EXISTING ROADWAY

RASTORAGE

6 HE

AV

Y D

UTY

PARK

ING

WORKSHOP BUILDING

LINE OF CHAINLINK FENCE

STAFF BUSDROP OFF

PLOTLIMIT

PLOTLIMIT

PLOTLIMIT

PLOTLIMIT

PLOTLIMIT

PLOTLIMIT

PLOTLIMIT

PLOTLIMIT

PLOTLIMIT

PORTAL FUELISLAND

EXIT

EXL +3.030FPL +3.000

EXL +2.870FPL +2.950

PORTACABINGUARDHOUSE

EXL +2.680FFL +3.100

EXL +2.790FFL +3.500

EXL +2.630FFL +2.950

EXL +3.180FFL +3.100

PORTACABINGUARDHOUSE

& FCC

EXL +2.640FPL +2.950

EXL +2.890FPL +2.950

EXL +3.140FPL +2.950

EXL +2.490FPL +2.950

EXL +2.570FPL +2.950

EXL +2.740FPL +2.950

EXL +3.020FPL +2.900

EXL +2.810FFL +2.950

EXL +3.030FPL +2.850

EXL +3.000FPL +2.900

EXL +2.990FPL +2.900

EXL +3.050FPL +2.800

EXL +2.940FPL +2.900

EXL +2.700FPL +3.000

EXL +2.690FPL +2.950

EXL +2.820FPL +2.850

EXL +3.230FPL +2.750

EXL +2.920FPL +2.750

EXL +2.740FPL +2.800

EXL +2.510FPL +2.850

EXL +2.790FPL +2.900

EXL +2.800FPL +3.000

EXL +2.910FPL +2.950

EXL +3.010FPL +3.000

EXL +2.870FPL +2.900

EXL +2.850FFL +2.850

EXL +2.460FPL +2.900

EXL +2.160FFL +3.000

EXL +3.080FPL +3.020

EXL +3.040FPL +3.000

EXL +2.990FPL +2.870

BAROIDBUNDED STORAGE

EXL +3.160FPL +3.000

EXL +2.980FPL +2.950

SDL / MWD YARD

WPS CALIBRATIONPAVED YARD AREA

PML SHADEDSTORAGE AREA

PROBECALIBRATION

YARD

PROBECALIBRATION

CABIN

20335

6482

9

3176

16

3000

054

737

3732

718

9583

489824E 242163.151N 2687568.328

E 241673.327N 2687568.512

E 241673.343N 2687610.696

E 241685.243N 2687622.587

E 241687.473N 2687625.686

E 241688.550N 2687630.564

E 241726.651N 2687900.200

E 241775.152N 2687951.029

E 241922.339N 2687950.974

E 241922.316N 2687890.974

E 241982.316N 2687890.951

E 241982.339N 2687950.951

E 242075.347N 2687950.916

1A

1

A

1

A

D

18

3

C

2

E

1

A

3

C

1

A

D

2

E 241760.152N 2687740.911

E 241760.152N 2687757.911

E 241847.202N 2687709.679

E 241908.039N 2687911.148

E 241898.039N 2687935.948

E 241898.039N 2687911.148

1 7

A

C

E 241989.531N 2687929.229

E 241989.531N 2687910.729

E 241998.881N 2687929.229

E 241998.881N 2687910.729

E 241791.542N 2687839.932

E 241918.782N 2687839.932

E 241791.542N 2687788.702 E 241918.782

N 2687788.702

E 241703.277N 2687758.878

E 241714.677N 2687758.878

E 241703.277N 2687734.878

E 241714.677N 2687734.878

4924

078

082

2400

010

4314

1986

842

184

E 241773.152N 2687757.911

E 241773.152N 2687740.911

E 241847.202N 2687731.669

E 241698.577N 2687750.728

E 241700.677N 2687758.578

FLUIDS LABBUILDING

E 241820.337N 2687846.232

E 241820.337N 2687782.402

E 241814.987N 2687843.732

E 241814.987N 2687784.902

E 241887.837N 2687846.232

E 241882.487N 2687843.732

E 241887.837N 2687782.402

E 241882.487N 2687784.902

RETAIN AS PER EXISTING(NO CONSTRUCTION ACTIVITY)

RETAIN AS PER EXISTING(NO CONSTRUCTION ACTIVITY)

ACIDPLANTBASE

SCRAP YARD

2000 Sq. M OPENYARD SPACE

ALLOCATED TO CMT.SPERRY OUTDOOR

STORAGE AREA

1 8

A

C

E 241925.802N 2687757.261

E 241925.802N 2687708.561

E 241872.602N 2687708.561

E 241872.602N 2687757.261

SKIDS PARKING

SUBSTATION

TRUCKWASH BAY

OILSEPARATOR

BULK CEMENTPLANTTRUCK LOADING

ADMIXWAREHOUSE

TRUCK EXIT

EXL +2.710FFL +3.100

WATERTANKEXL +2.500FFL +3.100

PUMPROOM

3

1

A B

EXL +2.810FFL +2.950

EXL +2.660FFL +3.100

EXL +2.800FFL +2.800

EXL +2.800FFL +2.800

EXL +2.700FFL +1.800

EXL +2.700FFL +2.800

ENTRY

SHADING STRUCTUREABOVE WALKWAY

WPS CALIBRATION AREA

6000

3000

6000

3000

6000

34 E

QUA

L C

OLU

MN

SPA

CES

@ 6

.0M

APA

RT =

204

000

5175

175

175

2002

FPL +3.300GATE LEVEL

LINE OF CHAIN LINKSLIDING GATE

650

6000FPL +3.300GATE LEVEL

38001

E 241688.650N 2687886.200

E 241726.651N 2687886.200

E 242125.276N 2687885.944

E 242163.276N 2687885.944

ETCMH

ETCMH

WMH

WMH

ETCMH

WMH

WMH

WMH

ETCMH

2400

0

6000

MA

X

6000

MA

X

WMH

1661 54

6

LINE OF POSTFOOTING U/G

2647 3133

E 242125.276N 2687900.951

E 241908.039N 2687935.948

E 241895.589N 2687948.834

E 241914.989N 2687948.834

E 241895.589N 2687938.384

E 241914.989N 2687938.384

14000

E 241910.965N 2687884.451

E 241903.915N 2687884.451

E 241903.915N 2687874.401

E 241910.965N 2687874.401

E 241924.665N 2687884.964

E 242049.613N 2687915.401

E 242049.613N 2687890.951

E 242086.013N 2687915401

E 242086.013N 2687890.951

E 241798.402N 2687732.244

E 241844002N 2687732.244

E 241844001.809N 2687757683.466

E 241800.252N 2687709.649

E 241800.252N 2687731.669

EXL +2.500FFL +3.100

ELECTRICAL ROOM

36330

8300

ELECTRICAL ROOM

300050000

3000

5000

0

12.0 X12.0 MRCC.PLATFORM

40000

5000

0

E 2417496.518N 2687839.317 E 2417896.518

N 2687839.317

E 241789.651N 2687789.317E 241749.651

N 2687789.317

PVC. TENT - TYPE 2

60800

5000

0

27000

E 242114.261N 2687839.317

E 242114.261N 2687789.317

30000

5000

0 B&C1500 Sq. M OPEN YARD

(NO CONTAINMENT)

1200

020000 20000 20000

E 242094.261N 2687839.317

200003975 3975

5000

0

200001025 3975

E 241848.226N 2687757.910

E 241868.226N 2687757.910

E 241868.226N 2687707.910

E 241848.226N 2687707.910

4004001000

E 242094.261N 2687789.317

E 242093.861N 2687839.317

E 242073.861N 2687839.317

E 242093.861N 2687789.317

E 242073.861N 2687789.317

E 242073.461N 2687839.317

E 242053.461N 2687839.317

E 242073.461N 2687789.317

E 242053.461N 2687789.317

E 242052.461N 2687839.317

E 242022.561N 2687839.317

E 242052.461N 2687789.317

E 242022.461N 2687789.317

5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000

5000

5000

5000

5000

5000

5000

5000

5000

5000

5000

TENT - TYPE 1

12000 4000

E 241782.151N 2687754.281

E 241794.151N 2687754.281

E 241782.151N 2687742.281

E 241794.151N 2687742.281

SECTIONSCALE 1:20

G1-

REF.

PLA

N

300

500 125

3Y10Y10-200

3Y10

LEVEL G (NADD)

IMPROVED SOIL UNDER SLABS ON GRADEVIA DYNAMIC COMPACTION

MINIMUM ALLOWABLE SOIL BEARINGPRESSURE 50kPa (MAXIMUM SETTLEMENT10mm)

1000 GAUGE POLYTHENE SHEET(TYP).REFER TO SPECIFICATION FOR DETAILS.

250 mm THICK(COMPACTED TO MINIMUM 98%OF DRY DENSITY) ROAD BASE.

VA

RIES

ENGINEERING FILL TYPE A TO GEOTECHNICALREPORT RECOMMENDATIONS.

BACKFILL TO ACHIEVE MINIMUMCBR 30 FOR ROAD CONSTRUCTION.

ROAD BASE TOP

1000 GAUGE POLYTHENE SHEET(TYP).REFER TO SPECIFICATION FOR DETAILS. M

AIN

CO

NTR

AC

TOR

SCO

PESO

IL IM

PRO

VEM

ENT

EXIS

TING

FSL

MA

IN C

ON

TRA

CTO

R SC

OPE

FSL

SOIL

IMPR

OV

EMEN

TEX

ISTIN

G

LEGEND - SITE LEVELS

FFL FINISHED FLOOR LEVEL

EXL EXISTING LEVEL

FPL FINISHED PAVING LEVEL

STATUS

GENERAL NOTES:

KEYPLAN

HALLIBURTON UAE CONSOLIDATIONICAD-II, ABU DHABI

MUSAFFAH SOUTH ICAD II 106HR9 + 107GR12

PROPOSED NEW INDUSTRIAL DEVELOPMENTCONSISTING OF WORKSHOP (G+MEZZ),LAB, PLANTS AND STORAGE FACILITIES

AS BUILT

SPEC REFSPEC REFMATERIALS AND FINISHES - PLANS

ROAD MARKING (FUTURE) Q10

INTERLOCKING BRICK / BLOCK PAVING Q24

ROAD TOPPING AS PER CIVIL ENGINEER'S DETAILS -

RETAIN AS PER EXISTING (NO CONSTRUCTION ACTIVITY) -OUTDOOR STORAGE YARD AREA -

ALL EXTERNAL WORKS DESIGNS ARE INDICATIVE AND TO BE CONFIRMED BY SPECIALIST.

NOTE - EXTERNAL WORKS

600mm DI LINE / WD_MAIN PIPE (AS PER ADDC PDF LAYOUT)

MANHOLE

ETISALAT LINE

ETISALAT MANHOLE

UNDERGROUND SERVICES NOTES & LEGEND:

MH

ETC-MH

G1

--