Final Works Plan for Nausori Upgrade and Extension Works - Nadi...

WORK PLAN FOR NAUSORI INTERNATIONAL AIRPORT RUNWAY UPGRADE AND EXTENSION CONSTRUCTION

WORKS Background Fiji Airports (FA) proposes to widen, overlay and lengthen the 10/28 runway (RWY) at Nausori International Airport. This involves the structural upgrade of the existing pavements, new pavement extents in the extended RWY 28 area, AGL civil works and associated drainage work. The following provides the key components of the project, and describes the overall scope. The key components of the project include:

Runway 10-28 extension and increase in width (approx. 2148m x 45 m - Code 4C), noting no runway shoulders;

Construction of a new 90 meter long RESA on Runway 10 (Runway End 28) and 60m strip;

Widening of existing runway strip area (150m from centerline either side for the full length of the runway);

Apron rehabilitation; Taxiway improvements; Installation and upgrade of the associated visual and navigational aids; The associated drainage required for the site; A new perimeter security fence; A new perimeter road including access to the Perimeter fence

Description of Work The works to be undertaken and covered by this Work Plan include, but not necessarily limited to the following works: Phase 1-A: Mobilization

The work will involve establishing the contractor laydown area, all traffic management signage for access routes (including public road diversions) and the site office and temporary haul roads construction for the project. Phase 1-B: Temporary fencing and land clearance

The work includes • Topsoil stripping and removal from work site • Vegetation removal and tree removal • Existing road removal • Associated infrastructure breakout and removal, • Demolish properties within FA boundary and removal • Erecting a perimeter fence on the FA boundary lines This phase includes working in both Zone 1 and 2 in the proposed runway extension area.

Phase 1: Time line Date: 26th October 2018 to 1st April 2019 Hours of work: 24HOURS Time Line: Currently In Progress No aircraft operations or airside infrastructure will be affected during this phase. All other works will be on landside

Phase 2-A: Runway extension and swale construction

The RWY 10 extension construction which will involve:

• Bulk fill of the area • Construction of culverts including the associated temporary works to maintain

flow path for the existing swale drain and • Construction of new swale drains and making existing swale drains redundant • Commissioning of the new swale drains • Construction of the utility protection • Construction of security fencing • Displaced threshold RWY 28 by 348m

Phase 2-A Time line Date: 1st April to 25th July 2019 Hours of Work: 24HOURS Aircraft movement restrictions: available for aircraft types up to ATR72 DECLARED DISTANCES DUE DISPLACE THR:

• RWY 10 ASDA 1520m TORA 1520m. TODA 1670m. LDA 1400m. • RWY 28 ASDA 1520m TORA 1520m. TODA 1520m. LDA 1520m.

The full length of runway will be available only on Sunday and Mondays during turbojet operations as per AIP page NFNA AD 2-8.

Phase 2-B (2 phases): RWY 10 RESA construction This phase involves aspects of Phase 2-A until 9th September 2019 and;

• Breakout existing headwalls and extend culvert with new pipe and headwall • Security fence construction • Runway length shortened by 348m from THR 28 from 26th July – 26th October

2019. Temporary THR 28 coordinates are 18°02'43.6744"S 178°33'56.5162"E • Displaced THR 28 by 348m from 26th October 2019-23rd June 2020 • Runway extension strip construction • Existing runway strip construction • Runway extension pavement and subsoil drain construction • Construction of stormwater catchpit in runway extension area • Existing RWY 10 RESA upgrade to runway extension pavement • Existing shoulder demolish and pavement reconstruction • Existing runway shoulder catchpit and light pot decommissioning • Existing runway new catchpit construction and connecting existing pipes • Existing runway edge lights temporary installation for 30m runway width • Existing Runway AGL construction for 45m wide runway edge lights

Phase 2-B1 Time line Date: 26th July to 26th October 2019 Hours of work: 24HOURS Aircraft movement restrictions: available for aircraft types up to ATR72: 1. Runway length shortened by 348m from THR 28 from 26th July – 26th October 2019.

Temporary THR 28 coordinates are 18°02'43.6744"S 178°33'56.5162"E. Declared distances are as follows: • RWY 10 ASDA 1520m TORA 1520m. TODA 1670m. LDA 1400m. • RWY 28 ASDA 1520m TORA 1520m. TODA 1520m. LDA 1520m.

2. GNSS APCH RWY 28 WITHDRAWN 3. No turbojet operations during this period

Phase 2-B2 Time line

Date: 26th October 2019 to 23

rd June 2020 Hours of work: 24HOURS Aircraft movement restrictions: available for aircraft types up to ATR72: DECLARED DISTANCES DUE DISPLACE THR:



Phase 3A: Runway shoulder reconstruction

This task involves the following work: • Utility diversions/ Temporary protection and removal • Utility protection • Existing runway shoulder removal and pavement reconstruction • Existing runway shoulder catchpit and light pot decommissioning • Existing runway new catchpit construction and connecting existing pipes • Existing runway edge lights temporary installation for 30m runway width • Existing runway AGL construction for 45m wide runway edge lights

• Displaced threshold RWY 28 by 348m from 1st April to 25th July 2019

This work will be carried out in Zone 1 and therefore restrictions will apply to night working only.

Phase 3-A1 Time line Date: 24

thJanuary to 1

stApril 2019

Hours of work: 24HOURS Aircraft movement restrictions:

• Possible airport Closures outside of published hours of watch. All other works will be on landside

Phase 3-A2 Time line Date: 1st April to 25

th July 2019 Hours of work: 24HOURS Aircraft movement restrictions: available for aircraft types up to ATR72: DECLARED DISTANCES DUE DISPLACE THR:



Phase 3B: Runway central mill/fill asphalt

The work in this phase involve: • Mill and fill existing runway • Runway extension deep lift asphalt • Existing runway deep lift asphalt • Aerodrome closed from 0900UTC-1800UTC daily from 26th July to 26th October 2019 • Displaced threshold RWY 28 by 348m from 27th October 2019 to 23rd May 2020

Phase 3-B1 Time line Date: 26

th July to 26

th October 2019 Hours of works: 0900UTC – 1800UTC Daily Aircraft movement restrictions: Nil aircraft movement and aerodrome shall be closed from 0900UTC – 1800UTC daily

Phase 3-B2 Time line Date: 27

th October 2019 to 23rd May 2020

Hours of work: 24HOURS Aircraft movement restrictions: available for aircraft types up to ATR72 DECLARED DISTANCES DUE DISPLACE THR:


The full length of runway will be available only on Sunday and Mondays during turbojet operations as per AIP page NFNA AD 2-8

Phase 4: Apron asphalt paving

This phase involves the following works: • Utility protection • Clean existing swale drains • Apron AGL civil works • Apron asphalt overlay • Apron asphalt resurfacing • Apron concrete slab construction • Paint markings • Storm water civil works

All concrete slab construction work will be carried out during the three month period (26th July-26th October 2019) of no turbojet aircraft operations. Other work items in this area will be completed in a staged manner with suitable temporary ramping.

Phase 4- Time line

Date: 10th May 2019 to 10

th August 2019 Hours of work: 24HOURS Aircraft movement restrictions: Possible parking restrictions

No turbojet operations during part of this period (26th July-26th October 2019) Phase 5A: Taxiway E

This phase involves the following:

• Taxiway E shoulder construction • Taxiway E pavement rehabilitation - mill and fill of asphalt • Taxiway E AGL civil works and installation • Construction of the box culvert • Taxiway E paint marking • Commissioning of AGL

Phase 5A- Time line Date: 23rd September to 6th October 2019 Hours of work: 24HOURS Aircraft movement restrictions: Only Taxiway Western will be available

No turbojet operations during this period (26th July-26th October 2019)

Phase 5B: Taxiway W This task involves:

• Taxiway W shoulder construction • Taxiway W pavement rehabilitation - mill and fill of asphalt • Taxiway W AGL civil works and installation • Taxiway W paint markings • Commissioning AGL on Taxiway W

This work will be carried out during the three month period (26th July-26th October 2019) of no turbojet aircraft operations.

Phase 5B- Time line Date: 7th October 2019 to 26th October 2019 Hours of work: 24HOURS Aircraft movement restrictions: Only Taxiway Eastern will be available

No turbojet operations during this period (26th July-26th October 2019) Phase 6A: Runway overlay This phase involves:

• Existing runway asphalt overlay surfacing • Runway extension surfacing • Runway paint marking

Nil aircraft movement and aerodrome shall be closed from 0900UTC – 1800UTC daily Phase 6B: Construction of Visual and Navigational Aids This work will be carried out at the same time as the pavement works and these work involves:

• ILS localizer installation • RWY 10 Approach Lighting installation • AWOS installation • RWY 10 & 28 PAPI installation • AGL paint marking • AGL/ NAVAid commissioning

Phase 7A: Runway grooving This involves cutting grooves in the pavement to promote surface water drainage and to prevent hydroplaning during wet weather. This needs to be carried out 6 weeks after the asphalt is surfaced. No aircraft operations will be affected as these works will be completed at night outside the published hours of watch or NOTAM Phase 7B: AGL relocate beyond 45m

This will involve installing 45m edge lighting and commissioning

Phase 6 & 7- Time line Date: 31st January to 12th November 2020 Hours of work: 0900UTC to 1800UTC Daily Aircraft movement restrictions: During this period there will be no runway lights available for seven (7) days and runway not available for night and adverse weather operations. The actual dates will be notified by NOTAM

N

ACCESS / HAUL

ACCESS POINT

WAINIBOKASI ROAD

VISAMA ROAD

REWA RIVERLAYDOWN AREA

TAXIWAY WEST TAXIWAY EAST

TERMINAL

ACCESS POINT

APRON

TEMPORARY ACCESS

KUKU-BAU ROADZONE 2 - 150m WIDE

ZONE 1 - 90m WIDE

TEMPORARY HAUL / ACCESS

PROPOSED RUNWAY EXTENSION

150m EXISTINGRUNWAY STRIP

300m PROPOSEDRUNWAY STRIP

EXST

THR

28

P

P

GENERAL NOTES:

1. ACCESS ROUTES AND CONTRACTORS LAY DOWN AREA TO BECONFIRMED BY FIJI AIRPORTS.

2. ALL AIRSIDE WORKS TO BE UNDERTAKEN WITHIN THE SITEPOSSESSION PERIODS NOMINATED IN THE METHOD OF WORKSPLAN (MOWP), UNLESS AGREED OTHERWISE WITH FUJIAIRPORTS ON A CASE BY CASE BASIS.

3. THE CONTRACTOR SHALL MAINTAIN DUST SUPPRESSION ANDFOD CONTROL MEASURES FOR THE DURATION OF ALL WORKS,AIRSIDE AND LANDSIDE.

4. THE CONTRACTOR IS TO LIAISE AND COORDINATE WITH FUJIAIRPORTS THE REMOVAL, INSTALLATION AND REINSTATEMENTOF ALL EXISTING AGL INFRASTRUCTURE.

5. ALL PERSONNEL AND PLANT UNDERTAKING WORKS AIRSIDE WILLREQUIRE AIRSIDE PASSES AND PERMITS FOR THE DURATION OFTHE CONTRACT. THEY ARE TO BE MADE VISIBLE BY THEIRRESPECTIVE HOLDER AT ALL TIMES.

6. ALL WORKS UNDERTAKEN AIRSIDE AND WITHIN OPERATIONALAREAS REQUIRE THE APPROPRIATE PLANNING, COORDINATIONAND EXECUTION WITH AND UNDER THE ESCORT OF THE FIJIAIRPORT'S OPERATIONS TEAM AND WORKS SAFETY OFFICERS.

7. THE INTEGRITY OF THE EXISTING AND PROPOSED SECURITYFENCING IS TO BE STRICTLY MAINTAINED AT ALL TIMES.

WORK TASKS INCLUDE:

· CONTRACTOR LAYDOWN AREA ESTABLISHMENT, INCLUDING ALLTRAFFIC MANAGEMENT SIGNAGE (FOR CONSTRUCTION VEHICLEACCESS AND PUBLIC ROAD DIVERSIONS)

· TEMPORARY HAUL ROAD ESTABLISHMENT / CONSTRUCTION· SITE OFFICE ESTABLISHMENT

This Drawing must not be

used for Construction unless

signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.

This document may only be used by

GHD's client (and any other person who

GHD has agreed can use this document)

for the purpose for which it was prepared

and must not be used by any other

person or for any other purpose.

DO NOT SCALE

Note: * indicates signatures on original issue of drawing or last revision of drawing

GHD (Fiji) Pte Limited

30 Ratu Sukuna Road, Nasese, Suva, Fiji

PO Box 1168, Suva, Fiji

T 679 32 6400 F 679 330 0354

E [email protected] W www.ghd.com

Plot Date: Cad File No:18 December 2018 - 11:08 AM G:\52\10101\CADD\Drawings\52-10101-G400-414.dwg

Plotted by:

John Aqulala

(Project Director)

Approved

Job

Manager

Project

Director

FOR CONSTRUCTION

FIJI AIRPORTS

NAUSORI INTERNATIONAL AIRPORT

PHASE 1A: MOBILISATION

52-10101-G400

1

K WAINIQOLO J CZASTKA

L BLACK* J LIEBENBERG*

J PALMER*

09.02.2018

1:5000

0 FOR CONSTRUCTION J.A L.J.B* J.P* 28.09.18

1 MOWP ISSUE J.A L.J.B* J.P* 18.12.18

0

SCALE 1:5000 AT ORIGINAL SIZE

10050 200 250m150

LEGEND:ZONE 1

ZONE 2

FA LAND BOUNDARY

300m STRIP EXTENTS

150m STRIP EXTENTS

N

ACCESS / HAUL

ACCESS POINT

WAINIBOKASI ROAD

VISAMA ROAD



TERMINAL

ACCESS POINT

APRON

TEMPORARY ACCESS


ZONE 1 - 90m WIDE





P

P

WORK TASKS INCLUDE:

· LAND CLEARANCE - TOPSOIL STRIPPING AND REMOVAL FROMWORK SITE, VEGETATION REMOVAL, TREE REMOVAL, EXISTINGROAD AND ASSOCIATED INFRASTRUCTURE BREAKOUT ANDREMOVAL, DEMOLISH BUILDINGS/STRUCTURES WITHIN FIJIAIRPORT'S BOUNDARY AND REMOVAL

· UTILITY DIVERSIONS / TEMPORARY PROTECTION AND REMOVAL· ERECTING TEMPORARY FENCING ON FIJI AIRPORT LAND

BOUNDARY TO SECURE WORK SITE AND ZONES OF STRIPWIDENING AND LENGTHENING (NEW FENCING IS TO BECONSTRUCTED INSIDE FUJI AIRPORTS BOUNDARY WITH LATERALCLEARANCE)

· TEMPORARY HAUL ROAD ESTABLISHMENT / CONSTRUCTION

ZONE RESTRICTIONS:

ZONE 1 - PERSONNEL AND LIGHT WEIGHT EQUIPMENT USED FOR THE CALIBRATION OFLANDING AIDS ARE TO BE LOCATED CLEAR OF ANY AIRCRAFT MOVEMENTS AS FOLLOWS:A) FOR TURBOJET MOVEMENTS, TO THE OUTER EDGE OR CLEAR OF ZONE 2B) FOR OTHER AIRCRAFT MOVEMENTS, TO THE OUTER EDGE OR CLEAR OF ZONE 1

ZONE 2 - ALL EQUIPMENT AND PERSONNEL SHOULD BE AT THE OUTER EDGE OR CLEAR OFZONE 2.WORK MAY CONTINUE WITHOUT INTERRUPTION DURING THE MOVEMENT OF NON- TURBOJETAIRCRAFT WHEN CROSS WINDS IS LESS THAN 10 KNOTS.

NIGHT OPERATIONS:

ANY TRENCH SHOULD BE BACKFILLED AND CONSOLIDATED BEFORE CEASING WORKFOR THE DAY. A MAXIMUM LENGTH OF 3m MAY BE LEFT UNFILLED BUT COVEREDOVERNIGHT AND:A) MARKED WITH RED OBSTRUCTION LIGHTSB) MATERIALS NOT ASSOCIATED DIRECTLY WITH THE WORK IN PROGRESS SHOULDBE REMOVED FROM THE ZONE DURING THE PERIOD OF AIRCRAFT OPERATIONS.C) SPOIL REMOVED FROM A TRENCH SHOULD BE LOCATED ON THE SIDE AWAY FROMTHE RUNWAY AND THE MAXIMUM HEIGHT SHOULD NOT EXCEED 200mm. FROM THETRENCHES AT RIGHT ANGLES TO THE RUNWAY CENTRE LINE THE SPOIL SHOULD BEPLACED ON THE SIDE REMOTE FROM THE NEAREST LANDING THRESHOLD. IF THIS ISNECESSARY TO PLACE THE SPOIL ON BOTH SIDES OF THE TRENCH THE MAXIMUMHEIGHT SHOULD NOT EXCEED 200mm.

RUNWAY ENDS:

ANY TRENCH ACROSS THE END OF THE RUNWAY SHOULD NOT EXCEED300mm IN WIDTH. DURING DAYLIGHT HOURS ONLY, A MAXIMUM LENGTH OF 3mMAY BE LEFT UNFILLED DURING AN AIRCRAFT MOVEMENT BUT SHOULD BECOVERED WITH LOAD STEEL PLATES ADEQUATELY HELD ON THE GROUND ANDMARKED SECURELY WITH FIXED CONES AT A MAXIMUM SPACING 6m. THE PLATECOVERING SHOULD EXCEED THE DIMENSIONS OF THE EXCAVATION BY AMINIMUM OF 150mm ON ALL SIDES. THE THICKNESS OF THE PLATE SHOULDSUFFICE TO ACHIEVE A LOAD BEARING STRENGTH CAPABLE FOR A 20TDYNAMIC TYRE LOAD.



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 679 32 6400 F 679 330 0354



Plotted by:

John Aqulala

(Project Director)

Approved

Job

Manager

Project

Director

FOR CONSTRUCTION

FIJI AIRPORTS


PHASE 1B: TEMPORARY FENCING AND LAND CLEARANCE

52-10101-G401

1



J PALMER*

09.02.2018

1:5000



0


10050 200 250m150

TEMPORARY ACCESS

TEMPORARY FENCING

TEMPORARY FENCING


TEMPORARY FENCING

HEIGHT CLEARANCE FROM RUNWAY ON HORIZONTALPLANE FOR TAKE-OFF SURFACE, REFER DRG G422.

HEIGHT RESTRICTED WORK AREA

1M 5M 10M

REFER TO DRG 51-37322 G500

LEGEND:ZONE 1

ZONE 2

FA LAND BOUNDARY

300m STRIP EXTENTS

150m STRIP EXTENTS

WORKS AREA

N

ACCESS / HAUL

ACCESS POINT

WAINIBOKASI ROAD

VISAMA ROAD



TERMINAL

ACCESS POINT

APRON

TEMPORARY ACCESS


ZONE 1 - 90m WIDE





EXST

THR

28

P

P

WORK TASKS INCLUDE:

· UTILITY DIVERSIONS / TEMPORARY PROTECTION AND REMOVAL· RUNWAY EXTENSION BULK FILL· CROSS RUNWAY CULVERT CONSTRUCTION AND ASSOCIATED

TEMPORARY WORKS TO MAINTAIN FLOW PATH FOR EXISTINGSWALE DRAIN

· UTILITY PROTECTION· CONSTRUCT NEW SWALE DRAINS· COMMISION NEW SWALE DRAINS· CLEAN EXISTING SWALE DRAINS· INFILL EXISTING SWALE DRAINS AND MAKE REDUNDANT· SECURITY FENCING CONSTRUCTION· IMPLEMENT DISPLACED RUNWAY 10 THRESHOLD· RUNWAY EXTENSION STRIP CONSTRUCTION· EXISTING RUNWAY STRIP CONSTRUCTION

ZONE RESTRICTIONS:



NIGHT OPERATIONS:


RUNWAY ENDS:


DISPLACED THRESHOLD:

WHERE THE THRESHOLD IS DISPLACED FROM THE END OF THE RUNWAY,EITHER TEMPORARILY OR PERMANENTLY, IT SHOULD BE LIT BY TWO WINGBARS EACH OF FOUR LIGHTS SPACED AT 5M INTERVALS WITH THEINNER LIGHT IN LINE WITH THE RUNWAY EDGE LIGHTS. THE RUNWAY EDGELIGHTS BETWEEN THE DISPLACED THRESHOLD AND THE THRESHOLD SHOULDBE BI-DIRECTIONAL LIGHT FITTINGS SHOWING RED/WHITE, WITH THE REDLIGHT FACING THE LANDING PILOT, REFER DRAWING 51-37322-G423.



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 679 32 6400 F 679 330 0354



Plotted by:

John Aqulala

(Project Director)

Approved

Job

Manager

Project

Director

FOR CONSTRUCTION

FIJI AIRPORTS


PHASE 2A: RUNWAY EXTENSION PLATFORM AND

SWALE / CULVERT CONSTRUCTION SUNDAY AND MONDAY

52-10101-G403

1



J PALMER*

09.02.2018

1:5000



0


10050 200 250m150

210m MINCLEARANCE

ZONE

HEIGHT STRICTED WORK AREA

HEIGHT CLEARANCE FROM RUNWAY ON HORIZONTALPLANE FOR TAKE-OFF SURFACE, REFER DRG G422.

1M 5M 10M

LEGEND:ZONE 1

ZONE 2

FA LAND BOUNDARY

300m STRIP EXTENTS

150m STRIP EXTENTS

WORKS AREA

CLEAR ZONE

N

ACCESS / HAUL

ACCESS POINT

WAINIBOKASI ROAD

VISAMA ROAD



TERMINAL

ACCESS POINT

APRON

TEMPORARY ACCESS


ZONE 1 - 90m WIDE





EXST

THR

28

P

P

WORK TASKS INCLUDE:

· UTILITY DIVERSIONS / TEMPORARY PROTECTION AND REMOVAL· RUNWAY EXTENSION BULK FILL· CROSS RUNWAY CULVERT CONSTRUCTION AND ASSOCIATED

TEMPORARY WORKS TO MAINTAIN FLOW PATH FOR EXISTINGSWALE DRAIN

· UTILITY PROTECTION· CONSTRUCT NEW SWALE DRAINS· COMMISION NEW SWALE DRAINS· CLEAN EXISTING SWALE DRAINS· INFILL EXISTING SWALE DRAINS AND MAKE REDUNDANT· SECURITY FENCING CONSTRUCTION· IMPLEMENT DISPLACED RUNWAY 10 THRESHOLD· RUNWAY EXTENSION STRIP CONSTRUCTION· EXISTING RUNWAY STRIP CONSTRUCTION



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 679 32 6400 F 679 330 0354



Plotted by:

John Aqulala

(Project Director)

Approved

Job

Manager

Project

Director

FOR CONSTRUCTION

FIJI AIRPORTS


PHASE 2B: RUNWAY EXTENSION PLATFORM AND

SWALE / CULVERT CONSTRUCTION TUESDAY TO SATURDAY

52-10101-G402

1



J PALMER*

09.02.2018

1:5000



0


10050 200 250m150

ZONE RESTRICTIONS:



NIGHT OPERATIONS:

ANY TRENCH SHOULD BE BACKFILLED AND CONSOLIDATED BEFORE CEASING WORKFOR THE DAY. A MAXIMUM LENGTH OF 3m MAY BE LEFT UNFILLED BUT COVEREDOVERNIGHT AND:A) MARKED WITH RED OBSTRUCTION LIGHTSB) MATERIALS NOT ASSOCIATED DIRECTLY WITH THE WORK IN PROGRESS SHOULDBE REMOVED FROM THE ZONE DURING THE PERIOD OF AIRCRAFT OPERATIONS.C) SPOIL REMOVED FROM A TRENCH SHOULD BE LOCATED ON THE SIDE AWAY FROMTHE RUNWAY AND THE MAXIMUM HEIGHT SHOULD NOT EXCEED 200mm. FROM THETRENCHES AT RIGHT ANGLES TO THE RUNWAY CENTRE LINE THE SPOIL SHOULD BEPLACED ON THE SIDE REMOTE FROM THE NEAREST LANDING THRESHOLD. IF THIS ISNECESSARY TO PLACE THE SPOIL ON BOTH SIDES OF THE TRENCH THE MAXIMUMHEIGHT SHOULD NOT EXCEED 200 mm.

RUNWAY ENDS:

ANY TRENCH ACROSS THE END OF THE RUNWAY SHOULD NOT EXCEED300mm IN WIDTH. DURING DAYLIGHT HOURS ONLY, A MAXIMUM LENGTH OF 3mMAY BE LEFT UNFILLED DURING AN AIRCRAFT MOVEMENT BUT SHOULD BECOVERED WITH LOAD STEEL PLATES ADEQUATELY HELD ON THE GROUND ANDMARKED SECURELY WITH FIXED CONES AT A MAXIMUM SPACING 6m. THE PLATECOVERING SHOULD EXCEED THE DIMENSIONS OF THE EXCAVATION BY AMINIMUM OF 150 mm ON ALL SIDES. THE THICKNESS OF THE PLATE SHOULDSUFFICE TO ACHIEVE A LOAD BEARING STRENGTH CAPABLE FOR A 20TDYNAMIC TYRE LOAD.

DISPLACED THRESHOLD:

WHERE THE THRESHOLD IS DISPLACED FROM THE END OF THE RUNWAY,EITHER TEMPORARILY OR PERMANENTLY, IT SHOULD BE LIT BY TWO WINGBARS EACH OF FOUR LIGHTS SPACED AT 5m INTERVALS WITH THEINNER LIGHT IN LINE WITH THE RUNWAY EDGE LIGHTS. THE RUNWAY EDGELIGHTS BETWEEN THE DISPLACED THRESHOLD AND THE THRESHOLD SHOULDBE BI-DIRECTIONAL LIGHT FITTINGS SHOWING RED/WHITE, WITH THE REDLIGHT FACING THE LANDING PILOT, REFER DRAWING 51-37322-G423.

1400 m

DISP

.TH

R

200mCLEARANCE

ZONE

LEGEND:ZONE 1

ZONE 2

FA LAND BOUNDARY

300m STRIP EXTENTS

150m STRIP EXTENTS

WORKS AREA

CLEAR ZONE

N

ACCESS / HAUL

ACCESS POINT

WAINIBOKASI ROAD

VISAMA ROAD



TERMINAL

ACCESS POINT

APRON

TEMPORARY ACCESS


ZONE 1 - 90m WIDE





EXST

THR

28

P

P

WORK TASKS INCLUDE:

· UTILITY DIVERSIONS / TEMPORARY PROTECTION AND REMOVAL· UTILITY PROTECTION· EXISTING RUNWAY SHOULDER DEMOLISH AND PAVEMENT

RECONSTRUCTION· EXISTING RUNWAY SHOULDER CATCHPIT AND LIGHT POT

DECOMMISSIONING· EXISTING RUNWAY NEW CATCHPIT CONSTRUCTION AND

CONNECTING EXISTING PIPES· EXISTING RUNWAY EDGE LIGHTS TEMPORARY INSTALLATION FOR

30m RUNWAY WIDTH· EXISTING RUNWAY AGL CONSTRUCTION FOR 45m WIDE RUNWAY

EDGE LIGHTS

TAXIWAY STRIPS

WHEN TAXIWAY IS IN USE, VEHICLES, EQUIPMENT AND PERSONNELSHOULD BE MOVED TO GIVE A WINGTIP CLEARANCE OF AT LEAST 10m.THE DISTANCE FROM A TAXIWAY FOR WINGTIP CLEARANCE WILL VARYSIGNIFICANTLY DEPENDING ON AIRCRAFT TYPE.

ZONE RESTRICTIONS:



NIGHT OPERATIONS:


RUNWAY ENDS:




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 679 32 6400 F 679 330 0354



Plotted by:

John Aqulala

(Project Director)

Approved

Job

Manager

Project

Director

FOR CONSTRUCTION

FIJI AIRPORTS


PHASE 3 SHOULDER RECONSTRUCTION &

AGL CIVIL WORKS AND INSTALLATION

52-10101-G410

1



J PALMER*

09.02.2018

1:5000



0


10050 200 250m150

LEGEND:ZONE 1

ZONE 2

FA LAND BOUNDARY

300m STRIP EXTENTS

150m STRIP EXTENTS

AGL WORKS AREA

SHOULDER RECONSTRUCTION

N

ACCESS / HAUL

ACCESS POINT

WAINIBOKASI ROAD

VISAMA ROAD



TERMINAL

ACCESS POINT

APRON

TEMPORARY ACCESS


ZONE 1 - 90m WIDE





EXST

THR

28

P

P

WORK TASKS INCLUDE:

· RUNWAY EXTENSION DEEP LIFT ASPHALT· EXISTING RUNWAY MILL/FILL PATCH REPAIRS· EXISTING RUNWAY DEEP LIFT ASPHALT OVERLAY· TEMPORARY RUNWAY PAINT MARKING

ZONE RESTRICTIONS:



NIGHT OPERATIONS:


RUNWAY ENDS:




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 679 32 6400 F 679 330 0354



Plotted by:

John Aqulala

(Project Director)

Approved

Job

Manager

Project

Director

FOR CONSTRUCTION

FIJI AIRPORTS


PHASE 3: RUNWAY

CENTRAL MILL / FILL

52-10101-G412

1



J PALMER*

09.02.2018

1:5000



0


10050 200 250m150

RUNWAY 10-28

LEGEND:ZONE 1

ZONE 2

FA LAND BOUNDARY

300m STRIP EXTENTS

150m STRIP EXTENTS

WORKS AREA

N

ACCESS / HAUL

ACCESS POINT

WAINIBOKASI ROAD

VISAMA ROAD



TERMINAL

ACCESS POINT

APRON

TEMPORARY ACCESS


ZONE 1 - 90m WIDE





EXST

THR

28

P

P

WORK TASKS INCLUDE:

· UTILITY PROTECTION· CLEAN EXISTING SWALE DRAINS· APRON AGL CIVIL WORKS· APRON AGL INSTALLATION· APRON ASPHALT OVERLAY· APRON ASPHALT RESURFACING· APRON CONCRETE SLAB CONSTRUCTION· APRON PAINT MARKING· STORMWATER CIVIL WORKS



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 679 32 6400 F 679 330 0354



Plotted by:

John Aqulala

(Project Director)

Approved

Job

Manager

Project

Director

FOR CONSTRUCTION

FIJI AIRPORTS


PHASE 4: APRON ASPHALT PAVING

52-10101-G409

1



J PALMER*

09.02.2018

1:5000



0


10050 200 250m150

APRON WORKS

WHEN A NEARBY APRON IS IN USE, VEHICLES, EQUIPMENT ANDPERSONNEL SHOULD BE MOVED TO GIVE A WINGTIP CLEARANCE OFAT LEAST 10m.

APRON WORKS

WHEN A NEARBY APRON IS IN USE, VEHICLES, EQUIPMENT ANDPERSONNEL SHOULD BE MOVED TO GIVE A WINGTIP CLEARANCE OFAT LEAST 10m.

LEGEND:ZONE 1

ZONE 2

FA LAND BOUNDARY

300m STRIP EXTENTS

150m STRIP EXTENTS

WORKS AREA

AGL WORKS AREA

N

ACCESS / HAUL

ACCESS POINT

WAINIBOKASI ROAD

VISAMA ROAD



TERMINAL

ACCESS POINT

APRON

TEMPORARY ACCESS


ZONE 1 - 90m WIDE





EXST

THR

28

P

P

WORK TASKS INCLUDE:

· UTILITY PROTECTION· CLEAN EXISTING SWALE DRAINS· TAXIWAY B SHOULDER CONSTRUCTION· TAXIWAY B ASPHALT RESURFACING / OVERLAY· TAXIWAY B AGL CIVIL WORKS· TAXIWAY B AGL INSTALLATION· TAXIWAY B PAINT MARKING· TAXIWAY B AGL PAINT MARKING



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 679 32 6400 F 679 330 0354



Plotted by:

John Aqulala

(Project Director)

Approved

Job

Manager

Project

Director

FOR CONSTRUCTION

FIJI AIRPORTS


PHASE 5A

TAXIWAY EAST

52-10101-G408

1



J PALMER*

09.02.2018

AS SHOWN



0


10050 200 250m150

ZONE RESTRICTIONS:



NIGHT OPERATIONS:

ANY TRENCH SHOULD BE BACKFILLED AND CONSOLIDATED BEFORE CEASING WORKFOR THE DAY. A MAXIMUM LENGTH OF 3m MAY BE LEFT UNFILLED BUT COVEREDOVERNIGHT AND:A) MARKED WITH RED OBSTRUCTION LIGHTSB) MATERIALS NOT ASSOCIATED DIRECTLY WITH THE WORK IN PROGRESS SHOULDBE REMOVED FROM THE ZONE DURING THE PERIOD OF AIRCRAFT OPERATIONS.C) SPOIL REMOVED FROM A TRENCH SHOULD BE LOCATED ON THE SIDE AWAY FROMTHE RUNWAY AND THE MAXIMUM HEIGHT SHOULD NOT EXCEED 200mm. FROM THETRENCHES AT RIGHT ANGLES TO THE RUNWAY CENTRE LINE THE SPOIL SHOULD BEPLACED ON THE SIDE REMOTE FROM THE NEAREST LANDING THRESHOLD. IF THIS ISNECESSARY TO PLACE THE SPOIL ON BOTH SIDES OF THE TRENCH THE MAXIMUMHEIGHT SHOULD NOT EXCEED 200 mm.

TAXIWAY STRIPS


RESTRICTED WORK AREA


ZONE 1

ZONE 2

REFER INSERT

INSET1:1000

PLANSCALE 1:1000

LEGEND:ZONE 1

ZONE 2

FA LAND BOUNDARY

300m STRIP EXTENTS

150m STRIP EXTENTS

WORKS AREA

AGL WORKS AREA

N

ACCESS / HAUL

ACCESS POINT

WAINIBOKASI ROAD

VISAMA ROAD



TERMINAL

ACCESS POINT

APRON

TEMPORARY ACCESS


ZONE 1 - 90m WIDE





EXST

THR

28

P

P

WORK TASKS INCLUDE:

· BOX CULVERT CONSTRUCTION· UTILITY PROTECTION· CLEAN EXISTING SWALE DRAINS· TAXIWAY A SHOULDER CONSTRUCTION· TAXIWAY A ASPHALT RESURFACING / OVERLAY· TAXIWAY A AGL CIVIL WORKS· TAXIWAY A AGL INSTALLATION· TAXIWAY A PAINT MARKING· TAXIWAY A AGL PAINT MARKING

ZONE RESTRICTIONS:



NIGHT OPERATIONS:


TAXIWAY STRIPS




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 679 32 6400 F 679 330 0354



Plotted by:

John Aqulala

(Project Director)

Approved

Job

Manager

Project

Director

FOR CONSTRUCTION

FIJI AIRPORTS


PHASE 5B

TAXIWAY WEST

52-10101-G407

1



J PALMER*

09.02.2018

AS SHOWN




20100 40 50m30



ZONE 1

ZONE 2

REFER INSERT

INSET1:1000

PLANSCALE 1:5000

0


10050 200 250m150

LEGEND:ZONE 1

ZONE 2

FA LAND BOUNDARY

300m STRIP EXTENTS

150m STRIP EXTENTS

WORKS AREA

AGL WORKS AREA

N

ACCESS / HAUL

ACCESS POINT

WAINIBOKASI ROAD

VISAMA ROAD



TERMINAL

ACCESS POINT

APRON

TEMPORARY ACCESS


ZONE 1 - 90m WIDE





EXST

THR

28

P

P

WORK TASKS INCLUDE:

· EXISTING RUNWAY OVERLAY SURFACING· RUNWAY EXTENSION SURFACING· RUNWAY PAINT MARKING

ZONE RESTRICTIONS:



NIGHT OPERATIONS:


RUNWAY ENDS:




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 679 32 6400 F 679 330 0354



Plotted by:

John Aqulala

(Project Director)

Approved

Job

Manager

Project

Director

FOR CONSTRUCTION

FIJI AIRPORTS


PHASE 6: RUNWAY OVERLAY

52-10101-G413

1



J PALMER*

09.02.2018

1:5000



0


10050 200 250m150

RUNWAY 10-28

LEGEND:ZONE 1

ZONE 2

FA LAND BOUNDARY

300m STRIP EXTENTS

150m STRIP EXTENTS

WORKS AREA

N

ACCESS / HAUL

ACCESS POINT

WAINIBOKASI ROAD

VISAMA ROAD



TERMINAL

ACCESS POINT

APRON

TEMPORARY ACCESS


ZONE 1 - 90m WIDE





P

P

WORK TASKS INCLUDE:

· INSTALLING 45m EDGE LIGHTING AND COMMISSIONING

ZONE RESTRICTIONS:



NIGHT OPERATIONS:


RUNWAY ENDS:




signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE





T 679 32 6400 F 679 330 0354



Plotted by:

John Aqulala

(Project Director)

Approved

Job

Manager

Project

Director

FOR CONSTRUCTION

FIJI AIRPORTS


PHASE 7: AGL RELOCATE TO 45m

52-10101-G411

1



J PALMER*

09.02.2018

1:5000



0


10050 200 250m150

LEGEND:ZONE 1

ZONE 2

FA LAND BOUNDARY

300m STRIP EXTENTS

150m STRIP EXTENTS

AGL WORKS AREA

Final Works Plan for Nausori Upgrade and Extension Works - Nadi...

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