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Transcript of Appendix B Concept design plans - Roads and Maritime … · Appendix B Concept design plans....
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
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 - 300 DIA (PI02)
INVERT - 375 DIA (PI03)
INVERT - 450 DIA (PI04)
INVERT - 525 DIA (PI05)
INVERT - 600 DIA (PI06)
INVERT - 750 DIA (PI07)
INVERT - 900 DIA (PI09)
INVERT - 1050 DIA (PI10)
INVERT - 1200 DIA (PI12)
INVERT - 1350 DIA (PI13)
INVERT - 1500 DIA (PI15)
INVERT - 1650 DIA (PI16)
INVERT - 1800 DIA (PI18)
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 - 1200 DIA (V2)
PIPE - 1350 DIA (V3)
PIPE - 1500 DIA (V5)
PIPE - 1650 DIA (V6)
PIPE - 1800 DIA (V8)
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 - 225 HIGH (B1)
BOX CULVERT - 300 HIGH (B2)
BOX CULVERT - 375 HIGH (B3)
BOX CULVERT - 450 HIGH (B4)
BOX CULVERT - 600 HIGH (B6)
BOX CULVERT - 750 HIGH (B7)
BOX CULVERT - 900 HIGH (B9)
BOX CULVERT - 1050 HIGH (D0)
BOX CULVERT - 1200 HIGH (D1)
BOX CULVERT - 1500 HIGH (D2)
BOX CULVERT - 1800 HIGH (D3)
BOX CULVERT - 2100 HIGH (D4)
BOX CULVERT - 2400 HIGH (D5)
BOX CULVERT - 2700 HIGH (D6)
BOX CULVERT - 3000 HIGH (D7)
BOX CULVERT - 3300 HIGH (D8)
BOX CULVERT - 3600 HIGH (D9)
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
NOT FOR CONSTRUCTION
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
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 - 300MM DIA (PT03)
TREE TRUNK - 400MM DIA (PT04)
TREE TRUNK - 500MM DIA (PT05)
TREE TRUNK - 600MM DIA (PT06)
TREE TRUNK - 700MM DIA (PT07)
TREE TRUNK - 800MM DIA (PT08)
TREE TRUNK - 900MM DIA (PT09)
TREE TRUNK - 1000MM DIA (PT10)
TREE TRUNK - 1200MM DIA (PT12)
TREE TRUNK - 1500MM DIA (PT15)
TREE TRUNK - UNSPECIFIED DIAMETER (PTRE)
TREE FOLIAGE (TR)
TREE FOLIAGE - 1M SPREAD (PFO1)
TREE FOLIAGE - 2M SPREAD (PF02)
TREE FOLIAGE - 3M SPREAD (PF03)
TREE FOLIAGE - 4M SPREAD (PF04)
TREE FOLIAGE - 5M SPREAD (PF05)
TREE FOLIAGE - 6M SPREAD (PF06)
TREE FOLIAGE - 7M SPREAD (PF07)
TREE FOLIAGE - 8M SPREAD (PF08)
TREE FOLIAGE - 9M SPREAD (PF09)
TREE FOLIAGE - 10M SPREAD (PF10)
TREE FOLIAGE - 12M SPREAD (PF12)
TREE FOLIAGE - 15M SPREAD (PF15)
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)
SPEED ZONE - 50KMH (S5)
SPEED ZONE - 60KMH (S6)
SPEED ZONE - 70KMH (S7)
SPEED ZONE - 80KMH (S8)
SPEED ZONE - 90KMH (S9)
SPEED ZONE - 100KMH (S1)
SPEED ZONE - 110KMH (S2)
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
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-G006.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
SURVEY FEATURE LEGEND - SHEET 2 OF 2
G-6A 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
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
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-G007.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
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
G-7A 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
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
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,
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 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)
NOT FOR CONSTRUCTION
START: 0335, 0280, B2, 8.437FINISH: 0335, 0280, B2, 9.193D/00482
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-R002.dwgSF2012/019401/1MR335 WYONG ROAD, ENTERPRISE DRIVE & CHITTAWAY ROAD, BERKELEY VALE
DS2013/002060GHD 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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANEAUGMENTATION
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
VOLUME 1 DRAWING LIST - ROADWORKS (R)SHEET No. TITLE GHD DRG No. REVISION
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
VOLUME 1 DRAWING LIST - ROADWORKS (R)SHEET No. TITLE GHD DRG No. REVISION
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
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
TYPICAL SECTION - WYONG ROAD (NEAR Ch.50)SCALE 1:100
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
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-R101.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
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
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
TYPICAL SECTION - WYONG ROAD (NEAR Ch.320)SCALE 1:100
NEW PAVEMENT TO BE CONFIRMEDFOLLOWING COMPLETION OFPAVEMENT DESIGN NEW PAVEMENT TO BE CONFIRMED
FOLLOWING COMPLETION OFPAVEMENT DESIGN
SHARED PATH2.5m
VERGE1.0m
EXISTING SURFACE
TYPICAL SECTION - WYONG ROAD (NEAR Ch.300)SCALE 1:100
-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
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-R102.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
TYPICAL SECTIONS - SHEET 2 OF 7
R1-2A 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
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
TYPICAL SECTION - WYONG ROAD (NEAR Ch.440)SCALE 1:100
EASTBOUND WESTBOUND
VERGE1.0m
BDY
CONT
ROL
LINE
MC0
0
NEW PAVEMENT TO BE CONFIRMEDFOLLOWING COMPLETION OFPAVEMENT DESIGN
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%
TYPICAL SECTION - WYONG ROAD (NEAR Ch.480)SCALE 1:100
-3.0%
EXISTING SURFACE3.0%
TYPE 5 PEDESTRIAN FENCE
NEW PAVEMENT TO BE CONFIRMEDFOLLOWING COMPLETION OFPAVEMENT DESIGN
TYPE 5 PEDESTRIAN FENCE
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-R103.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
TYPICAL SECTIONS - SHEET 3 OF 7
R1-3A 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
E-OU
MM
E-OU
NA
E-OU
P3E-
TN0C
E-TN
15
E-W
M02
E-W
Z7B
REMO
VE
375 R
CP
TYPICAL SECTION - WYONG ROAD (NEAR Ch.550)SCALE 1:100
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%
TYPICAL SECTION - WYONG ROAD (NEAR Ch.500)SCALE 1:100
EXISTING SURFACE
TYPE 5 PEDESTRIAN FENCE
12 1
4
REMOVE EXISTINGCONCRETE PAVEMENT
NEW PAVEMENT TO BE CONFIRMEDFOLLOWING COMPLETION OFPAVEMENT DESIGN
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
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-R104.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
TYPICAL SECTIONS - SHEET 4 OF 7
R1-4A 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
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
TYPICAL SECTION - WYONG ROAD (NEAR Ch.600)SCALE 1:100
EASTBOUND WESTBOUNDCONT
ROL
LINE
MC0
0
BDY
BDY
NEW PAVEMENT TO BE CONFIRMEDFOLLOWING COMPLETION OFPAVEMENT DESIGN
EXISTING SURFACE
PARTIAL BARRIER FENCE
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
PARTIAL BARRIER FENCE
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
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-R105.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
TYPICAL SECTIONS - SHEET 5 OF 7
R1-5A 100% CONCEPT DESIGN G.R* 04.07.14
VOLUME 1SCALE 1:100 AT ORIGINAL SIZE
0 3m1 2
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
NEW PAVEMENT TO BE CONFIRMEDFOLLOWING COMPLETION OFPAVEMENT DESIGN
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
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-R106.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
TYPICAL SECTIONS - SHEET 6 OF 7
R1-6A 100% CONCEPT DESIGN G.R* 04.07.14
VOLUME 1SCALE 1:100 AT ORIGINAL SIZE
0 3m1 2
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
NEW PAVEMENT TO BE CONFIRMEDFOLLOWING COMPLETION OFPAVEMENT DESIGN
EXISTING SURFACE
EXISTING CONCRETEROUNDABOUT PAVEMENT AND
APPROACHES TO BE DEMOLISHED
EXISTINGFOOTPATH
1.8m
NEWFOOTPATH
1.6m
PARTIAL BARRIER FENCE
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-R107.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
TYPICAL SECTIONS - SHEET 7 OF 7
R1-7A 100% CONCEPT DESIGN G.R* 04.07.14
VOLUME 1SCALE 1:100 AT ORIGINAL SIZE
0 3m1 2
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
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-R301.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
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.
0
SCALE 1:500 AT ORIGINAL SIZE
15m5 10
PLANSCALE 1:500
DETAIL PLAN - SHEET 1 OF 8
R3-1A 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 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
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
DPDPDP
DP
DP
DP
DP
DPDP
DP DP DP DP DP DP
DP
DP
DP
DPDP
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 MC00MR335 WYONG ROAD
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 TO EXISTING PATH
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 EXISTINGSAFETY BARRIER
REMOVE EXISTINGRAISED ISLAND
REMOVE EXISTINGMEDIAN & BARRIERS
REMOVE EXISTINGSAFETY BARRIER
REMOVE EXISTING SA KERB
TIE TO EXISTINGKERB AND FOOTPATH
REMOVE EXISTING SA KERB
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
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-R302.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
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.
0
SCALE 1:500 AT ORIGINAL SIZE
15m5 10
PLANSCALE 1:500
DETAIL PLAN - SHEET 2 OF 8
R3-2A 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 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
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
60
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
DESIGN CONTROL MC00MR335 WYONG ROAD
MR335 WYONG ROAD
PEAC
HAV
ENUE
TIE TO EXISTING SHARED PATH
EXISTING PROPERTYACCESS TO BE MAINTAINED
EXISTING PROPERTYACCESS TO BE MAINTAINED
EXISTING PROPERTYACCESS TO BE MAINTAINED
EXISTING PROPERTYACCESS TO BE MAINTAINED
EXISTING PROPERTYACCESS TO BE MAINTAINED
EXISTING PROPERTYACCESS TO BE MAINTAINED
EXISTING PROPERTYACCESS TO BE MAINTAINED
EXISTING KERBTO BE REMOVED
EXISTING KERB TO BEREMOVED
EXISTING MEDIANTO BE REMOVED
EXISTING PROPERTYACCESS TO BE MAINTAINED
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
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-R303.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
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.
0
SCALE 1:500 AT ORIGINAL SIZE
15m5 10
PLANSCALE 1:500
DETAIL PLAN - SHEET 3 OF 8
R3-3A 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 1
ADJO
INS
SHEE
T R3
- 4
ADJO
INS
SHEE
T R3
- 2
TOTHE ENTRANCE
FROMWYONG
320 480
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
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 MC00MR335 WYONG ROAD
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
EXISTING PROPERTY ACCESSTO BE MAINTAINED
EXISTING PROPERTY ACCESSTO BE MAINTAINED
EXISTING PROPERTY ACCESSTO BE MAINTAINED
TIE TO EXISTING KERB
EXISTING PROPERTY ACCESSTO BE MAINTAINED
MODIFICATIONS TO EXISTINGPROPERTY TO BE CONFIRMED
REMOVE EXISTINGROUNDABOUT ISLAND
REMOVE EXISTINGSA KERB
REMOVE EXISTINGMEDIAN
REMOVE EXISTINGSA KERB
REMOVE EXISTINGSA KERB
REMOVE EXISTINGSA KERB
REMOVE EXISTINGMEDIAN
REMOVE EXISTINGSA KERB
REMOVE EXISTINGSF KERB
40
20
20
620
600
580
560
540
520
500
480
58.954 TP
631.502 TP
607.081 TP
0.000
REMOVE EXISTINGSF KERB
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-R304.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
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.
0
SCALE 1:500 AT ORIGINAL SIZE
15m5 10
PLANSCALE 1:500
DETAIL PLAN - SHEET 4 OF 8
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
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
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
DESIGN CONTROL MC00MR335 WYONG ROAD
MR335 WYONG ROAD
TIE TO EXISTING KERB
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
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-R305.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
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.
0
SCALE 1:500 AT ORIGINAL SIZE
15m5 10
PLANSCALE 1:500
DETAIL PLAN - SHEET 5 OF 8
R3-5A 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 1
ADJO
INS
SHEE
T R3
- 4
TOTHE ENTRANCE
FROMWYONG LIM
IT OF WORKS
640
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
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
REMOVE EXISTINGSA KERB
60 80 86.517 TP
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-R306.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
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.
0
SCALE 1:500 AT ORIGINAL SIZE
15m5 10
PLANSCALE 1:500
DETAIL PLAN - SHEET 6 OF 8
R3-6A 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 1
ADJO
INS
SHEE
T R3
-2
TOCHITTAWAY BAY
LIMIT
OF
WOR
KS
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
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
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-R307.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
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.
0
SCALE 1:500 AT ORIGINAL SIZE
15m5 10
PLANSCALE 1:500
DETAIL PLAN - SHEET 7 OF 8
R3-7A 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 1
ADJO
INS
SHEE
T R3
-2
LIMIT OF WORKS
LIMIT OF WORKS
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
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
TIE TO EXISTING KERB
TIE TO EXISTING PATH
TIE TO EXISTING KERB
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
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-R308.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
NOT FOR CONSTRUCTION
INTERSECTION UPGRADE, ROAD WIDENING AND LANE AUGMENTATION
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.
0
SCALE 1:500 AT ORIGINAL SIZE
15m5 10
PLANSCALE 1:500
DETAIL PLAN - SHEET 8 OF 8
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
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
10 SPACECARPARK
RIGHT OF WAY