DRAWINGS

TERRE ROUGEESTUARY

CEB

FORT WILLIAM

FORT GEORGE

OIL JETTY

PORT LOUIS

PROJECT LOCATION

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

DD-GR-005.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

U:\91065010\Cad\Working\DD-01\

NAME CHECKED DATE

CAD

ENGINEER

Scale:

Drawing No: Rev.

Date:

600m450m300m150m0m 750m 1:15000 (A3), 1:7500 (A1)

MCCMSSKB

General

ISSUED FOR DETAILED DESIGN00 10.10.11

LEGEND:

PROJECT LOCATION

NOTES:1. FOR OVERALL GENERAL ARRANGEMENTS REFER

TO DRG. GA-21 TO GA-23.

2. FOR TYPICAL SECTIONS REFER TO DRG.WS-119 & WS-120.

PROJECT LOCATION PLAN

MS SKB MS MCC

A 10.10.2011

DD-GR-005 00

A

BERTH EXTENSION TYPICAL SECTION (AT RAKER PILES)

D30000

D C B

1000010000

BERTH EXTENSION TYPICAL SECTION AT FENDER CROSS BEAM

10000

A

TOE LEVEL VARIES-40.0m TO -55.0m(ALL PILES)

FOUNDED IN ROCK

TOE LEVEL VARIES-40.0m TO -55.0m(ALL PILES)

2.500

SHEET PILE TOE

1

2.5

RL -18.00

BULKHEAD WALL

SHEET PILE TOE

D1

2.5002.900

650

2.900 SLOPE 1.17%

D1C B

199210000 10000 10000

30000

SLOPE 1.17%RUN ON SLABRUN ON SLAB

REAR CRANERAIL BEAM

MINIMUM 0.5mPENETRATION (ALL PILES)

CROSS BEAMDECK SLAB

RAKER PILES

FRONT CRANE RAIL BEAM(AND CAPPING BEAM)

FENDER (TYP)

CABLE SLOT

C OF NEW FRONTCRANE RAILLC OF NEW REAR

CRANE RAILL

C OF NEW REARCRANE RAILL C OF NEW FRONT

CRANE RAILL

CABLE SLOT

(TUBULAR PILES + SHEET PILES)BULKHEAD WALL

(TUBULAR PILES + SHEET PILES)

FRONT CRANERAIL SLOT

BOLLARD

STEEL TUBULARPILES

STEEL TUBULARPILES

REAR CRANE RAIL BEAM

400010004000

SCOUR PROTECTION

1000

FRONT CRANE RAIL BEAMAND CAPPING BEAM

REAR CRANERAIL SLOT

REAR CRANERAIL SLOT

FRONT CRANERAIL SLOT

SHEET PILE TOE

1

BULKHEAD WALL

ROCK ARMOUR TYPE 1

ROCK FILL MATERIAL GRADE 400

5

RL -16.500 DREDGED LEVEL

-18.00

RL -18.00

1

TYPICAL SCOUR PROTECTION DETAIL(IN FRONT OF BULKHEAD WALL)1

11.5

20000

1

1500

750

FOUNDED IN ROCK FOUNDED IN ROCK FOUNDED IN ROCKFOUNDED IN ROCK FOUNDED IN ROCK Drawing Status:No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

DD-WS-119.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

ISSUED FOR DETAILED DESIGN00

U:\91065010\Cad\Working\DD-01\

10.10.11

NAME CHECKED DATE

CAD

ENGINEER

NOTES:

MCCMSSS

12m9m6m3m0m 15m

BERTH EXTENSIONTYPICAL SECTION

OM SS MS MCC

1:300(A3), 1:150 (A1)

A 10.10.2011

DD-WS-119 00

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED.2. ALL LEVELS ARE IN METRES WITH RESPECT TO CHART DATUM.3. FOR GENERAL NOTES REFER TO DRAWINGS GN-006 TO GN-0084. FOR GENERAL ARRANGEMENT REFER TO DRAWINGS WS-111 TO 117.5. REFER SERVICE DRAWINGS FOR DETAILS OF SERVICE.

BERTH STRENGTHENING TYPICAL SECTION AT FENDER LOCATIONSCALE 1:400 (A3), SCALE 1:200 (A1)

PVC Ø125

BERTH STRENGTHENING TYPICAL SECTION (AT NEW RAKERS)

NEW RAKER PILE(BETWEENEXISTINGPILES)

2.51

FILL BETWEEN SHEETPILE AND NEW BULKHEAD

EXISTING SHEETPILING

SLOPE 3.3%SLOPE 2.5%

7770 9000

E D3 B1

A

30m RAIL GAUGE

EXISTING TIEROD

NEW PILECAP

PILE TOE

1500

NEW VERTICALPILE

4000

500

D2

4550

SCALE 1:400 (A3), SCALE 1:200 (A1)

RL +2.600m

RL -14.000

EXISTING SEA BEDLEVEL

RL (SHEET PILE TOE)

RL +2.500m

NE

W C

OPE

LIN

E

D

C1

9000

PILE TOE LEVEL PILE TOE LEVEL

+2.900m

FOUNDED IN ROCK

EXISTING RAIL TRENCHTO BE FILLED WITHSCREED COCRETE

EXISTING RAILTRENCH TO BEFILLED WITHSCREED COCRETE

NEW FRONT CRANE RAIL BEAM(AND CAPPING BEAM)

C OF NEW FRONTL

NEW COMBI-BULKHEADWALL(STEEL TUBULARPILES & STEEL SHEETPILES)

C OF NEW REARLCRANE RAIL CRANE RAIL

EXISTING PILES

EXISTING QUAY

STRENGTHENED DECK STRUCTURE

EXTENDED

RL +2.600m

RL +2.750m

SLOPE 0.76%

5000

850

RL +2.500m

NE

W C

OPE

LIN

E

EXISTING TIERODS

4000

800 2

800

FILL BETWEEN SHEET PILEAND NEW BULK HEAD

EXISTING SHEETPILING

NEW COMBI-BULKHEADWALL(STEEL TUBULARPILES & STEEL SHEETPILES)

RL -14.000

EXISTING SEA BEDLEVEL

RL (SHEET PILE TOE)

EXISTING RAIL TRENCHSTO BE FILLED WITHSCREED CONCRETE

FENDER

BOLLARD

C OF NEW FRONTLCRANE RAIL

NEW FRONT CRANE RAIL BEAM(AND CAPPING BEAM)

7770 10260 9000

E D3 B1

A

D2

D

C1

9000

RL +2.600m

EXISTING PILES

SLOPE 2.5%+2.900m RL +2.600mRL +2.750m SLOPE 0.76%

SLOPPINGSCREED ASPER DETAIL A

RL +2.690m

SLOPE 1% SLOPE 3.3%

C OF NEW REARLCRANE RAIL

RL +2.690m SLOPE 1%

SLOPPINGSCREED ASPER DETAIL A

PILE TOE LEVEL PILE TOE LEVEL

8001300

500

17401230 10260

TOE LEVEL VARIESTOE LEVEL VARIESTOE LEVEL VARIESTOE LEVEL VARIES

MINIMUM 0.5mPENETRATION

(ALL PILES)

EXISTING PILES

1230 1740

MINIMUM 0.5mPENETRATION

(ALL PILES)FOUNDED IN ROCK FOUNDED IN ROCK

30m RAIL GAUGE

EXISTING QUAY

STRENGTHENED DECK STRUCTURE

EXTENDED

6000 6000

1 1RL -18.000RL -18.000

A

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

DD-SK-120.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

U:\91065010\Cad\Working\DD-01\Sketches\

NOTES:

MCCMSSS

BERTH STRENGTHENINGTYPICAL SECTION

OM SS MS MCC

AS SHOWN

A 10.10.2011

DD-SK-120 00

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED.2. ALL LEVELS ARE IN METRES WITH RESPECT TO CHART DATUM.3. FOR GENERAL NOTES REFER TO DRAWINGS GN-006 TO GN-0084. FOR GENERAL ARRANGEMENT REFER TO DRAWINGS WS-111 TO 117.5. REFER SERVICE DRAWINGS FOR DETAILS OF SERVICE.6. MAXIMUM AGGREGATE SIZE FOR THE NEW TOPPING CONCRETE IS 5mm.7. THE NEW TOPPING CONCRETE TO BE CASTED AFTER APPLYING A SURFACE OF BONDING AGENT (NITOBOND EP BY FOSROC OR EQUIVALENT APPROVED BY THE ENGINEER).

+2.900+2.750

+2.600

E DD3 D2

DETAIL A

NEW CONCRETE TOPPING (MAX. AGGREGATE SIZE 5mm)APPLIED AFTER SURFACE OF BONDING AGENT(NITOBOND EP BY FOSROC OR EQUIVALENT APPROVED BY THE ENGINEER)

1500mm8655mm SCABBLE CONCRETE SURFACETO PREPARE FOR CONCRETE TOPPING

SCABBLE SURFACE

SCABBLE 50mm FROM CONCRETE

1500mm

SCALE 1:100 (A3), SCALE 1:50 (A1)

SCABBLE 50mm FROM CONCRETE

350mm 4570

MOORING BOLLARD

5511

00 E

5512

50 E

5514

00 E

5515

50 E

5517

00 E

5518

50 E

5520

00 E

5521

50 E7772100 N

7772250 N

7772400 N

7772550 N

7772700 N

7772850 N

7773000 N

7773150 N

7773300 N

NEW REAR CRANE RAIL

EXISTING YARD AREA

REVETMENT

RETURN WALLRETURN WALL

557950QUAY WALL STRENGTHENING

240000PROPOSED QUAY WALL EXTENSION

NEW REEFER STACKS

305000NEW PAVEMENT AREA

NEW SUBSTATION

NEW FRONT CRANE RAIL

EXISTING WAVE WALL

NEW WAVE WALL

OUT OF SIZE CONTAINERSTACK AREA

LEAKINGCONTANIER BUND(16m X 4m)

NEW RTG BEAMS

TOILET BLOCK

9230

EXISTING YARD AREA NEW YARD AREA

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

DD-YD-301.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

ISSUED FOR DETAILED DESIGN00

U:\91065010\Cad\Working\DD-01\

10.10.11

NAME CHECKED DATE

CAD

ENGINEER

120m90m60m30m0m 150m

MCCMSKVK

General

YARD EXTENSION LAYOUT

MS KVK MS MCC

1:3000 (A3) 1:1500 (A1)

A 10.10.2011

DD-YD-301 00

NOTES

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.2. ALL LEVELS ARE IN METRES WITH RESPECT TO CHART DATUM.3. ALL COORDINATES ARE RELATED TO WGS-84-UTM ZONE-40.

NOTE

A

B

A

-16.5

B

EXISTING OIL JETTY

SP1

SP2

SP3

SP4

SP5

SP6

SP7

SP8

16.5m CONTOUR

16.5m CONTOUR

HIGH SPOT TO BEDREDGED TO 16.5m

MOORINGPOINT

RETAINING BOUND

FORT WILLIAMDISPOSAL AREA

QUAY WALL COPE LINE

DISPOSAL AREA

DD-DR-053

DD-DR-052

1:5 SL

OPE

1:5

SLO

PE

1:5

SLO

PE

BULK SUGAR TERMINAL

JETTY

SP15

SP16

SP17

SP18

SP21

SP25

SP26

-13.5

-18.0

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

DD-DR-051.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

ISSUED FOR DETAILED DESIGN00

U:\91065010\Cad\Working\DD-01\

10.10.11

NAME CHECKED DATE

CAD

ENGINEER

320m240m160m80m0m 400m

NOTES

MCCMSMF

LEGEND:

INDICATIVE TOP EDGE OF DREDGESLOPE

SET OUT POINTS

DREDGE SLOPE (IV:5H)

EXTENT OF DREDGING

1. ALL DIMENSIONS ARE IN METRES UNLESS STATED OTHERWISE.

2. ALL LEVELS ARE IN METRES WITH RESPECT TO CHART DATUM.

3. ALL COORDINATES ARE RELATED TO WGS-84-UTM ZONE-40.

General

-16.5 DESIGN DREDGE LEVEL IS -16.5m

QUAY WALL COPE LINE

RADIUSR =

DREDGING PLAN INDEX

RKS MF MS MCC

1:8000 (A3), 1:4000 (A1)

A 10.10.2011

DD-DR-051 00

551129.794 7772646.430

551818.494 7773065.667

551722.355 7773223.600

551583.588 7773156.813

551245.465 7773245.407

550998.262 7773090.805

550387.649 7773203.764

No. EASTING NORTHING

COORDINATES

SP1

SP2

SP3

SP5

SP4

SP6

SP7

550260.879 7772844.016SP8

551365.044 7771649.880

551441.015 7771750.803

551304.848 7771853.387

550996.068 7771975.467SP15

SP16

SP17

SP18

550684.998 7771965.777

550672.235 7771947.479SP25

SP26

551161.741 7771601.922SP21

1V:5

H

1:3

SLO

PE

DISPOSAL AREA

EXISTING OIL JETTY

-16.5

REVETMENT TO BE LAIDAFTER DREDGING

QUAY WALL COPE LINE

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

DD-DR-052.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

ISSUED FOR DETAILED DESIGN00

U:\91065010\Cad\Working\DD-01\

10.10.11

NAME CHECKED DATE

CAD

ENGINEER

40m30m20m10m0m 50m

NOTES

MCCMSMF

LEGEND:

General

INDICATIVE TOP EDGE OF DREDGESLOPE

DREDGE SLOPE (IV:5H)

EXTENT OF DREDGING

-16.5 DESIGN DREDGE LEVEL IS -16.5m

QUAY WALL COPE LINE

NOTES

1. ALL DIMENSIONS ARE IN METRES UNLESS STATED OTHERWISE.

2. ALL LEVELS ARE IN METRES WITH RESPECT TO CHART DATUM.

3. ALL COORDINATES ARE RELATED TO WGS-84-UTM ZONE-40.

DREDGE PLAN DETAILS(SHEET 1 OF 2)

RKS MF MS MCC

1:1000 (A3), 1:500 (A1)

A 10.10.2011

DD-DR-052 00

1V:5H

1:2 SLOPE

-16.5

REVETMENT TO BE LAIDAFTER DREDGING

QUAY WALL COPE LINE

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

DD-DR-053.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

ISSUED FOR DETAILED DESIGN00

U:\91065010\Cad\Working\DD-01\

10.10.11

NAME CHECKED DATE

CAD

ENGINEER

MCCMSMF

40m30m20m10m0m 50m

NOTES

LEGEND:

General

INDICATIVE TOP EDGE OF DREDGESLOPE

DREDGE SLOPE (IV:5H)

EXTENT OF DREDGING

-16.5 DESIGN DREDGE LEVEL IS -16.5m

QUAY WALL COPE LINE

1. ALL DIMENSIONS ARE IN METRES UNLESS STATED OTHERWISE.

2. ALL LEVELS ARE IN METRES WITH RESPECT TO CHART DATUM.

3. ALL COORDINATES ARE RELATED TO WGS-84-UTM ZONE-40.

DREDGING PLAN DETAILS(SHEET 2 OF 2)

RKS MF MS MCC

1:1000 (A3), 1:500 (A1)

A 10.10.2011

DD-DR-053 00

NOTES

R11

R37

R109

5498

00 E

5500

00 E

5502

00 E

5504

00 E

5506

00 E

5508

00 E

5510

00 E

7771200 N

7771400 N

7771600 N

7771800 N

7772000 N

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

DD-DR-057.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

ISSUED FOR DETAILED DESIGN00

U:\91065010\Cad\Working\DD-01\

10.10.11

NAME CHECKED DATE

CAD

ENGINEER

FORT WIILIAM DISPOSAL AREA

OPTION-2

MS KVK MS MCC

A 10.10.2011

DD-DR-057 00

160m120m80m40m 200m1:4000 (A3) 1:2000 (A1)

NOTES:

3. FOR BUND LAYOUT TO BE CONFIRMED.

0

MCMSKVK

General

1. ALL DIMENSIONSARE IN METRES UNLESSSTATEDOTHERWISE.

2. ALL COORDINATES ARE METRES AND RELATED TOWGS-84 UTM ZONE 40.

LEGEND:

SET OUT POINTS

RADIUSR =

DISPOSAL AREA

EXISTING OIL JETTY

BUND AREA

A

A

B

B

C

1

2

3

4

5

6

7

R100

NOTES

MCCMSMF

LEGEND:

INDICATIVE TOP EDGE OF DREDGESLOPE

DREDGE SLOPE (IV:5H)

EXTENT OF DREDGING

1. ALL DIMENSIONS ARE IN METRES UNLESS STATED OTHERWISE.

2. ALL LEVELS ARE IN METRES WITH RESPECT TO CHART DATUM.

3. ALL COORDINATES ARE RELATED TO WGS-84-UTM ZONE-40.

General

FORT GEORGE DISPOSAL AREA

OPTION -1

RKS MF MS MCC

SCALE 1:1000 (A1), 1:2000 (A3)

A 10.10.2011

DD-DR-058 00

SETTING -OUT DETAILSPOINTS EASTING NORTHING

1 550832.032 7772243.697

2

3

REVETMENT TYPE1 TO 3 TYPE A SECTION A-A DR-058

3 TO 7 TYPE B SECTION B-B DR-058

7 TO 9 TYPE C SECTION C-C DR-058

4

5

550637.495 7772550.953

550734.416 7772336.387

SET OUT POINTS

80m60m40m20m0m 100m

67

550826.946 7772531.214

550899.794 7772480.800

550634.437 7772431.322

550751.949 7772583.115

RADIUSR =

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

DD-DR-058.dwg

NOTES:

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

ISSUED FOR DETAILED DESIGN00

U:\91065010\Cad\Working\DD-01\

10.10.11

NAME CHECKED DATE

CAD

ENGINEER

13

2700

1600

500UNDER LAYERGEO TEXTILE (2 LAYERS)

1100

ROCK ARMOUR

12

5000

CR

EST

LIN

E

FINAL FILL LEVEL4.0 MCD

3.5 MCD

Dimension Mass(meters) (kg)0.48 2880.53 3840.57 480

Dimension Mass(meters) (kg)0.22 270.25 380.27 50

Minimum Layer Thickness (m) = 1.1Percent Less Than

By Weight

050100

Minimum Layer Thickness (m) = 0.5Percent Less Than

By Weight050100

Und

erla

yer

Arm

or

SEA BED

SEA BED LEVEL (VARIES)

EXISTING OCEAN FLOOR1100

TYPICAL BUND SECTION D-DSCALE = 1:200(A1)

MHWS +0.7

MSL +0.44

MLWS +0.2

TYPE D

DISPOSED MATERIAL

SCALE = 1:200(A1)

13

4200

2100

600

UNDER LAYERGEO TEXTILE (2 LAYERS)

TYPICAL BUND SECTION A

EXISTING OCEAN FLOOR

1400

ROCK ARMOUR

5000

12

FINAL FILL LEVEL

CR

EST

LIN

E

4.0 MCD3.0 MCD

Minimum Layer Thickness (m) = 1.4Percent Less Than

By Weight

050100

Und

erla

yer Dimension Mass

(meters) (kg)0.29 610.32 870.35 113

Arm

or

Dimension Mass(meters) (kg)

0.63 6520.69 8690.75 1087

Minimum Layer Thickness (m) = 0.6 Percent Less Than

By Weight050100SEA BED

SEA BED LEVEL (VARIES)

1400

A-A

MHWS +0.7

MSL +0.44

MLWS +0.2

TYPE A

DISPOSED MATERIAL

SCALE = 1:200(A1)

13

6900

3600

1100

UNDER LAYER

GEO TEXTILE (2 LAYERS) TYPICAL BUND SECTION

2400

ROCK ARMOUR

5000

12C

RES

T LI

NE

FINAL FILL LEVEL4.0 MCD

4.75 MCD

Dimension Mass(meters) (kg)

1.09 33651.20 44871.29 5608

Dimension Mass (meters) (kg)

0.49 3140.56 4490.61 583

Minimum Layer Thickness (m) = 2.4Percent Less Than

By Weight

050100

Minimum Layer Thickness (m) = 1.1 Percent Less Than

By Weight050100

Und

erla

yer

Arm

or

SEA BED

SEA BED LEVEL (VARIES)

EXISTING OCEAN FLOOR

2400 B-B

MHWS +0.7

MSL +0.44

MLWS +0.2

TYPE B

DISPOSED MATERIAL

SCALE = 1:200(A1)

1

SEA BED

3

5400

2900

900

SEA BED LEVEL (VARIES)

UNDER LAYERGEO TEXTILE (2 LAYERS) TYPICAL BUND SECTION

1900

ROCK ARMOUR

12

5000

CR

EST

LIN

E

4.0 MCDFINAL FILL LEVEL

4.0 MCD

Dimension Mass(meters) (kg)

0.39 1590.44 2270.48 295

Dimension Mass(meters) (kg)

0.87 17040.96 22721.03 2840

Minimum Layer Thickness (m) =Armor 1.9Percent Less Than

By Weight

050100

Minimum Layer Thickness (m) = 0.9 Percent Less Than

By Weight050100

Und

erla

yer

Arm

or

EXISTING OCEAN FLOOR

1900C-C

MHWS +0.7

MSL +0.44

MLWS +0.2

TYPE C

DISPOSED MATERIAL

NOTES

MCCMSKVK

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.

2. ALL LEVELS ARE IN METRES WITH RESPECT TO CHART DATUM.

3. ALL COORDINATES ARE RELATED TO WGS-84-UTM ZONE-40.

General

TYPICAL BUND SECTION

MS KVK MS MCC

AS SHOWN

A 10.10.2011

DD-DR-060 00

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

DD-DR-060.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

ISSUED FOR DETAILED DESIGN00

U:\91065010\Cad\Working\DD-01\

10.10.11

NAME CHECKED DATE

CAD

ENGINEER

NEW PAVEMENT AREA

POWER TO QUAY CRANES

LEAKING CONTAINER BUND

SW

SW

SW

SW

Ø1200

PARKING AREA

FREEPORT ZONE 5

SW

Ø12

00

TRENCH DRAIN RL 2.790

TRENCH DRAIN 2.790 RL

EXTEND STORM WATERDRAIN THROUGH NEWWHARF EXTENSION

SW

SW

FL5

FL12

FL11

FL4

FL10

FL18

SL4

FL13

FL15

SL6 SL5

FL16

SL7

SL2

SL1

SL3

EMPTY STACK AREA

EXISTINGADMIN BLDG.

EXISTINGENTRANCE

WORKSHOP

EXISTING PARKING AREA

EXISTING STORM WATER

NOTES:

LEGEND:

00

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.

I.L INLET LEVELO.L INLET LEVEL

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

Preliminary CopyNot to be used for

Construction Purposes

NOT FOR CONSTRUCTION

YARD EXTENSIONDRAINAGE PLAN

AC BB RS

1:1000

A 12.10.2011

DD-YD-309 00

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

Preliminary CopyNot to be used for

Construction Purposes

NOT FOR CONSTRUCTION

DRAINAGE DETAILS

AC BB RS

1:20 1:25 1:50

A 12.10.2011

DD-YD-310 00

6 Nos. 160Ø PVCSLEEVES @ 1000 U/G

3 Nos. 160Ø PVCSLEEVES @ 1000 U/G

6 Nos. 160Ø PVCSLEEVES @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

3 Nos. 160Ø PVCSLEEVES @ 1000 U/G

2 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G

NEW SWITCHGEAR ANDTRANSFORMER ROOMS

ET1

DRAW PIT1500 x 1500 x 1000d

ET2

ET3

ET4

ET5

ET6

ET7

DRAW PIT1500 x 1500 x 1000d

ET8

ET9

ET10

ET11

ET12

ET13

DRAW PIT1500 x 1000 x 1000d

ET14

ET15

ET16

ET17

ET18

LT13

LT24

1 No. 160Ø PVCSLEEVE @ 1000 U/G

REEFER BRIDGE 1

REEFER BRIDGE 2

DISTRIBUTION BOARDSENEDB AND EEDB

6 Nos. 160Ø PVCSLEEVES @ 1000 U/G

DRAW PIT1000 x 1000 x 1000d

DRAW PIT1500 x 1500 x 1000d

1 No. 160Ø PVCSLEEVE @ 1000 U/G1 No. 160Ø PVC

SLEEVE @ 1000 U/G2 Nos. 160Ø PVCSLEEVE @ 1000 U/G

3 Nos. 160Ø PVCSLEEVE @ 1000 U/G

4 Nos. 160Ø PVCSLEEVE @ 1000 U/G

SWITCH CABIN2000w x 3000d x 3000h(size and location TBC)

DRAW PIT1000 x 600 x 1000d

DRAW PIT1000 x 600 x 1000d

DRAW PIT1500 x 1500 x 1000d

DRAW PIT1500 x 1500 x 1000d

DRAW PIT1500 x 1500 x 1000d 4 Nos. 160Ø PVC

SLEEVES @ 1000 U/G

4 Nos. 160Ø PVCSLEEVES @ 1000 U/G

4 Nos. 160Ø PVCSLEEVES @ 1000 U/G

4 Nos. 160Ø PVCSLEEVES @ 1000 U/G

EXISTINGSUBSTATION

1 No. 160Ø PVCSLEEVE @ 1000 U/G

1 No. 160Ø PVCSLEEVE @ 1000 U/G Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

DD-YD-325.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

ISSUED FOR DETAILED DESIGN00

U:\91065010\Cad\Working\DD-01\

NOV. 11

NAME CHECKED DATE

CAD

ENGINEER

Sub Consultant :

YARD LIGHTING ANDSLEEVES LAYOUT

MS GC MS MCC

A NOV. 2011

DD-YD-325 00

1:1000(A1), 1:2000(A3)

GC MS MCC

80m60m40m20m0m 100m

EXTENSIONAREA

DREDGE AREA

RECLAMATIONAREA

RECLAMATIONAREA

MAINTENANCEDREDGING AREA

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

KEY PLAN:

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

Preliminary CopyNot to be used for

Construction Purposes

LEGEND:

NOT FOR CONSTRUCTION

Scale:

Drawing No: Rev.

Date:

160m120m80m40m0m 200m

NOTES

General

OTHERWISE.

AREA OF ENVIRONMENTAL INFLUENCE AND PROJECT AREA

- FT/DB MJ MCC

1:20000 (A3) 1:10000 (A1)

A 16.11.2011

10/149/L1 02

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED

500m - AREA OF ENVIRONMENTAL

1000m - PROJECT AREA

INFLUENCE

2.1392.236

2.311

2.355

2.249

2.1892.158

2.0822.1052.157

2.189

2.230

2.270

2.3222.365

2.3492.295

2.301 2.224

2.203 2.112

2.093

2.1072.205

2.1812.271

2.2762.346

2.3742.333

2.273

2.261

2.2502.352

2.3712.288

2.134

2.219

2.243

2.125

2.334

2.101

2.3622.256

2.032

2.160 2.111

2.052

2.156

2.232

2.299

2.3212.405

2.4132.329

2.3002.267

2.2002.173

2.1172.083

2.101

2.1182.178

2.2182.257

2.322

2.422

2.418

2.0422.052

2.3282.219

2.137

2.0480.651

0.700

2.1522.258 2.374

2.348 2.434

2.3982.362

2.336

2.464

2.375

2.392 2.438

2.418

2.373

2.4702.405

2.392

2.442 2.4132.377 2.490

2.3982.456 2.38

42.395

2.384

2.495

2.425

2.4492.453

2.500

2.368

2.5132.419

2.454

2.4892.491

2.528 2.415

2.5062.506

2.5002.4402.511

2.499

2.448

2.4932.455

2.451

2.527

2.5002.5012.442

2.4912.4492

.514

2.513

2.469

2.467 2.464

2.517

2.4512.506 2.506

2.493

2.451

2.5122.460

2.456

2.4952.4942.497

2.534

2.4842.457 2.503

2.492

2.491

2.457

2.4882.520

2.478

2.483

2.4762.4742.478

2.535

2.4872.509

2.451

2.4502.498

2.539

2.498

2.493

2.498

2.497

2.488

2.4642.465

2.4562.468

2.376

2.3752.318

2.339

2.315

2.351

2.389

2.2522.247

2.306

2.326

2.2562.248

2.311

2.350

2.221

2.431

2.217

2.4482.390

2.300

2.253

2.258

2.351

2.471

2.4822.433

2.4042.329

2.3612.292

2.2692.465

2.237

2.407

2.239

2.334

2.307

2.2172.392

2.463

2.227

2.280

2.465

2.351

2.403

2.424

2.350

2.473

2.301

2.475

2.276

2.427

2.308

2.382

2.292

2.315

2.306

2.302

2.392

2.340

2.3762.388

2.4122.438

2.496

2.502

2.4702.469

2.436

2.390

2.233

2.235

2.260

2.314

2.314

2.298

2.279

2.252

2.234

2.199

2.188

2.223

2.242

2.190

2.207

2.2502.242

2.3862.366

2.333

2.258

2.266

2.251

2.322

2.260

2.388

2.283

2.287

2.293

2.295

2.299

2.279

2.328

2.315

2.309

2.255

2.311

2.351

2.283

2.230

2.3892.289

2.3102.227

2.212

2.2372.286

2.3192.374

2.405

2.3752.399 2.313

2.299 2.210

2.211

2.3792.396 2.287

2.302 2.219

2.219

2.404

2.402 2.3022.309 2.2

102.232

2.389

2.369 2.288

2.292 2.208

2.229

2.353

2.329

2.301

2.221

2.223

2.446

2.405

2.3382.335

2.3462.371

2.3892.412

2.436

2.433

2.382

2.365

2.324

2.3182.529

2.448

2.444

2.448

2.341

2.257

2.193

2.202

2.323

2.2872.309

2.3772.457

2.463

2.461

2.505

2.418

2.442

2.4062.411

2.3822.399

2.360

2.4672.478

2.407 2.3752.409

2.3602.452 2

.361

2.135

2.103

2.108 2.177

2.120 2.021

2.1602.345

2.102

2.164

2.051

2.083

2.088

2.427

2.193

2.123

2.130

2.093

2.1532.136

2.189

2.154

2.093

2.216

2.331

2.194

2.198

2.158

2.1552.161

2.178

2.139

2.209

2.214

2.214

2.210

2.292

2.292

2.279

2.315

2.258

2.316

2.232

2.278

2.284

2.341

2.245

2.301

2.346

2.3442.353

2.249

2.3472.293

2.380

2.426

2.542

2.391

2.324

2.297

2.265

2.320

2.303

2.3132.303

2.309

2.337

2.206

2.326

2.2802.3292.288

2.229

2.201

2.244

2.274

2.229

2.321

2.306

2.2842.278

2.241

2.228

2.332

2.207

2.2992.309

2.290

2.193

2.248

2.333

2.243

2.224

2.239

2.269

2.242

2.334

2.234

2.111

2.250

2.240

2.243

2.274

2.207

2.230 2.2152.294

2.243

2.223

2.269

2.207

2.241

2.248

2.239

2.227

2.2932.292

2.1832.189

2.243

2.223

2.187

2.213

2.182

2.081

2.256

2.136

2.265

2.116

2.134

2.2682.280

2.263

2.286

2.464

2.453

2.349

2.125 2.232

2.158

2.208

2.0962.105

1.944

2.069

2.007

1.9991.959

2.097

2.136

1.8772.401

2.078

2.1952.019

1.997

2.053

2.088

2.092

2.026

2.093

2.1042.158

2.112

2.111

2.1261.995

1.9871.959

2.0691.969

1.928

2.023

1.987

1.932

2.097

2.123

2.0232.098

2.083

2.017

2.151

2.0452.052

1.972

2.0442.022

2.027

2.061

2.002

1.952

2.064

1.975

2.043

2.052

2.102

1.825

2.343

1.926

2.131

2.099

1.9831.983

1.988

2.099

2.210

2.0922.092

1.953

2.036

1.976

2.075

2.032

2.135

2.140

2.095

1.960

2.310

2.042

2.117

1.973

2.0762.258

2.114

2.031

2.063 1.954

2.048

2.155

2.060

2.186

2.054

2.151

2.1132.067

2.084

2.1622.154 2.060

2.0212.059

2.1102.312

2.2472.309

2.284

2.162

2.1612.047

2.118

2.060

2.1132.100

2.0852.062

2.155

2.067

2.098

2.1992.240

2.233

2.3392.313

2.1361.965

2.147

1.876

2.005

2.028

2.044

2.114

2.139

2.193

2.097

2.1212.095

2.091

2.136

2.143

2.0692.188

2.193

2.155 2.153

2.110

2.152

2.183

2.126

2.403

2.467

D r a i n

2.567

2.378

2.392

2.470

2.475

2.419

2.393

2.380

2.390

2.481

2.467

2.369

2.356

2.406

2.387

2.481

2.457

2.376

2.423

2.3932.492

2.3932.440

2.384

2.444

2.592

2.394

2.3962.396

2.3672.381

2.4432.429

2.3842.346

2.2962.291

2.3362.366

2.3902.376

2.4142.307

2.3812.483

2.3632.411

2.4052.442

2.2872.275

2.1532.140

2.358

2.503

2.262

2.137

2.481

2.000

2.143

2.224

4.297 2.29

2.27

2.312.35

2.402.38

2.30

2.23

2.212.35

2.422.41

2.432.43

2.39

2.28

2.362.38

2.422.44

2.44

2.442.42

2.35

2.342.41

2.462.46

2.432.47

2.41

2.38

ENTRA

NCE

S e a

Containers

Containers

Containers

Landing

Platfor

m 2.23

2.73

2.32

1.87

2.00

1.98

2.082.04

2.02

1.72

1.90

2.03

1.992.18

1.931.84

1.91

1.942.08

2.052.02

1.96

2.071.94

1.99

2.081.93

1.91

2.001.99

2.062.14

2.152.16

2.11

2.142.10

2.13

2.092.09

2.15

2.11

2.182.18

2.092.25

2.15

2.08

2.102.05

2.042.07

2.09

2.112.27

2.20

2.122.37

2.30

2.15

2.42

2.05

2.062.44

2.20

2.30

2.30

2.09

2.172.26

2.31

2.47

2.17

2.21

2.15

2.042.16

2.37

2.12

2.12

2.03

2.08

2.12

2.08

1.86

1.89

2.16

2.192.19

2.152.17

2.78 2.632.54

2.70

2.642.53

2.52

2.62

2.38

2.41

2.40

2.40

2.46

2.562.54

2.50

2.59

2.632.44

2.48

2.58

2.192.32

2.23

2.24

2.36

2.21

2.29

2.22

2.18

2.232.12

2.12

2.14

1.96

2.04

2.00

2.08

2.20

2.29

2.091.84

2.16

1.95

1.88

2.14

2.18

2.221.98

1.89

1.91

2.20

2.532.552.47

2.332.19

2.262.34

2.47

2.43

2.35

2.262.18

2.16

2.132.36

2.322.34

2.46

2.292.292.27

2.51

2.93

2.56

2.292.21

2.152.34

2.312.06

2.55

2.77

3.07

3.082.73

2.292.16

2.11

2.21

2.43

2.41

2.19

2.012.26

2.382.28

2.372.42

2.43

2.53

2.15

2.01

2.04

2.00

2.062.40

2.45

2.522.42

2.232.57

2.722.33

2.482.602.64

2.56

2.54

2.282.17

2.232.27

2.422.43

2.392.31

2.15

2.052.001.851.902.14

2.222.211.621.59

1.561.72

2.35

2.391.73

1.38

1.45 1.692.09

2.501.99

1.921.711.56

1.59

1.62

1.751.80

1.99

1.94

Gate

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High W

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Building

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DESCRIPTION OF REVISIONNo

REV

CONTRACTORS DRAWING No. REV

DRAWING No REFERENCE DRAWING TITLEROYAL BOSKALIS WESTMINSTER N.V.Rosmolenweg 20P.O. Box 3356 LKThe NetherlandsTel: +31 78 69 69 272

Legend

00

Geodetic informationAll coordinates in metres.

North Arrow indicates Grid North

Transformation WGS84 to

Translation X

Horizontal Positioning

All depths in metres reduced to ACD which is 0.37m below MSL

Survey sensors

Singlebeam echosounder

: 0.00 metresTranslation Y : 0.00 metresTranslation Z : 0.00 metresRotation X : 0.0 sec.Rotation Y : 0.0 sec.Rotation Z : 0.0 sec.Scaling - PPM : 1.0 ppm

Spheroid : WGS 84Projection : U.T.M. Zone 40Central Meridian : 57 deg E

: Atlas Deso 17 210/33 kHz

Tide Gauge : Valeport - Froid de Mascareigne

Motion sensor : DMS 25Gyro Compass :

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: 549341.652

Scorpio 6502

Vertical Positioning

:

Reference Station Position

GPS

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in UTMEN7769595.300

18.512 H

Vector Pro

BKI-480-10000-06-11-144

TITLE.

DREDGING WORKSPORT LOUIS HARBOUR, MAURITIUS, MPA37A/2004

SHEET

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CLIENT.

MAURITIUS PORTS AUTHORITYPort LouisMauritius

Reference Height BM 45058 = 3.54m CD:

GPS Aquarius 5002 MK:

Centerline with KP annotation

45.2 Bathymetric contour with depth

250

Channel Markers

Shore Line

Channel Limits

OUTSURVEY - ENGLISH CHANNELDRAWN BY

CHECKED BY

APPROVED BY

CLIENT APP

SIGNATURE NAME DATE

12-13 NOV 2006

FORT WILLIAM DRAWING AS SUPPLIED BY CLIENT DOCUMENTS

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Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

U:\91065010\Cad\Working\DD\

nadi

a

DD-SI-033.dwg

NOT FOR CONSTRUCTION

I:\E

nviro

\Pro

jets

\en

cour

s\P

1103

01_E

IA_P

ort_

SJP

CE

\EIA

repo

rt\M

CT

EIA

Dra

ft\fin

al d

raft

repo

rt\da

ta A

EC

OM

_06F

eb20

12\D

D-S

I-033

.dw

g

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

Mon

, 13

Feb

2012

- 9:

46am

Preliminary CopyNot to be used for

Construction Purposes

Drawing No:

MCC

280m210m140m70m0m 350m

IFLKVK10.10.11

General\

ISSUED FOR INFORMATION00

NOTES

1. ALL DIMENSIONS ARE IN METRES UNLESS STATED OTHERWISE.

LEGEND:

MARINE SAMPLING LOCATION

LAND SAMPLING LOCATION

SITE NAME EASTING NORTHING

COORDINATES

MS1

MS2

MS3

MS4

MS5

MS6

MS7

MS8

MS9

MS10

MS11

551105.27 7772722.15

551296.80 7773207.20

550876.15 7773097.80

550976.95 7772828.21

550983.87 7773032.20

550867.85 7772947.80

551200.86 7773033.28

551304.56 7772923.67

550860.57 7772837.80

551084.25 7772934.28

551214.48 7773132.20

551352.23 7773103.28

551453.25 7773202.27

551310.65 7772838.37

551471.59 7772941.21

551619.60 7773041.27

551500.05 7773089.47

552087.50 7773169.87

MS12

MS13

MS15

MS16

MS14

MS17

MS18

552183.18 7773127.61

MS19

550399.861

550605.713

550617.276

551826.206

MS20

MS21

MS22

MS23

7772905.486

7772915.783

7773054.703

7773150.607

552308.810MS24 7772984.780

SITE NAME EASTING NORTHING

COORDINATES

LS1 552027.61 7773126.57

552394.32LS2 7773078.25

552469.55LS3 7772947.83

PROPOSED ENVIRONMENTALSAMPLING LOCATIONS

NAVIGATIONAL CHANNEL

IFL KVK IFL MCC

1:7000(A3), 1:3500(A1)

A 10.10.2011

DD-SI-033 00

MARINE SEISMIC SURVEY

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

U:\91065010\Cad\Working\DD\GENERAL\DD-SI-034.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

Preliminary CopyNot to be used for

Construction Purposes

Scale:

Drawing No: Rev.

Date:

MCC

160m120m80m40m0m 200m

IFLKVK10.10.11ISSUED FOR INFORMATION00

NOTES

1. ALL DIMENSIONS ARE IN METRES UNLESS STATED OTHERWISE.

LEGEND:

MARINE SAMPLING LOCATION

LAND SIDE SAMPLING LOCATION

LS6

LS5

LS7

LS8

LS11

LS9

550598.989 7771363.569

550614.139 7771345.422

550625.672 7771323.620

550648.444 7771292.196

550626.564 7771275.077

550582.070 7771288.839

LS10

550611.011 7771301.581

LS4 550610.091 7771379.866

550590.663 7771387.379

LS12

LS13 550602.372 7771255.464

SITE NAME EASTING NORTHING

COORDINATES

MS26

550406.006 7771481.975

550564.124 7771611.300

MS25

550170.404 7771477.166

SITE NAME EASTING NORTHING

COORDINATES

MS27

PROPOSED ENVIRONMENTALSAMPLING LOCATIONS

DISPOSAL AREA

IFL KVK IFL MCC

1:4000(A3), 1:2000(A1)

A 10.10.2011

DD-SI-034 00

TOP O

F STO

NE RI

VETM

ENT (

appro

x. Heig

ht 4.0m

above

Chart

Datum

)

TOP OF STONE RIVETMENT ( approx. Height 3.6m above Chart Datum )

BUOY

BUOY

4

4

7

6

5

8

910

15

14

13

12

10

8

12

11

10

8

65

43

13

12

1

24

10

12

2

3

45

1012

4

5

6

7

16

STN.1

QUAY 1

BULK SUGAR TERMINAL

JETTY

MooringDolphin

14.0

12.0

12.0

13.0

15

14

13

12

11

109

87

65

4

3

8.07.0

6.05 .0

4.0

3 .0

2.0

QUA Y 3

HS 4

95

MS 10

MS 11

MS 12

MS 13

MS 15

MS 14MS 16

Drawing Status:

No. REVISION Date Dra Chk Apr

DETAILED DESIGNClient:

Consultant :

Project :

Drawing Title:

Designed: Drawn: Checked: Approved:

Scale:

Computer File Ref. No:

Drawing No: Rev.

Date:

Project Number:

910-65010

U:\91065010\Cad\Working\DD\GENERAL\DD-SI-035.dwg

NOT FOR CONSTRUCTION

EXTENSION & STRENGTHENINGOF THE MCT QUAY AT

PORT LOUIS HARBOUR

Scale:

Drawing No: Rev.

Date:

280m210m140m70m0m 250m

NOTES

LEGEND:

1. ALL DIMENSIONS ARE IN METRES UNLESS STATED OTHERWISE.

2. ALL COORDINATES ARE INDICATIVE ONLY AND SHALL BE CONFIRMED ON SITE (BY THE CONTRACTOR SUBJECTED TO ENGINEER'S APPROVAL)

3. ALL COORDINATES ARE BASED ON WGS 84 ZONE 40.

4. ALL LEVELS ARE IN METRES WITH RESPECT TOCHART DATUM.

MCCMASKVK10.10.11ISSUED FOR INFORMATION00

MS10

MS 16 551366.929 7771726.476

MS14 551098.845 7771713.448

MS 15 551203.610 7771856.728

MS 13 551064.883 7771827.444

MS 12 551019.558 7771928.250

MS 11 550913.311 7771840.533

MS 10 550731.582 7771952.889

Sl. No. EASTING NORTHING

COORDINATES

MARINE VIBRO CORE SEDIMENTSAMPLING LOCATIONS

PROPOSED ADDITIONAL GROUNDINVESTIGATION AND

ENVIRONMENTAL SAMPLING

IFL KVK IFL MCC

1:5000(A3), 1:2500(A1)

A 10.10.2011

DD-SI-035 00

LOCATIONS

MARINE SEISMIC SURVEY

DRAWINGS.pdfDD-GR-005DD-WS-119DD-WS-120DD-YD-301DD-DR-051DD-DR-052DD-DR-053DD-DR-057DD-DR-058DD-DR-060DD-YD-309DD-YD-31011_144_BKI_480_10000_06_A1_11_145_BKI_480_10000_06_A1_