P500_FINAL_DESIGN_DWGS-Vol1_SIGNED.pdf

G-001

FY24 MCAF PROJECT PAF-180500,

BOMBER APRON

ROYAL AUSTRALIAN AIR FORCE (RAAF) BASE TINDAL, AUSTRALIA

RAAF BASE

TINDAL

FINAL SUBMITTAL

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S TA T E O F C A L I F O R N I A

FINAL SUBMITTAL

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S TA T E O F C A L I F O R N I A

NORTHERN

TERRITORY

QUEENSLAND

WESTERN

AUSTRALIA

SOUTH

AUSTRALIA

NEW SOUTH

WALES

C O R A L S E A

A R A F U R A S E A

I N D I A N O C E A N

VICTORIA

TASMANIA

HOBART

MELBOURNE

CANBERRA SYDNEY

BRISBANE

DARWIN

PERTH

KATHERINE

PROJECT VICINITY

PROJECT

VICINITY

PROJECT

VICINITY

VICINITY MAP

LOCATION MAP

MAP OF AUSTRALIA

331 Jan 2023

DATE: 03/02/2023

Evan Mizue

G-002

INDEX OF DRAWINGS

FINAL SUBMITTAL

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S TA T E O F C A L I F O R N I A

G

Air V alve

Air V

Air V alve

Air V alve

W M

Ø200 STEEL

PARKING CLEARANCE

PARKING CLEARANCE

PARKING CLEARANCE

PA

RK

IN

G

CL

EA

RA

NC

E

PA

RK

IN

G

CL

EA

RA

NC

E

PA

RK

IN

G

CL

EA

RA

NC

E

PA

RK

IN

G

CL

EA

RA

NC

E

PA

RK

IN

G

CL

EA

RA

NC

E

PA

RK

IN

G

CL

EA

RA

NC

E

PARKING CLEARANCE

PARKING CLEARANCE

PARKING CLEARANCE

PARKING CLEARANCE

PARKING CLEARANCE

PARKING CLEARANCE

G-101

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S TA T E O F C A L I F O R N I A

TN

PLAN

NORTH

A1KEY MAP

SCALE: 1:2500m

1250 250m

1:2500

HYD

FOD CONTROL

FOD CONTROL

12-4

3-4

A3

C

C

J

A332

A3

C

C

J

C17 C30J

A3

C

C

J

A3

C

C

J

A332

C17 C30J

A332

C17 C30J

A332

C17 C30J

PARKING CLEARANCE

PARKING CLEARANCE

PARKING CLEARANCE

PA

RK

IN

G

CL

EA

RA

NC

E

PA

RK

IN

G

CL

EA

RA

NC

E

PA

RK

IN

G

CL

EA

RA

NC

E

PA

RK

IN

G

CL

EA

RA

NC

E

PA

RK

IN

G

CL

EA

RA

NC

E

PA

RK

IN

G

CL

EA

RA

NC

E

PARKING CLEARANCE

PARKING CLEARANCE

PARKING CLEARANCE

PARKING CLEARANCE

PARKING CLEARANCE

PARKING CLEARANCE

B-52H B-52H B-52H B-52H B-52H B-52H B-52H B-52HB-52H B-52H B-52H B-52H

E X X E X

E X

X

E X

X

E X

X E

X X

2 - 6 2 - 61 - 5 1 - 5

B52

A332

C17

B52

A332

C17

B52

A332

C17

B52

A332

C17

B52

A332

C17

B52

A332

C17

STAN

D 6

STAN

D 5

STAN

D 4

STAN

D 3

STAN

D 2

STAND 1

STAND 3

STAND 4

STAND 2

STAND 5

2 3 4 5 61

OLAW

OLAN OLA

E

OLA S OLAW OLA S

OLA

EOLAN

FOD CONTROL

1 2 2 3 3 4 4 5 5 6

1 - 5

G-102

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S TA T E O F C A L I F O R N I A

1250 250m

1:2500

TN

PLAN

NORTH

A1OVERALL SITE PLAN

SCALE: 1:2500m

AIR MOVEMENTS

TERMINAL

TARAKAN ROAD

WESTERN ACCESS ROAD

RAAF FUEL

FARM (FF2)

RAAF FUEL FARM

AIRCRAFT PARKING

APRON

USAF FUEL

FARM (P200)

USAF OPERATIONS

(P700)

USAF MAINTENANCE

(P400)

TA

XI

W

AY

A

TA

XI

W

AY

A

TAXIWAY A (EMERGENCY RUNWAY)

TAXIWAY A4

RUNWAY 14/32

AI

TA

PE

R

OA

D

TAXIW

AY R (E

MERGENCY RUNWAY)

TA

XI

W

AY

A

LIMIT OF DISTURBANCE

NEW BOMBER APRON

FIGHTER/STRIKE

DISPERSAL AREA

(OLAs)

MARITIME

OLA

C

C

C

C

C

C

C

C

C

C

C

C

C C

LI

LI

LI

LI LI LI LI LILI

LI LI LI LI LI LI LI LI LI

LI LI LI LI LI

LI LI LI

LI LI

LI

LI

S S

S

S

E(

HV

E(

HV

E(

HV

E(

HV

E(

HV

E(

HV

E(

HV

FU

FU

FU

FU

FU

FU

FU

FU

FU

FU

FU

LI LI LI LI LI

LI

LI

LI

DD

LI

LI

LI

LI

LI

LI

LI

C C C

FO

E(LV)

E(LV)

E(LV

E(L V)

E(

LV

E(LV)

E(LV)

E(L V)

E(LV)E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)

E(LV)E(LV)

E(L V)

E(L V)

E(LV)E(LV)

E(L V)

E(LV)

E(LV)

E(LV)

E(LV)

E(LV)

E(LV)

E(LV)

E(LV)

E(L V)

E(LV)

E(LV)

E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)

W

UN

UN

UN

C

C

CE(LV

C C

E(LV

UN

UN

W

C

W

C

S S

S S

S

C E(

LV

E(

LV

C

D

D

D

D

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

E(HV)

E(HV)

E(HV)

E(HV)

E(HV)

E(HV)

E(HV)

E(HV)

C

E(

LV

S S

CC

W

W

W

W

W

W

C

C

FU

FU

FU

FU

FU

FU

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

C

C

C

AC

C

C

C C C C C C CC2 C2

C C

C C

C C

C

C

C C

C C

C C

C

C

C

C

C

C

C

C C

C

C

EC

EC

EC

EC

EC

E C

E C

C C

C C C C C C2C2C2 C1

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

LV LV LV LV LV

AGL

AGL

AGL

AGL AGL AGL

AGL

AGL

AGL AGL AGL

AGL

AGL

AGL

AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL

AGLAGLAGL

AG

L

AG

L

AGL AGL AGL

AGL AGL AGL

AG

L

AGL

AGL

AGL

AGL AGL AGL AGL AGL AGL AGL

AGL

AGL

AGL

AGL

AGL

AGL

E E

E E

E E

E

E

E

E

E

E

E

E

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

EP-HV-10

EP

-H

V-

EP-HV-09

EP-HV-09

EP-HV-10

EP-HV-10

EP-HV-10

SU

B 0

HV

HV

HV

HV

HV

HV

HV

HV

H

HV

HV

HV

HV

HV

HV

C C

C

C C

C

C C

C

C

C

C C

C C

C

C

C

C

C

C

C

C C C C C C

C C

C

C

C

C

C

C

C C C

C C C C

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

PO

L

P

POL POL POL POL POL POL POL POL

PO

L

PO

L

PO

L

POLPOLPOLPOLPOLPOLPOL

E E E

E

E

E

E

E

E

E

E

EE

E

E

E

E E E

E

S

AGL

AGL

AGL

AGL

AGL

AGL

AGL

AGL

AGL

AGL

AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL

AGL AGL AGL AGL AGL

AGL

AGL

AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL AGL

AGL

AGL AGL

AGL

AGL

AGL

AGL

S

AL

ER

.14

SUB

LV LV LV LV LV LV LV LV LV LV LV

LV

LV

LV

LV

LV LV LV LV LV LV LV LV LV LV LV LV

LV

LV LV

LV

E

E

E E

E

E

E

E

E

E

E

E

EE

E

E

E E E E

E

S S

S

AL

ER

.14

SUB

G-105

APRON RECLAIMED CRUSHED

CONCRETE STOCKPILE LOCATION

100m

1:1000

APRON RECLAIMED SUBBASE

STOCKPILE (IF APPLICABLE) - 3570m2

APPROX.

APRON RECLAIMED CRUSHED CONCRETE

STOCKPILE- 6500m² APPROX

HAUL ROAD, SHOWN INDICATIVELY ONLY.

HAUL ROUTE TO SUIT CONTRACTOR

REQUIREMENTS AND SITE FACILITIES.

CONTRACTOR TO DETERMINE

REQUIREMENTS AS PART OF

TEMPORARY WORK

CONCRETE BATCHING PLANT,

CRUSHER AND TEMPORARY

CONCRETE MIX STOCKPILE

LOCATION - 4200m² .APPROX.

BATCHING PLANT TO MEET OLS

REQUIREMENTS WITH TAXIWAY R

FUEL HYDRANT LINE

HAUL ROAD TO CONNECT WITH AITAPE

ROAD. MAKE GOOD FOLLOWING

DEMOLITION OF HAUL ROAD

APRON RECLAIMED SUBBASE

STOCKPILE (IF APPLICABLE)

CONCRETE BATCHING PLANT, CRUSHER AND

TEMPORARY CONCRETE MIX STOCKPILE LOCATION

HAUL ROAD

TN

PLAN

NORTH

A1CONTRACTORS SITE FACILITIES AND HAUL ROAD

SCALE: 1:1000m

APRON RECLAIMED SUBBASE

STOCKPILE (IF APPLICABLE)

1700m² APPROX.

POTENTIAL LOCATION FOR CONCRETE BATCH PLANT.

A3SPOIL LOCATION SITE PLAN

NOT TO SCALE

FINAL SUBMITTAL

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S TA T E O F C A L I F O R N I A

APRON RECLAIMED CRUSHED

BLOCK PAVER STOCKPILE -

750m² .APPROX

CONTRACTOR LAYDOWN,

POTENTIAL SITE FACILITIES AREA

CONTRACTOR LAYDOWN, POTENTIAL VEHICLE

AND EQUIPMENT MAINTENANCE AREA

APRON RECLAIMED CRUSHED BLOCK PAVER

STOCKPILE LOCATION

CONTRACTOR LAYDOWN,

POTENTIAL SITE FACILITIES

AREA - 1600m2 APPROX.

CONTRACTOR LAYDOWN, POTENTIAL

VEHICLE AND EQUIPMENT MAINTENANCE

AREA - 1300m2 APPROX.

CONTRACTOR LAYDOWN,

POTENTIAL SITE FACILITIES

AREA - 900m2 APPROX.

SHEET LEGEND:

PROTECT EXISTING SERVICES

INSTALLED BY KC-30 PROJECT

THROUGH TEMPORARY

STOCKPILE AND FACILITIES

AREA

EXISTING CHAINLINK FENCE

TO BE DEMOLISHED.

REFER DEMOLITION PLANS

STOCKPILE NOTES:

ACCOMMODATION NOTES:

SITE-WON MATERIAL SPECIFIED TO BE SALVAGED ON DEMOLITION

DRAWINGS MUST BE RE-USED FOR PURPOSES DEFINED ON CIVIL GENERAL

NOTES DWG C-002 WHERE ACHIEVABLE.

SITE-WON MATERIAL MUST BE TESTED AND ASSIGNED A PFAS

CONTAMINATION CATEGORY IN ACCORDANCE WITH THE TEMPORARY

ENVIRONMENTAL CONTROL SPECIFICATION, PROJECT PFAS CONSTRUCTION

RISK ASSESSMENT. THE ORDER OF PRIORITY FOR REUSE OF MATERIAL

DEPENDS ON CONTAMINATION CATEGORY AND MUST BE IN ACCORDANCE

WITH THIS SPECIFICATION.

THE CONTRACTOR IS RESPONSIBLE FOR DESIGN AND MANAGEMENT OF

STOCKPILE LOCATIONS WITHIN THE AREAS DEFINED ON THIS DRAWING.

HAUL ROAD/ROUTES ARE SHOWN INDICATIVELY ONLY AND ARE TO BE

PROVIDED BY THE CONTRACTOR TO SUIT TEMPORARY WORK

REQUIREMENTS. THESE SHOULD BE COORDINATED WITH BASE.

ENVIRONMENTAL MEASURES FOR STOCKPILING IN ACCORDANCE WITH

BASE AND DEFENCE REQUIREMENTS. THE CONTRACTOR SHALL DEVELOP

THE DRAFT CONSTRUCTION ENVIRONMENTAL MANAGEMENT PLAN.

EXCESS SPOIL STOCKPILE TO BE LOCATED AT THE KC-30 HIAL SPOIL ZONE

AS NOMINATED ON PLAN. PLACE SPOIL AS GENERAL FILL IN LAYERS NOT

EXCEEDING 150mm, COMPACTED TO 92% MMDD. MAKE ALLOWANCE TO

HYRDO-MULCH STOCKPILE FOLLOWING COMPLETION. CO-ORDINATE

ACCESS AND STOCKPILE REQUIREMENTS WITH THE KC-30 MANAGING

CONTRACTOR. SEPARATE EXCESS SUBBASE MATERIAL STOCKPILE SUCH

THAT IT CAN BE REUSED BY OTHER PROJECTS AS REQUIRED.

MAKE GOOD AND REINSTATE VEGETATION TO TEMPORARY CONTRACTOR

AREAS FOLLOWING COMPLETION.

CONTRACTOR IS RESPONSIBLE TO SETUP CONCRETE BATCHING PLANT AND

CRUSHER AREA SUITABLE TO ACCOMODATE RE-USE OF DEMOLISHED

MATERIAL AS SPECIFIED. MATERIAL WITH PFAS CONTAMINATION IS NOT TO

BE REMOVED FROM SITE.

MAKE ALLOWANCE FOR PROVISION OF CONTRACTOR ACCOMMODATION

FOR THE DURATION OF THE PROJECT. ALLOWANCE TO BE MADE FOR

ACCOMMODATION TO BE BASED OFF-SITE FROM RAAF TINDAL. THE

CONTRACTOR IS RESPONSIBLE FOR ALL COSTS AND ARRANGEMENTS

INCLUDING UTILITIES AS APPLICABLE.

TAXIW

AY R

C L

EXISTING FENCE TO BE DEMOLISHED

ON-SITE CONTRACTOR FACILITIES:

MAKE ALLOWANCE FOR ASSESSMENT OF UTILITY CAPACITY, CONNECTION

TO EXISTING UTILITIES, METERING AND ALL ONGOING COSTS ASSOCIATED

WITH UTILITY USAGE AT MARKET RATES FOR THE DURATION OF THIS

PROJECT. SEEK DETAILS AND APPROVAL OF THE SITE MANAGEMENT PLAN

FROM TINDAL STAKEHOLDERS.

PROTECT EXISTING

SERVICES

UNSEALED

ACCESS

TRACK A

A1 C-165

P500 PROJECT SITE

POTENTIAL HAUL

ROUTE TBC

KC-30 HIAL SPOIL

ZONE, POTENTIAL

FUTURE CAPACITY

POTENTIAL WATER

CONNECTION POINT FOR

TEMPORARY CONTRACTOR

FACILITIES. EXCLUDES

WATER FOR CONSTRUCTION

ACTIVITIES. CONFIRM WITH

BASE STAKEHOLDER

POTENTIAL POWER CONNECTION POINT

FOR CONTRACTOR FACILITIES. EXCLUDES

POWER FOR CONSTRUCTION ACTIVITIES,

CONFIRM WITH BASE STAKEHOLDERS

EXISTING TAXIWAY A.

OPEN TO CODE D AIRCRAFT

(EMERGENCY RUNWAY)

EXISTING APRON

SHOULDER

EXISTING APRON - WIDTH VARIES

PHASE 1 - 2024

P500 APRON - WIDTH VARIES

P500 CENTRAL

OPEN DRAIN

EXISTING APRON DEMOLISHED

STORMWATER AND FUEL

MAIN CONSTRUCTED

EXISTING

BUILDINGS /

TOPSOIL

REMOVED

EXISTING SHOULDER AC

REMOVED

GRADE NATURAL SURFACE TO

DRAIN TO EXISTING SWALE

LI

M

IT

O

F

PA

VE

M

EN

T

W

OR

KS

P500 FLEXIBLE

SHOULDER

DRAINAGE AND HYDRANT

PITS CONSTRUCTED TO

FINISHED SURFACE LEVELS,

PROVIDE PROTECTION

DEMOLITION, INSTALLATION OF STORMWATER

DRAINAGE AND ASSOCIATED INFRASTRUCTURE

AND HYDRANT REFUELING LINE

INSTALL STORMWATER PIPE

AND PIT TO FINISHED SURFACE

LEVELS, PROVIDE PROTECTION.

HORIZONTAL CONTROL LINE

CULVERTS CONSTRUCTED

LI

M

IT

O

F

PA

VE

M

EN

T

W

OR

KS

PHASE 2 - APRIL 2025

P500 APRON - WIDTH VARIES

P500 CENTRAL

OPEN DRAIN

P500 FLEXIBLE

SHOULDER

MAINTAIN CENTRAL OPEN DRAIN FORMATION LEVELS -

EARTHWORKS ONLY, NO PAVEMENT

SUBSOIL DRAINAGE, DEEP BASE CANISTERS AND FLEXIBLE

SHOULDER PAVEMENT CONSTRUCTION

KC-30 TAXIWAY A AND INVERT FILLETS

CONSTRUCTED (BY OTHERS)

JULY 2025 (TAXIWAY CLOSED)

P500 APRON - RIGID PAVEMENT

CONSTRUCTED

EXCAVATION AND FILL, CONSTRUCTION OF

PAVEMENT LAYERS. CONSTRUCT AGL DEEP

BASE CANISTERS, CONSTRUCTION OF RIGID

PAVEMENT. BULK FORMATION OF CENTRAL

OPEN DRAIN

FACE OF RIGID PAVEMENT AT INTERFACE TO KC-30

TAXIWAY THROAT (BEYOND) MUST BE CONSTRUCTED

BY JUNE 2025 TO ENABLE KC-30 PROJECT TO MATCH IN

WITH FLEXIBLE PAVEMENT

HORIZONTAL CONTROL LINE

P500 PROJECT WORKS TO COMMENCE PLAN

SOUTH OF APRON AND PROGRESS TOWARDS

PLAN NORTH, ENABLING KC-30 PROJECT

FLEXIBLE PAVEMENT INTERFACE, AND FOR

P500 WORS TO VACATE THE TEMPORARY

RUNWAY OLS (PHASE 3).

LI

M

IT

O

F

PA

VE

M

EN

T

W

OR

KS

PHASE 3 - 2026

P500 APRON - WIDTH VARIES

P500 CENTRAL

OPEN DRAIN

P500 FLEXIBLE

SHOULDER

CENTRAL SWALE PAVEMENT WORKS LATE 2026

KC-30 TAXIWAY A ,

TAXIWAY OPERATING AS TEMPORARY RUNWAY APPROX.

APRIL 2026. P500 WORKS MUST VACATE THE OLS

HORIZONTAL CONTROL LINE

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S TA T E O F C A L I F O R N I A

G-301

1. WORK STAGING DRAWING ILLUSTRATES THE CONSTRUCTION

STAGING REQUIREMENTS AND COORDINATION INTERFACES

BETWEEN THE WORKS UNDER THIS PROJECT (P500) AND THE KC-30

PROJECT (BY OTHERS). STAGING IS SUBJECT TO COORDINATION AND

IS BASED ON INDICATIVE CONSTRUCTION PROGRAMS. MAKE

ALLOWANCE WITHIN PROGRAM TO ALIGN WITH KEY PROJECT

STAGING REQUIREMENTS SHOWN.

2. ALL WORKS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE

APPROVED METHOD OF WORKING PLAN.

3. PROVIDE TEMPORARY AND PERMANENT DRAINAGE OF THE WORKS

TO PROTECT PAVEMENTS.

4. REFER TO DRAWING CP501 FOR PAVEMENT DETAILS.

5. REFER TO DRAWING C-101 FOR HORIZONTAL CONTROL LINE DETAILS.

FINISHED DESIGN SURFACE

EXISTING SURFACE

STRIPPED SURFACE

KC-30 PROJECT SURFACE

SHEET GENERAL NOTES:

SHEET LEGEND:

A1TYPICAL APRON SECTIONS - TEMPORARY WORKS

-SCALE: N.T.S

C-001

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S TA T E O F C A L I F O R N I A

ABBREVIATIONS AND LEGEND

WM

AV

TNK

T

ST

PA

SV

M

W

M

DF

B

S

ST

SHR

WL 0.00

0.00

TP

TG

SO

M

M

LB

GUY

FFL 0.000

FP

FSL 0.000

B

BBQ

VENT

GT

P

ST

SPS

IL 0.00

OF

TS

SH

IP

AP

S

MIR

C

P

TD

GP

0.00

S

G

G

M

IP

GB

VENT

FB

FP

H H

HB

HYD

M

E

FI

M

TFR

TFR

SB

G

E

FB

O

F

M E

GT

GLT

KO

IP

DP

TEL

M CM

A

AV

R P

O

AM

LM

T

AC

FUME

DDAMPERS

DUCTS ABOVE GROUND

DUCTS BELOW GROUND

EXTRACTION HOODS, FUME CUPBOARDS

HEATER

MISCELLANEOUS

PIPE CHILLED WATER

PLANT & EQUIPMENT

VENTS

AIRFIELD BEACON

AIRFIELD LIGHT CABLING

AIRFIELD LIGHT MANHOLE

AIRFIELD REFERENCE POINT

AIRFIELD LIGHTING

EARTHING POINT

GABLE MARKER

GRASS AIRSTRIP/LANDING GROUND

LIGHTNING MAST

RUNWAYS HIGH STRENGTH

SEALED RUNWAYS

TIE DOWN POINT

T-VASIS AND PAPI BOXES

UNSEALED RUNWAYS, TAXIWAYS

AND APRONS

VISUAL APPROACH AIDE

WINDSOCK

MANHOLE

MISCELLANEOUS

OUTLET

PIPE ABOVE GROUND

PIPE UNDER GROUND

REGULATOR

VALVE

CABLE AG

ANTENNA/ AERIAL

CABLE MARKER

CABLE UG

EARTH STAKE

FIBRE OPTIC CABLE UG

JUNCTION BOX PIT

MANHOLE

PILLAR

POLE

PUBLIC TELEPHONE

SATELLITE DISH

TELEPHONE CABLE A/G

TELEPHONE CABLE U/G

TOWER

DOWNPIPE

GABION / ROCK PROTECTION LAYER

GRATED DRAIN

INSPECTION OPENING

KERB OUTLET

MANHOLE

MISCELLANEOUS

PIPE ABOVE GROUND

PIPE UNDER GROUND

GRATED PIT

STONE PITCHING

SUB SURFACE DRAIN

TRAP GULLY

TRAP GREASE

OPEN UNLINED DRAIN

WATER TABLE

BOLLARD LIGHT

CABLE BOX / PILLAR

CABLE MARKER

EARTH STAKE

FLOOD LIGHT

GROUND LIGHT

HIGH VOLTAGE CABLE ABOVE GROUND

HIGH VOLTAGE CABLE UNDER GROUND

LOW VOLTAGE CABLE ABOVE GROUND

LIGHT POLE

LOW VOLTAGE CABLE UNDER GROUND

MANHOLE

OUTLET

POWER/FUSE BOARD

POWER POLE

HIGH VOLTAGE POLE

ELECTRICITY PILLAR

JUNCTION BOX PIT

POLE WITH LIGHT

LOW VOLTAGE POLE

STAY WIRE

SUBSTATION

SWITCHBOARD

TOWER

TRANSFORMER ON GROUND

TRANSFORMER OVERHEAD

CABLE MARKER

EXTINGUISHER

HYDRANT MARKER

HOSE BOX REEL

HYDRANT ABOVE GROUND

HYDRANT UNDER GROUND

JUNCTION BOX PIT

MAIN UNDERGROUND

STOP VALVE

MAIN ABOVE GROUND

EARTH POINT

FILLING POINT

PIPE ABOVE GROUND

PIPE UNDER GROUND

PUMP/BOWSER

SCOUR VALVE

STOP VALVE

TANK

VENT

CATHODE PROTECTION POINT

GAS PIT

INSPECTION POINT

LPG TANK

MARKER

METER

PIPE ABOVE GROUND

PIPE UNDER GROUND

STOP VALVE

BALLAST

PLATFORM

SIGNAGE

SIGNAL

BITUMEN SURFACE

CROWN

EDGE OF BITUMEN

EDGE UNSEALED ROAD

GUARDRAIL / BARRIER

GUIDE POST

SHOULDER

TRACK

PARK TICKET DISPENSER

PARKING METER

PARKING SIGN

STREET NAME SIGN

TRAFFIC CABLE AG

TRAFFIC CABLE UG

TRAFFIC LIGHT

TRAFFIC LIGHT CONTROL BOX

TRAFFIC MIRROR

TRAFFIC SENSOR

TRAFFIC SIGN

ABSORPTION PIT/STRIP

INSPECTION OPENING

MANHOLE

MAINTENANCE SHAFT

TERMINAL MAINTENANCE SHAFT

MARKER POST

MISCELLANEOUS

OUTFALL

OVERFLOW RELIEF GULLY

PIPE ABOVE GROUND

PIPE INVERT RL

PIPE UNDER GROUND GROUND

POND

PUMP STATION

RISING MAIN ABOVE GROUND

RISING MAIN UNDER GROUND

SEPTIC TANK

SEWER HOUSE CONNECTION

SEWERAGE PIT

TRAP GREASE

VENT

AWNING/COVERED WAYS

BARBECUE

BOLLARD

BUILDING

EDGE OF CONCRETE

FENCE POST

FLAG POLE

GATE

BOOM GATE

GRID STOCK

GUY WIRE

LITTER BIN

MAST / PYLON

MONUMENT

MONITORING WELL

PLAYGROUND

POST/POLE

RAILING

RETAINING WALL

ROOF LINE / EAVES

SERVICE DUCT ABOVE GROUND

SERVICE DUCT UNDER GROUND

HOARDING / BILLBOARD

TIDE GAUGE

GEO TEST PIT

TOWER/AERIAL

WINDMILL

UNKNOWN LINE ABOVE GROUND

UNKNOWN LINE UNDER GROUND

BENCHMARK

TEMPORARY BENCHMARK

COORDINATED REFERENCE MARK (CRM)

LOCKSPIT

ORIGINAL CONC BLOCK (OCB)

CADASTRAL PEG (OP)

ENGINEERING PEG

SURVEY PILLAR

REFERENCE MARK

REFERENCE MARK GONE

ORIGINAL CONCRETE POST (OCP)

SURVEY STATION

RESECTION STATION

CHECKSHOT

BANK BOTTOM

CULTURAL HERITAGE REGION

GRADE CHANGE

NATURAL SURFACE

QUARRY / SOIL PIT

ROCK

SANDHILL / DUNE

BANK TOP

EDGE OF WATER

WATERCOURSE INVERT

SWAMP

WATER LEVEL

CULTIVATION / ORCHARD / PLANTATION

EDGE OF VEGETATION

GARDEN BED / LANDSCAPING

LAWN

MANGROVES

PALM TREE

SHRUB

STUMP

TREE

IRRIGATION CONTROL UNIT

IRRIGATION PIPE ABOVE GROUND

IRRIGATION PIPE UNDER GROUND

SPRINKLER

VALVE

BORE / WELL

DRINK FOUNTAIN

WATER MARKER

MANHOLE

MISCELLANEOUS

STOP VALVE MARKER

PIPE ABOVE GROUND

PIPE UNDER GROUND

PUMP STATION

STANDPIPE

TANK

AIR VALVE

REFLUX VALVE

SCOUR VALVE

STOP VALVE

WATER METER

AC

AC

LI

CA

CA

C

C

FO

T

T

D

D

SS

E(HV)

E(HV)

E(LV)

E(LV)

FI

FI

FU

FU

G

G

TL

TL

S

S

RM

RM

SD

SD

UN

UN

IR

IR

W

W

SE

D

A

AC MISC

AIR CONDITIONING

AIRPORT

PIT

MISC

COMPRESSED AIR

COMMUNICATION

MISC

SUMP

DRAINAGE

ELECTRICITY

FIRE CONTROL

FUEL

GAS

TRACK

RAILWAY

ROAD

STREET NAME

TRAFFIC

MISC

TRAFFIC

FENCE LINE

FINISH SURFACE LEVEL

FINISH FLOOR LEVEL

RAMP

SEAT

SILO

WALL

MANHOLE

STRUCTURE

SURVEY

TOPOGRAPHIC

VEGETATION

MISCWS

PIT

TAP

WATER SUPPLY

ABBREVIATIONS

AAPA ABORIGINAL AREAS PROTECTION AUTHORITY

AC ASPHALTIC CONCRETE

ACM ASBESTOS CONTAINING MATERIALS

ADES ASSISTANT DIRECTOR ENVIRONMENT AND SUSTAINABILITY

AFFF AQUEOUS FILM FORMING FOAMS

AFM AIR FORCE MANUAL (USAF)

AGL AERONAUTICAL GROUND LIGHTING

AHD AUSTRALIAN HEIGHT DATUM

ALER AIRFIELD LIGHTING EQUIPMENT ROOM

AMA AIR MOVEMENTS APRON

AMT AIR MOVEMENTS TERMINAL

APPROX APROXIMATE

ASC ASSESSMENT OF SITE CONTAMINATION

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

CBR CALIFORNIA BEARING RATIO

CCL CONSTRUCTION COST LIMITATION

CCR CONSTANT CURRENT REGULATOR

CDR CONCEPT DESIGN REPORT

CEMP CONSTRUCTION ENVIRONMENTAL MANAGEMENT PLAN

CFI CAPITAL FACILITIES AND INFRASTRUCTURE BRANCH

CIOG CHIEF INFORMATION OFFICE GROUP

CL SANDY CLAY (UNIFIED SOIL CLASSIFICATION SYSTEM)

CLSM CONTROLLED LOW STRENGTH MATERIAL

COMM COMMUNICATION

CONC CONCRETE

CONOP CONCEPT OF OPERATIONS

COVID CORONAVIRUS

CPESC CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT

CONTROL

CSR CONTAMINATED SITE RECORD

DCARM DIRECTORATE OF CONTAMINATION ASSESSMENT,

REMEDIATION AND MANAGEMENT

DCMM DEFENCE CONTAMINATION MANAGEMENT MANUAL

DCR DESIGN CHARRETTE REPORT

DOD DEPARTMENT OF DEFENCE (AUS)

DD DEPARTMENT OF DEFENSE (US)

DDR DETAILED DESIGN REPORT

DEPAC DIRECTOR ENVIRONMENTAL PLANNING, ASSESSMENT AND

COMPLIANCE

DEQMS DEFENCE ESTATE QUALITY MANAGEMENT SYSTEM

DPPM DEFENCE POLLUTION PREVENTION MANUAL

DVN DEFENCE VOICE NETWORK

D/S DOWNSTREAM

EAR ENVIRONMENTAL APPROVAL REPORT

ECC ENVIRONMENTAL CLEARANCE CERTIFICATE

EEGO ENERGY EFFICIENCY IN GOVERNMENT OPERATIONS

EFM ENVIRONMENTAL MANAGEMENT FACTORS

EO EXPLOSIVE ORDNANCE

EOLA EXPLOSIVE ORDNANCE LICENSING AUTHORITY

EPBC ACT ENVIRONMENTAL PROTECTION AND BIODIVERSITY

CONSERVATION ACT

ER ENVIRONMENTAL REPORT

ES EXPOSED SITE

ESD ECOLOGICALLY SUSTAINABLE DEVELOPMENT

ESM ENVIRONMENT AND SUSTAINABILITY MANAGER

EXIST EXISTING

FCF FOREIGN CURRENCY FLUCTUATION

FDR FINAL DESIGN REPORT

FHS FUEL HYDRANT SYSTEM

GDL GEMS DATA LOAD

GEMS GARRISON ESTATE MANAGEMENT SYSTEM

GPR GROUND PENETRATING RADAR

GSE GROUND SUPPORT EQUIPMENT

GSK JV GHD SETIADI KUALA JOINT VENTURE

GW SANDY GRAVEL (UNIFIED SOIL CLASSIFICATION SYSTEM)

HAZOP HAZARDOUS OPERABILITY (STUDY OR WORKSHOP)

HD HAZARD DIVISION

HHT HYDRANT HOSE TRUCKS

HOTO HANDOVER TAKEOVER

HPSB HIGH PERFORMANCE AND SUSTAINABLE BUILDING

HPV HYDRANT PIT VALVE

HST HAWAII STANDARD TIME

HV HIGH VOLTAGE

IBD INHABITED BUILDING DISTANCE

IECA INTERNATIONAL EROSION CONTROL ASSOCIATION

IL INVERT LEVEL

IMB INVESTIGATION AND MANAGEMENT BRANCH

JP JOINT PROJECT

KC-30 KC-30A MULTI-ROLE TANKER TRANSPORT

LED LIGHT-EMITTING DIODE

LV LOW VOLTAGE

MGA MAP GRID OF AUSTRALIA

MOS MANUAL OF STANDARDS

NAVFAC NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND PACIFIC

NEMP PFAS NATIONAL ENVIRONMENTAL MANAGEMENT PLAN

(JANUARY 2018)

NEPA NATIONAL ENVIRONMENTAL POLICY ACT

NEPM NATIONAL ENVIRONMENT PROTECTION MEASURE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NR REACTIVE NITROGEN

NSL NATURAL SURFACE LEVEL

NT NORTHERN TERRITORY

OLA ORDNANCE LOADING APRON

PEMP PROJECT ENVIRONMENTAL MANAGEMENT PLAN

PES POTENTIAL EXPLOSION SITE

PFAS PER- AND POLY-FLUOROALKYL SUBSTANCES

PFHXS PERFLUOROHEXANE SULFONATE

PFOA PERFLUOROOCTANOIC ACID

PFOS PERFLUOROOCTANE SULFONATE

PMAP PFAS MANAGEMENT AREA PLAN

PMCA PROJECT MANAGEMENT CONTRACT ADMINISTRATOR

POAM PLAN OF ACTIONS AND MILESTONES

POL PETROLEUM, OIL, AND LUBRICANTS

PPMM POLLUTION PREVENTION MANAGEMENT MANUAL

PSWG PROTECTIVE SECURITY WORKING GROUP

PTR PUBLIC TRAFFIC ROUTE

QA QUALITY ASSURANCE

QCI QUALITY CONTROL INSPECTION

RAAF ROYAL AUSTRALIAN AIR FORCE

RAAF TDL RAAF BASE TINDAL

RCP REINFORCED CONCRETE PIPE

RESO REGIONAL ENVIRONMENTAL SUSTAINABILITY OFFICE

RPAS REMOTELY PILOTED AIRCRAFT SYSTEMS

RPM REVOLUTIONS PER MINUTE

SAES SCOPE OF ARCHITECT-ENGINEER SERVICES

SCEC SECURITY CONSTRUCTION AND EQUIPMENT COMMITTEE

SDR SCHEMATIC DESIGN REPORT

SE ISITE ENGINEERING INVESTIGATION

SEG SECURITY & ESTATE GROUP

SFL

SID STRUCTURAL INTERIOR DESIGN

SID SAFETY IN DESIGN

SIOH SUPERVISION, INSPECTION AND OVERHEAD

SIT SERIES ISOLATING TRANSFORMER

SM SILTY SAND (UNIFIED SOIL CLASSIFICATION SYSTEM)

SMES SUBJECT MATTER EXPERTS

SQID STORMWATER QUALITY IMPROVEMENT DEVICES

SSB SITE SELECTION BOARD

SW GRAVELLY SAND (UNIFIED SOIL CLASSIFICATION SYSTEM)

TWY TAXIWAY

UFC UNIFIED FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

US UNITED STATES

USAF UNITED STATES AIR FORCE

USD UNITED STATES DOLLAR

USFPI US FORCE POSTURE INITIATIVES

UXO UNEXPLODED ORDNANCE

U/S UPSTREAM

VBD VULNERABLE BUILDING DISTANCE

WAP WIRELESS ACCESS POINT

WH&S WORKPLACE HEALTH AND SAFETY

WOL WHOLE OF LIFE

C-002

FINAL SUBMITTAL

C044138No.RE G I

S T

ER

ED PR O FE S S I ON A L E NG I NEER

S TA T E O F C A L I F O R N I A

GENERAL NOTES:

G.1. CONTRACTORS AND SUB-CONTRACTORS TENDERING ON THIS PROJECT ARE TO MAKE THEMSELVES FULLY AWARE OF ALL REQUIREMENTS. IF IN

DOUBT OR FURTHER CLARIFICATION IS REQUIRED, THE CONTRACTOR IS TO OBTAIN CLARIFICATION FROM THE CONTRACTING OFFICER PRIOR TO SUBMITTING TENDER PRICES. SHOULD THE CONTRACTOR FAIL TO OBTAIN CLARIFICATION FROM THE CONTRACTING OFFICER IT IS DEEMED THAT THE CONTRACTOR HAS BEEN PROVIDED SUFFICIENT INFORMATION TO ADEQUATELY PRICE THE ENTIRE WORKS AND THAT THE CONTRACTOR HAS ALLOWED FOR ALL WORKS REQUIRED. IN PROVIDING CLARIFICATION, THE CONTRACTING OFFICER HAS NOT ASSUMED A DUTY OF CARE TO THE

CONTRACTOR OR SUBCONTRACTOR, BUT IS ONLY ACTING AS THE OWNER’S AGENT.

G.2. THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL OTHER WORKING DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF CONSTRUCTION. ALL DISCREPANCIES AND VARIATIONS MUST BE REFERRED TO THE

CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.

G.3. ALL WORK IS TO CONFORM TO STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE SHOWN ON PLANS OR DIRECTED BY THE CONTRACTING

OFFICER.

G.4. ALL 'WORKS AS CONSTRUCTED' INFORMATION MUST BE SUPPLIED IN BOTH HARD COPY AND ELECTRONIC DATA FORMAT AS REQUIRED BY THE

CONTRACT.

G.5. 'U.N.O.' STANDS FOR UNLESS NOTED OTHERWISE.

G.6. ONLY THE LATEST REVISION OF ANY DOCUMENT IS TO BE USED.

G.7. ONLY DRAWINGS WITH APPROVAL SIGNATURE IN THE TITLE BLOCK AND APPROVAL INITIALS AGAINST THE LATEST REVISION IN THE REVISION

HISTORY ARE CURRENT. ANY DRAWINGS WITHOUT SIGNATURES PRESENT AND THAT ARE NOT NOMINATED AS ISSUED FOR CONSTRUCTION ARE

UNCONTROLLED AND ARE NOT TO BE USED FOR CONSTRUCTION.

G.8. CONSTRUCTION USING THESE DRAWINGS MUST NOT COMMENCE UNTIL ALL RELEVANT APPROVAL/PERMITS IN ACCORDANCE WITH ALL STATUTORY REQUIREMENTS HAVE BEEN OBTAINED AND APPROVAL GRANTED BY THE CONTRACTING OFFICER.

G.9. DURING CONSTRUCTION THE CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING:

-ALL STRUCTURES IN A SAFE, STABLE CONDITION.

-THE PROTECTION AND SAFETY OF PUBLIC AND WORKERS.

G.10. NO WORKS OUTSIDE THE EXTENT OF WORKS SHOWN ON THE DRAWINGS MAY BE CARRIED OUT WITHOUT PRIOR APPROVAL.

G.11. ALL SURFACES AND SERVICES DAMAGED OR DISTURBED DURING THE PROGRESS OF THE WORKS MUST BE MADE GOOD WITH MATERIALS OF A

SIMILAR NATURE TO MATCH EXISTING CONDITIONS AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

G.12. DURING CONSTRUCTION, AND ON COMPLETION OF THE WORK, THE CONTRACTOR MUST CLEAN UP THE SITE AND REMOVE ALL DEBRIS AND

RUBBLE OFF SITE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

G.13. ALL CONSTRUCTION WORK MUST COMPLY WITH THE NT WORKPLACE HEALTH AND SAFETY ACTS (CURRENT VERSION).

G.14. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THERE IS NO CONFLICT WITH THE KC-30 PROJECT.

G.15. COORDINATE WITH THE KC-30 PROJECT REGARDING REUSE OF KC-30 LAYDOWN AREAS, IF CONSTRUCTION AND PROJECT SCHEDULES ALLOW.

G.16. CONSTRUCT AND MANAGE STOCKPILES IN ACCORDANCE WITH THE DEPARTMENT OF DEFENCE ENVIRONMENT AND ENGINEERING BRANCH

DIRECTORATE OF ENVIRONMENTAL REMEDIATION PROGRAMS CONTAMINATION MANAGEMENT MANUAL ANNEX C SOIL STOCKPILES AND REUSE OF

EXCAVATED MATERIAL.

G.17. RE-USE OF SITE WON MATERIAL TO BE IN ACCORDANCE WITH NOTE EW.13. AND IN ACCORDANCE WITH THE PFAS CONSTRUCTION RISK ASSESSMENT REPORT. ENGAGE WITH DEFENCE PFAS BRANCH IN DEVELOPMENT OF THE SITE MANAGEMENT PLAN AND PFAS MANAGEMENT

PROTOCOLS.

G.18. THE CONTRACTOR IS TO INSTALL TAGS OR TAPE TO THE BARBED WIRE FENCE AS MITIGATION TO FAUNA ENTANGLEMENT. MITIGATION CONTROL

TO BE INSTALLED TO THE SATISFACTION OF THE CONTRACTING OFFICER.

G.19. CONTRACTOR IS TO PROVIDE A SEDIMENT AND EROSION CONTROL PLAN PRIOR TO COMMENCEMENT OF ANY EARTHWORKS. PLAN TO BE

APPROVED BY THE CONTRACTING OFFICER.

G.20. CONTROLS UNDER THE RESPONSIBILITY OF THE CONTRACTOR IN THE SAFETY IN DESIGN TO BE ACTIONED. THE SAFETY IN DESIGN IS TO BE

CONSIDERED A LIVE DOCUMENT DURING CONSTRUCTION AND KEPT UP TO DATE.

G.21. FOR DETAILS REGARDING WASTE DISPOSAL REFER TO OPERATIONAL WASTE MINIMISATION AND MANAGEMENT REPORT.

CIVIL:

C.1. ALL NEW KERB RAMPS TO BE INSTALLED IN ACCORDANCE WITH AS1428.1.

C.2. DO NOT OBTAIN DIMENSIONS BY SCALING FROM THE DRAWINGS. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SPECIFIED.

C.3. THE DATUM FOR ALL LEVELS IS THE AUSTRALIAN HEIGHT DATUM IN METRES AND PROJECTIONS ARE BASED ON REAL WORLD MGA 94 ZONE 52

COORDINATES.

C.4. ALL TEMPORARY FENCING MUST BE IN ACCORDANCE WITH AS1725.

C.5. EXCAVATIONS LESS THAN 1.2m DEEP SHOULD BE BATTERED NO STEEPER THAN 1H:1V.

C.6. EXCAVATIONS GREATER THAN 1.2m DEEP SHOULD BE BATTERED NO STEEPER THAN 2H:1V.

C.7. IF CONSTRUCTION IS CARRIED OUT DURING OR SHORTLY FOLLOWING THE WET SEASON, MINOR GROUNDWATER SEEPAGE INTO EXCAVATIONS

MAY BE EXPERIENCED. PUMPING OF THIS SEEPAGE MAY BE REQUIRED

C.8. WHERE THRUST BLOCKS ARE USED, TESTING OF THE FOUNDING SOILS AT EACH THRUST BLOCK LOCATION MUST BE CARRIED OUT AT THE TIME

OF CONSTRUCTION TO CONFIRM THAT AT LEAST STIFF CONDITIONS EXIST BELOW PROPOSED THRUST BLOCKS. OVER EXCAVATION AND

REPLACEMENT USING BLINDING CONCRETE OR FILL MAY BE REQUIRED.

C.9. TEMPORARY FENCE CONSTRUCTED BY KC-30 PROJECT TO REMAIN UNTIL COMPLETION OF P500 AIRSIDE FENCE WORKS AND AIRSIDE PERIMETER IS SECURE. COORDINATE AND ALLOW ACCESS BY KC-30 CONTRACTOR TO UNDERTAKE REMOVAL OF THE TEMPORARY FENCE.

SITE PREPARATION NOTES:

SP.1. PRIOR TO EXCAVATION FOR FOUNDATIONS AND/OR PLACEMENT OF FILLING, ALL DELETERIOUS MATERIAL, INCLUDING UNCONTROLLED FILLING, VEGETATION AND TOPSOIL, MUST BE STRIPPED FROM ALL BUILDING ENVELOPES AND EITHER REMOVED FROM SITE OR STOCKPILED FOR POSSIBLE RE-USE, IF APPLICABLE. TREE ROOTS, IF ENCOUNTERED, MUST BE REMOVED FROM UNDERNEATH FOUNDATION ZONES. TOPSOIL CAN

BE RE-USED FOR LANDSCAPING PURPOSES.

SP.2. IN THE ABSENCE OF LEVEL 1 TESTING (AS 3798), THE FILL ENCOUNTERED ON SITE IS CONSIDERED UNCONTROLLED FILL. REFER TO TEST PIT AND BOREHOLE LOG DRAWINGS. WHERE UNCONTROLLED FILL OF AVERAGE THICKNESS GREATER THAN 200mm IS BELOW PAVEMENT FOOTPRINT, REMOVE AND REPLACE WITH SELECT FILL. WHERE UNCONTROLLED FILL OF AVERAGE THICKNESS LESS THAN 200mm IS BELOW PAVEMENT

FOOTPRINT, COMPACT AS SPECIFIED.

SP.3. ROCK EXCAVATION AND FILLING OF KARSTIC VOIDS ARE EXPECTED TO BE ENCOUNTERED DURING EARTHWORKS. REFER TO GENERAL NOTE 1 ON

DRAWING CR521 FOR TREATMENT REQUIREMENTS.

SP.4. GRAVEL MATERIAL FROM PAVEMENTS IDENTIFIED FOR DEMOLITION SHOULD BE STOCKPILED SEPARATELY AND REUSED FOR PAVEMENT

CONSTRUCTION (IF CONFORMANCE TESTING COMPLIES).

SP.5. SHALLOW GROUND CONDITIONS MAY VARY BETWEEN TEST LOCATIONS.

SP.6. PRIOR TO PLACEMENT OF ANY NEW FILLING OR CONSTRUCTION OF SLABS/FOOTINGS, THE SUBGRADE MUST BE MOISTURE CONDITIONED TO

WITHIN 1.5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 98% OF THE MODIFIED MAXIMUM DRY DENSITY (MMDD).

SP.7. REUSE OF CATEGORY 3 AND CATEGORY 4 PFAS MATERIAL STOCKPILES ON RAAF BASE TINDAL MAY BE EMPLOYED AS GENERAL FILL TO WITHIN

0.5m OF THE FINISHED FLOOR LEVEL WHERE PRACTICABLE AND WHERE FILL MEETS THE MINIMUM REQUIREMENTS AS DETAILED IN EW.4.

SP.8. USE OF PFAS CONTAMINATED CATEGORY 3 AND CATEGORY 4 SOILS FROM CFI PROJECTS ON SITE FOR FILL WILL BE IN ACCORDANCE WITH

AUSTRALIAN DOD PFAS CONSTRUCTION MANAGEMENT FRAMEWORK, 2019 AND SUBJECT TO BASE STAFF AND REGIONAL ENVIRONMENT AND

SUSTAINABILITY OFFICER (RESO) APPROVAL AT THE TIME OF WORKS.

SP.9. THE CONTRACTOR MUST OBTAIN AN ENVIRONMENTAL CLEARANCE CERTIFICATE (ECC) FROM AUSTRALIAN DEFENCE RAAF BASE TINDAL REGIONAL ENVIRONMENTAL SUSTAINABILITY OFFICER PRIOR TO CONSTRUCTION OR ANY PHYSICAL WORKS AT THE SITE.

SP.10. PRIOR TO PLACING FILL, ENGAGE A GEOTECHNICAL ENGINEER TO CONFIRM THE SITE PREPARATION.

SP.11. ALL EARTHWORKS TESTING AND INSPECTIONS MUST BE CARRIED OUT IN ACCORDANCE WITH LEVEL 1 (BUILDINGS) OR LEVEL 2 (PAVEMENTS)

SUPERVISION REQUIREMENTS AS PRESENTED IN AUSTRALIAN STANDARD AS3798-2007.

SP.12. THE NATURAL SOILS HAVE A HIGH PROPENSITY TO SIGNIFICANTLY SOFTEN WITH EVEN SMALL INCREASES IN MOISTURE CONTENT. BULK

EARTHWORKS ARE TO BE CARRIED OUT IN THE DRY SEASON AS MUCH AS POSSIBLE (I.E. FROM APRIL / MAY TO SEPTEMBER / OCTOBER).

EARTHWORKS FOR STRUCTURES FOOTPRINT:

EW.1. GROUND WATER:

ALL EXCAVATIONS WILL ENCOUNTER WATER SEEPAGE AND THEREFORE ALL CONTRACTORS MUST MAKE PROVISIONS FOR WATER INGRESS

DURING CONSTRUCTION.

EW.2. SUBGRADES MAY CONTAIN VOIDS, IN-FILLED SOLUTION FEATURES AND WEATHERED ZONES WITH SOIL LIKE PROPERTIES WITHIN THE GENERALLY HIGH STRENGTH ROCK. SUBGRADES SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER DURING THE EARTHWORKS, TO ASSESS THE

OCCURRENCE OR OTHERWISE OF SIGNIFICANT KARST FEATURES

EW.2. MOISTURE CONDITION (WET OR DRY) THE EXPOSED SUBGRADE SOILS TO APPROXIMATE OPTIMUM MOISTURE CONTENT FOR MODIFIED

COMPACTION.

EW.3. TOP 150mm OF EXPOSED SUBGRADE SOILS SHOULD THEN BE COMPACTED TO 95% RELATIVE TO MAXIMUM MODIFIED DRY DENSITY AT A MOISTURE CONTENT WITHIN 1.5% OF THE OPTIMUM MOISTURE CONTENT. A FINAL TEST ROLL ACCOMPANIED BY CAREFUL VISUAL INSPECTION BY AN EXPERIENCED GEOTECHNICAL PROFESSIONAL MUST BE UNDERTAKEN TO ALLOW DETECTION OF ANY AREAS REQUIRING REMOVAL OR

FURTHER COMPACTION.

EW.4. ANY NEW FILLING MUST COMPRISE A WELL GRADED GRANULAR SOIL WITH SELECT FILL PROPERTIES AS PER DEPARTMENT OF INFRASTRUCTURE, PLANNING AND LOGISTICS STANDARDS. FILL IS TO BE PLACED IN LAYERS OF 250mm MAXIMUM LOOSE THICKNESS WITH EACH LAYER COMPACTED TO AT LEAST 95% OF THE MODIFIED MAXIMUM DRY DENSITY (MMDD) AND WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT FOR MODIFIED

COMPACTION.

EARTHWORKS FOR PAVEMENT SUBGRADE:

EW.5. MOISTURE CONDITION THE EXPOSED EARTHWORKS FOUNDATION SUBGRADE SOILS TO APPROXIMATE MODIFIED OPTIMUM MOISTURE CONTENT, AND TO THE DEPTH AND DENSITY SPECIFIED IN UFGS 31 23 00.00 20 EXCAVATION AND FILL.

EW.6. FOLLOWING RE-COMPACTION OF THE SUBGRADE SOILS, THE SURFACE MUST BE TEST ROLLED USING THE ROLLERS AND COVERAGES SPECIFIED

IN 31 23 00.00 20.

EW.7. WHERE REQUIRED TO RAISE LEVELS, FILL MUST COMPRISE A WELL GRADED GRANULAR SOIL WITH SELECT FILL PROPERTIES AS PER 31 23 00.00

20 AND COMPACTED IN ACCORDANCE WITH THE THICKNESS AND DENSITY REQUIREMENTS OF 31 23 00.00 20. .

EW.8. CONSTRUCT A UNIFORM PAVEMENT SUBGRADE LAYER TO SUPPORT THE PAVEMENT LAYERS, CONSISTING OF IN SITU SUBGRADE OR SELECT

FILL, WHERE REQUIRED, IN ACCORDANCE WITH THE COMPACTION REQUIREMENTS OF 31 23 00.00 20.

EW.9. FINAL INSPECTION MUST BE UNDERTAKEN BY A GEOTECHNICAL ENGINEER. SUBGRADE IS DEEMED ACCEPTABLE IF IT SHOWS NEGLIGIBLE

(MAXIMUM 3mm) DEFLECTION.

EW.10. ANY WET, SOFT OR WEAK AREAS IDENTIFIED DURING TEST ROLLING MUST BE REMOVED AND REPLACED WITH SELECT FILL.

EW.11. THE SUBGRADE SOILS SHOULD NOT BE LEFT EXPOSED AND ALLOWED TO DRY, SHRINK AND CRACK AND MUST BE PROTECTED IN ACCORDANCE

WITH THE REQUIREMENTS OF 31 23 00.00 20.

EW.12. REFER UFGS 32 11 13.13 FOR LIME TREATED SUBGRADE WHERE REQUIRED.

RE-USE OF SITE WON MATERIALS

EW.13. RECLAIMED MATERIAL AS PER THE DEMOLITION DRAWINGS MUST BE CLASSIFIED AND RE-USED AS DEFINED BELOW. THE ORDER OF PRIORITY FOR

RE-USE OF MATERIAL IS DEPENDENT ON PFAS CATEGORY, AS DETERMINED BY ON SITE TESTING, AND SHALL BE IN ACCORDANCE WITH THE TEMPORARY ENVIRONMENTAL CONTROL SPECIFICATION, PROJECT PFAS CONSTRUCTION RISK ASSESSMENT REPORT.

a. RECYCLED AND CRUSHED CONCRETE FROM THE EXISTING APRON SHALL BE USED FOR THE FOLLOWING PURPOSES:

1. AGGREGATE WITHIN LEAN MIX BACKFILL OF SERVICE EXCAVATIONS

2. AGGREGATE WITHIN CEMENT STABILISED SUBBASE OF PAVEMENT TYPE 3 AND PAVEMENT TYPE 5.

3. MIXED AT A 1:2 RATIO OF CONCRETE TO LOCAL SOIL, CLASSIFIED, AND USED AS SELECT FILL FOR BULK EARTHWORKS IN

THE EXISTING CENTRAL SWALE (TO BE FILLED), AND UNDER PAVEMENT TYPE 4 AND TYPE 6.

4. AGGREGATE SURFACING FOR PAVEMENT TYPE 6.

5. INCREASE RATIO OF CRUSHED CONCRETE IN ITEM 3 TO CONSUME SURPLUS CRUSHED CONCRETE AS REQUIRED.

b. AGGREGATE BASE

1. SELECT FILL UNDER PAVEMENT TYPE 1, 2, 3 AND 5.

2. SURPLUS TO BE STOCKPILED AT SPOIL LOCATION AS NOMINATED ON DWG G-105 OR DIVERTED TO OTHER PROJECT SITE AS

DIRECTED.

c. BLOCK PAVERS

1. LINING OF CENTRAL OPEN DRAIN (PRIOR TO SHOTCRETE COVER).

2. CRUSHED, CLASSIFIED USED AS SELECT FILL UNDER ACCESS ROAD PAVEMENT TYPE 5 (MIXED WITH CRUSHED CONCRETE)

EW14. RECLAIMED MATERIAL MUST BE TESTED AND CATEGORISED FOR PFAS CONTAMINATION IN ACCORDANCE WITH THE TEMPORARY ENVIRONMENTAL

CONTROL SPECIFICATION, PROJECT PFAS CONSTRUCTION RISK ASSESSMENT REPORT.

SERVICES LOCATION AND CONFLICTS:

SL.1. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ANY DAMAGE INCURRED TO EXISTING UTILITY SERVICES AS A RESULT OF THE EXECUTION

OF WORK UNDER THE CONTRACT.

SL.2. THE POINT OF SUPPLY NOMINATED ON THE DRAWINGS IS TO BE INVESTIGATED PRIOR TO CONSTRUCTION.

SL.3. PITS AND SERVICES POSITIONS SHOWN ON DRAWINGS ARE INDICATIVE ONLY.

SL.4. RELOCATION OF SERVICES, BUILDING OVER SERVICES, AND WORKING WITHIN THE VICINITY OF UTILITY SERVICES MUST BE IN ACCORDANCE WITH

THE SERVICE PROVIDERS GUIDELINES AND STANDARDS.

SL.5. THE SERVICES AND THEIR LOCATIONS AS IDENTIFIED ARE INDICATIVE ONLY, SERVICES LOCATION AND ADDITIONAL POTHOLING MUST BE

UNDERTAKEN AT COMMENCEMENT OF CONSTRUCTION, SO THAT ANY CHANGES TO THE EXPECTED LOCATION OF SERVICES CAN BE IDENTIFIED

AND ADDRESSED AS EARLY AS POSSIBLE IN THE CONSTRUCTION PHASE.

SL.6. THIS DESIGN IS NOT INTENDED TO PROVIDE COMPLETE OR ACCURATE INFORMATION CONCERNING THE LOCATION AND EXTENT OF UTILITY

SERVICES.

SL.7. ENQUIRIES MUST BE MADE TO THE SERVICE AUTHORITIES AS TO THE LOCATION, DEPTH AND EXTENT OF UTILITY SERVICES PRIOR TO

COMMENCEMENT OF ANY WORK ON THE SITE.

SL.8. NO WORK IS TO BE CARRIED OUT WITHIN 3m OF ANY EXISTING SERVICES, WITHOUT PRIOR RECORDED CONSULTATION WITH THE RELEVANT SERVICE AUTHORITY. THE CONTRACTOR MUST UNDERTAKE ANY POTHOLING TO POSITIVELY IDENTIFY SERVICES AS DEEMED NECESSARY IN

UNDERTAKING THE WORKS.

SL.9. THE PRINCIPAL AND RELEVANT SERVICE AUTHORITY IS TO BE IMMEDIATELY ADVISED WHEN AN EXISTING UNDERGROUND UTILITY SERVICE NOT PREVIOUSLY IDENTIFIED IS FOUND DURING CONSTRUCTION. A HOLD TIME OF 2 DAYS IS TO BE ALLOWED FOR THE SERVICE AUTHORITY TO

WITNESS AND DOCUMENT.

EXISTING SERVICES NOTES:

ES.1. THE ALIGNMENT AND LEVEL OF EXISTING SERVICES AND DEMOLITION WORKS SHOWN ON THESE DRAWINGS HAS BEEN COMPILED FROM EXISTING

RAAF BASE TINDAL AS-BUILT RECORDS, AND FROM IFC DOCUMENTATION FOR NEW WORKS BEING CONSTRUCTED BY CONCURRENT PROJECTS.

THIS INFORMATION IS INDICATIVE ONLY OF TYPE AND POSITION OF EXISTING SERVICES, AND THE DESIGNER DOES NOT WARRANT OR REPRESENT THAT THE RECORDS ARE ACCURATE AND THE CONTRACTOR MUST NOT RELY ON IT. EXISTING SERVICES MAY EXIST THAT ARE NOT SHOWN AND HAVE NOT BEEN IDENTIFIED BY THE DESIGNER. PRIOR TO COMMENCING CONSTRUCTION OR ORDERING ANY MATERIALS THE CONTRACTOR IS TO LOCATE AND EXPOSE EXISTING UNDERGROUND SERVICES TO CONFIRM THE TYPE, ALIGNMENT AND LEVEL OF ALL SERVICES AFFECTED BY THE PROPOSED WORKS. THE DESIGNER DISCLAIMS RESPONSIBILITY FOR LOSS OR DAMAGE TO THE WORKS AND/OR INJURY TO ANY PERSON CAUSED DIRECTLY OR INDIRECTLY BY USE OF THE EXISTING SERVICES INFORMATION ON THIS DRAWING IN THE EXECUTION OF THE WORKS.

ES.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE LOCATION OF EXISTING SERVICES.

ES.3. SHOULD INVERT LEVELS OR LOCATION OF ANY SERVICE CONNECTION POINTS DIFFER TO THAT INDICATED ON THE DRAWINGS THEN THE

CONTRACTING OFFICER MUST BE NOTIFIED IMMEDIATELY.

ASPHALT NOTES:

PS.1. REFER UFGS 32 12 13 FOR BITUMINOUS TACK AND PRIME COATS AND 32 12 15.13 FOR ASPHALT PAVING. .

CONCRETE NOTES:

CC.1. REFER UFGS 32 13 14.13 FOR AIRFIELD CONCRETE PAVING.

PAVEMENT NOTES:

CO.1. REFER UFGS 32 11 20 FOR SEPARATION COURSE FOR RIGID PAVEMENTS AND SUBBASES FOR FLEXIBLE PAVING.

CO.2. REFER UFGS 32 11 23.23 FOR BASE COURSE DRAINAGE LAYERS FOR RIGID PAVEMENTS.

CO.3. REFER UFGS 32 11 23 FOR FINE CRUSHED ROCK BASE COURSE FOR FLEXIBLE PAVING.

CO.4. REFER UFGS 32 11 33.13 FOR PORTLAND CEMENT STABILIZED BASE COURSE.

CO.5. REFER UFGS 32 11 36.13 FOR LEAN MIX CONCRETE BASE COURSE OF RIGID PAVEMENTS.

SEWER:

S.1. CONNECTION TO EXISTING SEWER MAIN WILL ONLY BE CARRIED OUT WHEN ALL WORKS AND TESTING (HYDROSTATIC AND CCTV) ARE COMPLETE

IN ACCORDANCE WITH THE DESIGN DRAWINGS AND PROCEDURES, AND HAVE SATISFACTORILY PASSED FINAL INSPECTION.

S.2. SEWER PROPERTY CONNECTIONS MUST BE SET OUT FROM PROPERTY BOUNDARIES AND EASEMENTS IN ACCORDANCE WITH PWC STD. DRG.

W2-1-04.

S.3. THE SEWER CONNECTION INSPECTION OPENING IS TO BE BROUGHT TO THE SURFACE WITHIN THE LOT AND A HEAVY DUTY COVER IS TO BE

INSTALLED IN ACCORDANCE WITH PWC STD. DRG. W2-1-05.

S.4. CONSTRUCTION PHOTOS OF ALL UNDERGROUND WORKS INCLUDED IN DOCUMENTATION AND ESTIMATES ARE TO BE DOCUMENTED IN

ACCORDANCE WITH THE INSPECTION AND TEST PLAN.

S.5. ALL INTERNAL PLUMBING WORKS ARE TO BE CARRIED OUT BY A REGISTERED PLUMBER AND INSTALLED IN ACCORDANCE WITH AS/NZ3500.

S.6. SEWER SERVICES INTERNAL FROM THE LOT CONNECTION POINT ARE INDICATIVE ONLY.

WATER:

W.1. PROVIDE ANCHORAGE OR THRUST BLOCKS FOR ALL VALVES, REDUCERS, VERTICAL BENDS, TEES AND TERMINAL/ENDPOINTS.

W.2. WATER MAINS MUST BE LAID ABOVE STORM WATER, SEWER, NON-POTABLE AND RECYCLED WATER PIPES.

W.3. JOINT DEFLECTION AND BENDING ARE NOT ALLOWED FOR PVC PIPES. USE SO-SO DICL CONNECTORS TO ACHIEVE A MAXIMUM 2 DEGREE JOINT

DEFLECTION OR BENDS FOR LARGER DEFLECTION.

W.4. MARKING TAPE COLOURED GREEN AND MARKED 'WATER MAIN' MUST BE LAID CONTINUOUSLY AND LOCATED 300mm ABOVE THE WATER

PIPEWORK.

W.5. CONNECTIONS TO EXISTING WATER MAINS WILL ONLY BE CARRIED OUT WHEN ALL WORKS AND TESTING (HYDROSTATIC TESTING, DISINFECTION

FLUSHING AND MICROBIOLOGICAL TEST) ARE COMPLETE IN ACCORDANCE WITH THE APPROVED DESIGN DRAWINGS AND PROCEDURES, AND HAVE

SATISFACTORILY PASSED FINAL HANDOVER INSPECTION.

UNEXPLODED ORDNANCE (UXO)

U.1. IN THE EVENT OF INADVERTENT DISCOVERY OF SUSPECTED UXO, DO NOT TOUCH, TAMPER OR TILT THE SUSPECT UXO, ALL WORK WITHIN 25

METRES OF THE SUSPECT ITEM IS TO IMMEDIATELY CEASE, THE AREA CORDONED, PHOTOGRAPH THE ITEM IF POSSIBLE AND REMOVE ALL PERSONAL ITEMS. NO RADIO OR MOBILE PHONE TRANSMISSIONS ARE TO OCCUR WITHIN 25 METRES OF A SUSPECT UXO. INFORM THE LOCAL

MANAGER/AUTHORITY WHO WILL INFORM LOCAL POLICE AND/OR BASE CONTROL.

CONSTRUCTION WATER:

CW.1. EXISTING BOREHOLES AND WATER PIPELINES HAVE BEEN INSTALLED BY THE KC-30 PROJECT AND WATER SUPPLY IS AVAILABLE FOR THE P500

PROJECT.

CW.2. WATER PIPELINE SHALL BE BRANCHED FROM THE EXISTING PIPELINE APPROXIMATELY AT THE INTERSECTION OF AITAPE ROAD AND WESTERN

ACCESS TRACK.

CW.3. MAKE ALLOWANCE FOR COSTS ASSOCIATED WITH CONNECTIONS AND PROVISION OF NEW PIPELINE FROM CONNECTION POINT TO THE P500

WORKS.

CW.4. LIAISE WITH KC-30 MANAGING CONTRACTOR AND BASE STAKEHOLDERS FOR COSTS ASSOCIATED WITH CONNECTION AND CONSUMPTION OF

WATER.

CIVIL GENERAL NOTES

B-52 B-52

15.16m

3.

m

2.

m

C1DETAIL

SCALE: 1:20m

C-003

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0.

m

C1

A2B-52 LAYOUT PLAN

SCALE: 1:150m

0 15m

1:150

7.51

2m

1:20

B-52 UNDERCARRIAGE SPECIFICATIONS

TYPE OF GEAR

LOAD RATING

(PER STRUT)

NUMBER OF TYRES

PER STRUT

TYRE SIZE

(mm x mm - inches) TYRE PRESSURE

NOSE GEAR (STATIC) 58,560 kg 2 TYRES 56 x 16 - R28 265 psi (1827 KPa)

MAIN GEARS (BRAKING)1 NOT DECLARED

MAIN GEARS 63,440 kg 2 TYRES 32 x 8.8 - R16 305 psi (2103 KPa)

1. NOSE GEAR (BRAKING) - STATIC - 10 ft/sec² DECELERATION

KC-30 (A330-200): 22.15m

.0

8m

9.

m

KC-30 (A330-200)

KC-30 (A330-200)

KC

-3

(A

0-

0)

: 1 2.

m

C1DETAIL

SCALE: 1:20m

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C1

A2KC-30 (A330-200) LAYOUT PLAN

SCALE: 1:150m

0 15m

1:150

7.51

2m

1:20

C4DETAIL

SCALE: 1:20m

C4

0.

m

1.

m

1.981m

KC-30A (A330-200) UNDERCARRIAGE SPECIFICATIONS

TYPE OF GEAR

LOAD RATING

(PER STRUT)

NUMBER OF TYRES

PER STRUT

TYRE SIZE

(mm x mm - inches) TYRE PRESSURE

NOSE GEAR (STATIC) 25,580 kg 2 TYRES 1050 x 395 - R16 184 psi (1269 KPa)

MAIN GEARS (BRAKING)1 40,150 kg

MAIN GEARS 110,518 kg 4 TYRES 1400 x 530 - R23 206 psi (1420 KPa)

1. NOSE GEAR (BRAKING) - STATIC - 10 ft/sec² DECELERATION

C-17: 18.95m

7.

m

C-

: 1 0.

m

C-17

C-17

7.

m

C1DETAIL

SCALE: 1:20m

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A2C-17 LAYOUT PLAN

SCALE: 1:150m

0 15m

1:150

7.51

2m

1:20

C4DETAIL

SCALE: 1:20m

C4

0.

m

1.

m

0.29m (TYP)

C-17A UNDERCARRIAGE SPECIFICATIONS

TYPE OF GEAR

LOAD RATING

(PER STRUT)

NUMBER OF TYRES

PER STRUT

TYRE SIZE

(inches x inches - inches) TYRE PRESSURE

NOSE GEAR (STATIC) 21,264 kg 2 TYRES 40 x 16 - R16 160 psi (1103 KPa)

MAIN GEARS (BRAKING)1 NOT DECLARED

MAIN GEARS 122,270 kg 6 TYRES 50 x 21 - R23 144 psi (993 KPa)

1. NOSE GEAR (BRAKING) - STATIC - 10 ft/sec² DECELERATION 1.

m

2.46m

20 40 60 80

MT0A

0 20

MD01 719

520 540

MD

0 20

860 880

MS01 884

0 20

220 240

640 660

820 840 860

MA01 86260

20204060

420 440 460

0MA02

0204060

80 100

360 380 400 420

0MS02

MR01

420 440

MC

MT0E

MT0F

MT

0C

02040608010

MD03

MC

MT0B

MT0D

8890 20

620 640 660 680

860 880

MV01

HORIZONTAL ALIGNMENT REPORT - MA01

POINT CHAINAGE EASTING NORTHING ELEVATION ELEMENT LENGTH BEARING

START 0 216510.142 8394183.394 130.172

STRAIGHT 19.412 135°22'55.120"

TC 19.412 216523.777 8394169.576 130.154 135°22'55.120"

CC 216623.430 8394267.908 R = -140.000 25

CTC 44.412 216542.828 8394153.439 130.078 125°09'02.119"

CC 216557.221 8394173.880 R = -25.000 21.996

CTC 66.409 216563.801 8394149.761 129.855 74°44'20.505"

CC 216548.008 8394207.645 R = -60.000 24

CT 90.409 216585.097 8394160.481 129.704 51°49'14.582"

STRAIGHT 23.89 51°49'14.582"

HIP 114.298 216603.876 8394175.248 130.038

STRAIGHT 42.5 48°14'39.778"

HIP 156.798 216635.581 8394203.551 130.633

STRAIGHT 5 48°14'39.778"

HIP 161.798 216639.311 8394206.880 130.678

STRAIGHT 61 48°14'39.778"

HIP 222.798 216684.816 8394247.504 131.288

STRAIGHT 427.5 138°14'39.778"

HIP 650.298 216969.512 8393928.592 131.288

STRAIGHT 61 228°14'39.778"

HIP 711.298 216924.006 8393887.969 130.678

STRAIGHT 5 228°14'39.778"

HIP 716.298 216920.277 8393884.639 130.633

STRAIGHT 42.5 228°14'39.778"

HIP 758.798 216888.572 8393856.336 130.038

STRAIGHT 23.89 224°40'04.975"

TC 782.689 216871.777 8393839.345 129.799 224°40'04.975"

CC 216914.448 8393797.165 R = -60.000 24

CTC 806.689 216858.720 8393819.399 129.987 201°44'59.052"

CC 216881.940 8393810.135 R = -25.000 21.996

CTC 828.685 216860.003 8393798.144 130.207 151°20'17.438"

CC 216982.849 8393865.293 R = -140.000 25

CT 853.685 216873.884 8393777.391 130.308 141°06'24.437"

STRAIGHT 8.073 141°06'24.437"

END 861.758 216878.953 8393771.108 130.33

HORIZONTAL ALIGNMENT REPORT - MA02

POINT CHAINAGE EASTING NORTHING ELEVATION ELEMENT LENGTH BEARING

START 0 216636.673 8394041.655 129.928

STRAIGHT 35.014 319°52'51.456"

TC 35.014 216614.111 8394068.431 129.964 319°52'51.456"

CC 216767.052 8394197.307 R = +200.000 41.99

CTC 77.004 216590.610 8394103.136 129.943 331°54'36.625"

CC 216608.695 8394112.788 R = +20.500 54.624

CTC 131.628 216620.330 8394129.667 129.785 124°34'42.932"

CC 216506.823 8393964.997 R = +200.000 41.99

CT 173.618 216652.156 8394102.395 129.863 136°36'28.101"

STRAIGHT 35.014 136°36'28.101"

HIP 208.632 216676.211 8394076.951 129.877

STRAIGHT 184.5 138°14'39.778"

HIP 393.132 216799.079 8393939.316 129.877

STRAIGHT 35.014 139°52'51.456"

TC 428.146 216821.642 8393912.540 129.863 139°52'51.456"

CC 216668.700 8393783.664 R = +200.000 41.99

CTC 470.136 216845.143 8393877.835 129.785 151°54'36.625"

CC 216827.057 8393868.183 R = +20.500 54.624

CTC 524.76 216815.423 8393851.304 130.063 304°34'42.932"

CC 216928.930 8394015.974 R = +200.000 41.99

CT 566.75 216783.596 8393878.576 130.105 316°36'28.101"

STRAIGHT 35.014 316°36'28.101"

END 601.764 216759.542 8393904.020 130.075

HORIZONTAL ALIGNMENT REPORT - MC00

POINT CHAINAGE EASTING NORTHING ELEVATION ELEMENT LENGTH BEARING

START 0 216554.839 8394116.056 129.868

STRAIGHT 41 48°14'41.272"

TC 41 216585.425 8394143.360 129.868 48°14'41.272"

CC 216608.734 8394117.250 R = +35.000 54.978

CT 95.978 216634.843 8394140.559 130.038 138°14'39.778"

STRAIGHT 334.5 138°14'39.778"

TC 430.478 216857.605 8393891.025 130.038 138°14'39.778"

CC 216831.495 8393867.716 R = +35.000 54.978

CT 485.455 216854.804 8393841.606 129.954 228°14'39.778"

STRAIGHT 41 228°14'39.778"

END 526.455 216824.218 8393814.302 129.954

HORIZONTAL ALIGNMENT REPORT - MD03

POINT CHAINAGE EASTING NORTHING ELEVATION ELEMENT LENGTH BEARING

START 0 217008.442 8394013.135 129.457

STRAIGHT 25.103 323°25'50.812"

HIP 25.103 216993.486 8394033.296 129.510

STRAIGHT 6.63 317°21'15.810"

HIP 31.733 216988.995 8394038.173 129.524

STRAIGHT 19.996 318°04'14.365"

HIP 51.729 216975.633 8394053.049 129.567

STRAIGHT 10.001 317°21'15.810"

HIP 61.73 216968.858 8394060.406 129.588

STRAIGHT 20.004 318°04'13.364"

HIP 81.734 216955.491 8394075.288 129.630

STRAIGHT 20.001 318°41'41.004"

HIP 101.735 216942.289 8394090.312 129.673

STRAIGHT 8.089 317°03'28.515"

TC 109.824 216936.778 8394096.234 129.690 317°03'28.515"

CC 216944.098 8394103.047 R = +10.000 15.707

CT 125.531 216937.285 8394110.366 129.723 47°03'04.769"

STRAIGHT 0.892 47°03'04.769"

END 126.423 216937.938 8394110.974 129.725

C-101

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ED PR O FE S S I ON A L E NG I NEER

S TA T E O F C A L I F O R N I A

62.50 125m

1:1250

TN

PLAN

NORTH

A1CONTROL LINE SETOUT PLAN

SCALE: 1:1250m

1. REFER TO DRAWING NUMBER C-102 FOR ADDITIONAL SETOUT

TABLES.

2. REFER TO DRAWING NUMBER C-401 TO C-408 FOR LEVELS OF

ACCESS TRACKS.

SHEET GENERAL NOTES:

HORIZONTAL ALIGNMENT REPORT - MS01

POINT CHAINAGE EASTING NORTHING ELEVATION ELEMENT LENGTH BEARING

START 0 216520.819 8394193.929 129.948

STRAIGHT 19.412 135°22'55.120"

TC 19.412 216534.454 8394180.111 129.929 135°22'55.120"

CC 216623.430 8394267.908 R = -125.000 22.321

CTC 41.734 216551.464 8394165.703 129.778 125°09'02.119"

CC 216557.221 8394173.880 R = -10.000 8.798

CTC 50.532 216559.853 8394164.232 129.555 74°44'20.505"

CC 216548.008 8394207.645 R = -45.000 18

CT 68.532 216575.824 8394172.272 129.404 51°49'14.582"

STRAIGHT 19.592 51°49'14.582"

HIP 88.125 216591.225 8394184.382 129.678

STRAIGHT 3.363 52°19'40.035"

HIP 91.487 216593.887 8394186.437 129.736

STRAIGHT 128 48°14'39.779"

HIP 219.487 216689.374 8394271.680 130.598

STRAIGHT 457.5 138°14'39.777"

HIP 676.987 216994.048 8393930.388 130.599

STRAIGHT 127.532 228°14'39.780"

HIP 804.519 216898.911 8393845.458 129.895

STRAIGHT 23.422 224°40'04.975"

TC 827.941 216882.445 8393828.800 129.607 224°40'04.975"

CC 216914.448 8393797.165 R = -45.000 18

CTC 845.941 216872.652 8393813.840 129.901 201°44'59.052"

CC 216881.940 8393810.135 R = -10.000 8.798

CTC 854.74 216873.165 8393805.338 129.993 151°20'17.438"

CC 216982.849 8393865.293 R = -125.000 22.321

CT 877.061 216885.559 8393786.809 130.101 141°06'24.437"

STRAIGHT 7.34 141°06'24.437"

END 884.402 216890.168 8393781.096 130.148

HORIZONTAL ALIGNMENT REPORT - MS02

POINT CHAINAGE EASTING NORTHING ELEVATION ELEMENT LENGTH BEARING

START 0 216648.006 8394051.485 129.703

STRAIGHT 34.8 319°52'51.456"

TC 34.8 216625.581 8394078.097 129.739 319°52'51.456"

CC 216767.052 8394197.307 R = +185.000 38.841

CTC 73.641 216603.843 8394110.198 129.688 331°54'36.625"

CC 216608.695 8394112.788 R = +5.500 14.655

CTC 88.296 216611.817 8394117.317 129.607 124°34'42.932"

CC 216506.823 8393964.997 R = +185.000 38.841

CT 127.136 216641.256 8394092.09 129.659 136°36'28.101"

STRAIGHT 34.8 136°36'28.101"

HIP 161.936 216665.164 8394066.802 129.652

STRAIGHT 184.072 138°14'39.778"

HIP 346.008 216787.747 8393929.486 129.652

STRAIGHT 34.8 139°52'51.456"

TC 380.808 216810.171 8393902.874 129.638 139°52'51.456"

CC 216668.7 8393783.664 R = +185.000 38.841

CTC 419.649 216831.909 8393870.772 129.56 151°54'36.625"

CC 216827.057 8393868.183 R = +5.500 14.655

CTC 434.304 216823.936 8393863.654 129.838 304°34'42.932"

CC 216928.93 8394015.974 R = +185.000 38.841

CT 473.144 216794.496 8393888.881 129.88 316°36'28.101"

STRAIGHT 34.8 316°36'28.101"

END 507.944 216770.589 8393914.169 129.849

HORIZONTAL ALIGNMENT REPORT - MV01

POINT CHAINAGE EASTING NORTHING ELEVATION ELEMENT LENGTH BEARING

START 0 216522.955 8394196.036 129.903

STRAIGHT 19.412 135°22'55.120"

TC 19.412 216536.589 8394182.218 129.884 135°22'55.120"

CC 216623.43 8394267.908 R = -122.000 21.786

CTC 41.198 216553.191 8394168.156 129.718 125°09'02.119"

CC 216557.221 8394173.88 R = -7.000 6.159

CTC 47.357 216559.064 8394167.127 129.495 74°44'20.504"

CC 216548.008 8394207.645 R = -42.000 16.800

CT 64.157 216573.97 8394174.63 129.344 51°49'14.582"

STRAIGHT 19.592 51°49'14.582"

HIP 83.749 216589.371 8394186.741 129.618

STRAIGHT 3.176 52°27'47.042"

HIP 86.925 216591.889 8394188.675 129.691

STRAIGHT 131.000 48°14'39.779"

HIP 217.925 216689.614 8394275.916 130.478

STRAIGHT 395.100 138°14'39.778"

HIP 613.025 216952.732 8393981.174 130.835

STRAIGHT 4.243 93°14'39.778"

HIP 617.267 216956.968 8393980.934 130.775

STRAIGHT 15.000 138°14'39.778"

HIP 632.267 216966.958 8393969.744 130.775

STRAIGHT 4.243 183°14'39.778"

HIP 636.51 216966.718 8393965.508 130.835

STRAIGHT 45.400 138°14'39.778"

TC 681.91 216996.952 8393931.64 130.534 138°14'39.779"

CC 216995.46 8393930.308 R = +2.000 3.142

CT 685.052 216996.792 8393928.816 130.557 228°14'39.780"

STRAIGHT 128.438 228°14'39.780"

HIP 813.49 216900.978 8393843.282 129.866

STRAIGHT 23.329 224°40'04.975"

TC 836.818 216884.578 8393826.691 129.589 224°40'04.975"

CC 216914.448 8393797.165 R = -42.000 16.800

CTC 853.618 216875.438 8393812.729 129.885 201°44'59.052"

CC 216881.94 8393810.135 R = -7.000 6.159

CTC 859.777 216875.798 8393806.777 129.950 151°20'17.438"

CC 216982.849 8393865.293 R = -122.000 21.786

CT 881.563 216887.894 8393788.693 130.060 141°06'24.437"

STRAIGHT 7.340 141°06'24.437"

END 888.904 216892.503 8393782.98 130.112

HORIZONTAL ALIGNMENT REPORT - MT0A

POINT CHAINAGE EASTING NORTHING ELEMENT LENGTH BEARING

START 0 216920.782 8394114.637

STRAIGHT 9.879 161°46'52.270"

TC 9.879 216923.871 8394105.253 161°46'52.270"

CC 216930.520 8394107.442 R = -7.000 2.876

CT 12.755 216925.298 8394102.780 138°14'39.778"

STRAIGHT 360.745 138°14'39.778"

END 373.5 217165.538 8393833.667

HORIZONTAL ALIGNMENT REPORT - MT0B

POINT CHAINAGE EASTING NORTHING ELEMENT LENGTH BEARING

START 0 216835.434 8394209.278

STRAIGHT 25.3 318°14'39.779"

HIP 25.3 216818.586 8394228.152

STRAIGHT 74.7 48°14'39.779"

END 100 216874.311 8394277.898

HORIZONTAL ALIGNMENT REPORT - MT0C

POINT CHAINAGE EASTING NORTHING ELEMENT LENGTH BEARING

START 0 216893.603 8394325.780

STRAIGHT 242.341 26°45'11.309"

TC 242.341 217002.692 8394542.180 26°45'11.309"

CC 217020.551 8394533.177 R = +20.000 7.502

CT 249.843 217007.232 8394548.097 48°14'39.778"

STRAIGHT 23.157 48°14'39.778"

END 273 217024.507 8394563.518

HORIZONTAL ALIGNMENT REPORT - MC01

POINT CHAINAGE EASTING NORTHING…