TANK FOUNDATION PLAN

TANK FOUNDATION PLANSCALE 1:100

1500

400

2450

3050

1540

EMBEDDED 2X24MM ANCHOR BOLT

1

Y

Y

XX

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

B

2575 1850 1650 1850 1650 1850 1650 1850 1650 1850 1650 1850 1650 1850 1650 1850 2575

3765

6020

3215

31500

1300

0

ST1

ST2

ST1

ST2

ST1

ST2

ST1

ST2

ST1

ST2

ST1

ST2

ST1

ST2

ST1

ST2

MAY 2021DWG No.

DATE:

CHECKED ENG :Ma. Manzanello, Saimagoalhi, Male' 20-03, Republic of MaldivesMobile: +960 777 4134, Email: [email protected]

Designers Engineers Surveyors Project ManagersDESIGN ASSOCIATES Pvt. Ltd.

RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :

DRW TITLE :PROJECT :

IASL

-

--NiyazSamyr

N.MAAFARU AIRPORT FUEL FARMPROPOSED

-REVISION:

IASL

CONCEPT AND DESIGN IN THIS DRAWIGNS ARE THE PROPERTIES OF BINARCH DESIGN ASSOCIATES PVT LTD. C-61/98

CONTRACTORS MUST CHECK ALLDIMENSIONS ON SITE BEFORE STARTING

ANY WORK OR SHOP DRAWINGS,FIGURED DIMENSIONS TO TAKE

PRECEDENCE OVER SCALE READINGS BDA-MAP-01/2021PR NO:

AS MENTIONEDDIMENSION: MM

N.MAAFARUMALDIVES

TANK FOUNDATION PLAN

BDA/S-01

SECTION X-XSCALE 1:100

3500 3500 3500 3500 3500 3500 3500

3050 500

SECTION Y-YSCALE 1:100

9100

6021

12600

356530141500 50

0

1000

1650

1000 200 450 100

200

350

7510

00

100

FUEL TANK FIRE DIKESTRUCTURE DIAGRAMSCALE 1:20

EXPANSION JOINT DETAILSCALE 1:20

Ø12@ 200 mm C/C

SURROUNDINGS(INCLUDING TOP SURFACE)

TO BE CAULKED WITHPOLYURETHANE SEALANT

1.0

TANK AREA FLOORFLOOR OUTSIDETHE FIRE DIKE

Ø16 @ 150 C/C

Ø8 @ 400 C/CTWO - WAY

Ø12 @ 200 C/C

Ø16 @ 150 C/C

7030

30

OUTSIDE OF FIRE DIKE

+0.00 -

600

950

MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

BDA/S-02

SECTIONS & STRUCTURAL DETAILSFIRE DIKE

FIRE DIKE PAVING LAYOUTSCALE 1:100

1

Y

Y

XX

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

B

2575 1850 1650 1850 1650 1850 1650 1850 1650 1850 1650 1850 1650 1850 1650 1850 2575

3765

6020

3215

31500

1300

0

DETAIL-DCP-01

DETAIL-FPD-01

MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

FIRE DIKE PAVING LAYOUT

BDA/S-03

2550

GROUND BEAM PLANSCALE 1:50

2700

SLAB REINFORCEMENT PLANSCALE 1:50

T10-

200

(T/B

)

T10-200 (T/B)

SLAB THICKNESS : 150MMBOTTOM REINFORCEMENT : T10-200 C/C BW THROUGHOUTTOP REINFORCEMENT : T10-200 C/C BW THROUGHOUTPROVIDE 30MM COVER

X X

2700

PUMP SHED PLANSCALE 1:50

X X X X

AREA: 13.5 SQ.M

5000

4850

2850

5150

SLOPE

COMPACTED HARDCORE

SAND FILL

PUMP SHED FOUNDATION & GROUND SLAB DETAILSSCALE 1:20

SECTIONAL X-X

COMPACTED HARDCORE

50MM THK LEAN CONCRETE 300X200MM WALL BEAM

RC SLAB

50MM THK LEAN CONCRETE

FLOORLEVEL

T10-200(VERTICAL)

T10-300HORIZONTAL

75mm THK.RC. WALL

WALL FOUNDATION BEAM

6T12R6-150 WALL FOUNDATION BEAM

150MM MASONRY WALL

PLASTER ON BOTH SIDE

MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

PUMP SHED FOUNDATION PLAN

BDA/S-04

AutoCAD SHX Text

50mm CEMENT SCREED FLOOR

FIRE FIGHTING EQUIPMENT SHED PLANSCALE 1:50

500025

50


4850

2400


5000

2550

COMPACTED HARDCORE

SAND FILL

T10-

200

(T/B

) T10-200 (T/B)

5150

2700

FIRE FIGHTING SHED FOUNDATION &GROUND SLAB DETAILSSCALE 1:20

SECTIONAL X-X

COMPACTED HARDCORE


RC SLAB


FLOORLEVEL



150MM MASONRY WALL


MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

FIRE FIGHTING SHED FOUNDATIONPLAN

BDA/S-06

AutoCAD SHX Text


12173

2555

2405

2555COMPACTED HARDCORE

SAND FILL2705

12323 12173

T10-200 (T/B)

T10-

200

(T/B

)


OFFICE BLOCK SLAB PLANSCALE 1:50


SLAB THICKNESS : 150MMBOTTOM REINFORCEMENT : T10-200 C/C BW THROUGHOUTTOP REINFORCEMENT : T10-200 C/C BW THROUGHOUTPROVIDE 30MM COVER

OFFICE BLOCK FOUNDATION & GROUND SLAB DETAILSSCALE 1:20

SECTIONAL X-X

COMPACTED HARDCORE


RC SLAB


FLOORLEVEL



150MM MASONRY WALL


MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

OFFICE BLOCK FOUNDATION PLAN

BDA/S-07

AutoCAD SHX Text


DEPOT PAVING AREA - FUEL TANK FARMSCALE 1:100

OFFICE /CONTROL ROOM

45252AIRSIDE BARRIER FENCE (EXISTING)

2683

8

TANK AREA WITH BUND WALL

LIGHT MAST 6M 400W X 2 LIGHTS (LED)


PROPOSEDPAVED AREA


DCP

DCP

DCPDCP

DCP DCP

DCP

UNDERGROUNDOILY WATERSEPARATOR3500X1500


NOTE:HATCH AREA SLAB THICKNESS: 130MMBOTTOP REINFORCEMENT: T10-200 C/C BW (THROUGHOUT)TOP REINFORCEMENT:T10-200 C/C BW (THROUGHOUT)PROVIDE 20mm GAP EVERY 6mPROVIDE: 30mm COVER

PUMP SHED5000X2700

FIRE FIGHTING &PUMP SYSTEM

5000X2550

MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

DEPOT PAVING AREAFUEL TANK FARM

BDA/S-08

400X400X200 MM RC FOOTINGS

MASONRY WALL


50MM THK LEAN

2442 2635

14 15 16 17

2"X2" M.S HOLLOW PIPE1 1/2"X1 1/2" M.S HOLLOW PIPE

2800

1412

1388

2020 20204039

200

2775

2635

2424

2442

600

1000

1800

150

1562

TOP RAIL/FENCE LVL

CAPPING BEAM/WALL FINISHED LVL

GROUND LVL

FOUNDATION LVL

4292

D1 PLAN (EXIT)

ELEVATION (EXIT)

EXIT GATESCALE 1:50

6T12R6-150

3T10

HOOK-150

150MM THKMASONRY WALL

COLUMN LINE

WALL CAPPING BEAM

150 THK HOLLOW BLOCKMASONRY WALL UNITS

BOUNDARY WALL DETAILSSCALE 1:20

SECTIONAL DETAILS

PLAN VIEW



R6 -150mm C/C

75MM Ø GI PIPE

4T-10

3T-10

HOOK-150

WALL CAPPING BEAMALL COLUMNS

350X200MM WALL BEAM

MASONRY WALL



75MM Ø GI PIPE

38MM Ø GI PIPE

38MM Ø GI PIPE

8 GAUGE 75X MMVINYL COATED WIRE FENCE

25 MM THK CEMENTPLASTER

MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

-BOUNDARY WALL & FENCE DETAILS

BDA/S-09

CROSS-OVER WALKWAYS/STAIR LAYOUTSCALE 1:100

750

750

2025

9100

1475

2380

R357

R184

R155

R142 4630

750 2750

2987

375

2380

1500

1630

1691

2000

1630

1500

1316

31500

303827962

300

3906

7794

1978

500

500

STAIR -01

STAIR -02

STAIR -03

1300

0

1. TANK TOP STRUCTURES WILL BE PROVIDED BY OTHERS.2. CONTRACTOR NEEDS TO INTERCONNECT EACH TANK AS PER

DRAWINGS.3. TANKS ACCESS LADDER ON BOTH SIDE TO BE FABRICATED BY

CONTRACTOR4. MATERIALS SHALL BE GI SQUARE PIPES5. STEPS TO BE FABRICATED USING NON SKID MESH PLATE OF

STAINLESS STEEL OR ALUMINIUM.

NOTES:

PUMP SHED5000X2700

FIRE FIGHTING &PUMP SYSTEM

5000X2550

MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

CROSS-OVER WALKWAYS / STAIRLAYOUT

BDA/S-10REVISED: 06.06.2021

6021

12600

356530141500 50

0

1000

TANK FOUNDATION DETAILSSCALE 1:50

6020

550 400 550

1500

300

2450

300

3050

300

1850

300

ST1 ST1

550 400 550

1500

300

2450

300

3050

300

1850

300

7520

Z Z

SECTION Z-ZSCALE 1:50

250

MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

-TANK FOUNDATION DETAILS

BDA/S-11

Note:

Covers:Foundation Level = 50mmFloor Slab = 30mmBeam = 35mmColumn / Lift shaft =40mm

Beams bend-up bars = 12xØAnchor bars = 45xØLapping bars = 45xØMid bars = 0.85 x spanSupport bars = 13 x span

T10 @ 100 C/C0.000

-1.500

+-

100

500

1000

536

0.536

T16 @ 150 C/C

100 550 400 100550

30

2T10 @ 150 C/C

LaLa

3015

0

C20 CONCRETECUSHION COURSE

T16 @ 150 C/C

T16 @ 150 C/C

1500

T10 @ 100 C/C0.000

-1.500

+-

100

500

1000

536

0.636

T16 @ 150 C/C

100 550 400 100550

30

2T10 @ 150 C/C

LaLa

3015

0

C20 CONCRETECUSHION COURSE

T16 @ 150 C/C

T16 @ 150 C/C

1500

536

ST1 ST2

536

ST1 & ST2 DETAILSSCALE 1:20

EMBEDDED 4X45MM ANCHOR BOLT

EMBEDDED STEEL PLATE DETAILSSCALE 1:20

7512

512

575

400

150300300300350300300300150

2450

RESERVED HOLE4 Ø 45

16 Ø10

500

30

200

45

TWO M45 NUTS

150BASE PLATE

OF SADDLE

M45 ANCHOR BOLT DETAILSSCALE 1:10

MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

-STRUCTURAL DETAILS

BDA/S-12

1150

100

All walls to be 100mm reinforcedconcrete with T10 @ 250mm bothways

Filter tank50

tank cover 100mm reinforcedconcrete with T10 @ 250mm both ways

100mmØ

all walls to be 100mm reinforcedconcrete with T10 @ 250mm bothways

150

GL

100mm dia pipe

mh mh

1150

Filter tank

mhmh

1000 1250

3500

1500

OILY WATER INTERCEPTOR TANK-PLANSCALE 1:50

OUT FALL CONNECTION TOAIRPORT MAIN DRAINAGE

PIPE ELONGATED

PIPE ELONGATED

SETTLEMENT CHAMBER FORSOLID MATTER

PIPE ELONGATEDWALL TO SEPARATETHE CHAMBER

mh

WALL TO SEPARATETHE CHAMBER

mh

OILY WATER INTERCEPTOR TANK -SECTIONSCALE 1:50

1150

MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

-OILY WATER INTERCEPTOR TANK

BDA/S-13

DN 100 PIPE GUIDE U-BOLTHOLES DRILLEDAS PER SITE

DN100PIPE

6

200SQ

130

SQ

600

600

PIPE SLEEPERTYPE-1

114

230

XXX

80X80X6 RSA

LENGTH TO BE BASEDON PIPELINE ELEVATIONTO BE ADJUSTED DURINGCONSTRUCTION

BASE PLATE 10mm THK4X16 HOLES DRILLEDTO SUIT M12 ANCHOR BOLTS

PIPE SLEEPERBASE PLATE

PLAN

GROUND LEVEL

PIPE SUPPORT CONCRETEBASE DETAILS

600X600 CONCRETE BASE WITHLAYER A252 REINFORCEMENT MESHWITH 50mm COVER

250

25

45

25X25 CHAMFER

PLAN

DN 50 PIPE GUIDE U-BOLTHOLES DRILLEDAS PER SITE

DN100PIPE

6

150SQ

100

SQ

PIPE SLEEPERTYPE-2

75

150

XXX

80X80X6 RSA

LENGTH TO BE BASEDON PIPELINE ELEVATIONTO BE ADJUSTED DURINGCONSTRUCTION

BASE PLATE 10mm THK4X16 HOLES DRILLEDTO SUIT M12 ANCHOR BOLTS

PIPE SLEEPERBASE PLATE

PLAN

35

MAY 2021DWG No.

DATE:



RSCALE:

DRAWN :

DESIGN ENG :

ARCH. CHECKER :

DESIGNED :

OWNER :CONTACT :

CLIENT :


IASL

-

--NiyazSamyr


-REVISION:

IASL






N.MAAFARUMALDIVES

-STRUCTURAL DETAILS-02

BDA/S-14

Documents

TANK FOUNDATION PLAN