Page 49 - THE JOURNEY

02 This project entails the design and construction of a group of steel sheds ENTRY 12000 ±0.00 M. P.L. GATE LEVEL TO BE 30CM ABOVE 36 60 19 00 15 00 64 50 F.F .L. + 0 .15 M . 67 60 64 50 + 0 .15 M . F.F .L. 84 20 5500 5500 5500 5500 5500 5500 5500 5500 5500 5500 5500 ENTRY ±0.00 M. P.L. AT EXISTING ROAD =±0.00 ENTRY ±0.00 M. GATE LEVEL TO BE 30CM ABOVE 64 50 BLOCK-G 64 50 F.F .L. + 0 .15 M .

AT EXISTING ROAD =±0.00
AT EXISTING ROAD =±0.00
48 50
P.L.
15 00
14 60
1500
48 50
GATE LEVEL TO BE 30CM ABOVE
36 60
+ 0 .15 M .
F.F .L.
PROP. SUBSTATION
on a 92,903.04-square-meter plot in Jabal Ali, Dubai. The development
2500
AT EXISTING ROAD =±0.00
F.F.L
2500
2500
consists of four large steel sheds, each subdivided into smaller store units 4000 13000 35 2500 2500 34 2500 2500 2500 2500 33 12.00 38 5500 32 2500 2500 39 2500 2500 40 30 2500 2500 5500 2500 2500 2500 2500 2500 2500 5500 2500 2500 45 25 2500 2500 2500 2500 5500 2500 2500 2500 2500 2500 2500 50 5500 20 2500 5700 2500 2500 7320 3620 2000 1920 2000 2500 2500 +0.45 M. F.F.L 2500 5460 15 2500 2500 5460 2500 7520 1800 2500 3000 +0.45 M. F.F.L 2500 2500 10 5860 2500 2500 2500 5860 2500 1800 1045 1045 2500 4760 1205 1800 F.F.L +0.45 M. 1065 2500 +0.15 M. 3220 600 5300 163.96 03 1065 +0.45 M. 1065 1800 4760 F.F.L 02 2500 1185 1045 01 2500 1800 +0.15 M. 3660 F.F.L 3660 2520 2500 2100 8420 +0.45 M. F.F.L 3000 7520 1800 5460 5460 +0.45 M. F.F.L 7320 1920 3620 2000 2000 2500 1658 5700 12000 12000 1500 15 00 14 60 19 00 15 00 2500 67 60 35 34 2500 33 2500 2500 32 84 20 2500 5500 2500 3
35.19 12.00
12.00
to maximize functionality and cater to diverse tenant needs. 13000 51.09 ±0.00 M. P.L. 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500
13000
186 190 230 110 110 110 190 38 39 40 45 50 1658
230 86.7 450 190 586 110 186 110 110 110 110 110 110 110 110 110 110 110 110 190 15.9 86.33 AREA= 22015M 2 /236967 FT 2 190 110 110 110 110 110 110 110 110 110 110 110 110 110 586 110 186 230 190 450 1800 2000 F.F.L +0.45 M. 1220 2000 7520 5120 3820 6560 2503 3000 R9.00 5500 5500 5500 5500 5500 3620 3620 7320 7 20 3 5460 5 4 60 5460 5 60 4 7520 7520 3000 3 0 00 0.4 +0.45 M. + F.F.L F.L F. 5 M . 8 5860 5 60 6 6380 80 3 4240 4 2 40 1800 1800 1 1800 8 1 1800 1 8 1800 8 1 0 1065 00 00 00 1314 1314 65 1314 1314 1314 1314 +0.15 M. 3220 + 3220 600 600 0.1 5 M F. F.F.L . F.L 2 5 2500 00 1065 1 0 65 1065 1800 1 65 0 1800 6 4620 4 1045 1 20 45 0 1 1045 0 45 1800 1800 + +0.15 M. 3800 3 0.1 5 M F.F.L F. 3800 3 00 8 . F.L 8 00 2520 2520 2500 2500 8 8420 4 20 + 0.4 +0.45 M. 3 3000 5 M F.L F. F.F.L 0 00 . 7520 7520 4 5460 5 60 5 5460 4 60 7320 7 20 3 3620 3620
v
02-6 The project emphasizes efficient design and construction techniques, 13000 277.92 50.63 1540 2040 WATER TANK MECHANICAL ACCESS OPENING AS PER DESIGN WATER TANK BELOW 190 7720 7720 1540 2040 7720 110 110 186 1540 2040 WATER TANK MECHANICAL PER DESIGN OPENING AS 230 3000 ACCESS 7000 190 2650 F.F.L +0.45 M. 5300 5620 2500 4920 600 2190 2230 2500 3220 F.F.L 4000 1800 1800 +0.15 M. 1045 1045 1065 1065 1065 1065 1800 1250 1045 3160 1045 F.F.L +0.15 M . 2520 200 3000 8000 7820 3160 2100 12840 8000 12.00 T.O.P 4000 5700 5700 2500 00 2 5 2000 2000 2000 2000 1920 1 20 9 +0.45 M. + F. F.F.L 0.4 F.L . 5 M 1800 1800 0.4 + +0.45 M. F.L F. F.F.L 1800 8 1 5 M 00 . 1314 1314 1314 1314 5300 5300 163.96 2100 2100 1800 1800 +0.45 M. + 5 M 0.4 F.F.L F. . F.L 1 1920 9 20 2000 2000 2000 2000 2500 2 5 00 5700 5700 12000
WAREHOUSE - D
13000
60
2500
00
2
5
5 M
.
+0.45 M.
0.4
+
F.
F.F.L
F.L
JABAL utilizing durable steel structures that ensure longevity, flexibility, and low R8.00 R8.00 9000 9000 21315 28.97 12.00 2000 2000 1500 1500 2000 2000 9000 6 28220 8.25 23250 6 9000 9000 28220 4000 2500 2500 1500 2000 2000 1500 1500 2000 2000 28520 28220 2000 2000 1500 278.32 186.3 28220 28245 2000 2000 1500 1500 2000 2000 28245 28220 6 8.25 2000 2000 1500 1500 2000 6 2000 28220 22.15 UNDERGROUND WATER TANK 1 & 2 FOR DOMESTIC - FIRE USE - 21315 200 R9.00 R9.00 +9.15 M. FFL. 13000
TOTAL CAPACITY - 50000GAL.(190 M³)
12.00
1500
2000
2000
maintenance. Each shed is strategically planned to optimize space utiliza- 4000 15300 21575 21575 21575 45250 21575 21575 21575 21575 21575 21575 21575 1540 2040 WATER TANK ACCESS 1540 2040 7720 7720 1540 2040 WATER TANK ACCESS 3000 2650 7000 12.00 4.58 12.00 13000 35.19 51.09 PROPOSED G ONLY WAREHOUSE.(GENERAL STORE) ON
BLOCK-D
12.00
ALI tion and provide easy access for storage and operations. R8.00 21315 12.00 21575 2000 2000 1500 1500 2000 2000 28220 21575 9000 9000 28220 4000 2500 2500 21575 1500 2000 2000 1500 1500 2000 2000 28520 21575 28220 21575 2000 2000 1500 1500 2000 2000 28220 12.00 21575 28245 21575 2000 2000 1500 1500 2000 2000 28245 21575 28220 21575 2000 2000 1500 1500 2000 2000 42630 21575 OPENING AS PER DESIGN MECHANICAL 7720 MECHANICAL PER DESIGN OPENING AS R9.00 +7.15 M. SSL. 13000 190 PLOT NO. 5990175, AT JABAL ALI INDUSTRIAL FIRST, ±0.00 M.
P.L.
DUBAI.
The design incorporates essential infrastructure, including loading docks, R8.00 4000 21575 21315 2000 2000 1500 1500 2000 2000 21575 28220 21575 28220 21575 1500 2000 2000 1500 1500 2000 2000 21575 28520 21575 28220 2000 2000 21575 1500 1500 2000 2000 28220 21575 21575 28245 2000 2000 1500 1500 2000 21575 2000 28245 21575 21575 2000 2000 1500 1500 2000 2000 21575 35525 R9.00 11.73 86.7 450 230 230 186 586 110 110 110 110 110 190 15.9 86.33 190 110 110 110 110 110 110 110 110 110 110 186 190 2 2000 0 0 0 1220 1220 2000 00 0 2 5120 5 2 1 0 3820 3820 2503 3000 R9.00
STORES access roads, and utility provisions, ensuring seamless functionality for 15300 21575 21315 2000 2000 1500 1500 2000 2000 21575 28220 21575 28220 21575 2000 2000 1500 1500 2000 2000 21575 28520 21575 28220 2000 2000 21575 1500 1500 2000 2000 28220 21575 21575 28245 2000 2000 1500 1500 21575 2000 2000 28245 21575 21575 2000 2000 1500 1500 2000 2000 21575 28420 1540 2040 WATER TANK ACCESS PER DESIGN OPENING AS MECHANICAL 1540 7720 7720 2040 7720 1540 2040 WATER TANK ACCESS PER DESIGN OPENING AS MECHANICAL 3000 2650 7000 12.00 7.00 13000 190 110 186 110 110 110 110 110 110 110 110 110 110 190 AREA= 21865.04M 2 /235353.308 FT 2 110 110 110 110 110 110 586 186 230 230 450 1800 1 8 0 0 +0.45 M. +0.45 M. F.F.L F.F.L 7 7520 2 5 0 6560 6560
WAREHOUSE (GENERAL STORE) - D
60
tenants. This project supports the industrial and commercial growth in \\100.100.101.70\Data\LOOTAH\CHAIRMAN\PROJECT-107 (599-175) ( Sand Wash )\18-07-2023 Final submission AYA\Final Architectural Submission\1-ARCHL-DRG\2000-A-002-Master Plan.dwg, A-002, 5/12/2024 4:24:56 PM, belalyehya, DWF6 ePlot.pc3, ISO full bleed A0 (841.00 x 1189.00 MM), 1:0.1 R8.00 R8.00 12.00 21312 2000 2000 1500 1500 2000 2000 28220 28220 2000 2000 1500 1500 2000 2000 28520 28220 2000 2000 1500 1500 2000 2000 28220 12.00 28245 2000 2000 1500 1500 2000 2000 28245 28220 2000 2000 1500 1500 2000 2000 28620 R6.00 R9.00 EXIT EXIT GROUND LOBBY LVL. GROUND LVL. 13000 190 190 +0.45 M. +0.45 M. F.F.L F.F.L 5 5620 20 6 4920 4 0 2 9 2190 2190 2230 2230 4000 4000 1 1800 1 1800 8 00 8 00 1045 1045 1045 1045 1065 1065 1065 1065 12.00
Jabal Ali by providing versatile storage and operational spaces tailored 4000 15300 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575 2040 1540 7720 7720 2040 1540 1540 2040 3000 2650 12.00 0.15 +0.15 M. FFL. ± 0.00 M. G.L. 277.92 1540 2040 1540 2040 48.41 7720 7720 1540 2040 3000 2650 5 5300 3 00 2500 2500 600 600 2500 2500 3220 F.F.L 2 F.F.L 3 20 +0.15 M. +0.15 M. 1065 1065 1800 1045 1045 3000 7820 3160 2100
12.00
to meet the needs of businesses in the region. ±0. ±0.00 M. P.L. P . 19.30 R8.00 21575 12.00 21312 2000 2000 1500 1500 2000 2000 21575 28220 21575 28220 21575 2000 2000 1500 1500 2000 2000 21575 28520 21575 9.00 28220 9.00 2000 2000 21575 1500 1500 2000 2000 28220 21575 12.00 21575 28245 2000 2000 1500 1500 21575 2000 2000 28245 21575 1500 2000 2000 28220 21315 21575 WATER TANK ACCESS PER DESIGN MECHANICAL OPENING AS 7720 WATER TANK ACCESS PER DESIGN OPENING AS MECHANICAL 7000 R9.00 ±0.00 M. P.L. GATE LEVEL TO BE 30CM ABOVE AT EXISTING ROAD =±0.00 28.97 6 8.25 6 186.3 6 8.25 6 22.15 WATER TANK TOTAL CAPACITY - 50000GAL.(190 M³) WATER TANK MECHANICAL OPENING AS PER DESIGN ACCESS 7000 1250 3160 +0.15 M . F.F.L 2520 200 8000 200 12840 8000 R9.00
ACCESS
7720
MECHANICAL
OPENING AS
PER DESIGN
.
00 M
WATER TANK BELOW
L.
UNDERGROUND WATER TANK 1 & 2
R8.00
FIRE USE -
FOR DOMESTIC -
12.00
T.O.P
FFL.
9000
+9.15 M.
9000 12.00 9000 23250 9000 9000 4000 2500 2500 1500 278.32
2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 R9.00
R8.00
4.58
21315 28220 28220 28520 28220 28220 28245 28245 28220 28220 21315
COMMERCIAL
+7.15 M. SSL. 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575
BLOCK-C
4000
11.73 PROPOSED G ONLY U A E
15300 45250 WAREHOUSE BLDG. ON PLOT NO. 5990175, AT JABAL 7720 3000
7.00 ALI INDUSTRIAL FIRST, DUBAI. 1540 2040 1540 2040 7720 1540 2040 2650 12.00
12.00
WATER TANK ACCESS WATER TANK ACCESS
SECTION-BB 21315 21575 28220 21575 28220 21575 28520 21575 28220 21575 28220 21575 28245 21575 28245 21575 28220 21575 42630 21575 MECHANICAL OPENING AS 7720 MECHANICAL OPENING AS 7000
\\100.100.101.70\Data\LOOTAH\CHAIRMAN\PROJECT-107 (599-175) ( Sand Wash )\18-07-2023 Final submission AYA\Final Architectural Submission\1-ARCHL-DRG\2000-A-001-Settingout Plan_Rev.dwg, A-001, 5/14/2024 4:09:55 PM, belalyehya, DWF6 ePlot.pc3, ISO full bleed A0 (841.00 x 1189.00 MM), 1:0.1
(SCALE - 1:100 @ A0) PER DESIGN PER DESIGN
GROUND LOBBY LVL. GROUND LVL.
+0.15 M. FFL. ± 0.00 M. G.L.
R8.00 2000 2000 9000 1500 2000 2000 2000 2000 2000 2000 2000 2000 R9.00
0.15 2000 1500 1500 2000 2000 1500 1500 2000 2000 1500 1500 2000 2000 1500 1500 2000 2000 1500 1500 2000
12.00 9000 4000 2500 12.00
T.O.P 2500
+9.15 M. FFL. +9.15 M. FFL. R8.00
2000 2000 1500 1500 2000 2000 1500 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 R9.00
4.58 4.58
T.O.P
+9.15 M. FFL. +7.15 M. SSL. +7.15 M. SSL. +9.15 M. FFL. 21315 28220 28220 28520 28220 28220 28245 28245
11.73 11.73
35525
9.00 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575
7.00 7.00
4.58 GROUND LVL. G.L. GROUND LOBBY LVL. FFL. 0.15 0.15 GROUND LOBBY LVL. FFL. GROUND LVL. G.L. 4.58 4000 BLOCK-B
+0.15 M.
+0.15 M.
± 0.00 M.
± 0.00 M.
PROPOSED G ONLY
15300
+7.15 M. SSL. +7.15 M. SSL. WAREHOUSE BLDG. ON PLOT NO. 5990175, AT JABAL 7720 3000 12.00
7720 1540 1540
ALI INDUSTRIAL FIRST, DUBAI. 2040 2040 2040 2650
1540
11.73 11.73 WATER TANK ACCESS WATER TANK ACCESS
21575 21315 21575 28220 21575 28220 21575 21575 28520 21575 28220 21575 28220 21575 21575 28245 21575 28245 21575 21575 21575 28420 MECHANICAL 7720 MECHANICAL 7000
9.00 OPENING AS PER DESIGN OPENING AS PER DESIGN
7.00 7.00
SECTION-BB 2000 1500 1500 2000 2000 1500 1500 2000 2000 1500 1500 2000 2000 1500 1500 2000 2000 1500 1500 2000
(SCALE - 1:100 @ A0) R8.00 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 R9.00
GROUND LVL. GROUND LOBBY LVL. GROUND LOBBY LVL. GROUND LVL. 12.00 12.00
+0.15 M.
FFL.
+0.15 M.
ELEVATION-D ± 0.00 M. G.L. 0.15 0.15 ± 0.00 M. G.L. EXIT EXIT
FFL.
(SCALE - 1:100 @ A0) R8.00 R6.00
2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000
21312 28220 28220 28520 28220 28220 28245 28245 28220 28620
21575 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575 21575
BLOCK-A
4000
T.O.P T.O.P
+9.15 M. FFL. +9.15 M. FFL. PROPOSED G ONLY
12.00
2.00 2.00 15300 12.00
+7.15 M. SSL. +7.15 M. SSL. WAREHOUSE BLDG. ON PLOT NO. 5990175, AT JABAL 7720 3000
9.15 9.15 ALI INDUSTRIAL FIRST, DUBAI. 1540 2040 1540 2040 7720 1540 2040 2650
7.00 550 7.00 WATER TANK WATER TANK
ACCESS ACCESS
3000 19.30 7000
GROUND LVL. GROUND LOBBY LVL. FFL. +0.15 M. GROUND LOBBY LVL. GROUND LVL. 21575 21312 21575 28220 21575 28220 21575 21575 28520 21575 28220 21575 28220 21575 21575 28245 21575 28245 21575 28220 21315 21575 MECHANICAL 7720 MECHANICAL
FFL.
+0.15 M.
± 0.00 M. G.L. ± 0.00 M. G.L. OPENING AS PER DESIGN OPENING AS PER DESIGN
0.15 0.15
R8.00 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 2000 2000 1500 1500 2000 2000 1500 2000 2000 R9.00 GATE LEVEL TO BE 30CM ABOVE
T.O.P AT EXISTING ROAD =±0.00
+9.15 M. FFL.
4.58 4.58 12.00 12.00
±0.00 M. 00 M . 9.00 ±0.00 M.
±0.
+7.15 M. SSL. +7.15 M. SSL. P P.L. L . . 9.00 P.L.
11.73 11.73
7.00 7.00
GROUND LOBBY LVL. GROUND LOBBY LVL.
GROUND LVL. GROUND LVL.
± 0.00 M. G.L. +0.15 M. FFL. +0.15 M. FFL. ± 0.00 M. G.L.
0.15 0.15
T.O.P T.O.P
+9.15 M. FFL. +9.15 M. FFL.
2.00 2.00
+7.15 M. SSL. +7.15 M. SSL.
ELEVATION-D GROUND LVL. G.L. GROUND LOBBY LVL. FFL. 7.00 0.15 9.15 550 3000 9.15 7.00 0.15 GROUND LOBBY LVL. GROUND LVL. G.L.
+0.15 M.
+0.15 M.
± 0.00 M.
FFL.
± 0.00 M.
\\100.100.101.70\data\LOOTAH\CHAIRMAN\PROJECT-107 (599-175) ( Sand Wash )\18-07-2023 Final submission AYA\Final Architectural Submission\1-ARCHL-DRG\2000-A-403-Block-D Section.dwg, A-403, 4/8/2024 10:46:01 AM, 107868, DWF6 ePlot.pc3, ISO full bleed A0 (841.00 x 1189.00 MM), 1:0.1 (SCALE - 1:300 @ A0)
(SCALE - 1:100 @ A0) \\100.100.101.70\data\LOOTAH\CHAIRMAN\PROJECT-107 (599-175) ( Sand Wash )\18-07-2023 Final submission AYA\Final Architectural Submission\1-ARCHL-DRG\2000-A-403-Block-D Section.dwg, A-403, 4/8/2024 10:46:01 AM, 107868, DWF6 ePlot.pc3, ISO full bleed A0 (841.00 x 1189.00 MM), 1:0.1
ELEVATION-C
(SCALE - 1:325 @ A0)
SECTION-AA
SECTION-AA
(SCALE - 1:300 @ A0)
T.O.P
+9.15 M. FFL. +9.15 M. FFL.
4.58 4.58
+7.15 M. SSL. +7.15 M. SSL.
11.73 11.73
7.00 7.00
GROUND LOBBY LVL. GROUND LOBBY LVL.
GROUND LVL. GROUND LVL.
± 0.00 M. G.L. +0.15 M. FFL. +0.15 M. FFL. ± 0.00 M. G.L.
0.15 0.15
T.O.P ELEVATION-B
+9.15 M. FFL.
(SCALE - 1:100 @ A0)
4.58 4.58
+7.15 M. SSL. +7.15 M. SSL.
11.73 \\100.100.101.70\Data\LOOTAH\CHAIRMAN\PROJECT-107 (599-175) ( Sand Wash )\18-07-2023 Final submission AYA\Final Architectural Submission\1-ARCHL-DRG\2000-A-402-Block-D Elevation.dwg, A-402, 5/13/2024 11:01:42 AM, belalyehya, DWF6 ePlot.pc3, ISO full bleed A0 (841.00 x 1189.00 MM), 1:0.1 11.73
7.00 7.00
GROUND LVL. GROUND LOBBY LVL. GROUND LOBBY LVL. GROUND LVL.
± 0.00 M. G.L. +0.15 M. FFL. +0.15 M. FFL. ± 0.00 M. G.L.
0.15 0.15
+9.15 M. FFL. +9.15 M. FFL. +9.15 M.
4.58 4.58
+7.15 M. SSL. +7.15 M. SSL. +7.15 M.
11.73 11.73
7.00 7.00
GROUND LOBBY LVL. GROUND LOBBY LVL. GROUND LO
GROUND LVL. +0.15 M. FFL. +0.15 M. FFL. GROUND LVL. GROUND LVL. +0.15 M.
± 0.00 M. G.L. ± 0.00 M. G.L. ± 0.00 M. G.L.
0.15 0.15
ELEVATION-A
(SCALE - 1:325 @ A0)
ELEVATION-C
(SCALE - 1:325 @ A0)
\\100.100.101.70\Data\LOOTAH\CHAIRMAN\PROJECT-107 (599-175) ( Sand Wash )\18-07-2023 Final submission AYA\Final Architectural Submission\1-ARCHL-DRG\2000-A-402-Block-D Elevation.dwg, A-402, 5/13/2024 11:01:42 AM, belalyehya, DWF6 ePlot.pc3, ISO full bleed A0 (841.00 x 1189.00 MM), 1:0.1
T.O.P
+9.15 M. FFL. +9.15 M. FFL.

4.58 4.58
+7.15 M. SSL. +7.15 M. SSL.
11.73 11.73
7.00 7.00

GROUND LVL. GROUND LOBBY LVL. GROUND LOBBY LVL. GROUND LVL.
+0.15 M.
+0.15 M.
FFL.
FFL.
± 0.00 M. G.L. ± 0.00 M. G.L.
0.15 0.15

ELEVATION-B

(SCALE - 1:100 @ A0)

+9.15 M. FFL. +9.15 M. FFL. +9.15 M.

4.58 4.58
+7.15 M. SSL. +7.15 M. SSL. +7.15 M.
11.73 11.73

7.00 7.00

GROUND LOBBY LVL.
GROUND LVL. GROUND LOBBY LVL. +0.15 M. FFL. GROUND LVL. GROUND LVL. GROUND LO
+0.15 M.
FFL.
+0.15 M.
± 0.00 M. G.L. ± 0.00 M. G.L. ± 0.00 M. G.L.
0.15 0.15

ELEVATION-A

(SCALE - 1:325 @ A0)