NOT FOR CONSTRUCTION PROJECT LOCATION EXTENSION & STRENGTHENING OF THE MCT QUAY AT PORT LOUIS HARBOUR DETAILED DESIGN PROJECT LOCATION PLAN

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Elvin Nicholson
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1 DRWINGS

NOTES:. FOR OVERLL GENERL RRNGEMENTS REFER TO DRG. G-2 TO G-23. 2. FOR TYPICL SECTIONS REFER TO DRG. WS-9 & WS-20.

2 NOTES:. FOR OVERLL GENERL RRNGEMENTS REFER TO DRG. G-2 TO G FOR TYPICL SECTIONS REFER TO DRG. WS-9 & WS-20. PROJECT LOCTION PROJECT LOCTION OIL JETTY FORT GEORGE CEB TERRE ROUGE ESTURY FORT WILLIM 00 ISSUED FOR 0.0. SKB MS MCC NME CHECKED DTE CD ENGINEER PORT LOUIS PROJECT LOCTION PLN MS SKB MS MCC Scale: :5000 (3), :7500 () 0m 50m 300m 450m 600m 750m U:\906500\Cad\Working\DD-0\ General DD-GR-005.dwg DD-GR

3 RER CRNE RIL SLOT RUN ON SLB D 000 C L OF NEW RER CRNE RIL D C SLOPE.7% B FRONT CRNE RIL SLOT C L OF NEW FRONT CRNE RIL 4000 CBLE SLOT RER CRNE RIL SLOT RUN ON SLB D D C B 000 C L OF NEW RER CRNE RIL SLOPE.7% FRONT CRNE RIL SLOT C L OF NEW FRONT CRNE RIL 4000 CBLE SLOT BOLLRD NOTES:. LL DIMENSIONS RE IN MILLIMETRES UNLESS OTHERWISE STTED. 2. LL LEVELS RE IN METRES WITH RESPECT TO CHRT DTUM. 3. FOR GENERL NOTES REFER TO DRWINGS GN-006 TO GN FOR GENERL RRNGEMENT REFER TO DRWINGS WS- TO REFER SERVICE DRWINGS FOR DETILS OF SERVICE. FENDER (TYP) RER CRNE RIL BEM 2.5 DECK SLB 650 FRONT CRNE RIL BEM (ND CPPING BEM) RER CRNE RIL BEM CROSS BEM FRONT CRNE RIL BEM ND CPPING BEM BULKHED WLL (TUBULR PILES + SHEET PILES) BULKHED WLL (TUBULR PILES + SHEET PILES) RL SCOUR PROTECTION RL RKER PILES STEEL TUBULR PILES STEEL TUBULR PILES SHEET PILE TOE SHEET PILE TOE FOUNDED IN ROCK MINIMUM 0.5m FOUNDED IN ROCK FOUNDED IN ROCK FOUNDED IN ROCK FOUNDED IN ROCK FOUNDED IN ROCK PENETRTION (LL PILES) TOE LEVEL VRIES -40.0m TO -55.0m (LL PILES) TOE LEVEL VRIES -40.0m TO -55.0m (LL PILES) 00 ISSUED FOR 0.0. SS MS MCC BERTH EXTENSION TYPICL SECTION (T RKER PILES) BERTH EXTENSION TYPICL SECTION T FENDER CROSS BEM NME CHECKED DTE CD ENGINEER BULKHED WLL ROCK RMOUR TYPE RL DREDGED LEVEL BERTH EXTENSION TYPICL SECTION ROCK FILL MTERIL GRDE 400 SHEET PILE TOE TYPICL SCOUR PROTECTION DETIL (IN FRONT OF BULKHED WLL) OM SS MS MCC Scale: :300(3), :50 () 0m 3m 6m 9m 2m 5m U:\906500\Cad\Working\DD-0\ DD-WS-9.dwg DD-WS-9 00

4 NOTES: EXISTING QUY STRENGTHENED D C LOF NEW RER CRNE RIL 30m RIL GUGE E D3 D2 C B DECK STRUCTURE EXTENDED C LOF NEW FRONT CRNE RIL D C OF NEW RER L CRNE RIL EXISTING QUY STRENGTHENED 30m RIL GUGE E D3 D2 C B DECK STRUCTURE EXTENDED C OF NEW FRONT L CRNE RIL. LL DIMENSIONS RE IN MILLIMETRES UNLESS OTHERWISE STTED. 2. LL LEVELS RE IN METRES WITH RESPECT TO CHRT DTUM. 3. FOR GENERL NOTES REFER TO DRWINGS GN-006 TO GN FOR GENERL RRNGEMENT REFER TO DRWINGS WS- TO REFER SERVICE DRWINGS FOR DETILS OF SERVICE. 6. MXIMUM GGREGTE SIZE FOR THE NEW TOPPING CONCRETE IS 5mm. 7. THE NEW TOPPING CONCRETE TO BE CSTED FTER PPLYING SURFCE OF BONDING GENT (NITOBOND EP BY FOSROC OR EQUIVLENT PPROVED BY THE ENGINEER). EXISTING RIL TRENCH TO BE FILLED WITH SCREED COCRETE RL m SLOPPING SCREED S PER DETIL SLOPE 3.3% 500 NEW VERTICL PILE m SLOPE 2.5% RL m RL m NEW PILECP NEW RKER PILE (BETWEEN EXISTING PILES) EXISTING RIL TRENCH TO BE FILLED WITH SCREED COCRETE EXISTING TIE ROD NEW COPE LINE PVC Ø25 RL m SLOPE 0.76% RL m RL m SLOPE % SLOPE 3.3% NEW FRONT CRNE RIL BEM (ND CPPING BEM) EXISTING SHEET PILING FILL BETWEEN SHEET PILE ND NEW BULK HED SLOPPING SCREED S PER DETIL m RL m RL m SLOPE 2.5% SLOPE % EXISTING RIL TRENCHS TO BE FILLED WITH SCREED CONCRETE EXISTING TIE RODS RL m SLOPE 0.76% NEW COPE LINE NEW FRONT CRNE RIL BEM (ND CPPING BEM) BOLLRD RL m 2800 EXISTING SHEET PILING FENDER FILL BETWEEN SHEET PILE ND NEW BULK HED 2.5 EXISTING SE BED LEVEL RL EXISTING PILES EXISTING SE BED LEVEL RL RL RL EXISTING PILES EXISTING PILES RL (SHEET PILE TOE) RL (SHEET PILE TOE) NEW COMBI-BULKHED WLL(STEEL TUBULR PILES & STEEL SHEET PILES) NEW COMBI-BULKHED WLL(STEEL TUBULR PILES & STEEL SHEET PILES) SS MS MCC PILE TOE LEVEL FOUNDED IN ROCK PILE TOE MINIMUM 0.5m PENETRTION (LL PILES) FOUNDED IN ROCK PILE TOE LEVEL PILE TOE LEVEL MINIMUM 0.5m PENETRTION (LL PILES) FOUNDED IN ROCK PILE TOE LEVEL TOE LEVEL VRIES TOE LEVEL VRIES TOE LEVEL VRIES TOE LEVEL VRIES BERTH STRENGTHENING TYPICL SECTION (T NEW RKERS) SCLE :400 (3), SCLE :200 () BERTH STRENGTHENING TYPICL SECTION T FENDER LOCTION SCLE :400 (3), SCLE :200 () mm E 350mm 8655mm SCBBLE CONCRETE SURFCE TO PREPRE FOR CONCRETE TOPPING D3 D D NEW CONCRETE TOPPING (MX. GGREGTE SIZE 5mm) PPLIED FTER SURFCE OF BONDING GENT (NITOBOND EP BY FOSROC OR EQUIVLENT PPROVED BY THE ENGINEER) 500mm SCBBLE SURFCE BERTH STRENGTHENING TYPICL SECTION SCBBLE 50mm FROM CONCRETE SCBBLE 50mm FROM CONCRETE OM SS MS MCC Scale: S SHOWN DETIL SCLE :00 (3), SCLE :50 () U:\906500\Cad\Working\DD-0\Sketches\ DD-SK-20.dwg DD-SK-20 00

5 N N N N NOTES. LL DIMENSIONS RE IN MILLIMETRES UNLESS STTED OTHERWISE. 2. LL LEVELS RE IN METRES WITH RESPECT TO CHRT DTUM. 3. LL COORDINTES RE RELTED TO WGS-84-UTM ZONE N 5500 E QUY WLL STRENGTHENING PROPOSED QUY WLL EXTENSION NEW FRONT CRNE RIL MOORING BOLLRD REVETMENT RETURN WLL EXISTING YRD RE EXISTING WVE WLL NEW RER CRNE RIL NEW WVE WLL NEW YRD RE RETURN WLL TOILET BLOCK N NEW REEFER STCKS LEKING CONTNIER BUND (6m X 4m) N 00 ISSUED FOR 0.0. KVK MS MCC E NEW PVEMENT RE EXISTING YRD RE NEW RTG BEMS OUT OF SIZE CONTINER STCK RE NME CHECKED DTE NEW SUBSTTION CD ENGINEER N YRD EXTENSION LYOUT MS KVK MS MCC E Scale: :3000 (3) :500 () 0m 30m 60m 90m 20m 50m N E E E E E U:\906500\Cad\Working\DD-0\ General DD-YD-30.dwg DD-YD-30 00

6 NOTES B. LL DIMENSIONS RE IN METRES UNLESS STTED OTHERWISE. 2. LL LEVELS RE IN METRES WITH RESPECT TO CHRT DTUM. SP3 SP SP5 S 3. LL COORDINTES RE RELTED TO WGS-84-UTM ZONE-40. MOORING POINT B SP4 :5 E OP SL :5 PE LO SP2 INDICTIVE TOP EDGE OF DREDGE SLOPE SP6 6.5m CONTOUR DREDGE SLOPE (IV:5H) DD-DR m CONTOUR EXTENT OF DREDGING SET OUT POINTS SP8 HIGH SPOT TO BE DREDGED TO 6.5m DESIGN DREDGE LEVEL IS -6.5m QUY WLL COPE LINE QUY WLL COPE LINE :5 S LOPE R = RDIUS EXISTING OIL JETTY SP7 DISPOSL RE DD-DR-052 RETINING BOUND 00 ISSUED FOR No. REVISION 0.0. MF MS MCC Date Dra Chk pr SP5 SP26 SP25 SP6 NME CHECKED DTE CD -3.5 SP7 COORDINTES No. ESTING NORTHING SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP ENGINEER SP8 FORT WILLIM DISPOSL RE BU LK SP2 SU JE G R TTY TE R MIN L DREDGING PLN INDEX Designed: RKS Drawn: MF Checked: MS pproved: MCC Scale: :8000 (3), :4000 () 0m 80m 60m U:\906500\Cad\Working\DD-0\ General DD-DR-05.dwg 240m 320m DD-DR m

7 NOTES. LL DIMENSIONS RE IN METRES UNLESS STTED OTHERWISE. 2. LL LEVELS RE IN METRES WITH RESPECT TO CHRT DTUM. 3. LL COORDINTES RE RELTED TO WGS-84-UTM ZONE-40. INDICTIVE TOP EDGE OF DREDGE SLOPE -6.5 DREDGE SLOPE (IV:5H) EXTENT OF DREDGING -6.5 DESIGN DREDGE LEVEL IS -6.5m QUY WLL COPE LINE QUY WLL COPE LINE V:5H :3 SLOPE EXISTING OIL JETTY REVETMENT TO BE LID FTER DREDGING 00 ISSUED FOR 0.0. MF MS MCC NME CHECKED DTE CD ENGINEER DISPOSL RE DREDGE PLN DETILS (SHEET OF 2) RKS MF MS MCC Scale: :000 (3), :500 () 0m 0m 20m 30m 40m 50m U:\906500\Cad\Working\DD-0\ General DD-DR-052.dwg DD-DR

8 NOTES. LL DIMENSIONS RE IN METRES UNLESS STTED OTHERWISE. 2. LL LEVELS RE IN METRES WITH RESPECT TO CHRT DTUM. 3. LL COORDINTES RE RELTED TO WGS-84-UTM ZONE-40. INDICTIVE TOP EDGE OF DREDGE SLOPE V:5H DREDGE SLOPE (IV:5H) EXTENT OF DREDGING -6.5 DESIGN DREDGE LEVEL IS -6.5m QUY WLL COPE LINE -6.5 :2 SLOPE 00 ISSUED FOR 0.0. MF MS MCC QUY WLL COPE LINE REVETMENT TO BE LID FTER DREDGING NME CHECKED DTE CD ENGINEER DREDGING PLN DETILS (SHEET 2 OF 2) RKS MF MS MCC Scale: :000 (3), :500 () 0m 0m 20m 30m 40m 50m U:\906500\Cad\Working\DD-0\ General DD-DR-053.dwg DD-DR

9 NOTES:. LL DIMENSIONSRE IN METRES UNLESSSTTED OTHERWISE. 2. LL COORDINTES RE METRES ND RELTED TO WGS-84 UTM ZONE FOR BUND LYOUT TO BE CONFIRMED N SET OUT POINTS R = RDIUS R N R N 00 ISSUED FOR 0.0. KVK MS MC R N NME CHECKED DTE CD ENGINEER N FORT WIILIM DISPOSL RE OPTION-2 MS KVK MS MCC Scale: :4000 (3) :2000 () 0 40m 80m 20m 60m 200m 9800 E 0000 E 0200 E 0400 E 0600 E 0800 E 000 E U:\906500\Cad\Working\DD-0\ General DD-DR-057.dwg DD-DR

10 NOTES. LL DIMENSIONS RE IN METRES UNLESS STTED OTHERWISE. EXISTING OIL JETTY 2. LL LEVELS RE IN METRES WITH RESPECT TO CHRT DTUM. 3. LL COORDINTES RE RELTED TO WGS-84-UTM ZONE-40. NOTES: INDICTIVE TOP EDGE OF DREDGE SLOPE DREDGE SLOPE (IV:5H) EXTENT OF DREDGING SET OUT POINTS R = RDIUS C B B 5 R DISPOSL RE 7 00 ISSUED FOR 0.0. MF MS MCC 3 BUND RE 2 SETTING -OUT DETILS POINTS ESTING NORTHING CD ENGINEER NME CHECKED DTE REVETMENT TYPE TO 3 TYPE SECTION - DR TO 7 TYPE B SECTION B-B DR TO 9 TYPE C SECTION C-C DR-058 FORT GEORGE DISPOSL RE OPTION - RKS MF MS MCC Scale: SCLE :000 (), :2000 (3) 0m 20m 40m 60m 80m 00m U:\906500\Cad\Working\DD-0\ General DD-DR-058.dwg DD-DR

11 NOTES. LL DIMENSIONS RE IN MILLIMETRES UNLESS STTED OTHERWISE. MHWS +0.7 MSL MLWS +0.2 SE BED LEVEL (VRIES) 4200 SE BED ROCK RMOUR CREST LINE MCD MCD FINL FILL LEVEL DISPOSED MTERIL rmor Underlayer Minimum Layer Thickness (m) =.4 Percent Less Than By Weight Dimension (meters) Mass (kg) Minimum Layer Thickness (m) = 0.6 Percent Less Than Dimension Mass By Weight (meters) (kg) TYPE LL LEVELS RE IN METRES WITH RESPECT TO CHRT DTUM. 3. LL COORDINTES RE RELTED TO WGS-84-UTM ZONE UNDER LYER GEO TEXTILE (2 LYERS) TYPICL BUND SECTION SCLE = :200() - EXISTING OCEN FLOOR SE BED LEVEL (VRIES) SE BED 6900 MHWS +0.7 MSL MLWS +0.2 ROCK RMOUR CREST LINE MCD MCD FINL FILL LEVEL DISPOSED MTERIL Underlayer rmor Minimum Layer Thickness (m) = 2.4 Percent Less Than Dimension Mass By Weight (meters) (kg) Minimum Layer Thickness (m) =. Percent Less Than Dimension Mass By Weight (meters) (kg) TYPE B EXISTING OCEN FLOOR UNDER LYER TYPICL BUND SECTION 2400 GEO TEXTILE (2 LYERS) B-B SCLE = :200() MHWS +0.7 MSL MLWS +0.2 SE BED LEVEL (VRIES) 5400 SE BED ROCK RMOUR CREST LINE MCD MCD FINL FILL LEVEL DISPOSED MTERIL Underlayer rmor Minimum Layer Thickness (m) =rmor.9 Percent Less Than Dimension Mass By Weight (meters) (kg) Minimum Layer Thickness (m) = 0.9 Percent Less Than Dimension Mass By Weight (meters) (kg) TYPE C ISSUED FOR 0.0. KVK MS MCC EXISTING OCEN FLOOR 900 UNDER LYER GEO TEXTILE (2 LYERS) TYPICL BUND SECTION SCLE = :200() C-C CD NME CHECKED DTE ENGINEER MHWS +0.7 MSL MLWS +0.2 SE BED LEVEL (VRIES) 2700 SE BED ROCK RMOUR CREST LINE MCD MCD FINL FILL LEVEL DISPOSED MTERIL Underlayer rmor Minimum Layer Thickness (m) =. Percent Less Than Dimension Mass By Weight (meters) (kg) Minimum Layer Thickness (m) = 0.5 Percent Less Than By Weight TYPE D Dimension Mass (meters) (kg) TYPICL BUND SECTION 00 UNDER LYER GEO TEXTILE (2 LYERS) TYPICL BUND SECTION SCLE = :200() D-D EXISTING OCEN FLOOR Scale: MS KVK MS MCC S SHOWN U:\906500\Cad\Working\DD-0\ General DD-DR-060.dwg DD-DR

12 NOTES:. LL DIMENSIONS RE IN MILLIMETRES UNLESS STTED OTHERWISE. I.L INLET LEVEL O.L INLET LEVEL EXTEND STORM WTER DRIN THROUGH NEW WHRF EXTENSION POWER TO SW QUY CRNES SW NEW PVEMENT RE SW Ø200 EXISTING STORM WTER FL4 FL5 TRENCH DRIN RL TRENCH DRIN RL FL0 FL SW Preliminary Copy Not to be used for Construction Purposes Ø200 SL FL2 SW SL2 FREEPORT ZONE 5 00 SW SL3 SW FL3 SL7 SL6 SL5 SL4 EMPTY STCK RE EXISTING DMIN BLDG. EXISTING ENTRNCE FL8 PRKING RE LEKING CONTINER BUND FL5 EXISTING PRKING RE YRD EXTENSION DRINGE PLN FL6 WORKSHOP C BB RS Scale: : DD-YD

13 Preliminary Copy Not to be used for Construction Purposes DRINGE DETILS C BB RS Scale: :20 :25 : DD-YD-30 00

14 DRW PIT 500 x 500 x 000d 3 Nos. 60Ø PVC DRW PIT 000 x 000 x 000d SWITCH CBIN 2000w x 3000d x 3000h (size and location TBC) ET6 2 Nos. 60Ø PVC ET2 4 Nos. 60Ø PVC ET8 ET5 ET ET7 REEFER BRIDGE 2 2 No. 60Ø PVC DRW PIT 000 x 600 x 000d ET4 ET0 ET6 REEFER BRIDGE DRW PIT 000 x 600 x 000d LT3 ET3 ET9 6 Nos. 60Ø PVC 000 U/G ET5 3 Nos. 60Ø PVC 000 U/G LT24 DRW PIT 500 x 500 x 000d ET ET2 6 Nos. 60Ø PVC 000 U/G DRW PIT 500 x 500 x 000d ET7 ET8 DRW PIT 500 x 000 x 000d DISTRIBUTION BORDS ENEDB ND EEDB 3 Nos. 60Ø PVC 000 U/G ET3 ET4 00 ISSUED FOR NOV. GC MS MCC 6 Nos. 60Ø PVC 000 U/G CD NME CHECKED DTE EXISTING SUBSTTION 4 Nos. 60Ø PVC 000 U/G ENGINEER Sub DRW PIT 500 x 500 x 000d 4 Nos. 60Ø PVC 000 U/G NEW SWITCHGER ND TRNSFORMER ROOMS 4 Nos. 60Ø PVC 000 U/G DRW PIT 500 x 500 x 000d 4 Nos. 60Ø PVC 000 U/G DRW PIT 500 x 500 x 000d YRD LIGHTING ND SLEEVES LYOUT MS GC MS MCC Scale: :000(), :2000(3) 0m 20m 40m 60m 80m 00m U:\906500\Cad\Working\DD-0\ DD-YD-325.dwg NOV. 20 DD-YD

PROJECT RE DREDGE RE RECLMTION RE EXTENSION RE

Purposes RECLMTION RE MINTENNCE DREDGING RE RE

15 KEY NOTES PLN:. LL DIMENSIONS RE IN MILLIMETRES UNLESS STTED OTHERWISE. 500m - RE OF ENVIRONMENTL INFLUENCE 000m - PROJECT RE DREDGE RE RECLMTION RE EXTENSION RE Preliminary Copy Not to be used for Construction Purposes RECLMTION RE MINTENNCE DREDGING RE RE OF ENVIRONMENTL INFLUENCE ND PROJECT RE - FT/DB MJ MCC Scale: :20000 (3) :0000 () 0m 40m 80m 20m 60m 200m General /49/L 02

2.7 2.64 2.78 2.63 2.40 2.40 2.53 2.52 2.70 2.54 2.4 2.62 2.63 2.46 2.44 2.38 2.36 2.59 2.56 2.48 2.2 2.54 2.50 2.29 2.58 2.22 2.32 2.9 2.8 2.24 2.23 2.2 2.23 2.20 2.2 2.3 2.35 2.47 2.55 2.53 2.33 2.

16 F e n c e F e n c e Rocks F e n c e S e a Containers Landing Platform Containers Containers Gate B u s h e s D r a i n TOPOGRPHICL PLN T MER ROUGE Scale : 000 High Water Mark Rocks Rocks R O D Terre Rouge Estuary High water mark MURITIUS CONTINER TERMINL C E B Location Plan SITE Expo Vente ROCHE BOIS HOUSING ESTTE NICOLS BUDIN ROD B 92 To the North kerb CEMETERY ROD Building M O T O R W Y MP Office D r a i n ENTRNCE Quay D Round bout Building Preliminary Copy Not to be used for Construction Purposes QUY D PPRO CH ROD R O D To the Port Louis centre

17 KEY PLN NOTES Geodetic information ll coordinates in metres. Spheroid : WGS 84 Projection : U.T.M. Zone 40 Central Meridian : 57 deg E Transformation WGS84 to Translation X : 0.00 metres Translation Y : 0.00 metres Translation Z : 0.00 metres Rotation X : 0.0 sec. Rotation Y : 0.0 sec. Rotation Z : 0.0 sec. Scaling - PPM :.0 ppm North rrow indicates Grid North ll depths in metres reduced to CD which is 0.37m below MSL Horizontal Positioning Reference Station Position in UTM : E N 8.52 H GPS : quarius 5002 SK Vertical Positioning GPS : Scorpio 6502 Tide Gauge : Valeport - Froid de Mascareigne Reference Height : BM = 3.54m CD Survey sensors GPS : quarius 5002 MK Singlebeam echosounder : tlas Deso 7 20/33 khz Motion sensor : DMS 25 Gyro Compass : Vector Pro Legend 250 Centerline with KP annotation 45.2 Bathymetric contour with depth Channel Markers Shore Line Channel Limits Scale : 2000 CONTRCTORS DRWING No. REV 00 SURVEYED BY DRWN BY CHECKED BY PPROVED BY CLIENT PP SIGNTURE NME DTE REV No DESCRIPTION OF REVISION ISSUE DTE MDE BY CHKD BY DISC PPR PROJ PPR CLIENT PPR ROYL BOSKLIS WESTMINSTER N.V. Rosmolenweg 20 P.O. Box 3356 LK The Netherlands Tel: Fax: CLIENT. MURITIUS PORTS UTHORITY Port Louis Mauritius NONE SUPPLIED NONE SUPPLIED DRWING No REFERENCE DRWING TITLE FORT WILLIM DRWING S SUPPLIED BY CLIENT DOCUMENTS MER ROUGE DRWING S SUPPLIED BY CLIENT DOCUMENTS DTE SURVEYED 2-3 NOV 2006 TITLE. DREDGING WORKS, MURITIUS, MP37/2004 OUTSURVEY - ENGLISH CHNNEL DRWING NO. BKI SHEET /2

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

19 NOTES. LL DIMENSIONS RE IN METRES UNLESS STTED OTHERWISE. MRINE SMPLING LOCTION LND SMPLING LOCTION MRINE SEISMIC SURVEY Preliminary Copy Not to be used for Construction Purposes E G OR E ST G R G IN KIN IST PR X E D N 00 ISSUED FOR INFORMTION No. REVISION 0.0. KVK IFL MCC Date Dra Chk pr nadia Mon, 3 Feb 202-9:46am I:\Enviro\Projets\en cours\p030_ei_port_sjpce\ei report\mct EI Draft\final draft report\data ECOM_06Feb202\DD-SI-033.dwg G IN IST BL EX MIN D G IN IST EX BST SU. DG G IN E IST C EX RN T EN OP SH RK WO N TIO COORDINTES GE OR ST L ha CO 4.0 W T NE LO COORDINTES SITE NME ESTING NORTHING SITE NME ESTING NORTHING MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS LS MS LS MS LS MS PROPOSED ENVIRONMENTL SMPLING LOCTIONS NVIGTIONL CHNNEL Designed: IFL Drawn: KVK Checked: IFL pproved: MCC Scale: :7000(3), :3500() 0m 70m 40m U:\906500\Cad\Working\DD\ General\ DD-SI-033.dwg 20m 280m DD-SI m 00

20 NOTES. LL DIMENSIONS RE IN METRES UNLESS STTED OTHERWISE. MRINE SMPLING LOCTION LND SIDE SMPLING LOCTION Preliminary Copy Not to be used for Construction Purposes 00 ISSUED FOR INFORMTION 0.0. KVK IFL MCC COORDINTES SITE NME ESTING NORTHING MS MS MS COORDINTES SITE NME ESTING NORTHING LS LS LS LS LS LS LS LS LS LS Scale: 0m :4000(3), :2000() 40m U:\906500\Cad\Working\DD\GENERL\ DD-SI-034.dwg PROPOSED ENVIRONMENTL SMPLING LOCTIONS DISPOSL RE IFL KVK IFL MCC 80m 20m 60m DD-SI m

21 Mooring Dolphin 2.0 QU Y 3 TOP OF STONE RIVETMENT ( approx. Height 4.0m above Chart Datum NOTES. LL DIMENSIONS RE IN METRES UNLESS STTED OTHERWISE. 2. LL COORDINTES RE INDICTIVE ONLY ND SHLL BE CONFIRMED ON SITE (BY THE CONTRCTOR SUBJECTED TO ENGINEER'S PPROVL) 4 3. LL COORDINTES RE BSED ON WGS 84 ZONE LL LEVELS RE IN METRES WITH RESPECT TO CHRT DTUM MS0 MRINE VIBRO CORE SEDIMENT SMPLING LOCTIONS 6 MRINE SEISMIC SURVEY 9 0 TOP OF STONE RIVETMENT ( approx. Height 3.6m above Chart Datum ) MS 0 BUOY MS BUOY 2 MS MS 3 2 MS 5 STN. QUY 00 ISSUED FOR INFORMTION 0.0. KVK MS MCC 0 MS 4 2 MS BULK SUGR TERMINL JETTY HS 4 95 COORDINTES Sl. No. ESTING NORTHING MS MS MS MS MS PROPOSED DDITIONL GROUND INVESTIGTION ND ENVIRONMENTL SMPLING LOCTIONS IFL KVK IFL MCC MS MS Scale: 0m :5000(3), :2500() 70m 40m 20m 280m 250m U:\906500\Cad\Working\DD\GENERL\ DD-SI-035.dwg DD-SI

RETAINING BLOCKS Reinforcing Steel R-5236HC 52" (1,320 mm) Hollow Core Retaining Block

RETAINING BLOCKS Reinforcing Steel R-5236HC 52" (1,320 mm) Hollow Core Retining Block A (Typ.) B (Typ.) 3D VIEW b 87 93 d d c A B BAR DIAGRAM BAR SCHEDULE DIMENSIONS BAR* b c d LENGTH/BAR NO. BARS TOTAL