EXISTING ROADWAY RA STORAGE 6 HEAVY DUTY PARKING WORKSHOP BUILDING LINE OF CHAIN LINK FENCE STAFF BUS DROP OFF PLOT LIMIT PLOT LIMIT PLOT LIMIT PLOT LIMIT PLOT LIMIT PLOT LIMIT PLOT LIMIT PLOT LIMIT PLOT LIMIT PORTAL FUEL ISLAND EXIT EXL +3.030 FPL +3.000 EXL +2.870 FPL +2.950 PORTACABIN GUARDHOUSE EXL +2.680 FFL +3.100 EXL +2.790 FFL +3.500 EXL +2.630 FFL +2.950 EXL +3.180 FFL +3.100 PORTACABIN GUARDHOUSE & FCC EXL +2.640 FPL +2.950 EXL +2.890 FPL +2.950 EXL +3.140 FPL +2.950 EXL +2.490 FPL +2.950 EXL +2.570 FPL +2.950 EXL +2.740 FPL +2.950 EXL +3.020 FPL +2.900 EXL +2.810 FFL +2.950 EXL +3.030 FPL +2.850 EXL +3.000 FPL +2.900 EXL +2.990 FPL +2.900 EXL +3.050 FPL +2.800 EXL +2.940 FPL +2.900 EXL +2.700 FPL +3.000 EXL +2.690 FPL +2.950 EXL +2.820 FPL +2.850 EXL +3.230 FPL +2.750 EXL +2.920 FPL +2.750 EXL +2.740 FPL +2.800 EXL +2.510 FPL +2.850 EXL +2.790 FPL +2.900 EXL +2.800 FPL +3.000 EXL +2.910 FPL +2.950 EXL +3.010 FPL +3.000 EXL +2.870 FPL +2.900 EXL +2.850 FFL +2.850 EXL +2.460 FPL +2.900 EXL +2.160 FFL +3.000 EXL +3.080 FPL +3.020 EXL +3.040 FPL +3.000 EXL +2.990 FPL +2.870 BAROID BUNDED STORAGE EXL +3.160 FPL +3.000 EXL +2.980 FPL +2.950 SDL / MWD YARD WPS CALIBRATION PAVED YARD AREA PML SHADED STORAGE AREA PROBE CALIBRATION YARD PROBE CALIBRATION CABIN 20335 64829 317616 30000 54737 37327 189583 489824 E 242163.151 N 2687568.328 E 241673.327 N 2687568.512 E 241673.343 N 2687610.696 E 241685.243 N 2687622.587 E 241687.473 N 2687625.686 E 241688.550 N 2687630.564 E 241726.651 N 2687900.200 E 241775.152 N 2687951.029 E 241922.339 N 2687950.974 E 241922.316 N 2687890.974 E 241982.316 N 2687890.951 E 241982.339 N 2687950.951 E 242075.347 N 2687950.916 1 A 1 A 1 A D 18 3 C 2 E 1 A 3 C 1 A D 2 E 241760.152 N 2687740.911 E 241760.152 N 2687757.911 E 241847.202 N 2687709.679 E 241908.039 N 2687911.148 E 241898.039 N 2687935.948 E 241898.039 N 2687911.148 1 7 A C E 241989.531 N 2687929.229 E 241989.531 N 2687910.729 E 241998.881 N 2687929.229 E 241998.881 N 2687910.729 E 241791.542 N 2687839.932 E 241918.782 N 2687839.932 E 241791.542 N 2687788.702 E 241918.782 N 2687788.702 E 241703.277 N 2687758.878 E 241714.677 N 2687758.878 E 241703.277 N 2687734.878 E 241714.677 N 2687734.878 49240 78082 24000 104314 19868 42184 E 241773.152 N 2687757.911 E 241773.152 N 2687740.911 E 241847.202 N 2687731.669 E 241698.577 N 2687750.728 E 241700.677 N 2687758.578 FLUIDS LAB BUILDING E 241820.337 N 2687846.232 E 241820.337 N 2687782.402 E 241814.987 N 2687843.732 E 241814.987 N 2687784.902 E 241887.837 N 2687846.232 E 241882.487 N 2687843.732 E 241887.837 N 2687782.402 E 241882.487 N 2687784.902 RETAIN AS PER EXISTING (NO CONSTRUCTION ACTIVITY) RETAIN AS PER EXISTING (NO CONSTRUCTION ACTIVITY) ACID PLANT BASE SCRAP YARD 2000 Sq. M OPEN YARD SPACE ALLOCATED TO CMT. SPERRY OUTDOOR STORAGE AREA 1 8 A C E 241925.802 N 2687757.261 E 241925.802 N 2687708.561 E 241872.602 N 2687708.561 E 241872.602 N 2687757.261 SKIDS PARKING SUBSTATION TRUCK WASH BAY OIL SEPARATOR BULK CEMENT PLANT TRUCK LOADING ADMIX WAREHOUSE TRUCK EXIT EXL +2.710 FFL +3.100 WATERTANK EXL +2.500 FFL +3.100 PUMP ROOM 3 1 A B EXL +2.810 FFL +2.950 EXL +2.660 FFL +3.100 EXL +2.800 FFL +2.800 EXL +2.800 FFL +2.800 EXL +2.700 FFL +1.800 EXL +2.700 FFL +2.800 ENTRY SHADING STRUCTURE ABOVE WALKWAY WPS CALIBRATION AREA 6000 3000 6000 3000 6000 34 EQUAL COLUMN SPACES @ 6.0M APART = 204000 5175 175 175 2002 FPL +3.300 GATE LEVEL LINE OF CHAIN LINK SLIDING GATE 650 6000 FPL +3.300 GATE LEVEL 38001 E 241688.650 N 2687886.200 E 241726.651 N 2687886.200 E 242125.276 N 2687885.944 E 242163.276 N 2687885.944 ETCMH ETCMH WMH WMH ETCMH WMH WMH WMH ETCMH 24000 6000 MAX 6000 MAX WMH 1661 546 LINE OF POST FOOTING U/G 2647 3133 E 242125.276 N 2687900.951 E 241908.039 N 2687935.948 E 241895.589 N 2687948.834 E 241914.989 N 2687948.834 E 241895.589 N 2687938.384 E 241914.989 N 2687938.384 14000 E 241910.965 N 2687884.451 E 241903.915 N 2687884.451 E 241903.915 N 2687874.401 E 241910.965 N 2687874.401 E 241924.665 N 2687884.964 E 242049.613 N 2687915.401 E 242049.613 N 2687890.951 E 242086.013 N 2687915401 E 242086.013 N 2687890.951 E 241798.402 N 2687732.244 E 241844002 N 2687732.244 E 241844001.809 N 2687757683.466 E 241800.252 N 2687709.649 E 241800.252 N 2687731.669 EXL +2.500 FFL +3.100 ELECTRICAL ROOM 36330 8300 ELECTRICAL ROOM 3000 50000 3000 50000 12.0 X12.0 M RCC. PLATFORM 40000 50000 E 2417496.518 N 2687839.317 E 2417896.518 N 2687839.317 E 241789.651 N 2687789.317 E 241749.651 N 2687789.317 PVC. TENT - TYPE 2 60800 50000 27000 E 242114.261 N 2687839.317 E 242114.261 N 2687789.317 30000 50000 B&C 1500 Sq. M OPEN YARD (NO CONTAINMENT) 12000 20000 20000 20000 E 242094.261 N 2687839.317 20000 3975 3975 50000 20000 1025 3975 E 241848.226 N 2687757.910 E 241868.226 N 2687757.910 E 241868.226 N 2687707.910 E 241848.226 N 2687707.910 400 400 1000 E 242094.261 N 2687789.317 E 242093.861 N 2687839.317 E 242073.861 N 2687839.317 E 242093.861 N 2687789.317 E 242073.861 N 2687789.317 E 242073.461 N 2687839.317 E 242053.461 N 2687839.317 E 242073.461 N 2687789.317 E 242053.461 N 2687789.317 E 242052.461 N 2687839.317 E 242022.561 N 2687839.317 E 242052.461 N 2687789.317 E 242022.461 N 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 241782.151 N 2687754.281 E 241794.151 N 2687754.281 E 241782.151 N 2687742.281 E 241794.151 N 2687742.281 SECTION SCALE 1:20 G1 - REF. PLAN 300 500 125 3Y10 Y10-200 3Y10 LEVEL G (NADD) IMPROVED SOIL UNDER SLABS ON GRADE VIA DYNAMIC COMPACTION MINIMUM ALLOWABLE SOIL BEARING PRESSURE 50kPa (MAXIMUM SETTLEMENT 10mm) 1000 GAUGE POLYTHENE SHEET(TYP). REFER TO SPECIFICATION FOR DETAILS. 250 mm THICK(COMPACTED TO MINIMUM 98% OF DRY DENSITY) ROAD BASE. VARIES ENGINEERING FILL TYPE A TO GEOTECHNICAL REPORT RECOMMENDATIONS. BACKFILL TO ACHIEVE MINIMUM CBR 30 FOR ROAD CONSTRUCTION. ROAD BASE TOP 1000 GAUGE POLYTHENE SHEET(TYP). REFER TO SPECIFICATION FOR DETAILS. MAIN CONTRACTOR SCOPE SOIL IMPROVEMENT EXISTING FSL MAIN CONTRACTOR SCOPE FSL SOIL IMPROVEMENT EXISTING LEGEND - SITE LEVELS FFL FINISHED FLOOR LEVEL EXL EXISTING LEVEL FPL FINISHED PAVING LEVEL STATUS GENERAL NOTES: KEYPLAN HALLIBURTON UAE CONSOLIDATION ICAD-II, ABU DHABI MUSAFFAH SOUTH ICAD II 106HR9 + 107GR12 PROPOSED NEW INDUSTRIAL DEVELOPMENT CONSISTING OF WORKSHOP (G+MEZZ), LAB, PLANTS AND STORAGE FACILITIES AS BUILT SPEC REF SPEC REF MATERIALS 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 --