Appendix B Concept design plans - Roads and Maritime … · Appendix B Concept design plans. 22-17099 ... T 61 2 4979 9999 F 61 2 4979 9988 ... B 80% CONCEPT DESIGN B.H* 12.05.14

Wyong Road, Tumbi Road to Mingara/Tumbi Creek Road intersection and approaches upgrade Review of Environmental Factors

Appendix B Concept design plans

22-17099LINEAR REFERENCINGRMS PROJECT No. DESIGN PROJECT No.

DESIGNED VERIFIED RECOMMENDEDPREPARED BY ACCEPTED

05

1015

20

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SIGNED

DATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

NAME . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SIGNED

NAME . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

DATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SIGNED

NAME . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

DATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SIGNED

NAME . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

DATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

START: 0335, 0280, B2, 8.437FINISH: 0335, 0280, B2, 9.193

SHEET No.REGISTRATION NUMBER

STAGE

CISSUE

1100% CONCEPTPARTDRAWING

DS2013/002058

25m

m O

N O

RIG

INA

L LOCALITY PLAN

22-17099-G001.dwg

SHIRE OF WYONG

MR335 - WYONG ROAD & TUMBI ROAD,

INTERSECTION UPGRADE, ROAD WIDENING AND LANEAUGMENTATION

. .

. .

GHD Tower, Level 324 Honeysuckle Drive, Newcastle NSW 2300 AustraliaPO Box 5403 Hunter Rgn Mail Cent. NSW 2310T 61 2 4979 9999 F 61 2 4979 9988E [email protected] W www.ghd.com G-1

TUMBI UMBI

.

.

.

.

. .

VOLUME INDEXVOLUME No. CODE NAME

VOLUME 0 G GENERAL INFORMATION

VOLUME 1 R ROAD WORKS

VOLUME 2 S STRUCTURAL WORKS

VOLUME 3 L LANDSCAPING

VOLUME 4 PA PROPERTY ADJUSTMENTS

VOLUME 5 U UTILITIES

VOLUME 0 - GENERAL INFORMATIONCONCEPT DESIGN

LOCATIONOF WORK

SOURCE: UNIVERSAL PUBLISHERS Pty Ltd (UBD 2012)

NOT FOR CONSTRUCTION

D/00482

mailto:[email protected]

http://www.ghd.com/

E DRAIN (STORMWATER) Continued E ELEC E HERI (HERITAGE)E CULT (CULTURAL) ContinuedE COMM (COMMUNICATIONS)E BDGE (BRIDGE STRUCTURES)

E BDYS (BOUNDARIES)

E BUIL (BUILDINGS & STRUCTURES)E CONT (PHOTOGRAMMETRY)

E CULT (CULTURAL)

E DRAIN (STORMWATER)

E GAS

E FOTO (PHOTOGRAMMETRY)

HAZARDOUS SITE (PHAZ)

WC

D

NON INDIGENOUS HERITAGESITE (PHNI)

ENDANGERED ECOLOGICALCOMMUNITY (PHEE)

HEADWALL BOTTOM (HB)

HEADWALL BOTTOM POINT (PHWB)

HEADWALL TOP (HW)

HEADWALL TOP POINT (PHWT)

INLET TO SUMP (PILT)

INVERT - 225 DIA (PI01)














INVERT OF PIPE (PINV)

INVERT OF SUBSOIL DRAIN OUTLET (PSDO)

KERB INLET (KI)

OBVERT OF PIPE (POBV)

PIPE - 225 DIA (U1)

PIPE - 300 DIA (U2)

PIPE - 375 DIA (U3)

PIPE - 450 DIA (U4)

PIPE - 525 DIA (U5)

PIPE - 600 DIA (U6)

PIPE - 750 DIA (U7)

PIPE - 900 DIA (U9)

PIPE - 1050 DIA (V1)






PIPE - UNSPECIFIED DIAMETER (UU)

SUBSOIL DRAIN FLUSH POINT (PSFP)

TOP OF CONCRETE JUNCTION BOX (PJBX)

WATER COURSE (WC)

WATER LEVEL POINT (PWLP)

ENDANGERED COMMUNITY(PHEC)

INDIGENOUS HERITAGE AREA(PHIA)

ABUTMENT BOTTOM (AB)

ABUTMENT BOTTOM POINT (PABB)

ABUTMENT TOP (AT)

ABUTMENT TOP POINT (PABT)

CAP-PILE (PBCP)

DECK (BR)

EXPANSION JOINT (XJ)

EXPANSION PLATE (XP)

HEADSTOCK (HS)

PIER-COLUMN (BC)

PIER-COLUMN POINT (PBPI)

UNDERNEATH CLEARANCE (UC)

WING WALL (WW)

DIGITAL CADASTRE (ACCURACY 1.0m) (BM)

DIGITISING EXTENT (PHOTO) (DE)

DP OVERLAY (ACCURACY 0.1m) (BO)

EASEMENT (BE)

FIELD COMPLETION BOUNDARY (PHOTO) (NF)

FIELD SURVEY EXTENT (PHOTO) (FS)

LOCAL GOVERNMENT (BL)

PARISH (BP)

TITLE (ACCURACY 0.02m) (BT)

AWNING (AW)

AWNING - POINT (PAWN)

BOTTOM OF WALL (BW)

BUILDING EAVES (BV)

BUILDING WALLS (BU)

CEMETERY (OC)

CONCRETE SLAB AT GROUND LEVEL (VE)

CORNER OF BUILDING AT NS (PCBU)

DOORWAY (DO)

FLOOR LEVEL (PFLR)

GENERAL BUILT-UP AREA (OB)

LOADING BAY-DOCK (LB)

MISCELLANEOUS STRUCTURE (OM)

RETAINING WALL (RW)

RUIN (OR)

SILO OR TANK (OS)

SPORTING ARENA (OO)

STAIRS - OUTSIDE (SO)

SWIMMING POOL (OT)

TOP OF WALL (TW)

(CALCULATED FROM DEPOSITED PLAN)

CABLE JUNCTION BOX (PEJB)

CABLE MANHOLE (PEMH)

CABLE MARKER (PECM)

CONDUIT (ED)

DISTRIBUTION FUSE POINT (PEFP)

GARDEN LIGHT (PLGN)

HIGH TENSION PYLON (PHTT)

HOUSE CONNECTION (EY)

LIGHT WITH OUTREACH (LI)

LINE - DIGITISED (EZ)

LINE - MAJOR TRANSMISSION (UE)

LINE - MINOR TRANSMISSION (UL)

LINE - UNDERGROUND (EU)

MAIN SUMP (EN)

POLE - LIGHT (PLPL)

POLE - POWER (PPPL)

POLE - POWER AND LIGHT (PPLP)

POLE - POWER AND TRANSFORMER (PPTR)

POWER SERVICE PILLAR - UNDERGROUND (PEUP)

PYLON LEG (EL)

STAY ANCHOR POLE (PSAP)

STAY POLE (PSPL)

SUSPENDED LIGHT (PLSU)

TRANSFORMER CABINET (EC)

TRANSFORMER CABINET CENTRE (PETC)

HORIZONTAL CONTROL POINT (PHCP)

MINOR CONTROL POINT (PMCP)

PHOTO CENTRE (PPCN)

VERTICAL CONTROL POINT (PVCP)

ETHANE PIPELINE (HA)

HOUSE CONNECTION (DG)

MAIN - DIGITISED (ZG)

MAIN - HIGH PRESSURE PIPELINE (HG)

MAIN - LOW PRESSURE (LG)

MAIN - NYLON (NG)

MAIN - POLYETHELENE (YG)

MANHOLE COVER (PGHL)

METER (PGMR)

PIPELINE MARKER (PGPM)

PIPELINE MARKER - HIGH PRESSURE (PGHM)

REGULATOR BOX (PGRB)

TEST POINT (PGTP)

VALVE BOX (PGAS)

VENT PIPE (PGVP)

ABOVE GROUND JOINING POST (PTJP)

ITS CABLE (IT)

OPTICAL FIBRE - ABOVE GROUND (OA)

OPTICAL FIBRE - DIGITISED (OZ)

OPTICAL FIBRE - UNDERGROUND (OU)

OPTICAL FIBRE CABLE MARKER (POFM)

OPTICAL FIBRE CONDUIT (OD)

OPTICAL FIBRE JUNCTION BOX (POFJ)

OPTICAL FIBRE PIT (POFP)

STD 1.1m BY 1.1m MAIN PIT (PTMP)

TELEPHONE - HOUSE CONNECTION (TY)

TELEPHONE BOX (TX)

TELEPHONE BOX POINT (PTBX)

TELEPHONE CABLE MARKER (PTCM)

TELEPHONE DISTRIBUTION PILLAR (PTDP)

TELEPHONE CONDUIT (TD)

TELEPHONE LINE (TN)

TELEPHONE LINE - DIGITISED (TZ)

TELEPHONE POLE (PTPL)

TELEPHONE SINGLE CONCRETE PIT (PTSP)

TELEPHONE SUMP (TS)

TELEPHONE TRANSMITTER - MOBILE (PMPT)

TELEPHONE TRIPLE CONCRETE PIT (PT3P)

TELEPHONE TWIN CONCRETE PIT (PTTP)

CONTOUR - AUX {DECIMETRE} (YQ)

CONTOUR - AUX {WHOLE METRE} (Y)

CONTOUR - INDEX (Z)

CONTOUR - INDEX DEPRESSION (ZQ)

CONTOUR - INTER DEPRESSION (XQ)

CONTOUR - STANDARD-INTER (X)

BIN - LARGE (BI)

BOLLARD (AC)

BUS SHELTER (BH)

BUS STOP (PBUS)

FENCE (FE)

FENCE LINE (FL)

FENCE MANPROOF (FM)

FENCE OTHER (FC)

FENCE POST-GUIDE POST (POST)

FIREPLACE (PFPL)

FLAG POLE (PFLG)

GATE (AG)

HEADSTONE (PHST)

HISTORICAL POINT OF INTEREST (PHIS)

LARGE SIGN (SI)

MAILBOX (PMBX)

PARKING METER (PKME)

PICNIC TABLE (TA)

PUMP (PWEP)

RUBBISH BIN (PBIN)

SAFETY FENCE (SF)

SEAT (SE)

SIGN POST (PSIN)

SIGN POST - DOUBLE SIDED (PSDS)

SIGN WITH OUTREACH (SX)

WINDMILL (OW)

WINDMILL - POINT (PWML)

BATTER DRAIN GI FLUME (DF)

BOX CULVERT - 150 HIGH (B0)








BOX CULVERT - 1050 HIGH (D0)










BOX CULVERT - UNSPECIFIED HEIGHT (UB)

DISH DRAIN (DD)

DRAIN-TABLE DRAIN (DT)

DRAINAGE BOX (DX)

DRAINAGE - DIGITISED (DZ)

DRAINAGE JUNCTION MANHOLE (PDJM)

DRAINAGE PIT (DP)

END OF WINGWALL (PEWW)

FLOOD HEIGHT (PFHT)

GULLY PIT (IP)

GULLY PIT POINT (PGUL)

DC

EA

DP

TB

No. Date

A3 original

SCALES

Amendment Description Initials

FILE No.

Coordinate System: MGA Zone 56 Height Datum: A.H.D.This sheet may be prepared using colour and may be incomplete if copied

SHEET No.DRAWING

REGISTRATION NUMBER

22-17099-G005.dwgSF2013/148904/1MR335 WYONG ROAD, MINGARA DRIVE, TUMBI CREEK ROAD INTERSECTION TOTUMBI ROAD INTERSECTION, TUMBI UMBI

DS2013/002058GHD Tower, Level 324 Honeysuckle Drive, Newcastle NSW 2300 AustraliaPO Box 5403 Hunter Rgn Mail Cent. NSW 2310T 61 2 4979 9999 F 61 2 4979 9988E [email protected] W www.ghd.com


INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION

SURVEY FEATURE LEGEND - SHEET 1 OF 2

G-5A 20% CONCEPT DESIGN B.H* 02.04.14B 80% CONCEPT DESIGN B.H* 12.05.14C 100% CONCEPT DESIGN G.R* 04.07.14

VOLUME 0


http://www.ghd.com/

E MARK (SURVEY MARKS)

E MISC

E RAIL

E ROAD

E STNS

E TCS

E TOPO

E LNMK

E SEWR

E TEXT (Height determined by user)

AP-DH-GI-PIPE OR RMCB (PSSD)

BOLT-DUMPY-NAIL-SPIKE (PSSE)

DEFAULT MX SURVEY MARK (PSSA)

PEG (PSSC)

PM SSM OR CONTROL MARK (PSSG)

TRIG STATION (PSSF)

SIGNAL DETECTOR (SD)

TRAFFIC CONTROL SIGNAL (PSGL)

TRAFFIC LIGHT WITH OUTREACH (TO)

TRAFFIC SIGNAL CONTROLLER (PSCL)

TRAFFIC SIGNAL DETECTOR (PSDR)

TRAFFIC SIGNAL JUNCTION BOX (PSJX)

1 ORANGE (*1)

2 BLACK (*2)

3 RED (*3)

4 BLUE (*4)

5 GREEN (*5)

7 CYAN (*7)

BOTTOM OF BANK-EMBANKMENT (BB)

BREAKLINE OR RIDGE (NB)

CLIFF-ESCARPMENT (VC)

CULTVATION PASTURE (JC)

EDGE OF GARDEN (EG)

FORD (FO)

GRASSLAND (JG)

LAKE (WL)

LANDSLIDE-ERODED BANK (VL)

NATURAL SURFACE (NS)

NATURAL SURFACE POINT (PNSS)

ORCHARD (JO)

RESERVOIR (RE)

RIVER OR CREEK EDGE (WR)

ROCK AREA (JR)

SPOT HEIGHT (PSHT)

SWAMP OUTLINE (JW)

SWAMP-MARSH (PSWA)

TIMBER OR SCRUB (DENSE) (JD)

TIMBER OR SCRUB (MEDIUM) (JM)

TIMBER OR SCRUB (SCATTERED) (JS)

TOP OF BANK (TC)

TOP OF CUTTING (CU)

(ZIG ZAG) (CA)

BL

BP

DH

DP

GI

PI

SM

NA

PM

RM

CM

SK

SS

TS

WB

AP

E WATR

E TOPO Continued E TOPO ContinuedTREE TRUNK - 100MM DIA (PT01)

TREE TRUNK - 200MM DIA (PT02)











TREE TRUNK - UNSPECIFIED DIAMETER (PTRE)

TREE FOLIAGE (TR)

TREE FOLIAGE - 1M SPREAD (PFO1)

TREE FOLIAGE - 2M SPREAD (PF02)











WATER EDGE-LEVEL (WE)

AIR VALVE (PWAV)

AIR VALVE - RECYCLED (PRAV)

EARTH TERMINAL (PWET)

EARTH TERMINAL - RECYCLED (PRET)

FIRE HYDRANT (PWFB)

HOUSE CONNECTION (WY)

HYDRANT (PWHY)

HYDRANT - RECYCLED (PRHY)

MAIN (WM)

MAIN - DIGITISED (WZ)

MAIN - RECYCLED (RM)

MAIN MARKER (PWMM)

MAIN MARKER - RECYCLED (PRMM)

METER (PWMR)

METER - RECYCLED (PRMR)

OVERHEAD PIPELINE (UO)

STOP VALVE (PWSV)

STOP VALVE - RECYCLED (PRSV)

TAP (PWTP)

TAP - RECYCLED (PRTP)

UNIDENTIFIED PIPELINE (UP)

RAILWAY CONTROL BOX (PRBX)

RAILWAY FORMATION EDGE (RF)

RAILWAY RAMP (RR)

RAILWAY SIGNAL (PRSG)

RAILWAY SIGNAL TROUGH (RS)

RAILWAY SIGNAL TROUGH - POINT (PRCC)

RAILWAY STANCHION (PSTR)

RAILWAY TRACK CENTRE (RT)

RAILWAY TRACK MONUMENT (PRTM)

TOP OF RAIL (RA)

TOP OF RAIL - POINT (PRAL)

TOP OF RAILWAY PLATFORM (RP)

BACK OF KERB (BK)

CENTRE OF ROAD (RC)

DRIVEWAY (DW)

EDGE OF FORMATION (EJ)

EDGE OF MEDIAN (EM)

EDGE OF PAVEMENT (EP)

EDGE OF TRACK (EK)

EDGE OF UNSEALED ROAD (UR)

FOOTPATH (FP)

GUTTER FLOW LINE (FI)

LIP LINE (LP)

OFFSET CROWN-CROWN (OF)

PRAM RAMP (KR)

SAFETY BARRIER GUARD FENCE (FG)

SAFETY BARRIER TYPE F (KJ)

SAFETY BARRIER WIRE ROPE (FW)

TOP OF KERB (KB)

TOP OF MEDIAN (TM)

VEHICULAR TRACK EDGE (VT)

HOUSE CONNECTION (SY)

LAMPHOLE (PSLH)

MAIN (SM)

MAIN - DIGITISED (SZ)

MANHOLE COVER (PSMH)

SEWAGE POND (SP)

SEPTIC TANK (ST)

VENT PIPE (PSVP)

ALIGNMENT PIN (PAPN)

BENCH MARK (PBMK)

BOLT (PBLT)

BOUNDARY PEG (PBPG)

BROAD ARROW (PSSB)

DRILL HOLE AND WING (PDHL)

DUMPY PEG (PDPY)

G I NAIL (PGIN)

G I PIPE (PGPI)

MISCELLANEOUS SURVEY MARK (PMSM)

NAIL (PNAL)

PERMANENT MARK (PPMK)

RM CONCRETE BLOCK (PRMB)

RTA CONTROL MARK (PCMK)

SPIKE (PSKI)

STAR PICKET (PSTA)

STATE SURVEY MARK (PSSM)

TRIG STATION-CONCRETE PILLAR (PTSS)

WATER BOARD PM (PDSM)

BORE HOLE (PBHX)

CAMERA - FLASH UNIT (PCFU)

CHECK STRING (QQ)

GATIC COVER LID (PGAT)

GOLF COURSE (OG)

HIGH PRESSURE OIL PIPELINE (HO)

HIGH PRESSURE OIL PIPELINE MARK (POHM)

HOTSPOT (HP)

JOIN LINE (BOUNDARY) (JL)

MX BREAK STRINGS (PBRK)

PARK OR OPEN SPACE (OP)

PETROL PUMP (PPET)

POT HOLE - NULL LEVEL (PHNL)

POT HOLE - WITH RL (PHRL)

RED LIGHT-SPEED-TRAFFIC CAMERA (PCAM)

SEISMIC LINE (SL)

SEISMIC TEST SHOT (PSTS)

SERVICE-JUNCTION BOX (US)

STOCK GRID (SG)

STOCKPILE (OH)

TEST PIT (PGEO)

UNDERGROUND TANK (UT)

UNDERGROUND TANK POINT (PUTP)

UNIDENTIFIED POLE (PPOL)

UNIDENTIFIED SERVICE (PUSR)

ARROW - LEFT TURN (AL)

ARROW - RIGHT TURN (AR)

ARROW - STRAIGHT AHEAD (AS)

ARROW - STRAIGHT AND LEFT (AE)

ARROW - STRAIGHT AND RIGHT (AI)

BARRIER AND SEPARATION (BS)

CHEVRON MARKING LEFT (CV)

CHEVRON MARKING RIGHT (CY)

CLEARWAY (3x3) (CW)

CONTINUITY (1x3) (CC)

DOUBLE BARRIER (DB)

GIVEWAY-TURN (CG)

LANE (3x9) (LL)

PEDESTRIAN CROSSING (SIGNALS) (CX)

PEDESTRIAN CROSSING (ZEBRA) (CZ)

PEDESTRIAN CROSSING APPROACH

SEPARATION (6x6) (CN)

SEPARATION AND BARRIER (SB)

SPEED ZONE - 40KMH (S4)








TRAFFIC MARKER (SILENT COP) (PTMX)

-999.000

DRAGONS TEETH LEFT (DC)

DRAGONS TEETH RIGHT (DA)

80

70

100

90

40

60

50

110

-999.000

No. Date

A3 original

SCALES


FILE No.


SHEET No.DRAWING

REGISTRATION NUMBER





SURVEY FEATURE LEGEND - SHEET 2 OF 2


VOLUME 0


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N

WAT

SON

AVEN

UE

TOWAMBERAL

TOTHE ENTRANCE

FROMWYONG

TO CHITT

AWAY

BAY

PEACH AVENUE

PELICAN STREET

HANS

ENS

ROAD

ADEL

AIDE

STR

EET

MINGARA DRIVE

MR335 WYONG ROAD

MR335 WYONG ROAD

TUMB

I CRE

EK R

OAD

TO CHIT

TAW

AYBA

Y

TUMBI ROAD

MINGARACLUB

No. Date

A3 original

SCALES


FILE No.


SHEET No.DRAWING

REGISTRATION NUMBER





WARNING: PUBLIC UTILITY SERVICES MAY EXIST ON OR ADJACENT TO THE SITE OF WORKS.THESE SERVICES MAY NOT BE SITUATED WITHIN REGISTERED EASEMENTS OR WITHINSTANDARD FOOTPATH ALLOCATIONS.IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY THE LOCATION OF ALL SERVICESPRIOR TO CONSTRUCTION WORKS AND TO AVOID DISTURBANCE OF THESE SERVICES.

GENERAL ARRANGEMENT PLAN


VOLUME 0

PLANSCALE 1:2500

SHEET No. R3-3

SHEET No. R3-5SHEET No. R3-8

SHEET No. R3-4

SHEET No. R3-2

SHEET No. R3-6

SHEET No. R3-1

0 75m25 50

SCALE 1:2500 AT ORIGINAL SIZE

SHEE

T No.

R3-7

© SKM (2013), AERIAL IMAGERY; AAM (2013), AERIAL IMAGERY


http://www.ghd.com/

22-17099LINEAR REFERENCINGRMS PROJECT No. DESIGN PROJECT No.

DESIGNED VERIFIED RECOMMENDEDPREPARED BY ACCEPTED

05

1015

20

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SIGNED

DATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

NAME . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SIGNED

NAME . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

DATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SIGNED

NAME . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

DATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SIGNED

NAME . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

DATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

SHEET No.REGISTRATION NUMBER

STAGE

CISSUE

1100% CONCEPTPARTDRAWING

DS2013/002058

25m

m O

N O

RIG

INA

L

22-17099-R001.dwg

SHIRE OF WYONG

MR335 - WYONG ROAD & TUMBI ROAD,


. .

. .

GHD Tower, Level 324 Honeysuckle Drive, Newcastle NSW 2300 AustraliaPO Box 5403 Hunter Rgn Mail Cent. NSW 2310T 61 2 4979 9999 F 61 2 4979 9988E [email protected] W www.ghd.com R-1

TUMBI UMBI

.

.

.

.

. .

VOLUME INDEXVOLUME No. CODE NAME

VOLUME 0 G GENERAL INFORMATION

VOLUME 1 R ROAD WORKS

VOLUME 2 S STRUCTURAL WORKS

VOLUME 3 L LANDSCAPING

VOLUME 4 PA PROPERTY ADJUSTMENTS

VOLUME 5 U UTILITIES

VOLUME 6 O OTHER

VOLUME 1 - ROAD WORKSCONCEPT DESIGN

LOCALITY PLAN

LOCATIONOF WORK

SOURCE: UNIVERSAL PUBLISHERS Pty Ltd (UBD 2012)


START: 0335, 0280, B2, 8.437FINISH: 0335, 0280, B2, 9.193D/00482


http://www.ghd.com/

No. Date

A3 original

SCALES


FILE No.


SHEET No.DRAWING

REGISTRATION NUMBER

22-17099-R002.dwgSF2012/019401/1MR335 WYONG ROAD, ENTERPRISE DRIVE & CHITTAWAY ROAD, BERKELEY VALE




DRAWING LIST

R-2A 80% CONCEPT DESIGN B.H* 12.05.14B 100% CONCEPT DESIGN G.R* 04.07.14

VOLUME 1

VOLUME 1 DRAWING LIST - ROADWORKS (R)SHEET No. TITLE GHD DRG No. REVISION

VOLUME 1 - ROAD WORKS (R)

R-1 COVER SHEET 22-17099-R001 CR-2 DRAWING LIST 22-17099-R002 B

TYPICAL SECTIONS & DETAILS (R1)

R1-1 TYPICAL SECTIONS - SHEET 1 OF 7 22-17099-R101 CR1-2 TYPICAL SECTIONS - SHEET 2 OF 7 22-17099-R102 CR1-3 TYPICAL SECTIONS - SHEET 3 OF 7 22-17099-R103 CR1-4 TYPICAL SECTIONS - SHEET 4 OF 7 22-17099-R104 CR1-5 TYPICAL SECTIONS - SHEET 5 OF 7 22-17099-R105 AR1-6 TYPICAL SECTIONS - SHEET 6 OF 7 22-17099-R106 AR1-7 TYPICAL SECTIONS - SHEET 7 OF 7 22-17099-R107 AR1-8 TYPICAL DETAILS - SHEET 1 OF 1 22-17099-R108 A

ALIGNMENT CONTROLS (R2)

R2-1 ALIGNMENT CONTROL PLAN - SHEET 1 OF 3 22-17099-R201 C

R2-2 ALIGNMENT CONTROL PLAN - SHEET 2 OF 3 22-17099-R202 CR2-3 ALIGNMENT CONTROL PLAN - SHEET 3 OF 3 22-17099-R203 CR2-4 ALIGNMENT CONTROL COORDINATE TABLES 22-17099-R204 C

DETAIL PLANS AND LONGITUDINAL SECTIONS (R3)

R3-1 DETAIL PLAN - SHEET 1 OF 8 22-17099-R301 CR3-2 DETAIL PLAN - SHEET 2 OF 8 22-17099-R302 CR3-3 DETAIL PLAN - SHEET 3 OF 8 22-17099-R303 CR3-4 DETAIL PLAN - SHEET 4 OF 8 22-17099-R304 CR3-5 DETAIL PLAN - SHEET 5 OF 8 22-17099-R305 CR3-6 DETAIL PLAN - SHEET 6 OF 8 22-17099-R306 CR3-7 DETAIL PLAN - SHEET 7 OF 8 22-17099-R307 CR3-8 DETAIL PLAN - SHEET 8 OF 8 22-17099-R308 CR3-9 LONGITUDINAL SECTION - WYONG ROAD (MC00) - SHEET 1 OF 5 22-17099-R309 C

R3-10 LONGITUDINAL SECTION - WYONG ROAD (MC00) - SHEET 2 OF 5 22-17099-R310 CR3-11 LONGITUDINAL SECTION - WYONG ROAD (MC00) - SHEET 3 OF 5 22-17099-R311 CR3-12 LONGITUDINAL SECTION - WYONG ROAD (MC00) - SHEET 4 OF 5 22-17099-R312 CR3-13 LONGITUDINAL SECTION - WYONG ROAD (MC00) - SHEET 5 OF 5 22-17099-R313 CR3-14 LONGITUDINAL SECTION - WYONG ROAD (MC10) - SHEET 1 OF 5 22-17099-R314 CR3-15 LONGITUDINAL SECTION - WYONG ROAD (MC10) - SHEET 2 OF 5 22-17099-R315 CR3-16 LONGITUDINAL SECTION - WYONG ROAD (MC10) - SHEET 3 OF 5 22-17099-R316 CR3-17 LONGITUDINAL SECTION - WYONG ROAD (MC10) - SHEET 4 OF 5 22-17099-R317 CR3-18 LONGITUDINAL SECTION - WYONG ROAD (MC10) - SHEET 5 OF 5 22-17099-R318 CR3-19 LONGITUDINAL SECTION - MINGARA DRIVE (MC20) 22-17099-R319 CR3-20 LONGITUDINAL SECTION - TUMBI CREEK ROAD (MC30) 22-17099-R320 CR3-25 LONGITUDINAL SECTION - TUMBI ROAD (MC40) 22-17099-R321 CR3-22 LONGITUDINAL SECTION - WATSON AVENUE (MC50) 22-17099-R322 CR3-23 LONGITUDINAL SECTION - PELICAN STREET (MC60) 22-17099-R323 C

SETOUT (R4)

R4-1 SETOUT PLAN - SHEET 1 OF 5 22-17099-R401 A

R4-2 SETOUT PLAN - SHEET 2 OF 5 22-17099-R402 AR4-3 SETOUT PLAN - SHEET 3 OF 5 22-17099-R403 AR4-4 SETOUT PLAN - SHEET 4 OF 5 22-17099-R404 AR4-5 SETOUT PLAN - SHEET 5 OF 5 22-17099-R405 A


R4-6 SETOUT COORDINATE TABLES - SHEET 1 OF 5 22-17099-R406 AR4-7 SETOUT COORDINATE TABLES - SHEET 2 OF 5 22-17099-R407 AR4-8 SETOUT COORDINATE TABLES - SHEET 3 OF 5 22-17099-R408 AR4-9 SETOUT COORDINATE TABLES - SHEET 4 OF 5 22-17099-R409 AR4-10 SETOUT COORDINATE TABLES - SHEET 5 OF 5 22-17099-R410 AR4-11 KERB PROFILES - SHEET 1 OF 8 22-17099-R411 AR4-12 KERB PROFILES - SHEET 2 OF 8 22-17099-R412 AR4-13 KERB PROFILES - SHEET 3 OF 8 22-17099-R413 AR4-14 KERB PROFILES - SHEET 4 OF 8 22-17099-R414 AR4-15 KERB PROFILES - SHEET 5 OF 8 22-17099-R415 AR4-16 KERB PROFILES - SHEET 6 OF 8 22-17099-R416 AR4-17 KERB PROFILES - SHEET 7 OF 8 22-17099-R417 AR4-18 KERB PROFILES - SHEET 8 OF 8 22-17099-R418 A

STORMWATER MANAGEMENT (R5)

R5-1 DRAINAGE CATCHMENT PLAN 22-17099-R501 BR5-2 DRAINAGE PLAN - SHEET 1 OF 8 22-17099-R502 BR5-3 DRAINAGE PLAN - SHEET 2 OF 8 22-17099-R503 BR5-4 DRAINAGE PLAN - SHEET 3 OF 8 22-17099-R504 BR5-5 DRAINAGE PLAN - SHEET 4 OF 8 22-17099-R505 BR5-8 DRAINAGE PLAN - SHEET 5 OF 8 22-17099-R506 BR5-6 DRAINAGE PLAN - SHEET 6 OF 8 22-17099-R507 BR5-8 DRAINAGE PLAN - SHEET 7 OF 8 22-17099-R508 BR5-9 DRAINAGE PLAN - SHEET 8 OF 8 22-17099-R509 BR5-10 DRAINAGE PROFILES - SHEET 1 OF 12 22-17099-R510 BR5-11 DRAINAGE PROFILES - SHEET 2 OF 12 22-17099-R511 BR5-12 DRAINAGE PROFILES - SHEET 3 OF 12 22-17099-R512 BR5-13 DRAINAGE PROFILES - SHEET 4 OF 12 22-17099-R513 BR5-14 DRAINAGE PROFILES - SHEET 5 OF 12 22-17099-R514 BR5-15 DRAINAGE PROFILES - SHEET 6 OF 12 22-17099-R515 BR5-16 DRAINAGE PROFILES - SHEET 7 OF 12 22-17099-R516 BR5-17 DRAINAGE PROFILES - SHEET 8 OF 12 22-17099-R517 BR5-18 DRAINAGE PROFILES - SHEET 9 OF 12 22-17099-R518 BR5-19 DRAINAGE PROFILES - SHEET 10 OF 12 22-17099-R519 BR5-20 DRAINAGE PROFILES - SHEET 11 OF 12 22-17099-R520 AR5-21 DRAINAGE PROFILES - SHEET 12 OF 12 22-17099-R521 A

PAVEMENT (R6)

R6-1 PAVEMENT PLAN - SHEET 1 OF 8 22-17099-R601 BR6-2 PAVEMENT PLAN - SHEET 2 OF 8 22-17099-R602 BR6-3 PAVEMENT PLAN - SHEET 3 OF 8 22-17099-R603 BR6-4 PAVEMENT PLAN - SHEET 4 OF 8 22-17099-R604 BR6-5 PAVEMENT PLAN - SHEET 5 OF 8 22-17099-R605 BR6-6 PAVEMENT PLAN - SHEET 6 OF 8 22-17099-R606 BR6-7 PAVEMENT PLAN - SHEET 7 OF 8 22-17099-R607 BR6-8 PAVEMENT PLAN - SHEET 8 OF 8 22-17099-R608 BR6-9 KERB SCHEDULES 22-17099-R609 B

R6-10 KERB RAMP & BICYCLE RAMP SCHEDULE 22-17099-R610 B


SIGNAGE AND LINEMARKING (R7)

R7-1 SIGNAGE AND LINEMARKING PLAN - SHEET 1 OF 8 22-17099-R701 BR7-2 SIGNAGE AND LINEMARKING PLAN - SHEET 2 OF 8 22-17099-R702 BR7-3 SIGNAGE AND LINEMARKING PLAN - SHEET 3 OF 8 22-17099-R703 B

R7-4 SIGNAGE AND LINEMARKING PLAN - SHEET 4 OF 8 22-17099-R704 BR7-5 SIGNAGE AND LINEMARKING PLAN - SHEET 5 OF 8 22-17099-R705 BR7-6 SIGNAGE AND LINEMARKING PLAN - SHEET 6 OF 8 22-17099-R706 BR7-7 SIGNAGE AND LINEMARKING PLAN - SHEET 7 OF 8 22-17099-R707 BR7-8 SIGNAGE AND LINEMARKING PLAN - SHEET 8 OF 8 22-17099-R708 BR7-9 SIGNAGE SCHEDULE - SHEET 1 OF 4 22-17099-R709 A

R7-10 SIGNAGE SCHEDULE - SHEET 2 OF 4 22-17099-R710 AR7-11 SIGNAGE SCHEDULE - SHEET 3 OF 4 22-17099-R711 AR7-12 SIGNAGE SCHEDULE - SHEET 4 OF 4 22-17099-R712 AR7-13 SIGNAGE DETAILS 22-17099-R713 A

CROSS SECTIONS (R8)

R8-1 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 1 OF 13 22-17099-R801 CR8-2 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 2 OF 13 22-17099-R802 CR8-3 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 3 OF 13 22-17099-R803 CR8-4 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 4 OF 13 22-17099-R804 CR8-5 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 5 OF 13 22-17099-R805 CR8-6 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 6 OF 13 22-17099-R806 CR8-7 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 7 OF 13 22-17099-R807 CR8-8 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 8 OF 13 22-17099-R808 CR8-9 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 9 OF 13 22-17099-R809 C

R8-10 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 10 OF 13 22-17099-R810 CR8-11 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 11 OF 13 22-17099-R811 CR8-12 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 12 OF 13 22-17099-R812 CR8-13 CROSS SECTIONS - WYONG ROAD (MC00) - SHEET 13 OF 13 22-17099-R813 CR8-14 CROSS SECTIONS - MINGARA DRIVE (MC20) - SHEET 1 OF 1 22-17099-R814 CR8-15 CROSS SECTIONS - TUMBI CREEK ROAD (MC30) - SHEET 1 OF 2 22-17099-R815 CR8-16 CROSS SECTIONS - TUMBI CREEK ROAD (MC30) - SHEET 2 OF 2 22-17099-R816 CR8-17 CROSS SECTIONS - TUMBI ROAD (MC40) - SHEET 1 OF 2 22-17099-R817 CR8-18 CROSS SECTIONS - TUMBI ROAD (MC40) - SHEET 2 OF 2 22-17099-R818 CR8-19 CROSS SECTIONS - WATSON AVENUE (MC50) - SHEET 1 OF 1 22-17099-R819 C


http://www.ghd.com/

4.0% -2.0% 2.0%9.5% 41

TRAVELLANE4.0m

SHAREDPATH2.5m

VERGE1.0m

MEDIAN2.5m

CONT

ROL

LINE

MC0

0

RIGHTTURN LANE

3.3m

& VAR.TRAVELLANE3.3m

TRAVELLANE3.3m

TRAVEL / LEFT TURN

LANE3.8m

TRAVELLANE3.5m

TYPICAL SECTION - WYONG ROAD (NEAR Ch.200)SCALE 1:100

EASTBOUND WESTBOUND

EXISTING FOOTPATH2.5m

E-GZ

01

E-OU

01

E-OU

04

E-SZ

00

E-TN

71

E-W

M55

E-W

Z03

E-GZ

01

E-OU

01 E-OU

02

E-OU

04

E-SZ

00

E-TN

01

E-TN

71

E-W

M55

E-W

Z03

2.0%BDY BD

Y

EXISTINGSURFACE

PROP

OSED

BDY

-3.0%-3.0% 2.0%3.3%

TRAVELLANE3.5m

BUS STOP3.5m

SHAREDPATH2.5m

VERGE1.0m

MEDIAN2.2m

CONT

ROL

LINE

MC1

0

TRAVELLANE3.3m

EASTBOUND WESTBOUND

& VAR.

TRAVELLANE3.5m

BUS LANE3.5m & VARIES


TRAVELLANE3.5m

TURNLANE0.2m

& VAR.

41

EXISTING SURFACE

BDY

BDY

E-OU

01E-TN

71

E-W

Z00

E-W

Z03

PROP

OSED

BDY

NEW PAVEMENT TO BE CONFIRMED FOLLOWINGCOMPLETION OF PAVEMENT DESIGN NEW PAVEMENT TO BE CONFIRMED FOLLOWING

COMPLETION OF PAVEMENT DESIGN

NEW PAVEMENT TO BE CONFIRMED FOLLOWINGCOMPLETION OF PAVEMENT DESIGN NEW PAVEMENT TO BE CONFIRMED FOLLOWING

COMPLETION OF PAVEMENT DESIGN

No. Date

A3 original

SCALES


FILE No.


SHEET No.DRAWING

REGISTRATION NUMBER

22-17099-R101.dwgSF2013/148904/1MR335 WYONG ROAD, MINGARA DRIVE, TUMBI CREEK ROAD INTERSECTION TOTUMBI ROAD INTERSECTION, TUMBI UMBI




TYPICAL SECTIONS - SHEET 1 OF 7

R1-1A 20% CONCEPT DESIGN B.H* 02.04.14B 80% CONCEPT DESIGN B.H* 12.05.14C 100% CONCEPT DESIGN G.R* 04.07.14

VOLUME 1SCALE 1:100 AT ORIGINAL SIZE

0 3m1 2


http://www.ghd.com/

MEDIAN0.8m

EASTBOUND

BDY

BDY

E-W

M50

E-W

Z06

-2.0%

-2.0%

TRAVELLANE3.5m

TRAVELLANE3.5m

RIGHTTURN LANE

3.0m

LEFT TURNLANE4.0m

-3.0%

TRAVELLANE3.3m

TRAVELLANE3.8m

RIGHT URN LANE3.3m

CONT

ROL

LINE

MC0

0

WESTBOUND


NEW PAVEMENT TO BE CONFIRMEDFOLLOWING COMPLETION OFPAVEMENT DESIGN NEW PAVEMENT TO BE CONFIRMED

FOLLOWING COMPLETION OFPAVEMENT DESIGN

SHARED PATH2.5m

VERGE1.0m

EXISTING SURFACE


-3.0% -2.0%-8.8%

TRAVELLANE3.5m

TRAVELLANE3.3m

TRAVELLANE4.1m

WESTBOUND

RIGHTTURN LANE

3.3m

TRAVELLANE3.5m

RIGHTTURN LANE

3.3m

LEFT TURNLANE4.0m

EXISTING CULVERTS.CULVERTS SHOWN SKEWEDACROSS WYONG ROAD

E-OU

01E-

TN71

E-W

M50

E-W

Z0G

BDY

E-OU

01E-

TN71

E-W

M50

E-W

Z0G

EXISTING SURFACE

CONT

ROL

LINE

MC0

0

RELOCATE EXISTING WATERMAINTO SHARED OATH BRIDGE

-2.0%

SHARED PATH2.5m

DEEP LIFT ASPHALT OVER REGULAR PERFORMANCE BARRIERSTRUCTURE. REFER TO STRUCTURAL DRAWINGS FOR DETAIL

DEMOLISH EXISTING ROAD SAFETY BARRIER STRUCTURES ANDCONSTRUCT FULL DEPTH PAVEMENT AND CONCRETE MEDIAN

REGULAR PERFORMANCE BARRIERTRANSITIONS TO TYPE F BARRIER

NEW PAVEMENT TO BE CONFIRMEDFOLLOWING COMPLETION OFPAVEMENT DESIGN

TYPE 5 PEDESTRIAN FENCE

0.5m0.5m

EASTBOUND

No. Date

A3 original

SCALES


FILE No.


SHEET No.DRAWING

REGISTRATION NUMBER








0 3m1 2


http://www.ghd.com/

E-OU

P3E-OU

X4

E-OU

X8

E-OZ

02

E-TN

0C

E-TN

15

E-TN

76

E-W

M02

E-W

MD1

E-W

Z0S

E-W

Z7A

Ø 37

5 RCP

Ø 37

5 RCP

-3.0%-3.5%1% 2.2%

TRAVELLANE3.7m

TRAVELLANE3.2m

TRAVELLANE3.2m

TRAVELLANE3.8m

RIGHTTURN LANE

3.1m

RIGHTTURN LANE

3.1mMEDIAN

1.5m

SHAREDPATH2.5m

VERGE1.5m

SHAREDPATH2.5m


EASTBOUND WESTBOUND

VERGE1.0m

BDY

CONT

ROL

LINE

MC0

0


EXISTING SURFACE

-3.0%

E-OU

07

E-OU

P3

E-OU

X4

E-OU

X8

E-TN

0C

E-TN

15 E-TN

76

E-W

M02

E-W

MD1

E-W

Z0S

E-W

Z7A

Ø 37

5 RCP

Ø 37

5 RCP

REPLACE BOUNDARYFENCE TO MATCH EXISTING

NEW RETAINING WALLON BOUNDARY

TRAVELLANE3.2m

TRAVELLANE3.2m

TRAVELLANE3.8m

RIGHTTURN LANE

3.1m

RIGHTTURN LANE

3.1mMEDIAN

1.5m

EASTBOUND WESTBOUNDCO

NTRO

LLI

NE M

C00

-1.5%

TRAVELLANE3.7m

SHAREDPATH2.5m

VERGE1.6m

4%

SHAREDPATH2.5m

VERGE0.8m

2.0%


-3.0%

EXISTING SURFACE3.0%




No. Date

A3 original

SCALES


FILE No.


SHEET No.DRAWING

REGISTRATION NUMBER








0 3m1 2


http://www.ghd.com/

E-OU

MM

E-OU

NA

E-OU

P3E-

TN0C

E-TN

15

E-W

M02

E-W

Z7B

REMO

VE

375 R

CP


EXISTINGFOOTPATH

2.6mSHARED PATH

2.5m

TRAVELLANE3.3m

TRAVELLANE3.8m

RIGHTTURN LANE

3.1m

RIGHTTURN LANE

3.1mMEDIAN

1.5m

EASTBOUND

CONT

ROL

LINE

MC0

0

TRAVELLANE3.2m

WESTBOUND

TRAVELLANE3.2m

EXISTING CANOPY

BDY

E-EU

00

E-OU

01

E-OU

03

E-OU

07

E-OZ

02

E-TN

15

E-TN

50

E-TN

71

E-W

MMM

E-W

Z07

E-W

Z0D

BDY

EXISTINGFOOTPATH

1.5mBICYCLE PATH

2.5m

VERGE0.5m

EXISTING CANOPY

EXISTING SIGNAGE

EXISTING CONCRETE FOOTPATHTO BE RETAINED

TRAVELLANE3.2m

TRAVELLANE3.8m

RIGHTTURN LANE

3.1m

RIGHTTURN LANE

3.1mMEDIAN

1.5m

EASTBOUND

CONT

ROL

LINE

MC0

0

2.0%

VERT

ICAL

CLEA

RANC

E2.

5m

-3.0%-8% 0% -2.2%

TRAVELLANE3.2m

WESTBOUND

TRAVELLANE3.2m

SHAREDPATH2.5m

VERGE1.2m

2.9%


EXISTING SURFACE


12 1

4

REMOVE EXISTINGCONCRETE PAVEMENT


PARTIAL BARRIER FENCE

EXISTING STEPS

EXISTING PLANTER BEDS

EXISTING BUILDING

1% -2% 2.3% 2% 2%

VERGE0.5m

TUMBI ROADTURN LANE1.6m & VAR.

No. Date

A3 original

SCALES


FILE No.


SHEET No.DRAWING

REGISTRATION NUMBER








0 3m1 2


http://www.ghd.com/

E-OU

MOE-

OUN3

E-OU

N4

E-OZ

01

E-TN

30

E-TN

56

E-TN

57

E-TN

73E-

WZ0

A

E-W

Z0H

E-W

Z7B

E-W

ZEC

Ø 45

0 RCP

Ø 37

5 RCP

Ø 37

5 RCP

REMO

VE

375 R

CP

-3.9%-1.9%1.2%

1.0%2.0%-0.2%10.6%

RIGHTTURN LANE

3.9mMEDIAN

1.8m & VARIESMEDIAN

1.5m(VARIES)

TRAVELLANE3.2m

TRAVELLANE3.2m

SHOULDERVARIES

SHAREDPATH2.5m

VERGE0.5m

TRAVELLANE3.2m

TRAVELLANE3.7m

SHAREDPATH2.5m

VERGE0.5m


EASTBOUND WESTBOUNDCONT

ROL

LINE

MC0

0

BDY

BDY


EXISTING SURFACE


BDY

E-OU

01E-

OUM0

E-TN

66E-

TN71

E-W

Z0E

TRAVEL LANE3.3m

TRAVEL LANE3.5m

BUS BAY3.8m

FOOTPATH1.5m

MEDIAN1.7m

TRAVEL LANE3.2m

TRAVEL LANE3.3m

PARKING AND BICYCLE LANE4.0m

VERGEVARIES

EXISTING FOOTPATH1.2m

-3.2% -2.6%-2.3%

PROPOSED BUS SHELTER

PROPOSED RETAINING WALL

EXISTING TIMBER LOGRETAINING WALL


VERGEVARIES

SERVICE ROAD4.0m

BDY

CONT

ROL

LINE

MC3

0

TYPICAL SECTION - WYONG ROAD EASTERN TIE-IN (NEAR Ch.720)SCALE 1:100

EASTBOUND WESTBOUND

EXISTING SURFACE

No. Date

A3 original

SCALES


FILE No.


SHEET No.DRAWING

REGISTRATION NUMBER






R1-5A 100% CONCEPT DESIGN G.R* 04.07.14


0 3m1 2


http://www.ghd.com/

E-LG

89

TYPICAL SECTION - MINGARA DRIVE (NEAR Ch.30)SCALE 1:100

E-ZG

02

E-OU

05

E-OU

06

E-W

Z0BE-W

Z0M

Ø 45

0 RCP

REMO

VE

450 R

CP

TYPICAL SECTION - TUMBI CREEK ROAD (NEAR Ch.60)SCALE 1:100

TRAVEL LANE6.4m

TRAVEL LANERIGHT TURN LANE

3.0mSHARED PATH

2.5mLEFT TURN LANE

3.0mLEFT TURN LANE

3.6m

CONT

ROL

LINE

MC3

0

PAINTED MEDIAN 0.6m(VARIES)

VERGE 1.0mEXISTING FOOTPATH1.1m

VERGE1.5m


TRAVEL LANERIGHT TURN LANE

3.0mMEDIAN 3.0m

(VARIES)TRAVEL LANE

5.6m

41 4

1-4.8% -4% -2.9% 2.1%

EXISTING SURFACE

FOOTPATH1.5m

TRAVEL LANE RIGHT & LEFT TURN LANE

3.9mFOOTPATH

1.9m

EXISTING PARTIALBARRIER FENCE

BOX CULVERTS ANDHEADWALLS TO BERETAINED

EXISTING SURFACE

-3.0% -2.6%0.4%-2.3%

No. Date

A3 original

SCALES


FILE No.


SHEET No.DRAWING

REGISTRATION NUMBER








0 3m1 2


http://www.ghd.com/

TYPICAL SECTION - TUMBI ROAD (NEAR Ch.40)SCALE 1:100

BDY

BDY

E-OU

MME-

TN15

E-TN

70

E-W

Z0L

-3.0% -3.7%1.0% 101

TRAVELLANE6.4m

CONT

ROL

LINE

MC5

0

BUS RIGHT TURN ONLYLANE3.0m

LEFTTURN LANE

3.5m

TYPICAL SECTION - WATSON AVENUE (NEAR Ch.20)SCALE 1:100

BDY

BDY

E-GZ

04

E-OU

30E-

TN50

E-W

Z0DE-

WZ0

E

-4.6%2.0%

-3.2% 1.6%

MEDIAN 1.2m& VAR.RIGHT

TURN LANE2.6m

TRAVELLANE3.5m

TRAVELLANE3.7m

LEFT TURNLANE3.5m

LEFT TURNLANE4.0m

SHAREDPATH2.5m

VERGE0.9m

41

& VAR.RETAIN EXISTING FOOTPATH

-1.7%

RIGHTTURN LANE

4.0m

PAINTED MEDIAN 1.1m& VAR.CO

NTRO

LLI

NE M

C40

EXISTING SURFACE


EXISTING SURFACE

EXISTING CONCRETEROUNDABOUT PAVEMENT AND

APPROACHES TO BE DEMOLISHED

EXISTINGFOOTPATH

1.8m

NEWFOOTPATH

1.6m


No. Date

A3 original

SCALES


FILE No.


SHEET No.DRAWING

REGISTRATION NUMBER








0 3m1 2


http://www.ghd.com/

E-EU02

E-EU

02E-

EU02

E-LG05E-LG05 E-LG05

E-LG89

E-LG89

E-LG89

E-LG89

E-OU01E-OU01 E-OU01 E-OU01 E-OU01

E-OU01E-OU01 E-OU01 E-OU01 E-OU01 E-OU01

E-OU

04E-

OU04

E-OU

04E-

OU04

E-OU04

E-OU9AE-OU9A

E-OU9AE-OU9A E-OUX8

E-OUX9 E-OUX9

E-OUX9E-OUX9

E-SM

00

E-SZ

09

E-SZ

09

E-TN01

E-TN

02E-

TN02

E-TN

02

E-TN71E-TN71 E-TN71 E-TN71 E-TN71

E-TN71 E-TN71 E-TN71 E-TN71 E-TN71 E-TN71

E-WZ00 E-WZ00E-WZ00

E-WZ00E-WZ00

E-WZ00E-WZ00

E-WZ00E-WZ00

E-WZ00E-WZ00

LV

LV

HV 11kVHV 11kV

HV 11kVHV 11kVHV 11kV

LVLV

LVLVLVLV

HV 66kVHV 66kV

HV 66kVHV 66kVHV 66kV

LVLV

LVLVLVLVLV

HV 11kVHV 11kV

HV 11kVHV 11kVHV 11kVHV 11kVLV

LV

LVLV

HV 66kVHV 66kV

HV 66kVHV 66kV

E-WZ1A E-WZ1A E-WZ1AE-WM1A

E-WM1A E-WM1A E-WM1A E-WM1A E-WM1A E-WM1A E-WM1AV

VV

VV

VV

VVVVVVVVVVVVVVVVVVVVVV

V

V

V

VV

V

VV

V

VV

VV

VV

VV

VV

Ø600Ø600

Ø600Ø600

Ø600 Ø600

Ø600

Ø600

Ø375

Ø375

Ø375

Ø375

Ø375

Ø450

Ø1050

DP DP

DP DP DP DP DP DP

DPDPDPDPDPDPDPDPDPDPDPDPDPDP

DPDPDPDPDPDP

DP

DPDPDPDPDPDPDPDPDPDP DPDPDPDPDPDPDPDPDPDPDP

N

MR335 WYONG ROAD

EXISTING KERB TO BE RETAINED

TIE TO EXISTING KERB

EXISTING PATH TO BERETAINED

TIE TO EXISTING SHARED PATH

EXISTING PEDESTRIAN CROSSINGTO BE DECOMMISSIONED

TIE TO EXISTING PATH

BIKE RAMP

DESIGN CONTROL MC00MR335 WYONG ROAD

REMOVE EXISTING SA KERB

EXISTING MEDIAN TO BEREMOVED

140

120

100

80

60

40

20

0

112.400 TP

57.647 TP

35.983 TPNo. Date

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DETAIL PLAN - SHEET 1 OF 8


VOLUME 1

ADJOINS SHEET R3-2

NOTES:1. FOR LONGITUDINAL SECTIONS REFER TO SHEET No.'s R3-9 TO R3-232. KERB SIDE LANE DIMENSIONS ARE TO FACE OF KERB3. ONLY SURFACE DRAINAGE FEATURES HAVE BEEN DISPLAYED ON

THE DETAIL PLANS. FOR DETAILS OF SUBSURFACE STORMWATERDRAINAGE REFER TO SHEET No.'s R5-2 TO R5-9

FROMWYONG

TOTHE ENTRANCE

LIMIT

160

OFW

ORKS


http://www.ghd.com/

VV

VV

VV

V V V V V V V V V VV

VV

VV

VV

VV

VV

V

VV

V

V

V

VV

V

V

V

V

V

V

V

V

V

V VV

VV

VV

V

V

V

V

V

V

V

V

V

V

3600H

3600H

3600H

3600H

3600H

3600H

3600H

3600H

3600H

3600H

3600H

3600H

3600H

3600H

3600H

3600H

1800H

1800H

1800H

1800H

1800H

1800H

1800H

1500H

1500H

1500H

1500H

1500H

1500H

1500H

1500H

1500H

1500H

Ø375

Ø375Ø375

Ø375

Ø375

Ø375

Ø375

Ø450Ø450

Ø450

Ø450Ø450

Ø1050 Ø1050 Ø1050 Ø1050 Ø1050

Ø1050

Ø1050

Ø1050

Ø1050

Ø1050

DPDP

DPDP

DPDP

DPDP

DPDP

DP

DP

DP

DP

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DP

DP

DP

DP

DPDP

DP DP DP DP DP DP

DP

DP

DP

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DP DP DP DP

DP

DP

DP

DP

DP

DP

DP

DPDP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

N


DESIGN CONTROL MC20MINGARA DRIVE

DESIGN CONTROLMC30 TUMBICREEK ROAD

MR335 WYONG ROAD

TUMBI CREEK

ROAD

MIN

GARA

DRIV

E

MR335 WYONG ROAD

RETAIN EXISTING PRESSUREREDUCING VALUE


TIE-IN TO EXISTINGSHARED PATH BRIDGE

TIE TO EXISTINGKERB AND FOOTPATH

NEW REGULARPERFORMANCEBARRIER

RETAIN EXISTING FLOODWAYAND RETAINING WALLS

NEW PEDESTRIAN / CYCLIST BRIDGE.DETAILS TO BE CONFIRMED

NEW REGULARPERFORMANCE BARRIER

REMOVE EXISTING SA KERB REMOVE EXISTING MEDIAN REMOVE EXISTING SA KERB

REMOVE EXISTINGSF KERB

REMOVE EXISTINGSAFETY BARRIER


REMOVE EXISTINGRAISED ISLAND

REMOVE EXISTINGMEDIAN & BARRIERS



TIE TO EXISTINGKERB AND FOOTPATH


RETAIN EXISTING KERB& FOOTPATH

REMOVE EXISTING SF KERB

020

0

320

300

280

260

240220200

180

160

24.852 TP

40.814 TP40

20

37.021 TP40

No. Date

A3 original

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VOLUME 1

ADJOINS SHEET R3- 3

ADJOINS SHEET R3- 6

ADJOINS SHEET R3- 7

ADJO

INS

SHEE

T R3

- 1

TOTHE ENTRANCE

FROMWYONG

TOCHITTAWAY BAY

160

320



60


http://www.ghd.com/

V V V V V V V V V V V V V V V V V V V V VV V V V V V V V V V V

V

V

V

V

V

VV

VV

V

V

V

V

VV

V

VV

V

VV

V

V V V V

Ø375

Ø375

Ø375 Ø375 Ø375

Ø375 Ø375

DPDP

DPDP

DPDP

DP

DPDP

DPDP

DP

DP DP DP DP DP DP DP DP DP DP DP DP DP DP DP

DPDP

DPDP

DP

DPDP

DPDP

DP

DPDP

DPDP

DP

DPDP

DPDP

DP

DPDP

DPDP

DP

DPDP

DPDP

DP

DPDP

DPDP

DP

DPDP

DPDP

DP

DP DP DP DP DP DP DP DP DP DP DP DP DP DP DP DP DP DP

DPDP

DPDP

DP

DPDP

DP

DPDP

DPDP

DP

DPDP

DPDP

DP

DPDP

DPDP

DP

DPDP

DPDP

DPDP

DPDP

DPDP

DPDP

DPDP

DPDP

DPDP

DPDP

DPDP

DP

DPDPDPDP

DPDP

DP

DP

N


MR335 WYONG ROAD

PEAC

HAV

ENUE

TIE TO EXISTING SHARED PATH

EXISTING PROPERTYACCESS TO BE MAINTAINED







EXISTING KERBTO BE REMOVED

EXISTING KERB TO BEREMOVED

EXISTING MEDIANTO BE REMOVED


RETAIN EXISTINGKERB

RETAIN EXISTINGKERB

460

440

420

400

380

360

340

320

360.563 TP

0.000

25.334 TP

20

No. Date

A3 original

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SHEET No.DRAWING

REGISTRATION NUMBER






0


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PLANSCALE 1:500



VOLUME 1

ADJO

INS

SHEE

T R3

- 4

ADJO

INS

SHEE

T R3

- 2

TOTHE ENTRANCE

FROMWYONG

320 480




http://www.ghd.com/

V

V

V

V V V V V V V V V V V V V V V V V V V

VV

V VV

V

VV

V

V

V V V

VV

VV

V

V

V V

Ø375

Ø375

Ø375

Ø375Ø375 Ø375 Ø375 Ø375 Ø375 Ø375

DP

DP DP DP DP DP DP DP DP

DPDP

DP

DPDP

DPDP

DP DP DP DP

DPDP

DP

DP

DPDP

DP

DP

DP

DP DP DP

DP

DP

DPDP

DPDP

DP

DP DP DP DP DP DP DP

DPDP DP DP DP DP DP DP DP

DP

DP

DP

DP

N


DESIGN CONTROL MC50WATSON AVENUE

DESIGN CONTROL MC40TUMBI ROAD

MR335 WYONG ROAD

MR335 WYONG ROAD

WAT

SON

AVEN

UE

TUMBI

MODIFICATIONS TO EXISTINGPROPERTY TO BE CONFIRMED

EXISTING PROPERTY ACCESSTO BE MAINTAINED






MODIFICATIONS TO EXISTINGPROPERTY TO BE CONFIRMED

REMOVE EXISTINGROUNDABOUT ISLAND

REMOVE EXISTINGSA KERB

REMOVE EXISTINGMEDIAN




REMOVE EXISTINGMEDIAN



40

20

20

620

600

580

560

540

520

500

480

58.954 TP

631.502 TP

607.081 TP

0.000


No. Date

A3 original

SCALES


FILE No.


SHEET No.DRAWING

REGISTRATION NUMBER






0


15m5 10

PLANSCALE 1:500


R3-4A 20% CONCEPT DESIGN B.H* 02.04.14B 80% CONCEPT DESIGN B.H* 12.05.14C 100% CONCEPT DESIGN G.R* 04.07.14D UPDATED FOR FINAL REF G.R* 15.08.14

VOLUME 1

A DJ O

INS

S HE E

T R 3

-5

ADJO

INS

SHEE

T R3

-3

TOTHE ENTRANCEFROM

WYONG

LIMIT OF WORKS

480 640



ADJOINS SHEET R3- 8

TOTERRIGAL

V V V V V V V V V V V V V V

VV

VV

375

Ø375 Ø375 Ø375 Ø375 Ø375 Ø375

Ø450

DPDP

DPDP

DP DP DP DP DP DP DP DP DP DP DP DP DP DP DP

DPDP

DPDP

DPDP

DPDP

DPDP

DPDP

DPDP

DPDP

DPDP

DP

DPDP

DPDP

DPDP

DP

DP DP DP DP DP DP DP DP DP DP DP DP

N


MR335 WYONG ROAD


RETAIN EXISTING BUS ZONE

TIE TO EXISTING MEDIAN

ADEL

AIDE

STRE

ET

740

720

700

680

660

640

742.558 TP

712.402 TP

687.985 TP

No. Date

A3 original

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0


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VOLUME 1

ADJO

INS

SHEE

T R3

- 4

TOTHE ENTRANCE

FROMWYONG LIM

IT OF WORKS

640




http://www.ghd.com/

V V V V V V V V

V

Ø450 Ø450

DP DP DP DP

DPDPDP

N

DESIGN CONTROL MC30TUMBI CREEK ROAD

TUMBI CREEK ROAD

RETAIN EXISTINGKERB AND FOOTPATH

TIE TO EXISTING KERBAND FOOTPATH


60 80 86.517 TP

No. Date

A3 original

SCALES


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REGISTRATION NUMBER






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VOLUME 1

ADJO

INS

SHEE

T R3

-2

TOCHITTAWAY BAY

LIMIT

OF

WOR

KS




http://www.ghd.com/

Ø375 Ø375 Ø375

Ø375Ø375Ø375

Ø375

Ø375

Ø375

Ø375

Ø375

Ø375

Ø375

Ø375

Ø900

Ø900

Ø900

DP DP DPDP

DP

DP DP DP DPDP

DPDP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DPDP

DP

DP

DP

DP

DP

DP

DP

DP

DPDP DP DP DP

DPDP

DP

DP

DP

N

DESIGN CONTROL MC20MINGARA DRIVE

MINGARA DRIVE

HANSENSROAD

MINGARA ACCESS ROAD

DEMOLISH EXISTING KERB

RETAIN EXISTING LIGHTING

RETAIN EXISTING PATH

RETAIN EXISTING CENTRAL ISLAND

DEMOLISH EXISTING KERB

PROVIDE NEW CROSSING

PROVIDE NEW CROSSING

100

80

111.996 TP

No. Date

A3 original

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0


15m5 10

PLANSCALE 1:500



VOLUME 1

ADJO

INS

SHEE

T R3

-2

LIMIT OF WORKS

LIMIT OF WORKS




http://www.ghd.com/

VV

VV

VV

VV

V

V

V

V

V

V V V V VVVVVV

Ø375

DP

DPDP

DPDP

DP DP

DPDP

DPDPDP

DP

DP

DPDP

DP

DPDP

DPDP

DP DP

DPDP

DP

DP

DP DP DP DP DP DP DP DP DP

DP DP

DPDP

DP DP

DPDP

DPDP

DP

DP DP DP

DPDP

DP

DPDP

DPDP

DP

DP

DPDPDPDPDPDPDPDPDP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

N

DESIGN CONTROL MC40TUMBI ROAD

DESIGN CONTROL MC60PELICAN STREET

PELIC

ANST

REET

TUMBI ROAD




ADJUST EXISTING ACCESSTO SUIT PROPOSED LEVELS

EXISTING KERB TOBE REMOVED

EXISTING KERB TOBE REMOVED

MAC

KAY

DRIV

E

40

20

0

100806040

20

112.473 TP

78.902 TP

46.722 TP

PROVIDE NEWCONCRETE LAYBACK

PEDESTRAIN CONNECTION TOTUMBI ROAD SHARED PATH

No. Date

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R3-8A 20% CONCEPT DESIGN B.H* 02.04.14B 80% CONCEPT DESIGN B.H* 12.05.14C 100% CONCEPT DESIGN G.R* 04.07.14D UPDATED FOR FINAL REF G.R* 15.08.14

VOLUME 1

ADJO

INS

SHEE

T R3-

4

TOTERRIGAL

LIMIT

OF

WOR

KS

LIMIT OF WORKS

40



10 SPACECARPARK

RIGHT OF WAY

Documents

Appendix B Concept design plans - Roads and Maritime … · Appendix B Concept design plans. 22-17099 ... T 61 2 4979 9999 F 61 2 4979 9988 ... B 80% CONCEPT DESIGN B.H* 12.05.14