Attachment 2- Main Site Compound Access Road (Activity 1a ...

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

Attachment 2- Main Site Compound

Access Road (Activity 1a) - Works

Design Package

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

:8/2

3/20

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35:00

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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 - TW6

COVER SHEET

FOR CONSTRUCTION

BALLARDS ACCESS ROAD

PRELIMINARY DETAILED DESIGN

AF

23/08/13 AF

TI

COVER SHEETTEMPORARY TRAFFIC MANAGEMENT - TW6

1


1NH2U-DG-TW-6001AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13

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

:8/2

3/20

132:

35:09

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

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cts\9

0001

\ACA

D\DR

AWIN

GS\06

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6\NH2

U-DM

-TW

-6002

.dwg




PROJECT MANAGERPRELIMINARY DETAILED DESIGN

AF

23/08/13 AF

TI

LEGENDTEMPORARY TRAFFIC MANAGEMENT - TW6

1


1NH2U-DG-TW-6002AO

TI

AODS2013/000070

PDD

TW6

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

:8/2

3/20

132:

35:15

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

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cts\9

0001

\ACA

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6\NH2

U-DM

-TW

-6003

.dwg




PROJECT MANAGER

DRAWING INDEX

DRAWING NO. DRAWING NAME


AF

23/08/13 AF

TI

DRAWING INDEXTEMPORARY TRAFFIC MANAGEMENT - TW6

1


1NH2U-DG-TW-6003AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13

NH2U-DM-TW-6001 TEMPORARY TRAFFIC MANAGEMENT - TW6 COVER SHEETNH2U-DM-TW-6002 TEMPORARY TRAFFIC MANAGEMENT - TW6 LEGENDNH2U-DM-TW-6003 TEMPORARY TRAFFIC MANAGEMENT - TW6 DRAWING INDEXNH2U-DM-TW-6004 TEMPORARY TRAFFIC MANAGEMENT - TW6 NOTESNH2U-DM-TW-6014 TEMPORARY TRAFFIC MANAGEMENT - TW6 DRAINAGE SECTION SHEET 1NH2U-DM-TW-6015 TEMPORARY TRAFFIC MANAGEMENT - TW6 DRAINAGE DETAILS SHEET 1NH2U-DM-TW-6016 TEMPORARY TRAFFIC MANAGEMENT - TW6 TYPICAL DETAILS SHEET 1NH2U-DM-TW-6020 TEMPORARY TRAFFIC MANAGEMENT - TW6 TYPICAL SECTIONS SHEET 1NH2U-DM-TW-6101 TEMPORARY TRAFFIC MANAGEMENT - TW6 BALLARDS ACCESS ROAD GENERAL ARRANGEMENT - SHEET 1NH2U-DM-TW-6102 TEMPORARY TRAFFIC MANAGEMENT - TW6 BALLARDS ACCESS ROAD GENERAL ARRANGEMENT - SHEET 2NH2U-DM-TW-6111 TEMPORARY TRAFFIC MANAGEMENT - TW6 BALLARDS ACCESS ROAD SIGNS AND LINEMARKING - SHEET 1NH2U-DM-TW-6112 TEMPORARY TRAFFIC MANAGEMENT - TW6 BALLARDS ACCESS ROAD SIGNS AND LINEMARKING - SHEET 1NH2U-DM-TW-6201 TEMPORARY TRAFFIC MANAGEMENT - TW6 LONGITUDINAL SECTION - MC60 BALLARDS ROAD SHEET 1NH2U-DM-TW-6202 TEMPORARY TRAFFIC MANAGEMENT - TW6 LONGITUDINAL SECTION - MC60 BALLARDS ROAD SHEET 2NH2U-DM-TW-6301 TEMPORARY TRAFFIC MANAGEMENT - TW6 CROSS SECTIONS - MC60 BALLARDS ROAD SHEET 1NH2U-DM-TW-6302 TEMPORARY TRAFFIC MANAGEMENT - TW6 CROSS SECTIONS - MC60 BALLARDS ROAD SHEET 2NH2U-DM-TW-6303 TEMPORARY TRAFFIC MANAGEMENT - TW6 CROSS SECTIONS - MC60 BALLARDS ROAD SHEET 3NH2U-DM-TW-6304 TEMPORARY TRAFFIC MANAGEMENT - TW6 CROSS SECTIONS - MC60 BALLARDS ROAD SHEET 4NH2U-DM-TW-6305 TEMPORARY TRAFFIC MANAGEMENT - TW6 CROSS SECTIONS - MC60 BALLARDS ROAD SHEET 5NH2U-DM-TW-6306 TEMPORARY TRAFFIC MANAGEMENT - TW6 CROSS SECTIONS - MC60 BALLARDS ROAD SHEET 6NH2U-DM-TW-6307 TEMPORARY TRAFFIC MANAGEMENT - TW6 CROSS SECTIONS - MC60 BALLARDS ROAD SHEET 7NH2U-DM-TW-6308 TEMPORARY TRAFFIC MANAGEMENT - TW6 CROSS SECTIONS - MC60 BALLARDS ROAD SHEET 8NH2U-DM-TW-6309 TEMPORARY TRAFFIC MANAGEMENT - TW6 CROSS SECTIONS - MC60 BALLARDS ROAD SHEET 9

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. 6016.

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

AUS-SPEC SPECIFICATION

C101 DEVELOPMENT CONSTRUCTION, GENERALC201 CONTROL OF TRAFFICC211 CONTROL OF EROSION AND SEDIMENTATIONC212 CLEARING AND GRUBBINGC213 EARTHWORKSC220 DRAINAGEC221 PIPE DRAINAGEC222 PRE CAST BOX CULVERTSC223 DRAINAGE STRUCTURES

AUS-SPEC SPECIFICATION (CONTINUED)

C224 OPEN DRAINS, INCLUDINGK&GC230 SURFACE DRAINAGEC231 SUBSOIL AND FOUNDATION DRAINSC232 PAVEMENT DRAINSC233 DRAINAGE MATSC241 STABILISATIONC242 FLEXIBLE PAVEMENTSC244 SPRAYED BITUMINOUS SURFACINGC245 ASPHALT CONCRETEC247 MASS CONCRETE SUBBASEC248 CONCRETE BASEC254 SEGMENTAL PAVEMENTC255 BITUMINOUS MICROSURFACINGC261 PAVEMENT MARKINGSC263 GUIDE POSTSC264 SPRAYED BITUMINOUS SURFACINGD01 GEOMETRIC ROAD DESIGND02 PAVEMENT DESIGND03 STRUCTURAL BRIDGE DESIGND04 SURFACE DRAINAGE DESIGND05 STORMWATER DRAINAGE DESIGND06 SITE RE-GRADING

2. ALL CONSTRUCTION MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THESPECIFICATION FOR THE WORKS TOGETHER WITH THE REQUIREMENT OF ALL RELEVANTCODES OF PRACTICE REFERRED TO THEREIN AND THE REQUIREMENTS OF ALL STATUTORYAUTHORITIES 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

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

35:21

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6004

.dwg




PROJECT MANAGERPRELIMINARY DETAILED DESIGN

AF

23/08/13 AF

TI

NOTESTEMPORARY TRAFFIC MANAGEMENT - TW6

1


1NH2U-DG-TW-6004AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13

1A BALLARDS ROAD Ch. 494.391, Skew 90°450 RCP (1/1.22 4/2.44) (Class 3, Rubber Ring) (10.98 overall length)Precast HeadwallsOverlay Material 4.9m 3, Backfill Material 1.4m 3

Bedding/Haunch Material 2.5m 3 (HS3)External Dia. 534mm, Pipe Thick. 42mm, Headwall Ht. 230mm

33.16

-5.65

33.23

5.33

DESIGN SURFACE EXISTING SURFACE

INSTALL PRECAST CONCRETEHEADWALL AS PER RMSMODEL DRG. MD.R11.A32.A

INSTALL PRECAST CONCRETEHEADWALL AS PER RMSMODEL DRG. MD.R11.A32.A

CO

NTR

OL

LIN

EM

C60

INLET EXCAVATION 0.5m 3

INSTALL ROCK SCOUR PROTECTION ONBATTER AS PER DETAIL TD03.W1 = 2.0m , L = 4.5m, W2 = 2.3m.

INSTALL ROCK SCOURINLET PROTECTION 0.4m3

NOTE:INSUFFICIENT SURVEY TO CALCULATECATCHMENT AREA AND FLOWS IN THIS AREA.PIPE SIZE BASED ON MINIMUM PERMITTED BY RMS.


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

35:27

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6014

.dwg




PROJECT MANAGER

0 5 10 15 20m


AF

23/08/13 AF

TI

SHEET 1DRAINAGE SECTIONS


1


1NH2U-DG-TW-6014AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13

NOTE:1. FOR GENERAL NOTES REFER TO DRG. NO. NH2U-DG-TW-6003.2. FOR LEGEND REFER TO DRG. NO. NH2U-DG-TW-6004.3. FOR DRAINAGE DETAILS REFER TO DRG. NO. NH2U-DG-TW-6015.4. FOR PAVEMENT DETAILS REFER TO DRG. NO. NH2U-DG-TW-6016.

143

1

VEGETATED

300

MIN

75mm TOPSOIL ANDHYDROMULCH OR SEED

WIDTH W1

2 UNO1 1

SCALESECTION 1

NTS -

CONSTRUCT EMBANKMENT WHERETOP OF MATTRESS IS HIGHER THANNATURAL SURFACE

EXISTING SURFACE

PRECAST CONCRETEHEADWALL. RMS MODELDRG. MD.R11.A32.A

GEOTEXTILE

WIDTH W2

2-

WID

THW

2

115

115

D

WID

THW

1

PRECAST CONCRETEHEADWALL. RMSMODEL DRG.MD.R11.A32.A

ROCK PROTECTIONd50=150mm

T=2xd50

LENGTH LT=

2xd5

0

D

EMBANKMENT

GEOTEXTILE

0.6 (ROCK CUT-OFF WALL)

LENGTH L

ROCK PROTECTION

SCALESECTION 2

NTS -

d50=150mm

1-

2 UNO


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

35:34

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6015

.dwg




PROJECT MANAGER

A

TD02A

TYPICAL DETAILHYDROMULCH/SEED LINED V-DRAIN TYPE 1(M)


AF

23/08/13 AF

TI

SHEET 1DRAINAGE DETAILS


1


1NH2U-DG-TW-6015AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13

B


TD03-

TYPICAL DETAILSCOUR PROTECTION

EXISTING PAVEMENT

EXISTING PAVEMENT

250MIN

NEW TEMPORARY PAVEMENTTYPE T2

200mm (DGB20)

SUBGRADE (CBR 5%)

14/7mm 2 COAT FLUSHSEAL (CL320),7mm PRIMERSEAL (CL320)

EXISTING PAVEMENTSUBGRADE (CBR 5%)

200mm DGB20

14/7mm 2 COAT FLUSH SEAL (CL320)7mm PRIMERSEAL (CL320)

EXISTING PAVEMENTSUBGRADE (CBR 5%)

200mm DGB20

7mm PRIMERSEAL (CL320)

EXISTING PAVEMENT

EXISTING PAVEMENT

250MIN

NEW TEMPORARY PAVEMENTTYPE T1

200mm (DGB20)

SUBGRADE (CBR 5%)

7mm PRIMERSEAL (CL320)


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

35:42

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6016

.dwg




PROJECT MANAGER

A

TJ02A

TRANSVERSE PAVEMENT JOINTEXISTING PAVEMENT / TEMPORARY PAVEMENT

T2A

TYPICAL DETAILTEMPORARY PAVEMENT TYPE T2


AF

23/08/13 AF

TI

SHEET 1TYPICAL DETAILS


1


1NH2U-DG-TW-6016AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


T1A

TYPICAL DETAILTEMPORARY PAVEMENT TYPE T1

TJ01A

TRANSVERSE PAVEMENT JOINTEXISTING PAVEMENT / TEMPORARY PAVEMENT

TYPICAL CROSS SECTIONSTN 340 MC60

BALLARDS ROAD

HYDROMULCH/SEED LINED V DRAINTYPE 1(M) REFER TD02 DRG. No. 6015.

HYDROMULCH/SEED LINED V DRAINTYPE 1(M) REFER TD02 DRG. No. 6015.

3:1

MC

60

3.0mLANE

1.0mSHLD

WESTBOUND EASTBOUND

3.0mLANE

1.0mSHLD

4:14:13:1

EXISTINGSURFACE

PAVEMENT TYPE T2 REFER DRG.NO. 6016 FOR DETAILS.

1.2m 1.2m


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

35:48

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6020

.dwg




PROJECT MANAGER

0 1 2 3 4m


AF

23/08/13 AF

TI

SHEET 1TYPICAL SECTIONS


1


1NH2U-DG-TW-6020AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


ML-14

ML-14

A

72200

72300

72400

CONTROL LINE MC60

BALLARDS ROAD

CONSTRUCT NEW TEMPORARYPAVEMENT TYPE T1. REFERDRG. NO. 6016 FOR DETAILS.

TYPE 1(M)W = 0 S = 4:1 D = 0.3

TYPE 1(M)W = 0 S = 4:1 D = 0.3

SITE COMPOUNDACCESS

ROAD

SITE COMPOUND

JOIN NEATLY TO EXISTINGPAVEMENT.

HYDROMULCH/SEED LINED TABLE DRAIN.REFER TD02 DRG. NO. 6015 FOR DETAILS.

TYPE 1(M)W = 0 S = 4:1 D = 0.3

TYPE 1(M)W = 0 S = 4:1 D = 0.3

INSTALL ROCK SCOUR3.0m3. REFER DRG NO.6015 FOR DETAILS.

INSTALL ROCK SCOUR0.4m3. REFER DRG NO.6015 FOR DETAILS.

INSTALL 4/2.44 AND 1/1.22 450DIA RCPAND PRECAST HEADWALLS AS PER RMSMODEL DRG. MD.R11.A32.A. REFER DRGNO 6015 FOR DETAILS.


TJ026016

TJ016016


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

43:52

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6101

.dwg




PROJECT MANAGER

0 5 10 15 20m


JOIN

SS

HEE

T2

AF

23/08/13 AF

TI

GENERAL ARRANGEMENT - SHEET 1BALLARDS ACCESS ROAD


1


1NH2U-DG-TW-6101AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


ML -

14

ML -

14A

ML -

14B

SM-0

1

72300

72400

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

T

T

T

T

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

X

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

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

OC

OC

O COC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OU

OU

OU

OU

OU

OU

OU

OU

OU

OU

T

T

T

T

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

X

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

OC

OC

O COC

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

E

E

TJ016016

CONTROL LINE MC60

PAC

IFIC

HIG

HW

AYSO

UTH

BOU

ND

BALLARDS ROAD


TYPE 1(M)W = 0 S = 4:1 D = 0.3

TYPE 1(M)W = 0 S = 4:1 D = 0.3

ALIGNMENT AS PER DESIGN LOTTW3. CONCEPT ALIGNMENT ONLY.



BALLARDS ROAD SEAGULLINTERIM DESIGN.

JOIN NEATLY TO EXISTING PAVEMENT.

PAC

IFIC

HIG

HW

AYN

OR

THBO

UND


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

51:57

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6102

.dwg




PROJECT MANAGER

0 5 10 15 20m


JOIN

SS

HEE

T1

AF

23/08/13 AF

TI

GENERAL ARRANGEMENT - SHEET 2BALLARDS ACCESS ROAD


1


1NH2U-DG-TW-6102AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


72200

72300

72400

CONTROL LINE MC60

BALLARDS ROAD

SITE COMPOUNDACCESS

ROAD

SITE COMPOUND

BB

W1-

3(L)

W8-

230

W1-3(R)

W8-2

30

W1-3(L)

W8-2

30

W1-3(R)

W8-2

30

W5-22

W5-22

R1-1

D4-1-2

D4-1-2

GATEUHF

D4-1-

2

R2-4

E1E1

TF

C1


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

133:

28:35

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6111

.dwg




PROJECT MANAGER

0 5 10 15 20m


JOIN

SS

HEE

T2

AF

23/08/13 AF

TI

SIGNS AND LINEMARKING - SHEET 1BALLARDS ACCESS ROAD


1


1NH2U-DG-TW-6111AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


72300

72400

CONTROL LINE MC60

PAC

IFIC

HIG

HW

AYSO

UTH

BOU

ND

BALLARDS ROAD

PAC

IFIC

HIG

HW

AYN

ORT

HBO

UND

W2 -3

BB

E1

E1


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

54:05

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6112

.dwg




PROJECT MANAGER

0 5 10 15 20m


JOIN

SS

HEE

T1

AF

23/08/13 AF

TI

SIGNS AND LINEMARKING - SHEET 2BALLARDS ACCESS ROAD


1


1NH2U-DG-TW-6112AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


18.8

29

64.7

00

137.

754 18

5.90

8

292.

445

380.

545

493.

097

586.

673

IP.C

H

IP.C

H IP.C

H

IP.C

H

IP.C

H

IP.C

H

IP.C

H

IP.C

H

36.0

35

34.6

94 35.7

99

37.9

76

38.2

42

41.6

95

33.2

49

39.6

56

HT

HT

HT

HT HT

HT

HT

HT

18.8

29

44.7

43

84.6

57

122.

706

152.

802

219.

013

255.

752

329.

137

431.

953

464.

839

521.

355

651.

990

CH

CH C

H CH

CH CH

CH

CH

CH

CH

CH

36.0

35

35.2

77

34.9

96

35.5

71

36.4

79 38.0

59

38.1

51 39.6

80

37.8

37

35.3

69

35.1

84 36.3

72

HT

HT

HT H

T HT

HT HT

HT

HT

HT

HT

HT

71.0

48

364.

411

494.

391

596.

680

CH

CH

CH

CH

34.8

93

40.3

72

34.2

60

37.7

63

HT

HT

HT

HT

DESIGN HEIGHT

NATURAL SURFACE

STATION

VERTICAL DATA

HORIZONTAL DATA

SUPERELEVATION

LONGITUDINAL SECTION MC60

35.8

23

36.0

01

35.4

16

34.9

61

34.9

37

35.2

28

35.5

30

35.9

82

36.7

88

37.4

70

37.8

95

38.0

61

38.1

11

38.1

66

38.3

58

38.7

51

39.3

43

40.0

41

40.3

61

40.2

37

39.6

68

38.6

55

37.2

33

35.7

32

34.5

23

34.3

00

35.0

93

36.3

02

37.1

51

37.6

36

37.7

58

37.5

15

36.9

10

35.9

69

34.9

64

33.9

58

35.8

23

35.9

98

35.3

67

34.8

61

34.9

05

34.9

93

35.2

76

35.6

77

36.4

89

37.4

37

37.9

29

37.9

20

37.8

38

37.8

12

38.2

12

38.6

14

39.2

56

39.7

49

40.4

98

40.1

19

39.3

55

38.2

99

36.6

34

35.2

34

34.3

23

34.2

48

34.6

18

35.4

00

36.9

97

37.7

48

37.5

62

36.9

98

36.2

64

35.4

90

34.6

90

33.6

64

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

620

640

660

680

700

D=9.012

R=-200.000L=22.182

D=43.939

R=-200.000L=16.920

D=28.040

R=250.000 L=126.493

D=70.748

R=260.000L=44.151 R=-145.000 L=101.171

D=61.782

R=-60.000 L=76.265

D=70.377R=50.000L=52.029

P=-2.923%L=25.914

R=900.000L=39.914

P=1.512%L=38.049

R=1000.000L=30.096

R=-1550.000L=66.211

P=0.250%L=36.739 R=2000.000

L=73.385 R=-900.000L=102.815 P=-7.505%

L=32.886

R=393.775L=56.516

R=-1100.000 L=130.635P=-5.028%L=98.451

LHS=3.000%RHS=0.000%

RHS=3.000%


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

133:

01:27

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6201

.dwg




PROJECT MANAGER

0 10 20 30 40mHORIZ.

VERT.0 1 2 3 4m


AF

23/08/13 AF

TI

BALLARDS ACCESS ROAD SHEET 1LONGITUDINAL SECTION - MC60


1


1NH2U-DG-TW-6201AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


CROSSFALL TOMATCH EXISTING

750.

441

IP.C

H31

.422

HT

750.

441

31.4

22

DESIGN HEIGHT

NATURAL SURFACE

STATION

VERTICAL DATA

HORIZONTAL DATA

SUPERELEVATION

LONGITUDINAL SECTION MC60

33.9

58

32.9

52

31.9

4731

.422

33.6

64

32.9

40

31.7

5731

.043

700

720

740

750

R=50.000L=52.029

D=27.332

P=-5.028%L=98.451

LHS=3.000% RHS=3.000%


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

133:

01:35

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6202

.dwg




PROJECT MANAGER

0 10 20 30 40mHORIZ.

VERT.0 1 2 3 4m


AF

23/08/13 AF

TI

BALLARDS ACCESS ROAD SHEET 2LONGITUDINAL SECTION - MC60


1


1NH2U-DG-TW-6202AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


MC

60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.8

230.

000

X = 500650.842Y = 6620844.891

CONTROL LINE MC60

DATUM 34.00

STATION 0.00

MC

60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.2

120.

000

X = 500641.407Y = 6620841.579

CONTROL LINE MC60

DATUM 35.00

STATION 10.00

MC

60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.0

010.

000

X = 500632.075Y = 6620837.988

CONTROL LINE MC60

DATUM 34.00

STATION 20.00

MC

60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.7

08-0

.000

X = 500622.934Y = 6620833.936

CONTROL LINE MC60

DATUM 34.00

STATION 30.00M

C60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.4

16-0

.000

X = 500613.921Y = 6620829.605

CONTROL LINE MC60

DATUM 33.00

STATION 40.00

MC

60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.1

39-0

.000

X = 500604.909Y = 6620825.270

CONTROL LINE MC60

DATUM 33.00

STATION 50.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.0

4535

.029

34.9

1034

.899

34.8

61

34.7

1234

.664

34.6

05

35.0

4534

.520

34.8

2034

.856

34.9

61

34.8

5634

.820

34.6

05

-7.4

77-5

.900

-4.7

00-3

.500

-0.0

00

3.50

04.

700

6.15

7

X = 500595.897Y = 6620820.936

CONTROL LINE MC60

DATUM 32.00

STATION 60.00

-3.0% -3.0%3.0:1-4.0:1 -4.0:1

3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.0

11

34.9

3934

.847

34.7

98

34.8

53

34.7

8234

.692

34.5

46

35.0

11

34.4

7434

.774

34.8

04

34.8

94

34.8

0434

.774

34.5

46

-6.8

13

-5.2

00-4

.000

-3.0

00

-0.0

00

3.00

04.

000

5.41

9

X = 500586.885Y = 6620816.602

CONTROL LINE MC60

DATUM 32.00

STATION 70.00

-3.0% -3.0% -4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.9

5634

.793

34.9

05

34.7

0434

.589

34.3

96

34.8

1734

.847

34.9

37

34.8

4734

.817

34.3

96

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.68

6

X = 500577.899Y = 6620812.214

CONTROL LINE MC60

DATUM 33.00

STATION 80.00

MC

60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.8

230.

000

X = 500650.842Y = 6620844.891

CONTROL LINE MC60

DATUM 34.00

STATION 0.00

MC

60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.2

120.

000

X = 500641.407Y = 6620841.579

CONTROL LINE MC60

DATUM 35.00

STATION 10.00

MC

60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.0

010.

000

X = 500632.075Y = 6620837.988

CONTROL LINE MC60

DATUM 34.00

STATION 20.00

MC

60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.7

08-0

.000

X = 500622.934Y = 6620833.936

CONTROL LINE MC60

DATUM 34.00

STATION 30.00M

C60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.4

16-0

.000

X = 500613.921Y = 6620829.605

CONTROL LINE MC60

DATUM 33.00

STATION 40.00

MC

60

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.1

39-0

.000

X = 500604.909Y = 6620825.270

CONTROL LINE MC60

DATUM 33.00

STATION 50.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.0

4535

.029

34.9

1034

.899

34.8

61

34.7

1234

.664

34.6

05

35.0

4534

.520

34.8

2034

.856

34.9

61

34.8

5634

.820

34.6

05

-7.4

77-5

.900

-4.7

00-3

.500

-0.0

00

3.50

04.

700

6.15

7

X = 500595.897Y = 6620820.936

CONTROL LINE MC60

DATUM 32.00

STATION 60.00

-3.0% -3.0%3.0:1-4.0:1 -4.0:1

3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.0

11

34.9

3934

.847

34.7

98

34.8

53

34.7

8234

.692

34.5

46

35.0

11

34.4

7434

.774

34.8

04

34.8

94

34.8

0434

.774

34.5

46

-6.8

13

-5.2

00-4

.000

-3.0

00

-0.0

00

3.00

04.

000

5.41

9

X = 500586.885Y = 6620816.602

CONTROL LINE MC60

DATUM 32.00

STATION 70.00

-3.0% -3.0% -4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.9

5634

.793

34.9

05

34.7

0434

.589

34.3

96

34.8

1734

.847

34.9

37

34.8

4734

.817

34.3

96

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.68

6

X = 500577.899Y = 6620812.214

CONTROL LINE MC60

DATUM 33.00

STATION 80.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

54:31

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6301

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI

BALLARDS ACCESS ROAD SHEET 1CROSS SECTIONS - MC60


1


1NH2U-DG-TW-6301AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


-3.0% -3.0%3.0:1-4.0:1-4.0:1

3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.9

4234

.916

34.8

8134

.852

34.9

11

34.8

7434

.784

34.6

87

34.9

4234

.657

34.9

5734

.987

35.0

77

34.9

8734

.957

34.6

87

-6.0

56-5

.200

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.29

2

X = 500569.113Y = 6620807.442

CONTROL LINE MC60

DATUM 33.00

STATION 90.00

-3.0% -3.0%3.0:1-4.0:1-4.0:1

3.0:1

ES61

LU61

MC

60

LU6K

ES6

K-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.8

96

34.6

5134

.790

34.9

93

35.0

4934

.997

34.9

17

34.8

96

35.1

0835

.138

35.2

28

35.1

3835

.108

34.9

17

-5.4

66

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.52

8

X = 500560.494Y = 6620802.370

CONTROL LINE MC60

DATUM 33.00

STATION 100.00

-3.0% -3.0%3.0:1-4.0:1-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.0

68

35.1

2435

.034

35.1

60

35.3

1135

.302

35.2

9035

.281

35.0

68

35.2

5935

.289

35.3

79

35.2

8935

.259

34.9

5935

.281

-5.5

26

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

06.

167

X = 500551.881Y = 6620797.290

CONTROL LINE MC60

DATUM 33.00

STATION 110.00

-3.0% -3.0%3.0:1-4.0:1-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET35

.245

35.1

5735

.303

35.2

76

35.4

5735

.440

35.4

2335

.418

35.2

45

35.4

1035

.440

35.5

30

35.4

4035

.410

35.1

1035

.418

-5.6

04

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

06.

124

X = 500543.267Y = 6620792.210

CONTROL LINE MC60

DATUM 33.00

STATION 120.00

-3.0% -3.0%3.0:1-4.0:1-4.0:1

3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.4

4935

.484

35.4

6735

.503

35.4

59

35.6

4235

.614

35.5

57

35.4

4935

.288

35.5

8835

.618

35.7

08

35.6

1835

.588

35.5

57

-5.6

85-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

6.00

8

X = 500534.556Y = 6620787.300

CONTROL LINE MC60

DATUM 33.00

STATION 130.00

-3.0% -3.0%-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.5

1835

.651

35.7

99

35.6

77

36.1

7136

.126

36.0

6636

.000

35.5

1835

.862

35.8

92

35.9

82

35.8

9235

.862

35.5

6236

.000

-5.3

76-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.20

06.

515

X = 500525.656Y = 6620782.742

CONTROL LINE MC60

DATUM 34.00

STATION 140.00

-3.0% -3.0%3.0:1-4.0:1-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.2

0736

.100

35.8

4536

.128

36.0

43

36.5

8336

.630

36.5

55

36.4

62

36.2

0735

.936

36.2

3636

.266

36.3

56

36.2

6636

.236

35.9

36

36.4

62

-6.0

14-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

0

6.78

0

X = 500516.581Y = 6620778.544

CONTROL LINE MC60

DATUM 34.00

STATION 150.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.7

6636

.622

36.3

1436

.423

36.4

89

36.8

7637

.037

37.0

14

36.9

38

36.7

6636

.368

36.6

6836

.698

36.7

88

36.6

9836

.668

36.3

68

36.9

38

-6.3

96-5

.200

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

0

6.91

3

X = 500507.345Y = 6620774.713

CONTROL LINE MC60

DATUM 35.00

STATION 160.00

-3.0% -3.0%3.0:1-4.0:1 -4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.2

77

37.3

0636

.962

36.8

19

36.9

46

37.1

8237

.350

37.3

1037

.241

37.2

77

36.7

4137

.041

37.0

71

37.1

61

37.0

7137

.041

36.7

4137

.241

-6.8

09

-5.2

00-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.20

06.

701

X = 500497.963Y = 6620771.253

CONTROL LINE MC60

DATUM 36.00

STATION 170.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

54:39

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6302

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1


1NH2U-DG-TW-6302AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.5

4137

.580

37.6

1137

.328

37.4

37

37.5

8737

.683

37.7

33

37.6

58

37.5

4137

.050

37.3

5037

.380

37.4

70

37.3

8037

.350

37.0

50

37.6

58

-6.6

75-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

0

7.02

4

X = 500488.450Y = 6620768.172

CONTROL LINE MC60

DATUM 36.00

STATION 180.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.7

0737

.765

37.8

2137

.867

37.8

10

37.9

2037

.921

37.8

6537

.793

37.7

0737

.295

37.5

9537

.625

37.7

15

37.6

2537

.595

37.2

9537

.793

-6.4

39-5

.200

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

06.

697

X = 500478.822Y = 6620765.473

CONTROL LINE MC60

DATUM 36.00

STATION 190.00

-3.0% -3.0%3.0:1-4.0:1-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.8

1537

.881

37.9

5838

.022

37.9

29

37.9

1338

.035

38.0

0137

.944

37.8

1537

.475

37.7

7537

.805

37.8

95

37.8

0537

.775

37.4

7537

.944

-6.2

21-5

.200

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

06.

610

X = 500469.093Y = 6620763.162

CONTROL LINE MC60

DATUM 36.00

STATION 200.00

-3.0% -3.0%3.0:1-4.0:1-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET37

.916

37.9

8238

.063

38.1

30

37.9

50

37.9

3237

.961

37.9

3637

.882

37.9

1637

.590

37.8

9037

.920

38.0

10

37.9

2037

.890

37.5

9037

.882

-6.1

78-5

.200

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

06.

078

X = 500459.280Y = 6620761.242

CONTROL LINE MC60

DATUM 36.00

STATION 210.00

-3.0% -3.0%3.0:1-4.0:1 -4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.8

6737

.911

37.9

9037

.915

37.9

20

37.8

5337

.826

37.5

13

37.8

6737

.641

37.9

4137

.971

38.0

61

37.9

7137

.941

37.5

13

-5.8

78-5

.200

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.71

3

X = 500449.398Y = 6620759.715

CONTROL LINE MC60

DATUM 36.00

STATION 220.00

-3.0% -3.0%-4.0:1

-4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.6

0737

.527

37.5

98

37.8

88

37.8

0837

.628

37.6

65

37.6

0737

.966

37.9

96

38.0

86

37.9

9637

.966

37.6

65

-5.4

37-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.20

4

X = 500439.463Y = 6620758.585

CONTROL LINE MC60

DATUM 36.00

STATION 230.00

-3.0% -3.0%-4.0:1

-4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.6

1737

.672

37.6

94

37.8

38

37.7

9337

.687

37.6

85

37.6

1737

.991

38.0

21

38.1

11

38.0

2137

.991

37.6

85

-5.4

95-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.22

3

X = 500429.490Y = 6620757.853

CONTROL LINE MC60

DATUM 36.00

STATION 240.00

-3.0% -3.0%3.0:1-4.0:1 -4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

38.0

9037

.972

37.8

2937

.739

37.7

94

37.7

4837

.712

37.6

06

38.0

9037

.716

38.0

1638

.046

38.1

36

38.0

4638

.016

37.6

06

-6.3

21-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.63

9

X = 500419.497Y = 6620757.497

CONTROL LINE MC60

DATUM 36.00

STATION 250.00

-3.0% -3.0%-4.0:1

-4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.7

0837

.659

37.7

86

37.8

12

37.8

2237

.770

37.6

71

37.7

0838

.046

38.0

76

38.1

66

38.0

7638

.046

37.6

71

-5.3

50-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.49

9

X = 500409.501Y = 6620757.228

CONTROL LINE MC60

DATUM 36.00

STATION 260.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

54:48

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6303

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1


1NH2U-DG-TW-6303AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

38.2

5338

.201

38.0

3237

.920

37.9

89

37.9

3637

.904

37.8

29

38.2

5337

.817

38.1

1738

.147

38.2

37

38.1

4738

.117

37.8

29

-6.5

10-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.23

5

X = 500399.504Y = 6620756.959

CONTROL LINE MC60

DATUM 36.00

STATION 270.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

38.3

6138

.398

38.2

6938

.080

38.2

12

38.1

4738

.081

37.9

91

38.3

6137

.938

38.2

3838

.268

38.3

58

38.2

6838

.238

37.9

91

-6.4

70-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.35

8

X = 500389.508Y = 6620756.690

CONTROL LINE MC60

DATUM 36.00

STATION 280.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

38.7

03

38.7

4238

.526

38.3

48

38.4

19

38.3

5838

.283

38.1

77

38.7

03

38.1

1038

.410

38.4

40

38.5

30

38.4

4038

.410

38.1

77

-6.9

84

-5.2

00-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.40

3

X = 500379.511Y = 6620756.421

CONTROL LINE MC60

DATUM 36.00

STATION 290.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET38

.985

39.0

0638

.930

38.7

45

38.6

14

38.5

6538

.489

38.3

86

38.9

85

38.3

3138

.631

38.6

61

38.7

51

38.6

6138

.631

38.3

86

-7.1

64

-5.2

00-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.36

7

X = 500369.515Y = 6620756.151

CONTROL LINE MC60

DATUM 36.00

STATION 300.00

-3.0% -3.0%3.0:1-4.0:1 -4.0:1

3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

39.2

68

39.2

6539

.262

39.0

81

38.9

28

38.8

8738

.813

38.7

01

39.2

68

38.6

0238

.902

38.9

32

39.0

22

38.9

3238

.902

38.7

01

-7.2

01

-5.2

00-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.49

8

X = 500359.519Y = 6620755.882

CONTROL LINE MC60

DATUM 37.00

STATION 310.00

-3.0% -3.0%3.0:1-4.0:1 -4.0:1

3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

39.5

15

39.5

0039

.497

39.1

36

39.2

56

39.2

8339

.227

39.1

15

39.5

15

38.9

2339

.223

39.2

53

39.3

43

39.2

5339

.223

39.1

15

-6.9

78

-5.2

00-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.77

7

X = 500349.522Y = 6620755.627

CONTROL LINE MC60

DATUM 37.00

STATION 320.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

39.9

85

39.9

6139

.947

39.9

36

39.5

53

39.5

3039

.630

39.5

57

39.9

85

39.2

9439

.594

39.6

24

39.7

14

39.6

2439

.594

39.5

57

-7.2

75

-5.2

00-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.99

0

X = 500339.523Y = 6620755.653

CONTROL LINE MC60

DATUM 38.00

STATION 330.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

40.2

13

40.2

7240

.312

40.3

46

39.7

49

39.9

4639

.961

39.9

80

40.4

41

40.2

13

39.6

2139

.921

39.9

51

40.0

41

39.9

5139

.921

39.6

21

40.4

41

-6.9

79

-5.2

00-4

.000

-3.0

00

-0.0

00

3.00

04.

000

5.20

0

7.66

2

X = 500329.532Y = 6620756.063

CONTROL LINE MC60

DATUM 39.00

STATION 340.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

40.3

1040

.390

40.4

5740

.513

40.4

90

40.2

6140

.322

40.3

84

40.4

56

40.3

1039

.836

40.1

3640

.166

40.2

56

40.1

6640

.136

39.8

36

40.4

56

-6.6

22-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

0

7.06

0

X = 500319.564Y = 6620756.857

CONTROL LINE MC60

DATUM 39.00

STATION 350.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

54:56

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6304

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1


1NH2U-DG-TW-6304AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


-3.0% -3.0%3.0:1-4.0:1-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

40.1

1140

.157

40.2

6740

.359

40.4

98

40.5

1240

.545

40.5

39

40.8

83

40.1

1139

.941

40.2

4140

.271

40.3

61

40.2

7140

.241

39.9

41

40.8

83

-5.7

10-5

.200

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

0

8.02

9

X = 500309.634Y = 6620758.033

CONTROL LINE MC60

DATUM 38.00

STATION 360.00

-3.0% -3.0%-4.0:1

-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

39.9

3540

.059

40.1

62

40.3

79

40.5

0740

.467

40.6

60

40.8

11

39.9

3540

.234

40.2

64

40.3

54

40.2

6440

.234

39.9

34

40.8

11

-5.2

02-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.20

0

7.83

3

X = 500299.704Y = 6620759.205

CONTROL LINE MC60

DATUM 38.00

STATION 370.00

-3.0% -3.0%-4.0:1

-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

39.6

46

39.8

4039

.943

40.1

19

40.1

1840

.272

40.5

26

40.6

97

39.6

46

40.1

1740

.147

40.2

37

40.1

4740

.117

39.8

17

40.6

97

-5.8

82

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

0

7.84

3

X = 500289.719Y = 6620759.702

CONTROL LINE MC60

DATUM 37.00

STATION 380.00

-3.0% -3.0%-4.0:1

-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

38.7

42

39.5

2239

.460

39.7

51

40.1

9340

.431

40.5

89

40.8

16

38.7

42

39.8

8839

.918

40.0

08

39.9

1839

.888

39.5

88

40.8

16

-8.5

84

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

0

8.88

9

X = 500279.723Y = 6620759.509

CONTROL LINE MC60

DATUM 37.00

STATION 390.00

-3.0% -3.0%-4.0:1

-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

38.4

91

39.0

1639

.189

39.3

55

40.3

2240

.431

40.5

62

40.9

90

38.4

91

39.5

4839

.578

39.6

68

39.5

7839

.548

39.2

48

40.9

90

-8.2

30

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

0

10.4

30

X = 500269.764Y = 6620758.628

CONTROL LINE MC60

DATUM 36.00

STATION 400.00

-3.0% -3.0%

-4.0:1

-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.9

10

38.6

5138

.775

38.8

45

39.5

7539

.679

39.8

04

40.3

23

36.9

10

39.0

9739

.127

39.2

17

39.1

2739

.097

38.7

97

40.3

23

-12.

750

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

0

9.78

3

X = 500259.889Y = 6620757.063

CONTROL LINE MC60

DATUM 35.00

STATION 410.00

-3.0% -3.0%-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.8

85

38.1

9538

.284

38.2

99

39.2

5639

.408

39.5

89

40.5

48

37.8

85

38.5

3538

.565

38.6

55

38.5

6538

.535

38.2

35

40.5

48

-6.5

99

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

0

12.1

47

X = 500250.145Y = 6620754.821

CONTROL LINE MC60

DATUM 35.00

STATION 420.00

-3.0% -3.0%-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.4

15

37.5

1937

.561

37.4

53

38.5

9138

.731

38.9

08

39.9

72

37.4

15

37.8

6237

.892

37.9

82

37.8

9237

.862

37.5

62

39.9

72

-5.7

87

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

0

12.4

37

X = 500240.580Y = 6620751.913

CONTROL LINE MC60

DATUM 35.00

STATION 430.00

-3.0% -3.0%-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.7

9536

.582

36.6

34

36.6

34

38.0

2838

.144

38.2

82

39.0

48

36.7

9537

.113

37.1

43

37.2

33

37.1

4337

.113

36.8

13

39.0

48

-5.2

75-4

.000

-3.0

00

-0.0

00

3.00

04.

000

5.20

0

11.9

12

X = 500231.237Y = 6620748.352

CONTROL LINE MC60

DATUM 35.00

STATION 440.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

55:04

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6305

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1


1NH2U-DG-TW-6305AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


-3.0% -3.0%3.0:1-4.0:1-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.0

66

35.6

7535

.783

35.8

77

36.8

4236

.935

37.0

45

37.4

23

36.0

66

36.3

6336

.393

36.4

83

36.3

9336

.363

36.0

63

37.4

23

-5.2

11

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

0

9.28

3

X = 500222.162Y = 6620744.156

CONTROL LINE MC60

DATUM 34.00

STATION 450.00

-3.0% -3.0%-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.7

86

34.9

5035

.006

35.2

34

35.4

6335

.595

35.6

8735

.800

34.7

86

35.6

1235

.642

35.7

32

35.6

4235

.612

35.3

1235

.800

-7.3

05

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

06.

665

X = 500213.398Y = 6620739.345

CONTROL LINE MC60

DATUM 33.00

STATION 460.00

-3.0% -3.0%-4.0:1

-4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.1

88

34.2

8134

.353

34.7

12

34.6

7334

.602

34.5

24

34.1

88

34.8

9634

.926

35.0

16

34.9

2634

.896

34.5

24

-6.8

30

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.48

6

X = 500204.885Y = 6620734.098

CONTROL LINE MC60

DATUM 32.00

STATION 470.00

-3.0% -3.0%3.0:1-4.0:1-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET34

.105

33.9

8634

.042

34.3

23

34.4

7334

.404

34.3

59

34.7

57

34.1

05

34.4

0334

.433

34.5

23

34.4

3334

.403

34.1

03

34.7

57

-5.2

05

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

0

7.16

4

X = 500196.385Y = 6620728.830

CONTROL LINE MC60

DATUM 32.00

STATION 480.00

-3.0% -3.0%-4.0:1

-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

33.6

80

33.9

5334

.027

34.2

15

34.3

3834

.456

34.6

87

35.6

61

33.6

80

34.1

6534

.195

34.2

85

34.1

9534

.165

33.6

65

35.6

61

-5.9

40

-4.0

00-3

.000

-0.0

00

3.00

04.

000

6.00

0

11.9

95

X = 500187.885Y = 6620723.562

CONTROL LINE MC60

DATUM 32.00

STATION 490.00

-3.0% -3.0%-4.0:1 -4.0:1

3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

33.6

96

33.9

8234

.068

34.2

48

34.3

3434

.490

35.0

69

36.1

39

33.6

96

34.1

8034

.210

34.3

00

34.2

1034

.180

33.6

80

36.1

39

-5.9

36

-4.0

00-3

.000

-0.0

00

3.00

04.

000

6.00

0

13.3

83

X = 500179.386Y = 6620718.294

CONTROL LINE MC60

DATUM 32.00

STATION 500.00

-3.0% -3.0%-4.0:1

-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

33.5

35

34.0

2134

.125

34.3

83

34.5

2834

.762

35.1

24

35.9

63

33.5

35

34.4

5034

.480

34.5

70

34.4

8034

.450

34.1

50

35.9

63

-7.6

58

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

0

10.6

44

X = 500170.886Y = 6620713.026

CONTROL LINE MC60

DATUM 32.00

STATION 510.00

-3.0% -3.0%-4.0:1

-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

33.7

52

34.1

8534

.303

34.6

18

34.8

3735

.016

35.1

48

35.5

35

33.7

52

34.9

7335

.003

35.0

93

35.0

0334

.973

34.6

73

35.5

35

-8.8

84

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

0

7.78

8

X = 500162.386Y = 6620707.758

CONTROL LINE MC60

DATUM 33.00

STATION 520.00

-3.0% -3.0%-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.3

92

34.6

6434

.772

34.9

50

35.0

1834

.890

35.3

26

34.3

92

35.6

2235

.652

35.7

42

35.6

5235

.622

35.3

26

-8.9

17

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.21

2

X = 500154.028Y = 6620702.275

CONTROL LINE MC60

DATUM 33.00

STATION 530.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

55:13

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6306

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1


1NH2U-DG-TW-6306AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


-3.0% -3.0%-4.0:1

-4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.9

52

35.3

5535

.462

35.4

00

35.5

6035

.635

35.8

06

34.9

52

36.1

8236

.212

36.3

02

36.2

1236

.182

35.8

06

-8.9

21

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.50

6

X = 500146.591Y = 6620695.608

CONTROL LINE MC60

DATUM 34.00

STATION 540.00

-3.0% -3.0%-4.0:1

-4.0:1

ES61

LU61

MC

60

LU6K

ES6

K-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.6

68

35.9

9236

.079

36.3

31

36.1

4136

.225

36.3

49

35.6

68

36.6

5236

.682

36.7

72

36.6

8236

.652

36.3

49

-7.9

38

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.21

4

X = 500140.363Y = 6620687.799

CONTROL LINE MC60

DATUM 34.00

STATION 550.00

-3.0% -3.0%-4.0:1

-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.4

95

36.6

8736

.764

36.9

97

36.7

4836

.857

37.0

07

37.4

32

36.4

95

37.0

3137

.061

37.1

51

37.0

6137

.031

36.7

31

37.4

32

-6.1

43

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

0

7.30

5

X = 500135.516Y = 6620679.065

CONTROL LINE MC60

DATUM 35.00

STATION 560.00

-3.0% -3.0%3.0:1-4.0:1-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET37

.171

37.2

2037

.344

37.4

30

37.2

66

37.4

6837

.548

37.8

30

38.2

97

37.1

7137

.019

37.3

1937

.349

37.4

39

37.3

4937

.319

37.0

19

38.2

97

-5.6

57-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

0

9.03

8

X = 500132.186Y = 6620669.648

CONTROL LINE MC60

DATUM 35.00

STATION 570.00

-3.0% -3.0%3.0:1-4.0:1-4.0:1 3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.5

0537

.592

37.7

1137

.811

37.7

48

37.9

2838

.020

38.0

29

38.0

48

37.5

0537

.216

37.5

1637

.546

37.6

36

37.5

4637

.516

37.2

16

38.0

48

-6.0

67-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

0

7.69

6

X = 500130.464Y = 6620659.809

CONTROL LINE MC60

DATUM 36.00

STATION 580.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.7

2537

.799

37.8

0337

.635

37.7

34

37.8

6537

.854

37.8

4237

.819

37.7

2537

.322

37.6

2237

.652

37.7

42

37.6

5237

.622

37.3

2237

.819

-6.4

08-5

.200

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.20

06.

690

X = 500130.398Y = 6620649.821

CONTROL LINE MC60

DATUM 36.00

STATION 590.00

-3.0% -3.0%3.0:1-4.0:1-4.0:1

3.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.5

7637

.598

37.5

0037

.515

37.5

62

37.5

7237

.547

37.4

96

37.5

7637

.338

37.6

3837

.668

37.7

58

37.6

6837

.638

37.4

96

-5.9

16-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.67

6

X = 500131.990Y = 6620639.960

CONTROL LINE MC60

DATUM 36.00

STATION 600.00

-3.0% -3.0%3.0:1-4.0:1 -4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.2

78

37.2

6737

.278

37.3

18

37.2

7737

.240

37.1

85

37.2

78

37.5

6237

.592

37.6

82

37.5

9237

.562

37.1

85

-5.2

47

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.51

0

X = 500134.509Y = 6620630.283

CONTROL LINE MC60

DATUM 36.00

STATION 610.00

-3.0% -3.0%-4.0:1 -4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

37.0

8337

.005

36.9

79

36.9

98

37.0

3836

.985

36.8

77

37.0

8337

.395

37.4

25

37.5

15

37.4

2537

.395

36.8

77

-5.2

50-4

.000

-3.0

00

-0.0

00

3.00

04.

000

6.07

5

X = 500137.033Y = 6620620.607

CONTROL LINE MC60

DATUM 36.00

STATION 620.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

55:21

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6307

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1


1NH2U-DG-TW-6307AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


-3.0% -3.0%3.0:1-4.0:1 -4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.8

67

36.7

5936

.676

36.5

83

36.8

0636

.745

36.6

18

36.8

67

37.1

3837

.168

37.2

58

37.1

6837

.138

36.6

18

-5.2

87

-4.0

00-3

.000

-0.0

00

3.00

04.

000

6.08

2

X = 500139.557Y = 6620610.930

CONTROL LINE MC60

DATUM 35.00

STATION 630.00

-3.0% -3.0%3.0:1-4.0:1 -4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.7

3336

.658

36.5

3436

.408

36.2

64

36.4

8636

.428

36.3

20

36.7

3336

.490

36.7

9036

.820

36.9

10

36.8

2036

.790

36.3

20

-5.9

32-5

.200

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.87

9

X = 500142.080Y = 6620601.254

CONTROL LINE MC60

DATUM 35.00

STATION 640.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

36.4

5836

.464

36.4

6136

.270

35.8

89

36.1

8436

.158

36.0

83

36.4

5836

.050

36.3

5036

.380

36.4

70

36.3

8036

.350

36.0

83

-6.4

25-5

.200

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.29

8

X = 500144.604Y = 6620591.578

CONTROL LINE MC60

DATUM 35.00

STATION 650.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET35

.949

35.9

3835

.926

35.9

28

35.4

90

35.6

7635

.850

35.7

75

35.9

4935

.549

35.8

4935

.879

35.9

69

35.8

7935

.849

35.7

75

-6.4

01-5

.200

-4.0

00-3

.000

-0.0

00

3.00

04.

000

5.87

7

X = 500147.127Y = 6620581.901

CONTROL LINE MC60

DATUM 34.00

STATION 660.00

-3.0% -3.0%3.0:1-4.0:1

-4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

35.5

82

35.6

0835

.627

35.5

73

35.1

67

35.2

9935

.433

35.4

4435

.410

35.5

82

35.0

4735

.347

35.3

77

35.4

67

35.3

7735

.347

35.0

4735

.410

-6.8

09

-5.2

00-4

.000

-3.0

00

-0.0

00

3.00

04.

000

5.20

06.

291

X = 500149.651Y = 6620572.225

CONTROL LINE MC60

DATUM 34.00

STATION 670.00

-3.0% -3.0% -4.0:13.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.9

4134

.903

34.8

5834

.779

34.6

90

34.9

4635

.104

35.0

8935

.052

34.9

4134

.544

34.8

4434

.874

34.9

64

34.8

7434

.844

34.5

4435

.052

-6.3

93-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

06.

726

X = 500151.395Y = 6620562.394

CONTROL LINE MC60

DATUM 34.00

STATION 680.00

-3.0% -4.0:13.0:1

ES6

P

LU6P

LA61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

34.3

68

34.4

3334

.393

34.3

62

34.2

94

34.1

58

34.4

3034

.510

34.5

91

34.5

81

34.3

68

33.9

1234

.251

34.3

09

34.3

71

34.4

61

34.3

7134

.341

34.0

41

34.5

81

-9.7

98

-8.0

15-6

.637

-5.5

06

-3.0

00

-0.0

00

3.00

04.

000

5.20

0

6.82

3

X = 500151.162Y = 6620552.413

CONTROL LINE MC60

DATUM 33.00

STATION 690.00

-3.0% -4.0:13.0:1

LA61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

33.4

41

33.8

40

33.6

64

33.8

7933

.963

34.0

0434

.035

33.1

71

33.8

68

33.9

58

33.8

6833

.838

33.5

3834

.035

-15.

000

-3.0

00

-0.0

00

3.00

04.

000

5.20

06.

691

X = 500148.952Y = 6620542.678

CONTROL LINE MC60

DATUM 32.00

STATION 700.00

-3.0% -4.0:13.0:1

LU65

LA61

MC

61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

32.8

96

33.0

22

33.4

2233

.430

33.3

76

33.3

9133

.425

33.4

6533

.495

32.9

37

33.0

65

33.3

6533

.381

33.4

55

33.3

6533

.335

33.0

3533

.495

-15.

000

-12.

602

-3.0

00-2

.459

-0.0

00

3.00

04.

000

5.20

06.

581

X = 500144.851Y = 6620533.576

CONTROL LINE MC60

DATUM 32.00

STATION 710.00


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

55:30

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6308

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1


1NH2U-DG-TW-6308AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


-3.0% -3.0% -4.0:13.0:1

ES65

LU65

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

32.8

0832

.829

32.8

5932

.891

32.9

40

32.9

3232

.960

32.9

6332

.965

32.8

0832

.537

32.8

3332

.862

32.9

52

32.8

6232

.832

32.5

3232

.965

-6.0

44-5

.238

-4.0

37-3

.000

-0.0

00

3.00

04.

000

5.20

06.

500

X = 500139.023Y = 6620525.469

CONTROL LINE MC60

DATUM 32.00

STATION 720.00

-3.0% -3.0% -4.0:13.0:13.0:1

-4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

32.4

4432

.448

32.4

5232

.459

32.3

68

32.3

6232

.368

32.3

7432

.379

32.4

4432

.030

32.3

3032

.360

32.4

50

32.3

6032

.330

32.0

3032

.379

-6.4

44-5

.200

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

06.

250

X = 500132.022Y = 6620518.332

CONTROL LINE MC60

DATUM 31.00

STATION 730.00

-3.0% -3.0% -4.0:13.0:13.0:1

-4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

32.1

81

31.9

8631

.866

31.7

67

31.7

57

31.8

9731

.925

31.9

2131

.902

32.1

81

31.5

2731

.827

31.8

57

31.9

47

31.8

5731

.827

31.5

2731

.902

-7.1

64

-5.2

00-4

.000

-3.0

00

0.00

0

3.00

04.

000

5.20

06.

327

X = 500124.950Y = 6620511.261

CONTROL LINE MC60

DATUM 31.00

STATION 740.00

-3.0% -3.0% -4.0:13.0:13.0:1-4.0:1

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

31.1

08

31.0

0630

.924

31.0

77

31.1

8931

.311

31.3

2631

.338

31.1

08

31.3

2431

.354

31.4

44

31.3

5431

.324

31.0

2431

.338

-5.4

51

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

06.

143

X = 500117.879Y = 6620504.191

CONTROL LINE MC60

DATUM 30.00

STATION 750.00

-3.0% -3.0%

ES61

LU61

MC

60

LU6K

ES6

K

-3.0%

DESIGN HEIGHT

EXISTING SURFACE

OFFSET

31.0

51

30.9

5730

.887

31.0

43

31.1

5631

.280

31.2

9531

.306

31.0

51

31.3

0231

.332

31.4

22

31.3

3231

.302

31.0

0231

.306

-5.3

47

-4.0

00-3

.000

0.00

0

3.00

04.

000

5.20

06.

115

X = 500117.567Y = 6620503.879

CONTROL LINE MC60

DATUM 30.00

STATION 750.44


REVPHASE

STATUS


CLIENT


DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

INITIAL DATETITLE


PROJECT

DRAWING No


CONTRACTOR

DATE

:8/2

3/20

132:

55:38

PMLO

GIN

NAME

:ARN

OLO

CATI

ON:S

:\01_

Proje

cts\9

0001

\ACA

D\DR

AWIN

GS\06

_TW

6\NH2

U-DM

-TW

-6309

.dwg




PROJECT MANAGER

0 2 4 6 8mHORIZ.

VERT.0 2 4 6 8m


AF

23/08/13 AF

TI



1


1NH2U-DG-TW-6309AO

TI

AODS2013/000070

PDD

TW6

23/08/13

23/08/13

23/08/13

23/08/13


Attachment 2- Main Site Compound Access Road (Activity 1a ...

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