 1 3 4 5 m

1 0.51:50

2

appendix d civil drawings

Documents