Attachment 5- Upgrade of Existing Intersections (Activity ...

GHD | Report for Roads and Maritime Services - Nambucca Heads to Urunga Pacific Highway Upgrade, 21/22398

Attachment 5- Upgrade of Existing

Intersections (Activity 5b) – Ballards

Road Works Design Package (TW3)

ORIGINAL DRAWING AT A1 SIZE

REVPHASE

STATUS

CO-ORDINATE SYSTEM: MGA Zone 56 HEIGHT DATUM: A.H.D.

CLIENT

0 5 10 15 20 25 mm ON A3 ORIGINALDESCRIPTIONDATEREV APPROVALREVIEWED

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE

This Drawing may have been prepared using colour and may be incomplete if copiedDRAWN

PROJECT

DRAWING No

RMS PLAN REGISTRATION NoDESIGN LOT

CONTRACTOR

DATE

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Constructing Australia's Future

NAMBUCCA AND BELLINGEN SHIRE COUNCILSPACIFIC HIGHWAY UPGRADE

NAMBUCCA HEADS TO URUNGA

PROJECT MANAGER

LOCALITY SKETCHNOT TO SCALE

PROJECT

NAMBUCCAHEADS

HYLANDPARK

VALLABEACHVALLA

NAMBUCCASTATE FOREST

NEWRYSTATE FOREST

TARKEETHSTATE FOREST URUNGA

MYLESTOMFERNMOUNTWEEKES

BOLLANOLLASTATE FOREST

TEEWINGA

TASMANSEA

EXIST

.

PAC

NORT

HCO

AST

RAIL W

AY

RALEIGH

IFIC

BELLINGEN HWY

ROADS AND MARITIME SERVICES

NAMBUCCA AND BELLINGEN SHIRE COUNCILS

H10 PACIFIC HIGHWAY UPGRADENAMBUCCA HEADS TO URUNGA

TEMPORARY TRAFFIC MANAGEMENT - TW3

COVER SHEET

PRELIMINARY DETAILED DESIGN

BALLARDS ROAD


AF

23/08/13 AF

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COVER SHEETTEMPORARY TRAFFIC MANAGEMENT - TW3

1


1NH2U-DG-TW-3001AO AO

TO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

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3/20

131:

40:54

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NAME

:ARN

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PROJECT MANAGER

DRAWING INDEX

DRAWING NO. DRAWING NAME


AF

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DRAWING INDEXTEMPORARY TRAFFIC MANAGEMENT - TW3

1



TO

AODS2013/000070

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23/08/13

23/08/13

23/08/13

23/08/13

NH2U-DM-TW-3001 TEMPORARY TRAFFIC MANAGEMENT - TW3 COVER SHEETNH2U-DM-TW-3002 TEMPORARY TRAFFIC MANAGEMENT - TW3 DRAWING INDEXNH2U-DM-TW-3003 TEMPORARY TRAFFIC MANAGEMENT - TW3 NOTESNH2U-DM-TW-3004 TEMPORARY TRAFFIC MANAGEMENT - TW3 LEGENDNH2U-DM-TW-3011 TEMPORARY TRAFFIC MANAGEMENT - TW3 DRAINAGE DETAILS SHEET 1NH2U-DM-TW-3012 TEMPORARY TRAFFIC MANAGEMENT - TW3 TYPICAL DETAILS SHEET 1NH2U-DM-TW-3015 TEMPORARY TRAFFIC MANAGEMENT - TW3 TYPICAL SECTIONS SHEET 1NH2U-DM-TW-3016 TEMPORARY TRAFFIC MANAGEMENT - TW3 TYPICAL SECTIONS SHEET 2NH2U-DM-TW-3101 TEMPORARY TRAFFIC MANAGEMENT - TW3 BALLARDS ROAD INTERSECTION GENERAL ARRANGEMENT - SHEET 1NH2U-DM-TW-3102 TEMPORARY TRAFFIC MANAGEMENT - TW3 BALLARDS ROAD INTERSECTION GENERAL ARRANGEMENT - SHEET 2NH2U-DM-TW-3103 TEMPORARY TRAFFIC MANAGEMENT - TW3 BALLARDS ROAD INTERSECTION GENERAL ARRANGEMENT - SHEET 3NH2U-DM-TW-3111 TEMPORARY TRAFFIC MANAGEMENT - TW3 BALLARDS ROAD INTERSECTION SIGNS AND LINEMARKING - SHEET 1NH2U-DM-TW-3112 TEMPORARY TRAFFIC MANAGEMENT - TW3 BALLARDS ROAD INTERSECTION SIGNS AND LINEMARKING - SHEET 2NH2U-DM-TW-3113 TEMPORARY TRAFFIC MANAGEMENT - TW3 BALLARDS ROAD INTERSECTION SIGNS AND LINEMARKING - SHEET 3NH2U-DM-TW-3201 TEMPORARY TRAFFIC MANAGEMENT - TW3 LONGITUDINAL SECTION - MC50 BALLARDS RD INTERSECTION SHEET 1NH2U-DM-TW-3202 TEMPORARY TRAFFIC MANAGEMENT - TW3 LONGITUDINAL SECTION - MC60 BALLARDS RD INTERSECTION SHEET 2NH2U-DM-TW-3301 TEMPORARY TRAFFIC MANAGEMENT - TW3 CROSS SECTIONS - MC50 BALLARDS RD INTERSECTION SHEET 1NH2U-DM-TW-3302 TEMPORARY TRAFFIC MANAGEMENT - TW3 CROSS SECTIONS - MC50 BALLARDS RD INTERSECTION SHEET 2NH2U-DM-TW-3303 TEMPORARY TRAFFIC MANAGEMENT - TW3 CROSS SECTIONS - MC50 BALLARDS RD INTERSECTION SHEET 3NH2U-DM-TW-3304 TEMPORARY TRAFFIC MANAGEMENT - TW3 CROSS SECTIONS - MC50 BALLARDS RD INTERSECTION SHEET 4NH2U-DM-TW-3305 TEMPORARY TRAFFIC MANAGEMENT - TW3 CROSS SECTIONS - MC50 BALLARDS RD INTERSECTION SHEET 5NH2U-DM-TW-3306 TEMPORARY TRAFFIC MANAGEMENT - TW3 CROSS SECTIONS - MC50 BALLARDS RD INTERSECTION SHEET 6NH2U-DM-TW-3307 TEMPORARY TRAFFIC MANAGEMENT - TW3 CROSS SECTIONS - MC50 BALLARDS RD INTERSECTION SHEET 7NH2U-DM-TW-3308 TEMPORARY TRAFFIC MANAGEMENT - TW3 CROSS SECTIONS - MC50 BALLARDS RD INTERSECTION SHEET 8NH2U-DM-TW-3309 TEMPORARY TRAFFIC MANAGEMENT - TW3 CROSS SECTIONS - MC50 BALLARDS RD INTERSECTION SHEET 9NH2U-DM-TW-3310 TEMPORARY TRAFFIC MANAGEMENT - TW3 CROSS SECTIONS - MC60 BALLARDS RD INTERSECTION SHEET 1

GENERAL NOTES

1. THE CONSTRUCTION TEAM IS RESPONSIBLE FOR CONFIRMING THEEXACT LOCATION OF ALL EXISTING AND RELOCATED PUBLIC UTILITYPLANT (PUP) PRIOR TO COMMENCEMENT OF ANY WORKS. THECONSTRUCTION TEAM SHALL CARRY OUT THE ROADWORKS IN SUCH AMANNER TO AVOID ANY DAMAGE TO EXISTING PUP.

2. THE EXISTING SERVICES INFORMATION SHOWN ON THE DRAWINGS HASBEEN COMPILED FROM SURVEY INFORMATION AND INFORMATIONSUPPLIED BY THE CONTRACTOR.

3. CONNECTION OF TEMPORARY TRAFFIC WORKS TO EXISTING PAVEMENTTO BE CONSTRUCTED BY SAWCUTTING AND WIDENING AS SHOWN ONPAVEMENT DETAILS DRG. NO. 3012.

4. THE CONSTRUCTION TEAM SHALL ENSURE THAT MEDIANS, TEMPORARYPAVEMENTS, CROSSOVER AND RAMPS ARE KEPT FREE DRAININGDURING THEIR CONSTRUCTION AND USE.

5. ALL PORTABLE SAFETY BARRIER UNITS THAT ARE NOT FLAREDOUTSIDE THE CLEAR ZONE, SHALL HAVE AN END TREATMENT WHICHSATISFIES RMS STANDARDS.

6. ALL PORTABLE SAFETY BARRIER UNITS TO BE INSTALLED INACCORDANCE WITH MANUFACTURER'S SPECIFICATION. WHERE TRITONBARRIERS ARE SPECIFIED AND ARE INTENDED TO ACT AS ACONTAINMENT SYSTEM, THEY SHALL BE FILLED WITH WATER, AS PERTHE MANUFACTURER'S SPECIFICATIONS.

7. THE CONSTRUCTION TEAM IS TO ENSURE WORKERS DO NOT ENTERWITHIN THE MANUFACTURER'S SPECIFIED DEFLECTION ZONE BEHINDANY SPECIFIED BARRIER.

8. THE CONSTRUCTION TEAM SHALL ASSESS AND MANAGEAPPROPRIATELY THE INTERFACE BETWEEN ALL ROAD USERS(PEDESTRIANS, CYCLISTS AND MOTORISTS) AND THE SITE OPERATIONSINCLUDING ACCESS AND EGRESS.

9. ADEQUATE PAVEMENT WIDTH (OR SEALED VERGE) BEHIND ALLPORTABLE SAFETY BARRIERS IS TO BE PROVIDED IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS TO ALLOW SAFE DEFLECTIONSHOULD THEY BE STRUCK.

10. TRAFFIC CONTROL IS TO BE IN ACCORDANCE WITH THE RMS TRAFFICCONTROL AT WORK SITES MANUAL AND AS1742.3.

11. ALL SIGNS ARE TO BE SIZE "C" WITH CLASS 1 RETROREFLECTIVESHEETING UNLESS OTHERWISE SPECIFIED.

12. EXISTING SIGNAGE CONFLICTING WITH THIS TEMPORARY TRAFFICWORKS PLAN ARE TO BE COVERED OR REMOVED. PARTICULARATTENTION SHALL BE GIVEN TO SIGNAGE ASSOCIATED WITH SPEEDCONTROL AND CHANGES IN CARRIAGEWAY WIDTH, SUCH ASOVERTAKING LANES.

13. EXISTING PAVEMENT MARKINGS CONFLICTING WITH THIS TEMPORARYTRAFFIC WORKS PLAN ARE TO BE REMOVED BY BLASTING ,GRINDINGOR SEALING OVER. PARTICULAR ATTENTION SHALL BE GIVEN TODIRECTIONAL PAVEMENT ARROWS.

14. A VEHICLE MOVEMENT PLAN SHALL BE PREPARED FOR CONSTRUCTIONVEHICLE ENTRY/EXIT AT EACH SITE.

15. INTERSECTION AND DIRECTION SIGNS SHALL BE RELOCATED WHERENECESSARY TO BE VISIBLE AT ALL TIMES.

16. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT CURRENTWORKPLACE HEALTH AND SAFETY LEGISLATION.

17. SITE ACCESS GATES ARE TO BE CLOSED AFTER HOURS OR WHEN NOTIN USE.

18. REFLECTIVE DELINEATORS ARE TO BE INSTALLED ON ALL NEWPAVEMENT MARKINGS AND BARRIERS IN ACCORDANCE WITH RMSGUIDELINES.

19. CLEAR VEGETATION AS DIRECTED BY TRAFFIC MANAGER ANDENVIRONMENT MANAGER TO MAINTAIN SIGHT LINES AT HORIZONTALCURVES, DRIVEWAYS AND INTERSECTIONS.

20. EXISTING DRAINAGE PATHS TO BE MAINTAINED AT ALL TIMES.21. VMS SIGNS TO BE PROVIDED FOR ONE WEEK PRIOR AND TWO WEEKS

AFTER OPENING ON THE PACIFIC HIGHWAY EITHER SIDE OF EACHINTERSECTION TO ALERT DRIVERS OF CHANGES TO INTERSECTIONCONFIGURATIONS.

SPECIFICATIONS

UTILITY INFORMATION SHOWN ON THE PLANS DOES NOTDEPICT ANY MORE THAN THE PRESENCE OF A SERVICE,BASED ON AVAILABLE DOCUMENTARY EVIDENCE. THEPRESENCE OF A UTILITY SERVICE, ITS SIZE AND LOCATIONSHOULD BE CONFIRMED BY FIELD INSPECTION, PRIOR TO THECOMMENCEMENT OF ROADWORKS AND THE RELEVANTUTILITY PLANS OBTAINED BY DIALING 1100 OR FAX 1300 652077 (DIAL BEFORE YOU DIG). CAUTION SHOULD BE EXERCISEDWHEN WORKING IN THE VICINITY OF ALL UTILITY SERVICES.

1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE FOLLOWING SPECIFICATION LIST WHEREAPPLICABLE.

ROADWORKS SPECIFICATION

RMS D&C G10 TRAFFIC MANAGEMENTRMS D&C R11 STORMWATER DRAINAGERMS D&C R15 KERBS & GUTTERSRMS D&C R16 PRECAST REINFORCED CONCRETE BOX CULVERTSRMS D&C R23 PLASTIC FLEXIBLE PIPESRMS D&C R24 PRECAST CONCRETE ARCHESRMS D&C R31 VERTICAL WICK DRAINSRMS D&C R33 TRENCH DRAINSRMS D&C R37 INTRA-PAVEMENT DETAILSRMS D&C R38 EDGE DRAINSRMS D&C R40 HORIZONTAL DRAINSRMS D&C R44 EARTHWORKS (CUT, FILL, IMPORTED FILL AND IMPORTED SELECTED MATERIAL)RMS D&C R49 CONSTRUCTION OF VERGESRMS D&C R50 STABILISATION OF EARTHWORKSRMS D&C R53 CONCRETE (FOR GENERAL USE) MORTAR AND GROUTRMS D&C R55 ROCK FILLED GABION AND MATTRESSESRMS D&C R58 CONSTRUCTION OF REINFORCED SOIL NAIL WALLSRMS D&C R63 GEOTEXTILES (SEPARATION AND FILTRATION)RMS D&C R64 SOIL NAILINGRMS D&C R67 HIGH STRENGTH GEOSYNTHETIC REINFORCEMENTRMS D&C R68 SHOTCRETE WORKS WITHOUT STEEL FIBRESRMS D&C R71 UNBOUND PAVEMENT COURSE (NORMAL DUTY)RMS D&C R73 HEAVILY BOUND PAVEMENT COURSE (PLANT MIXED USING SLOW SETTING BINDERS)RMS D&C R75 IN SITU PAVEMENT RECYCLING BY DEEP-LIFT CEMENTITIOUS STABILISATIONRMS D&C R82 LEAN-MIX CONCRETE SUBBASERMS D&C R83 JOINTED CONCRETE BASERMS D&C R84 CONTINUOUSLY REINFORCED CONCRETE BASERMS D&C R106 SPRAYED BITUMINOUS SURFACING (WITH CUTBACK BITUMEN)RMS D&C R107 SPRAYED BITUMINOUS SURFACING (WITH POLYMER MODIFIED BINDER)RMS D&C R109 BITUMINOUS SLURRY SURFACINGRMS D&C R111 SPRAYED BITUMINOUS SURFACING (WITH BITUMEN EMULSION)RMS D&C R116 ASPHALT (DENSE GRADED AND OPEN GRADED)RMS D&C R119 OPEN GRADED ASPHALTRMS D&C R121 STONE MASTIC ASPHALTRMS D&C R131 GUIDE POSTSRMS D&C R132 SAFETY BARRIER SYSTEMSRMS D&C R141 PAVEMENT MARKINGRMS D&C R142 RAISED PAVEMENT MARKINGRMS D&C R143 SIGN POSTINGRMS D&C R145 PAVEMENT MARKING (PERFORMANCE BASED)RMS D&C R151 STREET LIGHTINGRMS D&C R152 EMERGENCY TELEPHONESRMS D&C R173 GENERAL CONCRETE PAVINGRMS D&C R174 LANDSCAPE MAINTENANCERMS D&C R176 NATIVE SEED COLLECTIONRMS D&C R178 VEGETATIONRMS D&C R179 LANDSCAPE PLANTINGRMS D&C R201 FENCINGRMS D&C R221 DYNAMIC REPLACEMENTRMS D&C R223 DEEP SOIL MIXING USING DRY MIX METHODRMS D&C R224 WET DEEP SOIL MIXINGRMS D&C R225 CONCRETE INJECTION COLUMNSRMS D&C R271 DESIGN AND CONSTRUCTION OF NOISE WALLSTSI-SP-003 COMMUNICATIONS PROTOCOL FOR ROADSIDE DEVICESTSI-SP-008 GENERAL REQUIREMENTS FOR THE DESIGN, INSTALLATION, COMMISSIONING AND

MAINTENANCE OF VARIABLE MESSAGE SIGNSTSI-SP-017-DCM SPECIFICATION FOR THE CONSTRUCTION OF UNDERGROUND CABLEWAYS

2. ALL CONSTRUCTION MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONFOR THE WORKS TOGETHER WITH THE REQUIREMENT OF ALL RELEVANT CODES OF PRACTICE REFERREDTO THEREIN AND THE REQUIREMENTS OF ALL STATUTORY AUTHORITIES WHERE APPLICABLE.

3. THE MAINTENANCE FOR TEMPORARY TRAFFIC WORKS IS TO BE IN ACCORDANCE RMS D&C G10.

MATERIALS SPECIFICATION

RMS D&C 3051 UNBOUND AND MODIFIED BASE AND SUBBASE MATERIALS FOR SURFACEROAD PAVEMENTS

RMS D&C 3061 BOUND AND UNBOUND MATERIAL FOR PAVEMENT REPAIRSRMS D&C 3071 SELECTED MATERIAL FOR FORMATIONRMS D&C 3151 COVER AGGREGATE FOR SPRAYED BITUMINOUS SURFACINGRMS D&C 3152 AGGREGATES FOR ASPHALTRMS D&C 3153 RECLAIMED ASPHALT PAVEMENT MATERIALRMS D&C 3202 WAX EMULSION CONCRETE CURING COMPOUNDRMS D&C 3204 PREFORMED JOINT FILLERS FOR CONCRETE ROAD PAVEMENTS AND

STRUCTURESRMS D&C 3211 PORTLAND AND BLENDED CEMENTSRMS D&C 3222 NO-FINES CONCRETERMS D&C 3252 POLYMER MODIFIED BINDERRMS D&C 3253 BITUMEN FOR PAVEMENTSRMS D&C 3254 BITUMEN EMULSIONRMS D&C 3256 COMMINUTED SCRAP RUBBERRMS D&C 3258 AGGREGATE PRECOATING AGENT (FOR BITUMEN)RMS D&C 3259 BITUMEN ADHESION AGENT (FOR BITUMEN)RMS D&C 3261 CUTBACK BITUMENRMS D&C 3268 AGGREGATE PRECOATING AGENT (FOR POLYMER MODIFIED BITUMEN)RMS D&C 3269 BITUMEN ADHESION AGENT (FOR POLYMER MODIFIED BITUMEN)RMS D&C 3351 ROAD MARKING PAINTRMS D&C 3352 FLUORESCENT PLASTIC TRAFFIC CONESRMS D&C 3353 GLASS BEADS (FOR APPLICATION TO ROAD MARKING MATERIALS)RMS D&C 3354 ADHESIVES FOR RAISED PAVEMENT MARKER INSTALLATIONRMS D&C 3356 WATERBORNE ROAD MARKING PAINTRMS D&C 3357 THERMOPLASTIC ROAD MARKING MATERIAL)RMS D&C 3359 PROFILE THERMOPLASTIC ROAD MARKING MATERIALRMS D&C 3360 TWO PART COLD APPLIED ROAD MARKING MATERIALRMS D&C 3368 SKID RESISTANT FRICTION COATING FOR TEMPORARY STEEL ROAD PLATESRMS D&C 3385 BARRIER BOARDSRMS D&C 3400 MANUFACTURE AND DELIVERY OF ROAD SIGNSRMS D&C 3411 SUPPLY OF GUIDE POSTS - TIMBERRMS D&C 3412 SUPPLY OF GUIDE POSTS - NON-TIMBERRMS D&C 3552 DRAINAGE PIPE (CORRUGATED PERFORATED PLASTIC)RMS D&C 3553 SEAMLESS TUBULAR FILTER FABRICRMS D&C 3555 DRAINAGE PIPE (SLOTTED FIBRE-REINFORCED CONCRETE)RMS D&C 3556 STRIP FILTER (GEOCOMPOSITE PLASTIC)RMS D&C 3580 AGGREGATE FILTER MATERIALS FOR SUBSURFACE DRAINAGERMS D&C 3651 PAINTS AND THINNERS FOR STEELWORKRMS D&C 3851 STEEL TAPERED LIGHTING COLUMNSRMS D&C P3074A DESIGN, SUPPLY AND DELIVERY OF SOLAR POWERED, TRAILER MOUNTED,

VARIABLE MESSAGE SIGNS (VMS)

N.T.S.


REVPHASE

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DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

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PROJECT MANAGERPRELIMINARY DETAILED DESIGN

AF

23/08/13 AF

TI

NOTESTEMPORARY TRAFFIC MANAGEMENT - TW3

1



TO

AODS2013/000070

PDD

TW3

23/08/13

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SIGN POST

SIGN POST DOUBLE SIDED

SPIKEDUMPY PEGBOUNDARY PEG

HAZARDOUS SITE

BORE HOLE

BUILDING FLOOR LEVEL

EDGE OF GARDEN

TREE TRUNK

PEG

BRIDGE PIER COLUMN POINT

RETAINING WALLSTAIRS

FENCEFENCE POST GUIDE POST

HEADSTONE

LARGE SIGN

MAILBOX

MX SURVEY MARK

PM, SSM OR CONTROL MARK

TREE FOLIAGE

SURVEY LEGEND

PUMP

TEST PIT

UNDERGROUND TANK POINTTOP OF RAIL

GUARD FENCE

GATE

GENERAL

GULLY PIT

SUBSOIL DRAIN OUTLET

DRAINAGE PIT

TABLE DRAIN

JUNCTION MANHOLE

HEADWALLINVERT LEVEL AND SIZE

KERB INLET

UNIDENTIFIED POLE

UNIDENTIFIED SERVICE

BATTER DRAIN

DISH DRAIN

DRAINAGE

PIPE AND SIZE

WATER COURSE

OBVERT LEVEL

SUBSOIL FLUSH JOINTCONCRETE JUNCTION BOX

WATER LEVEL POINT

LIGHT AND POWER TRANSFORMER

STAY ANCHOR POLE

RELOCATED TELEPHONE LINE

EXISTING TELEPHONE LINE

ABANDONED OPTICAL FIBRE

RELOCATED TRANSMISSION LINE

EXISTING TRANSMISSION LINE

LIGHTING CABLE

LIGHT POLE

POWER POLE

LIGHT AND POWER POLE

OPTICAL FIBRE CABLE MARKER

OPTICAL FIBRE PITMAIN PIT

TELEPHONE CABLE MARKER

ELECTRICITY

LIGHT WITH OUTREACH

COMMUNICATIONS

SEPTIC TANK

MANHOLE COVER

TAP

METER

STOP VALVE

EXISTING MAIN

AIR VALVEHYDRANT

MAIN MARKER

SEWER

WATER

WIRE ROPE SAFETY BARRIERG4 SAFETY BARRIEREDGE OF PAVEMENTRETAINING WALLPORTABLE CONCRETE BARRIER

DESIGN LEGENDGENERAL

TEMPORARY WORKS CONTROL LINE, TP &CHAINAGE MARK

WATERFILLED BARRIER

TEMPORARY CONSTRUCTION PARAWEB FENCINGEXISTING PAVEMENT

PROPOSED PAVEMENT (TYPE T1)

PROPERTYPROJECT BOUNDARY

LOCAL ROAD CORRIDOR BOUNDARY

CLEARING LIMITS

SERVICES CORRIDOR BOUNDARYEXISTING TITLE BOUNDARY

IN 55.785

SD15.298

OB 49.453

450 Dia

WL 59.453

BP

SK

TP 13

DP

BP

FL 12.12

129.201

?P

EP

JB

WM

RELOCATED MAINABANDONED MAIN

450

?

SK17105.769

126.446

SF

ABANDONED TRANSMISSION LINE

EXISTING OPTICAL FIBRE

ABANDONED TELEPHONE LINE

RELOCATED OPTICAL FIBRE

OFC

OFP

TSP

TC

WH

PUMP

BH 13

NEW SIGN FACE

80

EXISTING SIGN AND POST TO BE REMOVED

EXISTING SIGN TO REMAIN

EXISTING SIGN TO BE RELOCATED

NEW POSITION OF RELOCATED SIGN AND POST1R

1

NEW SIGN FACE INSTALLED ON EXISTING POSTS.F.O.

EXISTING SIGN FACE

EXISTING SIGN TO BE REMOVED ORCOVERPLATE REQUIRED80

NEW SIGN FACE INSTALLED ON NEW POST

SIGNS & LINEMARKING LEGEND

DRAINAGE LEGEND

CRASH CUSHION(QUADGUARD CZ OR RMS APPROVED EQUIVALENT)

E ELECTRICITY

T TELSTRA

SERVICE CONFLICTS

S SEWER

G GAS

W WATER

(AS SPECIFIED ON PLAN)

DRAIN TAG

"D" DENOTES DRAIN DEPTH (M)"S" DENOTES DRAIN SIDE SLOPE (1:S)"W" DENOTES DRAIN BASE WIDTH (M)

TYPES OF DRAIN(C) DENOTES CONCRETE(V) DENOTES VEGETATED(R) DENOTES ROCK PROTECTION(M) DENOTES STEEL-WIRE MATTRESS LINED

FOR DRAIN TYPES REFER TO TYPICALDETAIL DRAWINGS

"W"

"D"

Culvert 5E

Type 1(R)W=2.0 S=2.0 D=0.5

1

"S"

TYPICAL LABEL DESCRIPTIONS

DRAIN / CATCH DRAIN ( AS SPECIFIED)

INTERFACE DRAIN

TRENCH DRAIN

CULVERT - TRANSVERSE

CULVERT - LONGITUDINAL (Ø450 UNO)

GULLY INLET/JUNCTION BOX

INTERFACE DRAIN CLEANOUT

ACCESS CHAMBER

HEADWALL/WINGWALL

SCOUR PROTECTION (ROCK PROTECTION)

TYPE OF DRAIN

LONGITUDINAL STORMWATER STRUCTURE LABEL

"A" DENOTES LINE NUMBER

"1" DENOTES STRUCTURE NUMBER

1/100A0.0321ha

DENOTES DRAINAGE STRUCTURE, NETWORKAND LINE NUMBERSDENOTES CATCHMENT AREA

CULVERT LABEL - TRANSVERSE DRAINAGE

PERMANENT ROAD GEOMETRY

1A

UTILITIES

CROSS SECTIONSFINAL DESIGN

TEMPORARY WORKS CURRENT STAGE DESIGN

TEMPORARY WORKS PREVIOUS STAGE DESIGN

TEMPORARY WORKS NEXT STAGE DESIGNEXISTING SURFACE

PROPOSED WATER MAIN

PROPOSED ELECTRICITY LINE

PROPOSED TELEPHONE LINE

DIVIDING BARRIER LINE (BB)

DIVIDING SEPARATION LINE (S1)

EDGE LINE (E3)

CONTINUITY LINE (C1)

EDGE LINE (E1)

UNBROKEN LANE LINE (L3)

TEMPORARY LIGHTING (INDICATIVE LOCATION ONLY)

OUTSIDE OF TRAFFIC ISLAND (E4)

OUTSIDE OF PAINTED MEDIAN (E5)

PAVEMENT ARROW (RA2(L))PAVEMENT ARROW (RA2(R))PAVEMENT ARROW (RA5(L))PAVEMENT ARROW (RA5(R))

PROPOSED PAVEMENT (TYPE T2)

DIVIDING BARRIER LINE (BB1)

N.T.S.


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

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3/20

131:

41:11

PMLO

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NAME

:ARN

OLO

CATI

ON:S

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cts\9

0001

\ACA

D\DR

AWIN

GS\03

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3\NH2

U-DM

-TW

-3004

.dwg




PROJECT MANAGERPRELIMINARY DETAILED DESIGN

AF

23/08/13 AF

TI

LEGENDTEMPORARY TRAFFIC MANAGEMENT - TW3

1



TO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

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23/08/13

1SS

1

VEGETATED

D

75mm TOPSOIL ANDHYDROMULCH


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

131:

41:20

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

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cts\9

0001

\ACA

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3\NH2

U-DM

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-3011

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PROJECT MANAGER

A

TD01A

TYPICAL DETAILHYDROMULCH LINED V-DRAIN TYPE 1(M)


CF

23/08/13 AF

TI

SHEET 1DRAINAGE DETAILS


1

SUBSTANTIAL DETAILED DESIGN


TO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

24/07/13

23/08/13

NOTE:1. FOR GENERAL NOTES REFER TO DRG. NO. NH2U-DG-TW-0007.2. FOR LEGEND REFER TO DRG. NO. NH2U-DG-TW-0008.3. FOR DRAINAGE DETAILS REFER TO DRG. NO. NH2U-DG-TW-0026.4. FOR PAVEMENT DETAILS REFER TO DRG. NO. NH2U-DG-TW-0027.

EXISTING SURFACE

40 AC14 (AR450)

300 MIN. HEAVILY BOUND BASE

300 MIN. SMZ (CBR 30%)

SUBGRADE (CBR 5%)

NEW TEMPORARY PAVEMENTTYPE T1 (NOM.)

EXISTING PAVEMENT

PAVEMENT WIDENING

150NOM.

SAW

CU

T

PROFILE EXISTING ASPHALT AT JOINT(NOM. 150 WIDE)FINAL WIDTH TO BE DETERMINED ON SITEIMMEDIATELY PRIOR TO ASPHALTING TOENSURE A CLEAN EDGE IS OBTAINED

150 WIDE BITUTHENE STRIP

BITUMEN TACK COAT, 0.2l/m² (CL320)

NO FINES CONCRETE INTERFACE DRAIN WRAPPEDIN GEOTEXTILE WITH 65 DIAMETER TYPE 1 CLASS400 PERFORATED PLASTIC DRAINAGE PIPE(INTERFACE DRAIN)

300

50

300mm MIN. HEAVILY BOUND BASE

40mm AC14 (AR450)

300mm MIN. SMZ (CBR 30%)

SUBGRADE (CBR 5%)

BITUMEN TACK COAT, 0.2l/m² (CL320)

0.5m MIN.VERGE

4:1

1.0mROUNDING

1.2m MIN.SHOULDER

BATTER

HINGE POINT

CROSSFALL

ROUNDING

EXISTING SURFACE

500 (MIN)100mm AC14 (AR450)

EXISTING WIRE ROPEGUARDRAIL POST TO BEREMOVED

FILL VOID WITH HIGH STRENGTHHIGH FLOW GROUT TO 100mmFROM FSL

PROFILE EXISTING PAVEMENT ANDCONCRETE FOOTING 100mm DEEPAND 500mm WIDE.


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

131:

41:30

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3012

.dwg




PROJECT MANAGER

A

B

TJ01B

LONGITUDINAL PAVEMENT JOINTEXISTING PAVEMENT / TEMPORARY PAVEMENT

T1B

TYPICAL DETAILTEMPORARY PAVEMENT - TYPE T1

TD04A

TYPICAL DETAILVERGE ROUNDING


AF

23/08/13 AF

TI

SHEET 1TYPICAL DETAILS


1



TO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

26/07/13

23/08/13 C

TD03A

TYPICAL DETAILREPAIR EXISTING WIRE ROPE FOOTING


TYPICAL CROSS SECTIONSTN 300 MC50

PACIFIC HIGHWAY (BALLARDS ROAD)


PACIFIC HIGHWAY (BALLARDS ROAD)

1.5mEX SHLD

MC

50

1.2mSHLD

NORTHBOUND

3.5mEX SB LANE

1.2mEX SHLD EXISTING

SURFACE

SOUTHBOUND

3.9mEX MEDIAN

3.5mLANE

3.5mACCEL. LANE

3.5mEX NB LANE

3.5mEX NB LANE

FINAL DESIGNSURFACE

0.45mBUFFER

REMOVE EXISTINGG4 GUARDRAIL

REMOVE EXISTING WIREROPE GUARDRAIL.

3.5mLANE

1.5mSHLD

3.5mTURN LANE

WORKS AREA

REPAIR EXISTING WIRE ROPE GUARDRAILFOOTING AND MAKE TRAFFICABLE.REFER TD03 DRG. NO. 3012 FOR DETAILS.

PORTABLE CONCRETE BARRIER.REFER RMS MODEL DRG.MD.R132.D01.B

2.2mEX SHLD

MC

50

1.2mSHLD

NORTHBOUND

3.5mLANE

2.0mSHLD

3.5mEX SB LANE

2.9mEX SHLD

EXISTINGSURFACE

SOUTHBOUND

3.1mEX TURN LANE

3.5mLANE

3.5mTURN LANE

3.5mACCEL. LANE

3.5mEX NB LANE

3.5mEX NB LANE

FINAL DESIGNSURFACE

0.45mBUFFER

WORKS AREA

PAVEMENT JOINT. REFER TJ01DRG. NO. 3012 FOR DETAILS.

PAVEMENT TYPE T1 REFER DRG. NO.3012 FOR PAVEMENT DETAILS.


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

131:

41:39

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3015

.dwg




PROJECT MANAGER

0 1 2 3 4m


AF

23/08/13 AF

TI

SHEET 1TYPICAL SECTIONS


1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

26/07/13

23/08/13



(BALLARDS ROAD)

MC

60

3.5mLANE

3.5mLANE

1.2mSHLD

0.5mVERGE

0.5mVERGE

1.2mSHLD

EXISTINGSURFACE FINAL DESIGN

SURFACE

3:1 4:1

PAVEMENT TYPE T1 REFERDRG. NO. 3012 FORPAVEMENT DETAILS.

HYDROMULCH LINED V DRAIN TYPE 1(M)REFER TD01 DRG. NO. 3011. PAVEMENT TYPE T1 REFER

DRG. NO. 3012 FORPAVEMENT DETAILS.

PAVEMENT JOINT. REFER TJ01DRG. NO. 3012 FOR DETAILS.

4.7mEX LANE


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

131:

41:47

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3016

.dwg




PROJECT MANAGER

0 1 2 3 4m


AF

23/08/13 AF

TI

SHEET 2TYPICAL SECTIONS


1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

26/07/13

23/08/13


IN

IN 450Dia

450Dia

14.162

14.465

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XX

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

E

E

E

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XX

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

E

E

E

OZ

OZ

OZ

OZ

OZ

OZ

OZ

PROPOSED LINEMARKING TO JOINNEATLY TO EXISTING AT STATION 140.

CONTROL LINE MC50

PACIFIC HIGHWAY SOUTHBOUND

PACIFIC HIGHWAY NORTHBOUND

EXISTING PROPERTYACCESS TO REMAIN.


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

131:

55:53

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3101

.dwg




PROJECT MANAGER

0 5 10 15 20m


JOIN

SS

HEE

T2

AF

23/08/13 AF

TI

GENERAL ARRANGEMENT - SHEET 1BALLARDS ROAD INTERSECTION


1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13


OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

T

T

T

T

OC

OC

OC

OC

OC

OC

OC

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

XXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

X

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXX

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

T

T

T

T

OC

OC

OC

OC

OC

OC

OC

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

XXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

X

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXX

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

E

E

E

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

REMOVE EXISTING G4 GUARDRAIL NORTH OFSTN 250 AND CONNECT TO 'SPECIAL' JJ HOOKSTYPE F PRECAST BARRIER WITH CAST INANCHOR ASSEMBLY AS PER RMS MODELDRGS. MD.R132.C05.A AND MD.R132.H01.B.

CONTROL LINE MC50

80m DECELERATIONLANE AND TAPER.

130m ACCELERATIONLANE AND TAPER.

TJ010016

85m DECELERATIONLANE AND TAPER.

150m ACCELERATIONLANE AND TAPER.

CONTROL LINE MC60


BALLARDS

ROAD

3.0m WIDE 30m LONGRUNOUT AREA.


INTERFACE DRAIN AND OUTLETSAT 50m SPACING. REFER RMSMODEL DRG. MD.R33.A02.A.

CONSTRUCT NEW TEMPORARYPAVEMENT TYPE T1. REFERDRG. NO. 3012 FOR DETAILS.

TYPE 1(M)W = 0 S = 4:1 D = 0.5

JOIN NEATLY TO EXISTING PAVEMENT.

REMOVE EXISTING WIRE ROPEGUARDRAIL. REPAIR FOOTINGSAND CONCRETE ANCHOR BLOCKSAND MAKE TRAFFICABLE. REFERTD03 DRG. NO. 3012 FOR DETAILS.

INTERFACE DRAIN AND OUTLETSAT 50m SPACING. REFER RMSMODEL DRG. MD.R33.A02.A.

TJ010016

REMOVE EXISTING WIRE ROPEGUARDRAIL. REPAIR FOOTINGSAND CONCRETE ANCHOR BLOCKSAND MAKE TRAFFICABLE. REFERTD03 DRG. NO. 3012 FOR DETAILS.

CONSTRUCT NEW TEMPORARYPAVEMENT TYPE T1. REFERDRG. NO. 3012 FOR DETAILS.

TJ010016

TYPE 1(M)W = 0 S = 4:1 D = 0.5

ALIGNMENT AS PERDESIGN LOT TW6.


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

09:37

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3102

.dwg




PROJECT MANAGER

0 5 10 15 20m


JOIN

SS

HEE

T3JO

INS

SH

EET

1

AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13


OCOCOC

OC

XXXXXXXXXXXXXXXXX

EE

E EE E

EE E

EE E

EE E

E EE

EE

E EE E

EE E

EE E

EE E

E EE

EE

E EE

E EE

E EE E

EE E

EE E

E EE E

EE E

E EE E

EE

E EE E

EE E

E EE E

EE

E EE E

EE E

E EE

E EE

OC OCOC

OC

OCOCOC

OC

XXXXXXXXXXXXXXXXX

OC OCOC

OC

EE

E EE E

EE E

EE E

EE E

E EE

EE

E EE E

EE E

EE E

EE E

E EE

EE

E EE

E EE

E EE E

EE E

EE E

E EE E

EE E

E EE E

EE

E EE E

EE E

E EE E

EE

E EE E

EE E

E EE

E EE

CONTROL LINE MC50



PROPOSED LINEMARKING TO JOIN NEATLYTO EXISTING AT STATION 600.


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

23:45

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3103

.dwg




PROJECT MANAGER

0 5 10 15 20m


JOIN

SS

HEE

T2

AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13


R4-212

60

R4-

212

80

W5-205

W8-207 (L)

300

W5-22

E5

E5

E1

VMS

MO

BILE

/TRA

ILER

VMS

TOBE

PR

OVID

ED

FOR

1W

EEKAN

D2

WEEKS

FRO

MD

AYO

FC

OM

MISSIO

NIN

GN

EAR

TEMPO

RAR

YIN

TERSE

CTIO

N

SC

REEN

1:

LINE

1: CH

ANG

ED

LINE

2: TRA

FFIC

SC

REEN

2:

LINE

1: CO

ND

ITION

S

LINE

2: AHEAD

W2-9(R

)

CONTROL LINE MC50



*SIGN LOCATIONS TO BE CONFIRMEDON SITE DUE TO LIMITS OF EXISTINGGROUND SURVEY.

*

*

*

*ADVANCE ROADWORKS SIGNAGE ISINSTALLED SOUTH OF THE LIMITS OF THISDESIGN. REFER TCP-00XX FOR DETAILS.


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

24:46

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3111

.dwg




PROJECT MANAGER

0 5 10 15 20m


JOIN

SS

HEE

T2

AF

23/08/13 AF

TI

SIGNS AND LINEMARKING - SHEET 1BALLARDS ROAD INTERSECTION


1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13


R1-2

D4-1-1

85

E1

BB1

E1L3C1

TB

E1

E1

BB1L3

C1

L3

C1

C1

9R9

85

W2-3

D4-6

BB

W2-9(R

)

SFO

W2-

9(L)

SFO

RELOCATED SIGN

W5-22

10R

10

R4-

212

60R

4-212 60

CONTROL LINE MC50

CONTROL LINE MC60

PACIFIC HIGHWAY SOUTHBOUNDPACIFIC HIGHWAY NORTHBOUND

BALLARDS

ROAD

INSTALL PAVEMENT ARROWSRA5(L) AT 25m SPACING

INSTALL PAVEMENT ARROWSRA2(R) AT 25m SPACING

INSTALL PAVEMENT ARROWSRA2(L) AT 25m SPACING

INSTALL PAVEMENT ARROWSRA5(R) AT 25m SPACING


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

25:47

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3112

.dwg




PROJECT MANAGER

0 5 10 15 20m


JOIN

SS

HEE

T3JO

INS

SH

EET

1

AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13


E1

E5E1

E5

W5-

205

W8-

207(

R)

400

R4- 212

80

R4-

212

60

VM

S

MO

BIL

E/T

RA

ILE

RV

MS

TOBE

PRO

VID

ED

FOR

1W

EE

KA

ND

2W

EEKS

FRO

MD

AY

OF

CO

MM

ISS

ION

ING

NEA

RTE

MPO

RAR

Y

INTE

RSE

CTI

ON

SC

REE

N1:

LIN

E1:

CH

ANG

EDLI

NE

2:TR

AFF

ICS

CR

EEN

2:LI

NE

1:C

ON

DIT

ION

SLI

NE

2:AH

EAD

CONTROL LINE MC50



*SIGN LOCATIONS TO BE CONFIRMEDON SITE DUE TO LIMITS OF EXISTINGGROUND SURVEY.

*

*

*

*


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

26:49

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3113

.dwg




PROJECT MANAGER

0 5 10 15 20m


JOIN

SS

HEE

T2

AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13


CROSSFALL TO MATCH EXISTING

LEVELS TO MATCH EXISTING

0.00

0

145.

000

IP.C

H

IP.C

H

11.4

00

22.5

54

HT

HT

0.00

0

145.

000

11.4

00

22.5

54

HT

HT

BA

LLA

RD

SR

OA

DIN

TER

SE

CTI

ON

DESIGN HEIGHT

NATURAL SURFACE

STATION

VERTICAL DATA

HORIZONTAL DATA

SUPERELEVATION

LONGITUDINAL SECTION MC50

11.4

00

12.9

39

14.4

77

16.0

16

17.5

54

19.0

93

20.6

31

22.1

70

23.7

48

25.2

95

26.8

48

28.3

15

29.7

65

31.2

87

32.7

70

34.0

69

35.0

28

35.6

44

35.8

80

35.7

47

35.2

90

34.5

42

33.5

77

32.4

57

31.2

66

30.0

48

28.7

32

27.4

18

26.0

98

24.7

93

23.5

17

22.5

5322

.553

20.6

82

22.2

05

23.7

48

25.2

95

26.8

48

28.3

15

29.7

65

31.2

87

32.7

70

34.0

69

35.0

28

35.6

44

35.8

80

35.7

47

35.2

90

34.5

42

33.5

77

32.4

57

31.2

66

30.0

48

28.7

32

27.4

18

26.0

98

24.7

93

23.5

17

22.5

5322

.553

0 20 40 60 80

100

120

140

160

180

200

220

240

260

280

300

320

340

360

380

400

420

440

460

480

500

520

540

560

580

600

615

D=138.948

R=-3000.000 L=91.959 R=415.000 L=188.671

D=195.674

P=7.693% L=145.000


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

26:55

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3201

.dwg




PROJECT MANAGER

0 10 20 30 40mHORIZ.

VERT.0 1 2 3 4m


AF

23/08/13 AF

TI

BALLARDS ROAD INTERSECTION SHEET 1LONGITUDINAL SECTION - MC50


1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

CROSSFALL TOMATCH EXISTING

LEVELS TO MATCH EXISTING

17.6

38

59.8

74

75.1

33

IP.C

H

IP.C

H

IP.C

H

36.0

70

34.8

33

34.9

02

HT

HT HT

17.6

38

44.6

16

75.1

33

CH

36.0

70

35.2

80

34.9

02

HT

HT

HT

71.0

62C

H34

.893

HT

PA

CIF

ICH

IGH

WA

YIN

TER

SE

CTI

ON

DESIGN HEIGHT

NATURAL SURFACE

STATION

VERTICAL DATA

HORIZONTAL DATA

SUPERELEVATION

LONGITUDINAL SECTION MC60

35.8

23

36.0

00

35.4

15

34.9

61

34.9

0234

.902

35.8

23

35.9

98

35.3

67

34.8

61

34.8

6634

.866

0

20 40 60 75

D=9.012R=-200.000L=22.182

D=43.939

P=-2.927%L=26.978

R=903.612L=30.517


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

27:03

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3202

.dwg




PROJECT MANAGER

0 10 20 30 40mHORIZ.

VERT.0 1 2 3 4m


AF

23/08/13 AF

TI

BALLARDS ROAD INTERSECTION SHEET 1LONGITUDINAL SECTION - MC60


1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

-3.0%

MC

50

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

20.6

310.

000

X = 500712.820Y = 6620626.267

CONTROL LINE MC50

DATUM 17.00

STATION 120.00

-3.0%

MC

50DESIGN HEIGHT

EXISTING SURFACE

OFFSET

21.4

000.

000

X = 500709.639Y = 6620635.748

CONTROL LINE MC50

DATUM 18.00

STATION 130.00

-3.0%

ES50

LU51

MC

50LU

50

LU5K

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

21.9

62

22.1

00

22.2

0522

.190

21.9

62

22.1

00

22.1

7022

.205

22.1

90

-6.6

00

-4.0

00

0.00

00.

000

1.37

8

X = 500706.458Y = 6620645.228

CONTROL LINE MC50

DATUM 19.00

STATION 140.00

-2.6%

ES50

LU51

MC

50

LU5K

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

22.7

21

22.8

77

22.9

7822

.959

22.7

21

22.8

77

22.9

7822

.959

-6.5

33

-3.9

17

0.00

01.

376

X = 500703.258Y = 6620654.702

CONTROL LINE MC50

DATUM 19.00

STATION 150.00

-2.4%

ES50

LU51

MC

50

LU5K

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

23.5

14

23.6

56

23.7

4823

.729

23.5

14

23.6

56

23.7

4823

.729

-6.4

67

-3.8

33

0.00

01.

431

X = 500700.026Y = 6620664.166

CONTROL LINE MC50

DATUM 20.00

STATION 160.00

-3.0%

MC

50

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

20.6

310.

000

X = 500712.820Y = 6620626.267

CONTROL LINE MC50

DATUM 17.00

STATION 120.00

-3.0%

MC

50DESIGN HEIGHT

EXISTING SURFACE

OFFSET

21.4

000.

000

X = 500709.639Y = 6620635.748

CONTROL LINE MC50

DATUM 18.00

STATION 130.00

-3.0%

ES50

LU51

MC

50LU

50

LU5K

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

21.9

62

22.1

00

22.2

0522

.190

21.9

62

22.1

00

22.1

7022

.205

22.1

90

-6.6

00

-4.0

00

0.00

00.

000

1.37

8

X = 500706.458Y = 6620645.228

CONTROL LINE MC50

DATUM 19.00

STATION 140.00

-2.6%

ES50

LU51

MC

50

LU5K

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

22.7

21

22.8

77

22.9

7822

.959

22.7

21

22.8

77

22.9

7822

.959

-6.5

33

-3.9

17

0.00

01.

376

X = 500703.258Y = 6620654.702

CONTROL LINE MC50

DATUM 19.00

STATION 150.00

-2.4%

ES50

LU51

MC

50

LU5K

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

23.5

14

23.6

56

23.7

4823

.729

23.5

14

23.6

56

23.7

4823

.729

-6.4

67

-3.8

33

0.00

01.

431

X = 500700.026Y = 6620664.166

CONTROL LINE MC50

DATUM 20.00

STATION 160.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

27:09

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3301

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI

BALLARDS ROAD INTERSECTION SHEET 1CROSS SECTIONS - MC50


1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

-2.5%

ES50

LU51

MC

50

LU5K

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

24.2

94

24.4

30

24.5

2524

.508

24.2

94

24.4

30

24.5

2524

.508

-6.4

00

-3.7

50

0.00

01.

545

X = 500696.763Y = 6620673.618

CONTROL LINE MC50

DATUM 20.00

STATION 170.00

-2.4%

ES50

LU51

MC

50

LU5K

LU5L

-2.1%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

25.0

79

25.2

06

25.2

95

25.2

92

25.2

16

25.0

79

25.2

06

25.2

95

25.2

92

25.2

16

-6.3

33

-3.6

67

-0.0

00

1.71

8

5.21

8

X = 500693.468Y = 6620683.060

CONTROL LINE MC50

DATUM 21.00

STATION 180.00

-2.4%

ES50

LU51

MC

50

LA5K

LU5L

ES5L

-2.3%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

25.8

91

25.9

94

26.0

80

26.0

73

25.9

94

25.9

07

25.8

91

25.9

94

26.0

80

26.0

73

25.9

94

25.9

07

-6.2

67

-3.5

83

0.00

0

1.94

9

5.44

9

7.94

9

X = 500690.142Y = 6620692.491

CONTROL LINE MC50

DATUM 22.00

STATION 190.00

-1.9%

ES50

LU51

MC

50

LU5K

LA5K

LU5L

ES5L

-2.9%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

26.6

71

26.7

80

26.8

4826

.843

26.8

33

26.7

32

26.6

57

26.6

71

26.7

80

26.8

4826

.843

26.8

33

26.7

32

26.6

57

-6.2

00

-3.5

00

-0.0

001.

762

2.23

8

5.73

8

8.15

5

X = 500686.785Y = 6620701.910

CONTROL LINE MC50

DATUM 22.00

STATION 200.00

-1.3%

ES50

LU51

MC

50

LU5K

LA5K

LU5L

ES5L

-3.3%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

27.4

12

27.5

39

27.5

9527

.591

27.5

70

27.4

53

27.3

76

27.4

12

27.5

39

27.5

9527

.591

27.5

70

27.4

53

27.3

76

-6.0

20

-3.5

00

0.00

01.

575

2.58

6

6.08

6

8.41

9

X = 500683.396Y = 6620711.319

CONTROL LINE MC50

DATUM 23.00

STATION 210.00

-0.9%

ES50

LU51

MC

50

LU5K

LA5K

LU5L

ES5L

-3.2%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

28.1

58

28.2

70

28.3

1528

.312

28.2

79

28.1

69

28.0

88

28.1

58

28.2

70

28.3

1528

.312

28.2

79

28.1

69

28.0

88

-5.8

40

-3.5

00

-0.0

001.

388

2.99

3

6.49

3

8.74

3

X = 500679.976Y = 6620720.716

CONTROL LINE MC50

DATUM 23.00

STATION 220.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

27:15

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3302

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

-0.3%

ES50

LU51

MC

50

LU5K

LA5K

LU5L

ES5L

-2.5%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

28.8

86

29.0

23

29.0

2929

.032

28.9

90

28.9

01

28.8

13

28.8

86

29.0

23

29.0

2929

.032

28.9

90

28.9

01

28.8

13

-5.6

60

-3.5

00

0.00

01.

200

3.45

8

6.95

8

9.12

4

X = 500676.524Y = 6620730.101

CONTROL LINE MC50

DATUM 24.00

STATION 230.00

0.5%

ES50

LU51

MC

50LU

5K

LA5K

LU5L

ES5L

-3.2%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

29.6

85

29.7

88

29.7

6529

.763

29.7

07

29.5

91

29.4

87

29.6

85

29.7

88

29.7

6529

.763

29.7

07

29.5

91

29.4

87

-5.4

80

-3.5

00

-0.0

001.

012

3.84

5

7.34

5

9.42

8

X = 500673.148Y = 6620739.514

CONTROL LINE MC50

DATUM 25.00

STATION 240.00

1.3%-2.0:1

EV50

ES50

LU51

MC

50LU

5K

LA5K

LU5L

ES5L

-3.8%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

29.7

9530

.167

30.5

75

30.5

79

30.5

3130

.522

30.4

35

30.2

98

30.1

91

29.7

9530

.542

30.6

12

30.5

79

30.5

3130

.522

30.4

35

30.2

98

30.1

91

-8.1

95-6

.700

-5.3

00

-3.5

00

0.00

00.

825

3.95

0

7.45

0

9.45

0

X = 500669.998Y = 6620749.004

CONTROL LINE MC50

DATUM 25.00

STATION 250.00

3.0%

-2.0:1

EV50

ES50

LU52

LA51

MC

50LU

5K

LA5K

LU5L

ES5L

-3.9%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

29.8

68

30.8

8731

.257

31.3

8931

.373

31.2

8731

.269

31.1

60

31.0

18

30.8

92

29.8

68

31.3

4031

.410

31.3

9131

.373

31.2

8731

.269

31.1

60

31.0

18

30.8

92

-10.

803

-7.8

60-6

.460

-4.9

00-3

.500

-0.0

000.

638

3.95

0

7.45

0

9.45

0

X = 500667.079Y = 6620758.568

CONTROL LINE MC50

DATUM 26.00

STATION 260.00

3.6%

-2.0:1

EV50

ES50

LU52

LA51

MC

50LU

5K

LA5K

LU5L

ES5L

-4.3%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

29.2

39

31.6

0631

.975

32.1

90

32.1

52

32.0

3932

.023

31.8

75

31.7

2531

.675

29.2

39

32.1

4732

.217

32.1

96

32.1

52

32.0

3932

.023

31.8

75

31.7

2531

.675

-14.

836

-9.0

20-7

.620

-6.3

00

-3.5

00

0.00

00.

450

3.95

0

7.45

08.

650

X = 500664.390Y = 6620768.200

CONTROL LINE MC50

DATUM 27.00

STATION 270.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

27:21

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3303

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

4.3%

-2.0:1

EV50

ES50

LU52

LA51

MC

50LU

5K

LU5M

LU5L

ES5L

-5.1%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

31.0

29

32.4

7332

.834

32.9

92

32.9

15

32.7

7032

.751

32.5

73

32.3

8932

.335

31.0

29

32.9

7633

.046

33.0

13

32.9

15

32.7

7032

.751

32.5

73

32.3

8932

.335

-13.

495

-9.6

00-8

.200

-7.0

00

-3.5

00

-0.0

000.

450

3.95

0

7.45

08.

650

X = 500661.934Y = 6620777.893

CONTROL LINE MC50

DATUM 29.00

STATION 280.00

5.4%-2.0:1

EV50

ES50

LU52

LA51

MC

50LU

5K

LU5M

LU5L

ES5L

-6.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

33.4

1233

.531

33.7

4333

.729

33.6

29

33.4

4833

.423

33.2

21

33.0

0732

.948

33.4

1233

.696

33.7

6633

.731

33.6

29

33.4

4833

.423

33.2

21

33.0

0732

.948

-10.

167

-9.6

00-8

.200

-7.0

00

-3.5

00

0.00

00.

450

3.95

0

7.45

08.

650

X = 500659.713Y = 6620787.643

CONTROL LINE MC50

DATUM 30.00

STATION 290.00

5.7%-2.0:1

EV50

ES50

LU52

LA51

MC

50LU

5K

LU5M

LU5L

ES5L

-7.1%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.1

8034

.230

34.4

1434

.380

34.2

66

34.0

6934

.041

33.8

07

33.5

5733

.472

34.1

8034

.344

34.4

1434

.380

34.2

66

34.0

6934

.041

33.8

07

33.5

5733

.472

-9.9

28-9

.600

-8.2

00-7

.000

-3.5

00

-0.0

000.

450

3.95

0

7.45

08.

650

X = 500657.727Y = 6620797.444

CONTROL LINE MC50

DATUM 30.00

STATION 300.00

6.8%-2.0:1

EV50

ES50

LU52

LA51

MC

50LU

5K

LU5M

LU5L

ES5L

-7.9%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.8

2734

.850

34.9

9234

.953

34.8

28

34.5

9234

.559

34.2

94

34.0

1833

.922

34.8

2734

.922

34.9

9234

.953

34.8

28

34.5

9234

.559

34.2

94

34.0

1833

.922

-9.7

91-9

.600

-8.2

00-7

.000

-3.5

00

-0.0

000.

450

3.95

0

7.45

08.

650

X = 500655.977Y = 6620807.289

CONTROL LINE MC50

DATUM 30.00

STATION 310.00

7.7%

EV61

ES61

LU61

LA51

MC

50LU

5K

LU5M

LU5L

ES5L

-8.2%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.4

3935

.423

35.2

97

35.0

2834

.994

34.7

14

34.4

2634

.326

35.4

3935

.423

35.2

97

35.0

2834

.994

34.7

14

34.4

2634

.326

-7.6

00-7

.000

-3.5

00

-0.0

000.

450

3.95

0

7.45

08.

650

X = 500654.466Y = 6620817.174

CONTROL LINE MC50

DATUM 31.00

STATION 320.00

7.4%

EV61

ES61

LU61

MC

50

LU5M

LU5L

ES5L

-8.2%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.7

9235

.778

35.6

42

35.3

84

35.0

63

34.7

7834

.689

35.7

9235

.778

35.6

42

35.3

84

35.0

63

34.7

7834

.689

-7.6

00-7

.000

-3.5

00

-0.0

00

3.95

0

7.45

08.

650

X = 500653.193Y = 6620827.093

CONTROL LINE MC50

DATUM 31.00

STATION 330.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

27:27

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3304

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

7.1%

MC

60

MC

50

LU55

LU5M

LU5L

ES5L

-8.1%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.0

9236

.076

35.8

93

35.6

44

35.4

2435

.325

35.0

4034

.958

36.0

9236

.076

35.8

93

35.6

44

35.4

2435

.325

35.0

4034

.958

-7.6

00-7

.000

-3.5

00

0.00

0

2.70

93.

950

7.45

08.

650

X = 500652.160Y = 6620837.039

CONTROL LINE MC50

DATUM 31.00

STATION 340.00

6.6%

EV6

KE

S6K

LU6K

MC

50

LU55

LU5M

LU5L

ES5L

-7.9%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.2

5136

.253

36.0

36

35.8

08

35.5

1335

.494

35.2

1935

.124

36.2

5136

.253

36.0

36

35.8

08

35.5

1335

.494

35.2

1935

.124

-7.6

00-7

.000

-3.5

00

0.00

0

3.70

83.

950

7.45

08.

650

X = 500651.366Y = 6620847.007

CONTROL LINE MC50

DATUM 31.00

STATION 350.00

6.9%

ES6

K

LU6K

LU51

MC

50LU

5K

LA5J

LU5L

ES5L

-7.7%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.3

39

36.1

23

35.8

8035

.847

35.5

74

35.3

0935

.212

36.3

39

36.1

23

35.8

8035

.847

35.5

74

35.3

0935

.212

-7.0

00

-3.5

00

0.00

00.

450

3.95

0

7.45

08.

650

X = 500650.813Y = 6620856.992

CONTROL LINE MC50

DATUM 31.00

STATION 360.00

7.4%

ES6

K

LU6K

LU51

MC

50LU

5K

LA5J

LU5L

ES5L

-7.4%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.2

87

36.1

07

35.8

5035

.817

35.5

58

35.2

9735

.178

36.2

87

36.1

07

35.8

5035

.817

35.5

58

35.2

9735

.178

-7.0

00

-3.5

00

0.00

00.

450

3.95

0

7.45

08.

917

X = 500650.500Y = 6620866.986

CONTROL LINE MC50

DATUM 31.00

STATION 370.00

7.1%

ES53

LU53

LU51

MC

50LU

5J

LA5J

LU5L

ES5L

-7.1%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.1

6736

.147

35.9

94

35.7

4735

.720

35.4

84

35.2

33

35.1

10

36.1

6736

.147

35.9

94

35.7

4735

.720

35.4

84

35.2

33

35.1

10

-8.2

00-7

.000

-3.5

00

-0.0

000.

450

3.95

0

7.45

0

9.18

3

X = 500650.429Y = 6620876.986

CONTROL LINE MC50

DATUM 30.00

STATION 380.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

27:33

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3305

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

5.9%

ES53

LU53

LU51

MC

50LU

5J

LA5J

LU5L

ES5L

-6.2%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.9

3035

.907

35.7

74

35.5

7235

.543

35.3

28

35.1

10

34.9

85

35.9

3035

.907

35.7

74

35.5

7235

.543

35.3

28

35.1

10

34.9

85

-8.2

00-7

.000

-3.5

00

0.00

00.

450

3.95

0

7.45

0

9.45

0

X = 500650.598Y = 6620886.984

CONTROL LINE MC50

DATUM 29.00

STATION 390.00

3.8%

ES53

LU53

LU51

MC

50LU

5J

LA5J

LU5L

ES5L

-5.2%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET35

.596

35.5

59

35.4

26

35.2

9035

.274

35.0

78

34.9

04

34.8

02

35.5

9635

.559

35.4

26

35.2

9035

.274

35.0

78

34.9

04

34.8

02

-8.2

00-7

.000

-3.5

00

0.00

00.

450

3.95

0

7.45

0

9.45

0

X = 500651.008Y = 6620896.976

CONTROL LINE MC50

DATUM 28.00

STATION 400.00

3.3%

ES53

LU53

LU51

MC

50LU

5J

LA5J

LU5L

ES5L

-4.8%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.1

9335

.161

35.0

60

34.9

4834

.931

34.7

80

34.6

08

34.5

27

35.1

9335

.161

35.0

60

34.9

4834

.931

34.7

80

34.6

08

34.5

27

-8.2

00-7

.000

-3.5

00

0.00

00.

450

3.95

0

7.45

0

9.45

0

X = 500651.659Y = 6620906.954

CONTROL LINE MC50

DATUM 28.00

STATION 410.00

2.4%

ES53

LU53

LA53

MC

50LU

5J

LA5J

LU5L

ES5L

-4.4%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.6

8034

.670

34.6

24

34.5

4234

.532

34.4

06

34.2

52

34.1

91

34.6

8034

.670

34.6

24

34.5

4234

.532

34.4

06

34.2

52

34.1

91

-7.7

63-6

.563

-3.5

00

-0.0

000.

450

3.95

1

7.45

1

9.45

1

X = 500652.550Y = 6620916.914

CONTROL LINE MC50

DATUM 28.00

STATION 420.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

27:39

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3306

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

1.3%

ES53

LU53

LA53

MC

50LU

5J

LA5J

LU5L

ES5L

-4.2%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.1

5834

.152

34.1

34

34.0

9434

.088

33.9

67

33.8

15

33.7

58

34.1

5834

.152

34.1

34

34.0

9434

.088

33.9

67

33.8

15

33.7

58

-7.3

25-6

.125

-3.5

00

-0.0

000.

450

3.93

2

7.43

2

9.43

2

X = 500653.551Y = 6620926.864

CONTROL LINE MC50

DATUM 28.00

STATION 430.00

0.7%

ES53

LU53

LA53

MC

50LU

5J

LA5J

LU5L

ES5L

-3.5%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

33.5

5133

.574

33.5

90

33.5

7733

.574

33.4

67

33.3

49

33.2

61

33.5

5133

.574

33.5

90

33.5

7733

.574

33.4

67

33.3

49

33.2

61

-6.8

88-5

.688

-3.5

00

-0.0

000.

450

3.83

0

7.33

0

9.33

0

X = 500654.552Y = 6620936.814

CONTROL LINE MC50

DATUM 28.00

STATION 440.00

-0.7%

ES53

LU53

LA53

MC

50

LU5J

LA5J

LU5L

ES5L

-3.9%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

32.9

7632

.994

33.0

09

33.0

35

33.0

15

32.9

56

32.8

16

32.7

19

32.9

7632

.994

33.0

09

33.0

35

33.0

15

32.9

56

32.8

16

32.7

19

-6.4

50-5

.250

-3.5

00

-0.0

00

1.82

2

3.66

3

7.16

3

9.16

3

X = 500655.553Y = 6620946.764

CONTROL LINE MC50

DATUM 28.00

STATION 450.00

-1.4%

ES53

LU53

LA53

MC

50

LU5J

LA5J

LU5L

ES5L

-4.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

32.3

5832

.380

32.4

08

32.4

57

32.4

0132

.391

32.2

45

32.1

42

32.3

5832

.380

32.4

08

32.4

57

32.4

0132

.391

32.2

45

32.1

42

-6.0

12-4

.812

-3.5

00

-0.0

00

3.19

43.

489

6.98

9

8.98

9

X = 500656.554Y = 6620956.713

CONTROL LINE MC50

DATUM 28.00

STATION 460.00

-1.9%

ES53

LU53

LA53

MC

50

LU5J

LU5L

ES5L

-3.9%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

31.7

0031

.764

31.7

84

31.8

52

31.8

01

31.6

61

31.5

56

31.7

0031

.764

31.7

84

31.8

52

31.8

01

31.6

61

31.5

56

-6.1

75-4

.375

-3.5

00

-0.0

00

3.31

6

6.81

6

8.81

6

X = 500657.555Y = 6620966.663

CONTROL LINE MC50

DATUM 29.00

STATION 470.00

-1.8%

ES53

LU53

LA53

MC

50

LU5J

LU5L

ES5L

-3.7%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

31.1

03

31.1

9231

.203

31.2

66

31.2

14

31.0

82

30.9

90

31.1

03

31.1

9231

.203

31.2

66

31.2

14

31.0

82

30.9

90

-6.3

37

-3.9

37-3

.500

-0.0

00

3.14

2

6.64

2

8.64

2

X = 500658.556Y = 6620976.613

CONTROL LINE MC50

DATUM 29.00

STATION 480.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

27:46

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3307

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

-2.1%

ES53

LU51

MC

50

LU5J

LU5L

ES5L

-3.3%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

30.4

77

30.6

02

30.6

77

30.6

22

30.5

07

30.4

37

30.4

77

30.6

02

30.6

77

30.6

22

30.5

07

30.4

37

-6.5

00

-3.5

00

-0.0

00

2.96

9

6.46

9

8.46

9

X = 500659.556Y = 6620986.563

CONTROL LINE MC50

DATUM 29.00

STATION 490.00

-2.0%ES

53

LU51

MC

50

LU5J

LU5L

ES5L

-3.1%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

29.8

36

29.9

76

30.0

48

29.9

94

29.8

86

29.8

10

29.8

36

29.9

76

30.0

48

29.9

94

29.8

86

29.8

10

-6.5

00

-3.5

00

-0.0

00

2.79

6

6.29

6

8.29

6

X = 500660.557Y = 6620996.512

CONTROL LINE MC50

DATUM 28.00

STATION 500.00

-1.9%

ES53

LU51

MC

50

LU5J

LU5L

ES5L

-2.9%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

29.1

65

29.3

30

29.3

97

29.3

48

29.2

45

29.1

40

29.1

65

29.3

30

29.3

97

29.3

48

29.2

45

29.1

40

-6.5

00

-3.5

00

-0.0

00

2.62

2

6.12

2

8.12

2

X = 500661.558Y = 6621006.462

CONTROL LINE MC50

DATUM 26.00

STATION 510.00

-2.5%

ES53

LU51

MC

50

LU5J

LU5L

ES5L

-3.1%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

28.4

77

28.6

44

28.7

32

28.6

86

28.5

77

28.4

75

28.4

77

28.6

44

28.7

32

28.6

86

28.5

77

28.4

75

-6.5

00

-3.5

00

-0.0

00

2.44

9

5.94

9

7.94

9

X = 500662.559Y = 6621016.412

CONTROL LINE MC50

DATUM 25.00

STATION 520.00

-2.6%

ES53

LU51

MC

50

LU5J

LU5L

ES5L

-3.5%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

27.8

42

27.9

80

28.0

72

28.0

39

27.9

18

27.8

17

27.8

42

27.9

80

28.0

72

28.0

39

27.9

18

27.8

17

-6.3

18

-3.5

00

-0.0

00

2.27

5

5.77

5

7.77

5

X = 500663.560Y = 6621026.362

CONTROL LINE MC50

DATUM 24.00

STATION 530.00

-2.3%

ES53

LU51

MC

50

LU5J

LU5L

ES5L

-3.4%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

27.2

19

27.3

34

27.4

18

27.3

85

27.2

68

27.1

59

27.2

19

27.3

34

27.4

18

27.3

85

27.2

68

27.1

59

-6.1

36

-3.5

00

-0.0

00

2.10

2

5.60

2

7.60

2

X = 500664.561Y = 6621036.312

CONTROL LINE MC50

DATUM 23.00

STATION 540.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

27:52

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3308

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

-2.0%

ES53

LU51

MC

50

LU5J

LU5L

ES5L

-3.3%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

26.5

85

26.6

84

26.7

55

26.7

23

26.6

09

26.5

05

26.5

85

26.6

84

26.7

55

26.7

23

26.6

09

26.5

05

-5.9

55

-3.5

00

-0.0

00

1.92

9

5.42

9

7.42

9

X = 500665.562Y = 6621046.261

CONTROL LINE MC50

DATUM 22.00

STATION 550.00

-2.2%

ES53

LU51

MC

50

LU5J

LU5L

ES5L

-3.1%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

25.9

30

26.0

16

26.0

98

26.0

66

25.9

55

25.8

49

25.9

30

26.0

16

26.0

98

26.0

66

25.9

55

25.8

49

-5.8

73

-3.6

00

-0.0

00

1.75

5

5.25

5

7.25

5

X = 500666.563Y = 6621056.211

CONTROL LINE MC50

DATUM 21.00

STATION 560.00

-2.5%

ES53

LU51

MC

50

LU5J

LU5L

ES5L

-3.1%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

25.2

51

25.3

45

25.4

43

25.4

20

25.3

11

25.2

06

25.2

51

25.3

45

25.4

43

25.4

20

25.3

11

25.2

06

-5.7

91

-3.7

00

-0.0

00

1.58

2

5.08

2

7.08

2

X = 500667.564Y = 6621066.161

CONTROL LINE MC50

DATUM 20.00

STATION 570.00

-2.7%

ES53

LU51

MC

50

LU5J

LU5L

ES5L

-2.6%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

24.5

80

24.6

87

24.7

9324

.771

24.6

79

24.5

81

24.5

80

24.6

87

24.7

9324

.771

24.6

79

24.5

81

-5.8

00

-3.8

00

-0.0

001.

409

4.90

9

6.90

9

X = 500668.565Y = 6621076.111

CONTROL LINE MC50

DATUM 19.00

STATION 580.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

27:58

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3309

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

-0.4%-25.2:1 15.3:1-19.2:1-17.4:1 -5.5:1

EV61

ES61

LU61

MC

60

LU6K

ES6

KE

V6K

-2.4%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.0

50

35.3

7835

.538

35.5

9335

.690

35.8

3235

.866

35.9

44

35.9

98

35.9

22

35.8

19

35.6

2235

.600

35.0

50

35.3

7835

.260

35.2

9335

.356

35.9

1035

.943

35.9

58

36.0

00

35.8

93

35.8

45

35.3

6035

.600

-26.

810

-18.

546

-16.

736

-16.

106

-15.

010

-11.

956

-11.

265

-9.7

00

0.00

0

4.47

5

6.21

6

8.26

69.

218

X = 500632.075Y = 6620837.988

CONTROL LINE MC60

DATUM 31.00

STATION 20.00

1.9%4.0:1 -4.3:1

EV61

ES61

LU61

MC

60

LU6K

ES6

KE

V6K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.8

95

36.0

00

35.9

0535

.866

35.7

56

35.6

51

35.5

00

35.4

1135

.160

35.1

25

35.8

95

35.3

44

35.8

2835

.848

35.8

14

35.7

08

35.6

03

35.5

4235

.042

35.1

25

-11.

776

-9.5

55

-7.4

80-6

.963

-5.7

22

0.00

0

3.50

0

5.20

07.

200

7.53

3

X = 500622.934Y = 6620833.936

CONTROL LINE MC60

DATUM 31.00

STATION 30.00

0.4%3.9:1-4.1:1

EV61

ES61

LU61

MC

60

LU6K

ES6

KE

V6K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.5

22

35.6

1035

.366

35.3

5135

.370

35.3

67

35.2

15

35.0

5834

.770

34.7

62

35.5

22

34.9

3135

.422

35.4

4535

.430

35.4

15

35.3

10

35.2

4934

.749

34.7

62

-9.9

25

-7.5

90-5

.578

-5.0

75-3

.868

-0.0

00

3.50

0

5.20

07.

200

7.25

3

X = 500613.921Y = 6620829.605

CONTROL LINE MC60

DATUM 30.00

STATION 40.00

-1.3%

EV61

ES61

LU61

MC

60

LU6K

ES6

KE

V6K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.4

67

35.4

7335

.087

35.0

9935

.122

35.1

36

34.9

03

34.7

8034

.615

34.5

80

35.4

67

34.5

3135

.031

35.0

5635

.092

35.1

38

35.0

33

34.9

7234

.472

34.5

80

-10.

946

-7.2

00-5

.200

-4.7

00-3

.500

-0.0

00

3.50

0

5.20

07.

200

7.62

8

X = 500604.909Y = 6620825.270

CONTROL LINE MC60

DATUM 30.00

STATION 50.00

-3.0%

EV61

LU61

MC

60

LU6K

EV6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.0

45

35.0

2934

.910

34.8

99

34.8

61

34.7

1234

.664

34.6

05

35.0

45

34.5

2034

.820

34.8

56

34.9

61

34.8

5634

.820

34.6

05

-7.4

77

-5.9

00-4

.700

-3.5

00

-0.0

00

3.50

04.

700

6.15

7

X = 500595.897Y = 6620820.936

CONTROL LINE MC60

DATUM 30.00

STATION 60.00

MC

60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.8

94-0

.000

X = 500586.885Y = 6620816.602

CONTROL LINE MC60

DATUM 30.00

STATION 70.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

28:04

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\03

_TW

3\NH2

U-DM

-TW

-3310

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1



AO

AODS2013/000070

PDD

TW3

23/08/13

23/08/13

23/08/13

23/08/13

Attachment 5- Upgrade of Existing Intersections (Activity ...

Documents

Transcript of Attachment 5- Upgrade of Existing Intersections (Activity ...