=7%
20
SERVICE ENTRANCE
VAR.
Mecca
=7%
FLOOR TO WALL DETAILS 20
20 MM THICK PLASTER MASONRY BLOCK WALL
W
20 MM THICK PLASTER WITH EPOXY PAINT FINISH
03
A.F.L +2000.08
02
01
S=2%
E
6MM POLYURETHANE DECK COATING 100MM THICK CONCRETE SCREED
A.F.L +2000.35
5600
5600
LEGEND: 01
-FF - POLYURETHANE DECK COATING (This material shall be as per approved supplier, sample & color.)
6X42=2412
RUBBER MAT LANDING
1750
14X400=5600
108
ϟΎ ѧѧѧѧηϣ 203 150
250
S=3% 150
91
200
C
(Refer to approved sample & color in submittal with reference # : KAP5-BEC-00-000-00-291115-MAT-AR-1245-1)
10200
20 MM THICK PLASTER 32mmX5SG. GALVANIZED STEEL SCREW AT 400mm C/C WITH G.S. NEOPRENE WAHSER
MASONRY BLOCK WALL WIRE MESH 150 MM THICK PLASTER CERAMIC GLUE AS PER APPROVED SUPPLIER & MATERIAL SAMPLE
-(CT3.1) 200x200mm FLOOR CERAMIC TILES - "XPT 020 10029" (DARK BLUE ) (This material shall be as per approved supplier, sample & color.)
250 200
4400
150
30
- IG2 -POLISHED 20 mm "NAJRAN BROWN "
W.F.L+2000.56
F.F.L +1999.43 C.F.L +1999.33
3x400=1200 350 250
903
150
W.F.L +2000.62
F.F.L +1999.45 C.F.L +1999.35
150
400
250
4.M
200x200 MM CERAMIC WALL TILE GLUED TO PLASTER 200x200 MM CERAMIC FLOOR TILE AS PER APPROVED SUPPLIER AND SAMPLE 20 MM THICK MORTAR
-CS4 - CONCRETE SCREED FINISH WITH EPOXY PAINT (This material shall be as per approved supplier, sample & color.)
CAST IN PLACE CONC. PAVING 1000X1000MM
50x50 MM CONCRETE CHAMFER CEMENT AND SAND BED WATERPROOFING MEMBRANE AS PER APPROVED SUPPLIER AND SAMPLE 500MM HEIGHT
03
0001AR222
STRUCTURAL SLAB
D
C.F.L +1997.73
CERAMIC TO CERAMIC DETAIL
S=6%
4
KEYPLAN: ZONE : SHABAA'A-ASIIR
VAR.
19x400=8000
20
Scale: 1:5
(Refer to approved sample & color in submittal with reference # : KAP5-BEC-00-000-00-291115-MAT-AR-1245-1)
200
200
C.F.L +1997.95
STONE TO STONE DETAIL
3
-IG1.1 - POLISHED 30 mm "INCENT BROWN" GRANITE(For Threads)
203
5.B
8.C
B
VAR.
STRUCTURAL SLAB
(Refer to approved sample & color in submittal with reference # : KAP5-BEC-00-000-00-291115-MAT-AR-1245-1)
2500
150
4X400=1600
F.F.L +1999.45 C.F.L +1999.35
30X203=6090
102
150
HOLDING TANK
250
A.F.L +2000.47
250
200
8.C
CEMENT AND SAND BED
-IG1.1 - POLISHED 20 mm "INCENT BROWN" GRANITE
25X203=5075
600
402
1750
4.M
20
20MM THICK MORTAR
(Refer to approved sample & color in submittal with reference # : KAP5-BEC-00-000-00-291115-MAT-AR-1245-1)
12X402=4824
F.F.L +2000.95 C.F.L +2000.85
S=0.7%
28X203=5684
ϡϠ ѧѧѧѧγ
402
STONE FLOOR TILES ON MORTAR BED AS PER APPROVED SUPPLIER AND SAMPLE
500
402 128
278
102
3000
198
4X402=1608
S=1.5%
F.F.L +2000.93 C.F.L +2000.85
64
-ANY MISSING SADDLE WE WILL SUBMIT A DETAIL FOR IT AFTER APPROVED THE POLYURETHANE DECK COATING
100X20MM STONE BASE AS PER APPROVED SUPPLIER AND SAMPLE
-IG1 - POLISHED 30 mm "SAUDI PINK" GRANITE (For Threads)
1.A
400 250
402
388
388 402
F.F.L +1999.45 C.F.L +1999.35
20
MASONRY BLOCK WALL
(Refer to approved sample & color in submittal with reference # : KAP5-BEC-00-000-00-291115-MAT-AR-1245-1)
A
134
86 402 255 402
141
-IG1 - POLISHED 20 mm "SAUDI PINK" GRANITE
F.F.L +1999.95 C.F.L +1999.85
VAR.
20 MM THICK PLASTER
100 MM
A
W.F.L +2000.49
ϡϠ ѧѧѧѧγ
20
GALVANIZED STEEL PLASTER STOP
200
W.F.L +2000.27
- ALL DIMENSIONS SHOWN HERE ARE IN MILLIMETERS AND ALL LEVELS ARE IN METERS UNLESS OTHERWISE NOTED
Scale: 1:5
VAR.
W.F.L +2000.33
BOLLARDS
2
NOTES:
100
W.F.L +1998.62
W.F.L +2000.24
POLYURETHANE DECK COATING TO PLASTER DETAIL
VAR.
A.F.L +2000.34
A.F.L +2000.18
20
A.F.L +2000.09
STRUCTURAL SLAB
0001AR211
100 MM
C
0001AR203
S
100 MM
3000
6
14200
20 20
04
0003
0000
Scale: 1:5
0005 PUMP ROOM
B
0001AR202
ﻣدﺧل
02
0001AR211
F.F.L +1999.45 C.F.L +1999.35
1775
W.F.L+1999.82
1300
4200
1000
0001 KIOSK 2
TILING DETAILS
23700
4400
02
0001AR211
MAIN BUILDING
D
0001AR204
0002 203
1925
203
203
203
402
402
Mecca
N
0004
W E
150
S
ϡϠ ѧѧѧѧγ
F.F.L +1999.35 C.F.L +1999.25
REV
203
18100
1.A
MODIFICATIONS
E
250
400
W.F.L+1999.47
W.F.L +1999.96
Implementation of GIJV Comments
DATE
BY
15/08/2017
M.F
402
FLOOR MAT
203
4400
F.F.L +1999.45 C.F.L +1999.35
200
900
400
900
03
DESCRIPTION
200
3
200
3
200 2
400
400
S=0.5%
3
402
A
ELECTRICAL ROOM
400
200
F
203
2
3
REFERENCES DWG. TYPE AR AR AR AR AR
DWG. NO.
DWG. TITLE
0001-AR-701 0001-AR-806 0001-AR-401 0001-AR-402
General Finishes Schedule Door Types and Details Stair 1-Tiling Plans & Details
SUBM. NO.(3597)
GENERAL SADDLE DETAILS
Stair 2-Tiling Plans & Details
203
150mm HEIGHT CONCRETE CURB (TYP.)
S=0.5%
S=6%
5000
S=0.5%
S=0.5%
ϑ ѧѧϗϭϣ
CLIENT:
04
0001AR222
7
8
Scale: 1:5
G
W.F.L +1999.43 A.F.L +1999.26
TYPICAL CERAMIC TILING DETAIL 400
TYPICAL PORCELAIN TILING DETAIL PROJECT TITLE:
Scale: 1:5
Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Development of the Security Facilities For MOI KAP5-G4
400
A.F.L +1999.26
W.F.L +1999.41
A.F.L +1999.24 W.F.L +1999.41
OWNER'S REPRESENTATIVE: F.F.L +1999.50
01
0001AR221
A
0001AR201
01
400
W.F.L +1999.35 400
KIOSK (1)
02
0001AR211
MAIN CONTRACTOR:
0001AR221
A.F.L +1999.20 W.F.L +1999.13
400
400
W.F.L +1999.03
S=0.5%
A.F.L +1998.88
W.F.L +1998.96
W.F.L +1999.22
DRAWING TITLE:
A.F.L +1999.07
S=1.44%
A.F.L +1998.93
S=1.44%
400
A.F.L +1998.79
400
SITE 188-PROTOTYPE 37-CIVIL DEFENSE SQUAD (SMALL TYPE) - MAIN BUILDING (0001)
GROUND FLOOR - TILING PLAN
ϲѧѧѧѧѧο έϷ έϭΩѧѧѧѧѧϠ ϟ ϲѧѧѧѧѧϘ ϓ ρϘ ѧѧѧѧѧγϣ
DRAWING NO.
1
GROUND FLOOR - TILING PLAN
KAP5-BEC-D3-188-37-DWG-SD-0001-ID-201-03
SCALE A.S.
A0
APPROVER
ELK
SENIOR DESIGNER
CHECKER
FAA
SENIOR SHOP DRAWING
0001-ID- 201
REVISION: 03
Scale: 1:50
9
TYPICAL GRANITE TILING DETAIL Scale: 1:5
ELS
E.H
43
E.H
44
HOUSING FENCE
E.H
W S E.H
S.H 45
S.H 46
S.H 44
S.H 43
S.H 42
S.H 40
S.H 41
S.H 38
S.H 39
S.H 37
S.H 36
S.H 34
S.H 35
S.H 33
S.H 31
S.H 32
S.H 30
S.H 28
S.H 29
S.H 27
S.H 25
S.H 26
S.H 24
S.H 23
S.H 22
S.H 21
S.H 19
S.H 20
S.H 18
S.H 17
S.H 16
S.H 15
S.H 13
S.H 14
S.H 12
S.H 11
S.H 10
S.H 9
S.H 7
S.H 8
S.H 6
S.H 5
S.H 4
S.H 2
S.H 3
46
OUT
IN
S.H 47
45
MATCH LINE - A
SUB-STATION 0043
N
S
S.H 1
214 N
Mecca
SUB-STATION 0043
192.04
192.01
192.11
192.14
192.17
192.21
195.30 T.O.F.
320
360
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
4000
16 S.H
320
13 S.H
14 S.H
15 S.H
320
320
4000
196.10 T.O.F.
196.00 T.O.F.
360 320
320
4000
4000
360
12 S.H
11 S.H
10 S.H
9 S.H
360
320
320
320
320
320
4000
196.10 T.O.F.
360
7 S.H
8 S.H
6 S.H
5 S.H
4 S.H
3 S.H
20000
4000 360
320
320
320
320
196.20 T.O.F.
196.10 T.O.F.
360
4000
4000
4000
320
320
360
320
320
320
320
4000
196.20 T.O.F.
360
1 S.H
2 S.H
NOTES:
20000
4000
4000
360
320
320
196.20 T.O.F.
360 320
320
4000
4000
196.20 T.O.F.
320
320
4000
360
320
320
196.20 T.O.F.
360 320
320
4000
4000
360
320
320
196.20 T.O.F.
360 320
320
320
320
1. ALL DIMENSIONS SHALL ALL IN MILLIMETER UNLESS NOTED OTHERWISE
192.53
192.47
192.41
192.36
192.59
192.65
192.70
192.74
192.77
192.81
192.84
192.88
192.91
192.94
193.04
193.50 T.O.B.
193.05
193.07
193.50 T.O.B.
193.08
193.60 T.O.B.
193.09
193.10
193.60 T.O.B.
193.11
193.13
193.60 T.O.B.
193.14
193.60 T.O.B.
193.15
193.16
193.60 T.O.B.
193.18
193.19
193.60 T.O.B.
320
193.03
320
193.50 T.O.B.
320
193.02
320
193.40 T.O.B.
320
193.00
320
192.98
320
193.40 T.O.B.
320
193.40 T.O.B.
320
193.30 T.O.B.
320
193.30 T.O.B.
320
193.30 T.O.B.
320
193.20 T.O.B.
320
193.20 T.O.B.
320
193.20 T.O.B.
320
193.20 T.O.B.
192.70 T.O.B. 192.26
320
192.70 T.O.B. 192.24
320
320
320
320
17 S.H
20000
196.00 T.O.F.
360
320
192.70 T.O.B.
195.30 T.O.F.
360 320
360
18 S.H
19 S.H
20 S.H
21 S.H 20000 4000
4000
196.00 T.O.F.
195.90 T.O.F.
360
22 S.H
4000
4000
360
23 S.H
320
320
4000
195.90 T.O.F.
360
320
360
320
360
24 S.H
25 S.H
26 S.H
320
320
195.90 T.O.F.
195.80 T.O.F.
360
27 S.H 20000 4000
4000
4000
4000
195.80 T.O.F.
360
28 S.H
29 S.H
320
192.70 T.O.B.
195.30 T.O.F.
360 320
4000
360
30 S.H
31 S.H
320
320
4000
195.80 T.O.F.
360
32 S.H
33 S.H
4000
4000
2641
195.80 T.O.F.
2641
34 S.H
35 S.H
320
192.60 T.O.B. 192.07
360
320
4000
36 S.H
320
320
4000
37 S.H
38 S.H
39 S.H
320
195.30 T.O.F.
320
320
320
320
320
192.60 T.O.B.
4000
195.20 T.O.F.
360 320
320
4000 360 320
320
4000
195.20 T.O.F.
4000
40 S.H
320
20000 4000
20000 4000
41 S.H
320
42 S.H
320
43 S.H
320
44 S.H
320
45 S.H
46 S.H
320
47 S.H
SITE GRADING PLAN Submittals Number KAP2E2-SD-CIV-25H-SITE-2030-1
193.20
Elevation
D.T.O.
DISTANCE TO ORIGIN
SPACING
DISTANCE BETWEEN AXES
INT. LEV.
INTERNAL & EXTERNAL . LEVEL
N.G.L.
NATURAL GROUND LEVEL
MATCH LINE - A
MATCH LINE - B
NGL
SUB-STATION 0042
GATE
MASTER ORIENTATION:
N
E
W
S
Mecca
MARKET SUPER
6
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
2
0070 Staircase
A-LAYERA-LAYER
UP
UP
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
UP
D
GROUN TANK UNDER WATER0110
UP
UP
A-LAYERA-LAYER
006d
0081
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
UP
0080
006c
3
A-LAYERA-LAYER
AREA
UP
UP
UP
PLAY
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
006e
(2)
UP
UP
UP
A-LAYERA-LAYER
S (3) SHOP
EXTENS
E ROUND PLAYG FUTUR ION
006b
(4) SHOP
SHOP (1)
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
UP UP
DN.
A-LAYERA-LAYER
S
0043
UP
EXTEN
A-LAYERA-LAYER
UP
006f
AREA PLAY
PLAYG FUTURSION
UP
E ROUND
SHOP
(5) SHOP
TION INSPEC ROOM
UP A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
006g 0030
006a
UP
UP UP
UP
A-LAYER
A-LAYER
A-LAYER
UP
UP
0042
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
AREA PLAY
1
ATE SUB-G 0021 A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
006h
SION
GUARD ROOM
UP
UP
E EXTEN UP
S.H 76
FUTUR A-LAYERA-LAYER
AREA PLAY
006i
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
S.H 77
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
S.H 78
UP
S.H 79
S.H 80
0041
UP
S.H 81
0090 STP
S.H 82
S.H 83
STATION
S.H 84
0100 LIFT
S.H 85
SECURITY
0060
UP
A-LAYERA-LAYER
MAIN 0020
GATE
SION E EXTEN FUTUR 0040
GUARD ROOM SEPTIC TANK
4
23
1
UP
0-11
SEPTIC TANK
3
12
0.5%SLOPE
3
0.5%SLOPE
0.5%SLOPE
0.5%SLOPE
1
1
0-1
UP
UP
1
1
1
5
1
12
1
8
9
UP
UP
0-1
1
2 23
UP
1
UP
12
1
UP 12 0.5%SLOPE
1
UP
1
12
1
0.5%SLOPE
-1
-1
UP
UP
2
12
3
2
1
1
UP
8
1
9
UP
01
15
1
0.5%SLOPE
0.5%SLOPE
0.5%SLOPE
0.5%SLOPE
89
1
UP
1
01
0.5%SLOPE
UP
0.5%SLOPE
PART(1)
GUARD ROOM
0.5%SLOPE 0.5%SLOPE
0.5%SLOPE
UP
UP
9 8
123
2 1
1
B02
A
2
1
UP
2
UP
1
UP
1
2
1
1
UP
15
12
0.5%SLOPE
213
0.5%SLOPE
9
8
1
UP
1
0-11
0.5%SLOPE
UP
0.5%SLOPE
UP
12
1
1
12
1
UP
2
1
E SEWAG ENT
TREATM PLANT (STP)
0.5%SLOPE
UP
15
123
12
213
9
8
1
UP
0.5%SLOPE
0.5%SLOPE
0.5%SLOPE
B02
10
S.H 49
56789
S.H 48
10
3
12
G
123
1
B02
10
T
1
K
13
23
1
B02
1
13
B02
SEPTIC TANK
13
A
12
213
UP
3
456
12
15
B02
9
UP
8
0.5%SLOPE
0.5%SLOPE
7
SEPTIC TANK
12
12
1
12
UP
B02
13
T
40
B02
A
S.H 50
40
S.H 51
123
4567
S.H 52
40
S.H 53
40
S.H 54
1
S.H 55
S.H 56
12
1
15
11
12
0.5%SLOPE
0.5%SLOPE
13
1
1
09E
0-11
UP
0.5%SLOPE
0.5%SLOPE
3
0.5%SLOPE
A
AH
1
1
1
12
12
1
2
E 09
40
A
0.5%SLOPE
2
-1
01
21
A
A 09
6
09
24
0.5%SLOPE 0.5%SLOPE
40
24
1
0-11
UP
0.5%SLOPE
A
08
40
AH
1
1
12
12
1
1 2
UP
L
0.5%SLOPE 0.5%SLOPE
08
40
0.5%SLOPE
1
1 2
AH
89
40
UP
1
1
40
0.5%SLOPE
UP
213
12
100.000
21
EL.
15
2 1
1
UP
2
1
UP
78
21
123
1
1
3
9
09
40
1
A
UP
8
A 21
18
09
UP
UP
1
12
21
1
1
D
1234
21
UP
21
78
09
1
40
56
6
D
40
18
H 0.5%SLOPE
11
40
18
456
J
09
1
UP
24
1
18
0.5%SLOPE
1 2 3
0.5%SLOPE
89
40
0.5%SLOPE
0.5%SLOPE
UP
2
2
0.5%SLOPE
1
0.5%SLOPE
A
SEPTIC TANK
21
34
567
18
UP
8
9
8
1
UP
S.H 57
0.5%SLOPE
S.H 58
0.5%SLOPE
S.H 59
S.H 60
S.H 61
1
S.H 62
S.H 63
40
S.H 64
S.H 65
A
S.H 66
1
S.H 67
40
S.H 68
S.H 69
S.H 70
UP
S.H 71
AH
S.H 72
8
S.H 73
S.H 74
4
S.H 75
UP
UP
1
8
1
2
9
1
ST3
UP
1 2
1 2
1
2
1
UP
40
EL. 100.000
0.5%SLOPE
40
08
0.5%SLOPE
24
0.5%SLOPE
40
40
EL. 100.000
0.5%SLOPE
1
-1
UP
0
AH
24 40
08
100.000
A
EL.
L
UP
0-11
1
15
EL. 100.000
08
1
1
1
A
18
UP
17
1
08 18
A
EL. 100.000
21B
E
21B UP
C
21B
2
1
18 0-1
21B
H
1
18
17 21B
21B
E
21B
21B
40
A
21B
21B
B
1 1
2
24
21B
C
40
21B
3
21B
AH
1 08
21-B
08
3 A
B
21B
15
21-B
3
G21
21B
21B
A
21-BE
1
D
A
G21
21-B
E
9
9
G21
G21
21-B
A 21-B
1
21-B
21-B
A
3 1
1
G21
G21
9
9
G21
G21
1
1
G21
G21
D
G21
A
G21
WATER TANK
8
SUB-STATION 0042
360
4000
320
77 S.H
78 S.H
4000
4000
4000
194.10 T.O.F. 320
320
320
194.10 T.O.F.
320
320
320
320
320
75 S.H
76 S.H 2264
3441
2888
320
4000
4000
194.20 T.O.F.
320
320
4000
4000
194.20 T.O.F.
194.10 T.O.F.
360
320
320
320
320
320
320
320
4000
194.20 T.O.F.
360 320
320
320
320
194.30 T.O.F.
194.20 T.O.F.
360 320
320
20000 4000
360
320
320
64 S.H
65 S.H 4000
4000
4000
360
66 S.H
320
320
4000
194.30 T.O.F.
360
320
61 S.H
4000
360
320
62 S.H
63 S.H
320
320
4000
4000
194.40 T.O.F.
194.30 T.O.F.
360 320
320
4000
360
320
320
320
320
4000
194.40 T.O.F.
360
57 S.H
320
320
194.40 T.O.F.
360 320
320
4000
195.20 T.O.F. 320
190.94
190.91
190.88
190.85
190.83
190.80
190.77
190.74
190.71
191.80 T.O.B.
320
320
320
320
320
191.70 T.O.B.
320
320
191.70 T.O.B.
320
320
320
320
190.97
191.70 T.O.B.
49 S.H
48 S.H
360 320
320
195.20 T.O.F.
360
THIS SITE
320
320
4000
4000
195.20 T.O.F.
320
320
360
320
320
360 320
320
320
191.72
191.81
191.84
191.88
192.60 T.O.B.
191.91
192.60 T.O.B.
191.94
CLIENT :
191.97
Kingdom Of Saudi Arabia Ministry Of Interior
190.76
SECURITY PLANNING AND DEVELOPMENT AGENCY KAP2E2 PROJECT
ELEV = 190.700
191.00
191.60 T.O.B.
320
191.02
320
191.05
191.60 T.O.B.
320
320
191.11
191.60 T.O.B. 191.08 320
320
191.60 T.O.B. 191.14 320
191.10
191.50 T.O.B. 191.13 320
191.04
191.50 T.O.B. 191.08
320
191.00
320
191.96
320
190.93
191.50 T.O.B.
320
190.91
320
188.38
320
191.20 T.O.B. 190.74
ELEV = 190.750
191.20 T.O.B. 190.72
191.50 T.O.B.
191.80 T.O.B.
50 S.H
4000
320
192.60 T.O.B. 191.80 T.O.B.
4000
360
360
320
51 S.H
52 S.H 14658
2657
2660
360
53 S.H
54 S.H
55 S.H
320
2245
194.10 T.O.F.
360
2245
193.80 T.O.F.
79 S.H
80 S.H
67 S.H
320
GATE
81 S.H
68 S.H
69 S.H
70 S.H
320
4000
193.80 T.O.F.
82 S.H
71 S.H
56 S.H
320
83 S.H
84 S.H
72 S.H
58 S.H
320
85 S.H
73 S.H
74 S.H
59 S.H
60 S.H
KAP2E2
ENGINEER :
NKY Architects & Engineers
CONTRACTOR :
PROJECT TITLE : APPROVALS CONSULTANT
Project Of Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Developing the Security locations of ministry of interior sectors- KAP2E2
NGL
DRAWING TITLE :
DORMITORIES TYPE (2) - MAKKAH (ALJOMOM)
CONTRACTOR
SITE FENCE PLAN& ELEVATIONS (1)
CONTRACTOR CONSULTANT
Submittal For Approval
00
18/10/2017
DESCRIPTION
REV
SCALE:
18/10/2017
DRAWN BY
M.Zaiton
A.Abou ElGhar
CHECKED BY
APPROVED BY
SUBMITTAL NO.:
KAP2E2-SD-ARC-25H-SITE-3291-00
AS SHOWN DATE:
DATE
M.ELFateh
DWG.NO. :
KAP2E2-SD-ARC-25H-SITE-1803-00
W Makkah
N
E NOTES: 1.DO NOT SCALE FROM THE DRAWINGS.
2.ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS IN METERS UNLESS NOTED. 3.FOR LEGEND AND ABBREVIATIONS REFER TO SHEET NO. 00-AR-002. 4.FOR FINISHING SCHEDULES REFER TO SHEET NO. 00-AR-702. 5-FOR CEILING DETAILS ,REFER TO DETAIL NO.8 @SHEET NO.00-AR-901 6-FOR LIGHT,HVAC,LIGHT CURRENT AND FIRE FIGHTING FIXTURES PLEASE REFER TO THE SPECIFIED DISCIPLINE DRAWINGS 7-FOR CEILING FINAL LEVELS REFER TO SHOP DRAWING PACKAGE 8- CEILING LEVEL MEASURED FROM F.F.L OF THE SAME FLOOR. C.S.P
C.S.P
C.S.P
C.S.P
C.S.P
C.S.P
C.S.P
C.S.P
C.S.P
C.S.P
KEYPLAN: C.S.P
C.S.P
REFERENCES DWG. TYPE
DWG. NO.
DWG. TITLE GROUND FLOOR PLAN GROUND FLOOR BUILDER WORK OVER ALL GROUND FLOOR REFLECTED CEILING PLAN GROUND FLOOR HVAC WORKS
MODIFICATIONS REV
DESCRIPTION
DATE
BY
C.S.P
C.S.P
C.S.P
CLIENT:
Kingdom of Saudi Arabia Ministry of Interior
C.S.P
C.S.P
Deputy Ministry For Planning And Security Development PROJECT TITLE:
C.S.P
Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Development of the Security Facilities For MOI KAP5-G4 OWNER'S REPRESENTATIVE:
Gesbau 2ACE Consulting Joining With ITAL Consult P.O.BOX: 998 Riyadh: 11372 - TEL: 0112166644 FAX: 0112166644 C.S.P
C.S.P
C.S.P
C.S.P
MAIN CONTRACTOR:
DRAWING TITLE:
WEAPONS AND EXPLOSIVES DEPARTMENT IN CITIES-Prototype -18-ASIR -ABHA(098) Main Building (M25)
GROUND FLOOR REFLECTED CEILING LAYOUT
DRAWING NO.
SCALE
DRAWN BY CHECKED BY
REVISION
THIS DRAWINGS INCLUDES MATERIALS THAT ARE PART OF AND/OR EXTRAPOLATED FROM ORIGINAL DRAWINGS DUE BY OTHER CONSULTANT'S DOCUMENTS .THE REVISION &AMENDMENTS DONE ON SUCH DOCUMENTS ARE DIRECTED BY THE OWNER OF THE PROJECT .HENCE ANY INTELLECTUAL RIGHTS AND/OR COPYRIGHTS ARE ASSUMED PRESERVED AND MAINTAINED BY THE MINISTRY OF INTERIOR.
S
Macca
Macca
N
W
Macca
D
N
W
E
N
W
E
E
ABLUTIONS
S
S
NOTES:
C
S
C
NOTES:
NOTES: * ALL STRUCTURE, ELECTRICAL & MECHANICAL DETAILS & CALCULATIONS WILL BE SUBMITTED LATER IN SEPARATED DRAWING UPON ARCHITECTURE APPROVAL.
* DATUM REFERENCE: AIN ALABD
LEGEND: Site Office Finishing Material : walls: 50 mm steel sandwich panel
Vehicles Circulation
TOILET
p1
p5
WORKERS Circulation
C1
Fence Line
D1
SITE OFFICE PLAN
Doors: Wooden doors with alum. frames
D
Toilet doors: Aluminum doors with alum. frames Windows: Aluminum with glass
LABOR TOILET PLAN
Flooring:18 mm faced plywood +1.5 mm P.V.C. leather floor
LEGEND:
Temporary Objects
Storage Area
Toilet
Toilet
E-242544.643 N-2014189.840
SITE LOCATION scale 1/2000
VIEW 1 NTS
P1
59.89
E-242485.343 N-2014181.478
ELEVATION
SECTION (D - D)
P5
KEYPLAN:
KEYPLAN: Macca
D2
N
W
C2
E
FRONT ELEVATION
KEYPLAN:
A1 TYPICAL GATE & FENCE DETAILS
LABOR TOILET ELEVATION & SECTION
Macca
N
W
E
S
S
Facilities Security Force Category B Asir - Asir Area = 5537.10 m2
Facilities Security Force Category B Asir - Asir Area = 5537.10 m2
Facilities Security Force Category B Asir - Asir Area = 5537.10 m2
93.2 5
Facilities Security Force Category B Asir - Asir Area = 5537.10 m2
88.1 8
REFERENCES DWG. TYPE
DWG. NO.
REFERENCES DWG. TYPE
DWG. TITLE
SK-A-SD-01
TD
SITE DEVELOPMENT PLAN - MODIFIED
P4 E-242508.461 7 . N-2014096.381 25
URBAN SITE LOCATION scale 1/20000
P2 55.50
P3
E-242569.209 N-2014099.888
DESCRIPTION
DATE
BY
VIEW 2 NTS
SIDE ELEVATION
MODIFICATIONS
REV
DESCRIPTION
DATE
BY
00
Submittal for Approval
06/04/2015
ELFateh
Submittal for Approval
04/05/2015
ELFateh
c
Kingdom Of Saudi Arabia Ministry Of Interior
Kingdom Of Saudi Arabia Ministry Of Interior
Deputy Ministry For PLANNING AND SECURITY DEVELOPMENT
Deputy Ministry For PLANNING AND SECURITY DEVELOPMENT
PROJECT TITLE:
DESCRIPTION
DATE
00
Submittal for Approval
BY
Kingdom Of Saudi Arabia Ministry Of Interior Deputy Ministry For PLANNING AND SECURITY DEVELOPMENT
PROJECT TITLE:
PROJECT TITLE:
C4
Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Development of the Security Facilities For MOI KAP5-D
REAR ELEVATION
OWNER'S REPRESENTATIVE:
p4
OWNER'S REPRESENTATIVE: SERVICES DESIGN TECHNOLOGY INTERNATIONAL
JOINT VENTURE GESBAU-ITALCONSULT.
JOINT VENTURE GESBAU-ITALCONSULT.
P.O.BOX: 998 Riyadh: 11372 - TEL: 0112166644 FAX: 0112166644
P.O.BOX: 998 Riyadh: 11372 - TEL: 0112166644 FAX: 0112166644
p2
p3
JOINT VENTURE GESBAU-ITALCONSULT.
- ENGINEERING CONSULTANTS -
www.sdtconsultant.com UK . Lebanon . KSA . Qatar . Dubai
P.O.BOX: 998 Riyadh: 11372 - TEL: 0112166644 FAX: 0112166644
WIDE ROAD 30 m
MAIN CONTRACTOR:
MAIN CONTRACTOR:
MAIN CONTRACTOR:
CONTRACTOR DESIGNER:
CONTRACTOR DESIGNER:
CONTRACTOR DESIGNER:
VIEW 3 NTS
SERVICES DESIGN TECHNOLOGY INTERNATIONAL
SERVICES DESIGN TECHNOLOGY INTERNATIONAL
- ENGINEERING CONSULTANTS -
SERVICES DESIGN TECHNOLOGY INTERNATIONAL
- ENGINEERING CONSULTANTS -
www.sdtconsultant.com UK . Lebanon . KSA . Qatar . Dubai
- ENGINEERING CONSULTANTS -
www.sdtconsultant.com UK . Lebanon . KSA . Qatar . Dubai
www.sdtconsultant.com UK . Lebanon . KSA . Qatar . Dubai
C5 DRAWING TITLE:
DRAWING TITLE:
Facilities Security Force Category B Prototype 55 - Asir - Asir
Map Location
Facilities Security Force Category B Prototype 55 - Asir - Asir
Site Facilities & Circulation Layout
KAP5-BEC-D3-273-55-040515-DWG-GN-AR-0000/00
DRAWING NO.
SITE OFFICE SECTION
DRAWING TITLE:
Facilities Security Force Category B Site No - 273 , Prototype 55 - Asir - Asir
Site Mobilization Details
KAP5-BEC-D3-273-55-060415-DWG-GN-AR-0004/00
DRAWING NO.
04/05/2015 M.Oathman ELFateh
CLIENT:
ش
Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Development of the Security Facilities For MOI KAP5-D
OWNER'S REPRESENTATIVE:
PLOT LAYOUT scale 1/500
KAP-5
CLIENT:
Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Development of the Security Facilities For MOI KAP5-D
KAP5-BEC-D3-273-55-040515-DWG-GN-AR-0005/00
DRAWING NO.
Site Facilities & Circulation Layout DRAWN BY
Scale As Shown
M.ELFateh
NUMBER:
00
W.Mahmoud
REVISION:
00
@ A0 CHECKED BY
Macca
DRAWN BY
Scale 1:200
CHECKED BY
Macca
NUMBER:
04
REVISION:
00
p1
p5
E
C6
B1 SIGN BOARD
DETAIL NO. 1
DRAWN BY
Scale As Shown
ELEVATION & SECTION
CHECKED BY
Macca
W
05
REVISION:
00
N E
S
S NOTES:
1.DRILLING SHALL BE THROUGH FULL DEPTH OF SOIL OR FIVE (5) M IN ROCK WITH RQD
NUMBER:
W
E
NOTES:
M.ELFateh W.Mahmoud
@ A0
N
S p1
M.ELFateh W.Mahmoud
@ A0
N
W
NOTES: * All Heights Related to sea Level.
FE-1
LEGEND:
2.TRIAL PITS SHALL BE DRILLED THREE (3) M IN THE SOIL OR ACCESS TO THE ROCK (WHICHEVER IS SHALLOWER)
Boundary line
3.ORIENTATION NORTH/QIBLA SHOULD BE MENTIONED IN THE PLAN FOR EACH SITE WHEN PREPARING THE SOIL REPORT.
VEHICLES EVACUATION Benchmarks
BH 10
WORKERS EVACUATION
P1, P2, P3, P4, P5
Coordination Points
EMERGENCY VEHICLES
BH 09
VEHICLES EVACUATION PATH START WORKER EVACUATION PATH START
LOCATION OF PROPOSED BOREHOLES N
Depth (m)
BH 01
242516.8561
2014097.0115
10 m
2235.229
BH 02
242533.9808
2014096.3833
10 m
2234.539
BH 03
BH No.
E
Elevation
242554.6155 242541.4445
2014102.7447 2014123.7413
15 m
2233.516
BH 04
15 m
2232.390
BH 05
242534.4892
2014128.4848
20 m
2231.297
BH 06
242512.7853
2014148.4716
15 m
2229.650
BH 07
242494.3370
2014164.8551
10 m
2227.113
BH 08
242494.0887
2014180.0980
10 m
2225.896
BH 09
242516.1114
2014179.4806
10 m
2226.357
BH 10
242531.6772
2014182.5825
10 m
2225.752
Temporary Objects
FE-2
FE-2
FE-2
FE-1
FE-3
FOAM
FE-1
C02 FIRE EXTINGUISHER
FE-2
DRY CHEMICAL POWDER p1
FIRST AID BOX
c
TP 3
BH 07
REV
S
00
BH 08
DWG. TITLE
E
E-242514.264 N-2014092.040
p5
DWG. NO.
SITE DEVELOPMENT PLAN - MODIFIED
MODIFICATIONS
N
W
CLIENT:
REGION SITE LOCATION scale 1/500000
REFERENCES DWG. TYPE
DWG. TITLE
SK-A-SD-01
C3
Macca
MODIFICATIONS REV
DWG. NO.
TD
LOCATION OF PROPOSED TEST PITS TP No.
N
Depth (m)
2014106.6795
03 m
2234.207
E
TP 01
242512.9511
Elevation
TP 02
242550.6946
2014138.0281
03 m
2230.319
TP 03
242526.0870
2014165.5333
03 m
2228.053
WARNING HORN p5
CHECK POINT & EMERGENCE CREW MEETING POINTS.
BH ( Borehole; 20m depth ) BH ( Borehole; 15m depth ) BH ( Borehole; 10m depth ) TP ( Trial Pit; 3m depth )
FIRE ASSEMBLY POINT
FE-1
KEYPLAN:
KEYPLAN:
KEYPLAN: Macca
N
FE-2
BH 06
W
E
S
Macca
FE-1
N
W
Macca
Facilities Security Force Category B Asir - Asir Area = 5537.10 m2
Facilities Security Force Category B Asir - Asir Area = 5537.10 m2
E Facilities Security Force Category B Asir - Asir Area = 5537.10 m2
S
N
W
E
TP 2 Macca
S
N REFERENCES E
DWG. TYPE
DWG. NO.
TD
REFERENCES
DWG. TITLE
SK-A-SD-01
DWG. TYPE
FE-1
FE-2
SITE DEVELOPMENT PLAN - MODIFIED
SK-A-SD-01
SITE DEVELOPMENT PLAN - MODIFIED
DWG. TITLE
p2
FE-2
p3
FE-1
MODIFICATIONS
MODIFICATIONS
REV
DESCRIPTION
DATE
BY
00
Submittal for Approval
06/04/2015
M.Zayton ELFateh
DESCRIPTION
DATE
BY
00
Submittal for Approval
06/04/2015
M.Zayton ELFateh
CLIENT:
Kingdom Of Saudi Arabia Ministry Of Interior
TP 1
p2
p3
PROJECT TITLE:
SAFETY PLAN LAYOUT
M.Othman ELFateh
Topographic Survey And Site Coordinates Points
OWNER'S REPRESENTATIVE:
JOINT VENTURE GESBAU-ITALCONSULT.
JOINT VENTURE GESBAU-ITALCONSULT.
JOINT VENTURE GESBAU-ITALCONSULT.
P.O.BOX: 998 Riyadh: 11372 - TEL: 0112166644 FAX: 0112166644
P.O.BOX: 998 Riyadh: 11372 - TEL: 0112166644 FAX: 0112166644
P.O.BOX: 998 Riyadh: 11372 - TEL: 0112166644 FAX: 0112166644
Section A-A SERVICES DESIGN TECHNOLOGY INTERNATIONAL
2231.110
2231.395
2232.260
2233.516
2233.514
2233.452
2233.097
2232.749
2231.826
2232.088
CONTRACTOR DESIGNER:
Section C-C
SERVICES DESIGN TECHNOLOGY INTERNATIONAL
- ENGINEERING CONSULTANTS -
2232.259
2220.623
2222.176
2223.214
2224.633
2225.752
2227.041
2228.027
2229.278
2230.319
2231.378
2233.516
2234.385
2234.947
CONTRACTOR DESIGNER:
2235.495
MAIN CONTRACTOR:
2236.337
CONTRACTOR DESIGNER:
SERVICES DESIGN TECHNOLOGY INTERNATIONAL
- ENGINEERING CONSULTANTS -
www.sdtconsultant.com UK . Lebanon . KSA . Qatar . Dubai
- ENGINEERING CONSULTANTS -
www.sdtconsultant.com UK . Lebanon . KSA . Qatar . Dubai
www.sdtconsultant.com UK . Lebanon . KSA . Qatar . Dubai
DRAWING TITLE:
DRAWING TITLE:
Facilities Security Force Category B Prototype 55 - Asir - Asir
Facilities Security Force Category B Prototype 55 - Asir - Asir
Boreholes Locations
Safety Plan Layout
M.ELFateh
NUMBER:
06
W.Mahmoud
REVISION:
00
FIRE EXTINGUISHER FREE FIXING DETAIL
DRAWN BY
Scale 1:200
@ A0
M.ELFateh
NUMBER:
07
W.Mahmoud
REVISION:
00
Section B-B
@ A0 CHECKED BY
2221.61
2224.67
2
1
2223.70 1
5
2225.68
9
6
7
2226.42
2223.47 1
2225.85
6
2225.75
2
3
S
7
2227.04
9
KEY :
4
F.F.L : Finish Floor Level. A.F.L : Asphalt Finish Level.
2227.57
8
W.F.L : WalkWay Finish Level.
2228.05
3
2227.20
2228.02
9
7
2227.75
2228.73
7
2228.44
2226.37
1
1
3
8
2227.99
2
2229.06
3
4
2229.65
2229.27
0
8
2229.97
2228.89
1
6
2229.54
8
2228.59
2227.69
4
9
2230.13
9
2229.22
0
2230.72
4
2230.31
9
2230.91
0
2230.58
KEYPLAN:
2229.92
Macca
2228.93
4
2
3
2231.29
Fence Type 2
Facilities Security Force Category B Asir - Asir Area = 5537.10 m2
2231.37
2
7
8
2232.24
2231.66 3
3
2231.07
7
2230.04
2232.39
5
0
2231.82
2233.09
2232.74
6
2232.08 8
2232.50
7
2231.39
3
9
REFERENCES DWG. TYPE
DWG. NO.
5
0
2
MODIFICATIONS
4
2233.27
1
2234.20
0
2234.35 2236.34 0
2234.53
9
P2
9
7
7
2236.34
P3
2234.38 5
2234.72
2234.99
2
2
2235.22
2234.70 1
2232.58
2233.33 Fence Type 2
2233.96
5
Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Development of the Security Facilities For MOI KAP5-D
2233.48
8
0
OWNER'S REPRESENTATIVE:
2236.13
7
04/05/2015 A.Elshorbagy ELFateh
Deputy Ministry For PLANNING AND SECURITY DEVELOPMENT
7
2235.53
2236.63
Submittal for Approval
BY
Kingdom Of Saudi Arabia Ministry Of Interior
2234.94
0
1
DATE
PROJECT TITLE:
2236.05
2235.88
00
2231.85 1
2
2238.57 2
DESCRIPTION
CLIENT:
2235.22
6
REV
0
6
P1
9
2231.11
2233.51
7
2233.86
2
DWG. TITLE
2232.26
2233.45
2233.51 2234.54
E S
2
2231.88
2230.47
N
W
2229.91
7
2232.25 9
* ALL HEIGHT LEVELS RELATED TO SEA WATER LEVEL .
5
2226.57
1
2228.39
2229.68 4
2224.87
8
2224.38 5
2229.96 9
NOTES:
3
2227.51
2226.77
2227.76 3
E
2225.43
2225.60
2226.91
2227.11
3
2227.41 9
W
6
7
3
2225.45
5
JOINT VENTURE GESBAU-ITALCONSULT.
5
P.O.BOX: 998 Riyadh: 11372 - TEL: 0112166644 FAX: 0112166644
Section A-A
2231.110
2231.395
2232.260
2233.516
2233.514
2233.452
2233.097
2232.749
2231.826
2232.088
2232.259
2220.623
2222.176
2223.214
2224.633
2225.752
2227.041
2228.027
2229.278
2230.319
2231.378
2233.516
2234.385
2234.947
2236.434
2236.337
2235.495
MAIN CONTRACTOR:
CONTRACTOR DESIGNER:
Section C-C
SERVICES DESIGN TECHNOLOGY INTERNATIONAL - ENGINEERING CONSULTANTS -
www.sdtconsultant.com UK . Lebanon . KSA . Qatar . Dubai
DRAWING TITLE:
Facilities Security Force Category B Site No - 273 , Prototype 55 - Asir - Asir
Section B-B
2226.371
2227.201
2227.753
2228.027
2228.053
2227.518
2228.399
2227.578
2226.779
2225.710
2224.385
2221.160
2222.361
2223.650
2224.763
2225.856
2226.917
2228.053
2228.737
2229.976
2230.910
2232.243
2233.452
2234.539
2235.222
2236.135
2236.636
2237.199
2237.176
Layout Design Level
DRAWING NO.
Scale As Shown
Section D-D
KAP5-BEC-D3-273-55-040515-DWG-GN-AR-0003/00
DRAWN BY
M.ELFateh
NUMBER:
03
W.Mahmoud
REVISION:
00
@ A0 CHECKED BY
2226.371
2227.201
2227.753
2228.027
2228.053
2227.518
2228.399
2227.578
2226.779
2225.710
2224.385
2222.361
2223.650
2224.763
2225.856
2226.917
2228.053
2228.737
2229.976
2230.910
2232.243
2233.452
2234.539
2235.222
2236.135
2221.160
Section D-D
DRAWING NO.
Scale As Shown
KAP5-BEC-D3-273-55-040515-DWG-GN-AR-0002/00
DRAWN BY
M.ELFateh
NUMBER:
02
W.Mahmoud
REVISION:
00
@ A0 CHECKED BY
N
2224.10
2223.66
2226.35
2225.68
2226.61 7
Macca
2224.41
P4
0 2225.89
2225.71 0
3
1
2224.99
2222.52 6 2224.90 5
2224.63
3
8
P5
2224.58
2224.76
2225.11
2236.636
KAP5-BEC-D3-273-55-060415-DWG-GN-AR-0007/00
DRAWING NO.
FIRE EXTINGUISHER FIXING ON OFFICES & STORAGE DETAIL
Topographic Survey And Site Coordinates Points 2237.199
KAP5-BEC-D3-273-55-060415-DWG-GN-AR-0006/00
Boreholes Locations
Facilities Security Force Category B Site No - 273 , Prototype 55 - Asir - Asir
2237.176
DRAWING TITLE:
DRAWN BY
04/05/2015
Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Development of the Security Facilities For MOI KAP5-D
OWNER'S REPRESENTATIVE:
CHECKED BY
Submittal for Approval
PROJECT TITLE:
MAIN CONTRACTOR:
Scale 1:200
00
Kingdom Of Saudi Arabia Ministry Of Interior
MAIN CONTRACTOR:
DRAWING NO.
BY
Deputy Ministry For PLANNING AND SECURITY DEVELOPMENT
Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Development of the Security Facilities For MOI KAP5-D
OWNER'S REPRESENTATIVE:
p3
DATE
Kingdom Of Saudi Arabia Ministry Of Interior
2236.434
p2
DESCRIPTION
Deputy Ministry For PLANNING AND SECURITY DEVELOPMENT PROJECT TITLE:
Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Development of the Security Facilities For MOI KAP5-D
REV
CLIENT:
Deputy Ministry For PLANNING AND SECURITY DEVELOPMENT
BH 03
MODIFICATIONS
REV
FE-2
p4
CLIENT:
BH 02
DWG. NO.
p4
BH 04
BH 01
REFERENCES DWG. TYPE
DWG. TITLE
S
BH 05
p4
DWG. NO.
TD
c
W
NOTES: LEGEND:
19M
KEYPLAN:
29M
37M
REFERENCES DWG. TYPE
16M
DWG. NO.
DWG. TITLE
17M
MODIFICATIONS REV
DESCRIPTION
DATE
BY
00
Submittal for Approval
21/02/2018
ELFATEH
CLIENT:
PROJECT TITLE:
WADI AL HADA
OWNER'S REPRESENTATIVE:
SAUDCOSULT SAUDI CONSULTING SERVICES ENG.DR.Tarek M.A.AL-Shawaf
MAIN CONTRACTOR:
DRAWING TITLE:
Prototype 00 - Site No. 000 MO PLAN
DRAWING NO.
Scale As 1:200
BEC-D3-000-00-DWG-SA-0000-AR-003/00
DRAWN BY
ELFATEH
NUMBER:
03
CHECKED BY
A.E
REVISION:
00
@ A0
MATCH LINE - B
MATCH LINE - C
SUB-STATION 0041
SUB-STATION 0040
N W S
S.H 88
S.H 89
S.H 87
S.H 85
S.H 86
S S.H 131
S.H 130
S.H 127
S.H 128
S.H 129
S.H 124
S.H 125
S.H 126
S.H 123
S.H 120
S.H 121
S.H 122
S.H 119
S.H 118
S.H 116
S.H 117
S.H 115
S.H 114
S.H 112
S.H 113
S.H 111
S.H 109
S.H 110
S.H 106
S.H 107
S.H 108
S.H 105
S.H 104
S.H 103
S.H 101
S.H 102
S.H 98
S.H 99
S.H 100
S.H 97
S.H 96
S.H 95
S.H 94
S.H 92
S.H 93
S.H 91
S.H 90
Mecca
129 S.H 4000
192.80 T.O.F.
360
360
320
320
320
320
192.90 T.O.F.
320
320
360
320
320
320
320
4000
192.90 T.O.F.
360
113 S.H
320
320
4000
193.00 T.O.F.
360
320
320
4000
4000
192.90 T.O.F.
360 320
320
114 S.H
4000
360
320
320
115 S.H
116 S.H
117 S.H 20000 4000
4000
4000
192.80 T.O.F.
360
118 S.H
119 S.H
4000
320
320
193.00 T.O.F.
360 320
320
320
101 S.H
102 S.H
98 S.H
99 S.H
100 S.H
97 S.H
95 S.H
96 S.H
94 S.H
4000
320
320
320
4000
193.50 T.O.F.
360 320
320
4000
193.50 T.O.F.
360 320
320
4000
4000
193.50 T.O.F.
360 320
320
4000
193.60 T.O.F.
193.50 T.O.F.
360 320
320
320
320
4000
193.60 T.O.F.
360 320
320
4000
193.60 T.O.F.
360
92 S.H
93 S.H
90 S.H
91 S.H
88 S.H
89 S.H
NOTES:
85 S.H
86 S.H
87 S.H
20000
20000 2635
193.50 T.O.F.
2660
360
320
104 103 S.H S.H
105 S.H
106 S.H
107 S.H
108 S.H
320
320
320
320
193.70 T.O.F.
193.60 T.O.F.
360
4000
4000
4000
193.60 T.O.F.
360
320
320
320
320
4000
193.70 T.O.F.
360 320
320
4000
193.70 T.O.F.
360 320
320
4000
4000
193.70 T.O.F.
360
193.70 T.O.F.
360
320
320
320
2888
3421
193.70 T.O.F. 320
320
320
2264
193.80 T.O.F.
193.70 T.O.F. 320
320
4000
193.80 T.O.F.
360
320
4000
193.80 T.O.F.
4000
193.80 T.O.F.
193.80 T.O.F.
4000
193.80 T.O.F.
1. ALL DIMENSIONS SHALL ALL IN MILLIMETER UNLESS NOTED OTHERWISE
320
320
SITE GRADING PLAN Submittals Number KAP2E2-SD-CIV-25H-SITE-2030-1
320
189.74
189.70
189.98
190.20
190.28
190.25
190.23
190.31
190.34
190.39
190.37
190.42
190.45
320
191.10 T.O.B.
320
191.10 T.O.B.
320
191.10 T.O.B.
320
191.10 T.O.B.
320
191.10 T.O.B.
320
191.00 T.O.B.
320
191.00 T.O.B.
320
191.00 T.O.B.
320
191.00 T.O.B.
320
191.00 T.O.B.
320
190.90 T.O.B.
320
320
190.90 T.O.B.
190.17
190.14
190.11
190.10
190.90 T.O.B.
320
190.90 T.O.B.
320
190.90 T.O.B.
190.40 T.O.B. 190.00
320
190.40 T.O.B. 189.94
189.90
320
189.82
320
190.30 T.O.B. 189.86
320
190.30 T.O.B. 189.78
320
190.30 T.O.B.
190.20 T.O.B. 189.66
189.62
189.58
189.54
189.49
189.45
189.44
190.20 T.O.B.
320
190.20 T.O.B.
320
190.20 T.O.B.
189.80 T.O.B.189.35
320
189.80 T.O.B. 189.34
320
320
320
189.32
320
192.80 T.O.F.
121 120 S.H S.H
4000
320
320
4000
109 S.H
110 S.H
190.51
190.48
191.10 T.O.B.
191.10 T.O.B.
190.54
190.56
191.20 T.O.B. 190.59
191.20 T.O.B.
190.60
191.20 T.O.B.
190.63
191.20 T.O.B.
190.66
191.20 T.O.B. 190.69
191.20 T.O.B. 190.72
D.T.O.
DISTANCE TO ORIGIN
SPACING
DISTANCE BETWEEN AXES
INT. LEV.
INTERNAL & EXTERNAL . LEVEL
N.G.L.
187.69 190.72
187.69 190.69
187.69 190.66
187.70 190.63
187.66 190.60
187.65 190.59
187.65 190.56
187.51 190.54
187.43 190.51
0.00
0.00 0.00
0.00
0.00 0.00
0.00
0.00 0.00
0.00
0.00 0.00
0.00
0.00 0.00
0.00
0.00 0.00
0.00
0.00 0.00
0.00
0.00 0.00
0.00
0.00 0.00
0.00
0.00 0.00
2.24 m
0.00
0.00 0.00
4.00 m
0.00
0.00 0.00
4.00 m
0.00
0.00 0.00
4.00 m
0.00
0.00 0.00
4.00 m
0.00
0.00 0.00
2.37 m
0.00
0.00 0.00
3.79 m
0.00
0.00 0.00
3.53 m
0.00
0.00 0.00
4.00 m
MATCH LINE - C
0.00 0.00
190.48
0.00 0.00
190.45
0.00
190.42
4.00 m
187.42
4.00 m
187.42
187.43
4.00 m
0.00
190.39
187.43
4.00 m
0.00
190.34
187.40
4.01 m
190.37
187.37
4.01 m
0.00
190.28
190.31
187.27
4.00 m
0.00
190.25
187.24
4.00 m
0.00
190.20
4.00 m
187.26
187.26
4.01 m
190.23
187.24
4.01 m
0.00
190.14
187.23
4.00 m
190.17
187.20
187.19 190.11
187.18
4.00 m
0.00
190.10
187.07
4.00 m
0.00
190.00
187.06
2.66 m
0.00
189.98
187.06
17.44 m
0.00
189.94
186.99
2.66 m
0.00
189.90
186.93
4.00 m
0.00
189.86
186.83
4.00 m
0.00
189.82
186.65
4.01 m
0.00
189.74
4.01 m
0.00
189.70
4.00 m
186.71
4.00 m
0.00
189.66
186.60
4.00 m
0.00
189.62
186.55
4.01 m
0.00
189.58
186.50
4.01 m
0.00
189.54
186.46
4.00 m
0.00
189.49
186.43
4.00 m
0.00
189.45
186.38
4.00 m
0.00
189.44
186.38
4.00 m
0.00
189.35
186.35
2.64 m
186.15
17.46 m
0.00
189.34
186.10
2.64 m
0.00
0.00
0.00
189.32
186.05
4.00 m
W.H 3
MASTER ORIENTATION:
N
E
W
S
Mecca
MARKET SUPER
W.H 2
6
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
2
0070 Staircase
A-LAYERA-LAYER
UP
UP
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
UP
D
GROUN TANK UNDER WATER0110
UP
UP
A-LAYERA-LAYER
006d
0081
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
UP
0080
006c
3
A-LAYERA-LAYER
AREA
UP
UP
UP
PLAY
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
006e
(2)
UP
UP
UP
A-LAYERA-LAYER
S (3) SHOP
EXTENS
E ROUND PLAYG FUTUR ION
006b
(4) SHOP
SHOP (1)
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
UP UP
DN.
A-LAYERA-LAYER
S
0043
UP
EXTEN
A-LAYERA-LAYER
UP
006f
AREA PLAY
PLAYG FUTURSION
UP
E ROUND
SHOP
(5) SHOP
TION INSPEC ROOM
UP A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
006g 0030
006a
UP
UP
A-LAYER
A-LAYER
A-LAYER
UP
UP
0042
UP
UP A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
AREA PLAY
SECURITY
0060
1
ATE SUB-G 0021 A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
UP
GUARD ROOM
UP
UP
STATION
0100 LIFT
006h
SION E EXTEN FUTUR 0090 STP
A-LAYERA-LAYER
AREA PLAY
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
UP
A-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYERA-LAYER
006i
UP
0041
UP
A-LAYERA-LAYER
MAIN 0020
GATE
SION E EXTEN FUTUR 0040
GUARD ROOM SEPTIC TANK
4
23
1
UP
0-11
SEPTIC TANK
3
12
0.5%SLOPE
3
0.5%SLOPE
0.5%SLOPE
0.5%SLOPE
1
1
0-1
UP
UP
1
1
1
5
1
12
1
8
9
UP
UP
0-1
1
2
1
23
UP
UP
12
1
12 0.5%SLOPE
1
UP
1
12
1
0.5%SLOPE
-1
-1
UP
UP
2
12
3
2
1
1
UP
8
1
9
UP
01
15
1
0.5%SLOPE
0.5%SLOPE
0.5%SLOPE
0.5%SLOPE
89
1
UP
1
01
0.5%SLOPE
UP
0.5%SLOPE
PART(1)
GUARD ROOM
UP 0.5%SLOPE 0.5%SLOPE
0.5%SLOPE
UP
UP
9 8
123
2 1
1
B02
A
2
1
UP
2
UP
1
UP
1
2
1
1
UP
15
12
0.5%SLOPE
213
0.5%SLOPE
9
8
1
UP
1
0-11
0.5%SLOPE
UP
0.5%SLOPE
UP
12
1
1
12
1
UP
2
1
E SEWAG ENT
TREATM PLANT (STP)
0.5%SLOPE
10
3
12
G
123
4
56789
10
15
123
12
UP
W.
213
9
8
1
UP
0.5%SLOPE
0.5%SLOPE
0.5%SLOPE
B02
1
B02
10
T
1
H 1
K
13
23
1
B02
1
13
13
A
B02
40
SEPTIC TANK
A
12
213
UP
3
456
12
15
B02
9
8
UP
1
0.5%SLOPE
0.5%SLOPE
7
0.5%SLOPE
0.5%SLOPE
SEPTIC TANK
40
1
40
A
12
1
15
11
12
0.5%SLOPE
0.5%SLOPE
13
1 09
1
1
UP
0.5%SLOPE
09E
3
0.5%SLOPE
A
0.5%SLOPE
40
AH
1
1
1
2
E 09
A
40
A
0.5%SLOPE
2
-1
01
21
A
A 09
6
09
24
0.5%SLOPE 0.5%SLOPE
40
24
1
0-11
UP
0.5%SLOPE
A
08
40
AH
1
1
12
12
1
1 2
UP
L
0.5%SLOPE 0.5%SLOPE
08
40
0.5%SLOPE
1
1 2
AH
89
40
UP
1
1
40
0.5%SLOPE
UP
213
12
100.000
21
EL.
15
2 1
1
UP
UP
78
21
123
1
1
3
2
1
1
A
UP
8
09
21
18 9
09
40
1
1
D
1234
1
12
12
UP
UP
1
12
21
40
78
09
1
18
H 56
21
UP
21
40
6
D
18
0.5%SLOPE
11
0-11
UP
24
1
18
456
J
1 2 3
0.5%SLOPE
89
40
0.5%SLOPE
0.5%SLOPE
UP
2
2
0.5%SLOPE
1
0.5%SLOPE
A
0.5%SLOPE
21
34
567
18
UP
8
9
8
1
UP
1
123
4567
40
8
12
B02
UP
UP
T
40
13
12
12
AH
B02
SEPTIC TANK
UP
UP
1
8
1
2
9
1
ST3
UP
1 2
1 2
1
2
1
UP
40
EL. 100.000
0.5%SLOPE
40
08
0.5%SLOPE
24
0.5%SLOPE
40
40
EL. 100.000
0.5%SLOPE
1
-1
UP
0
AH
24 40
08
100.000
A
EL.
L
UP
0-11
1
15
EL. 100.000
08
1
1
1
A
18
UP
17
1
08 18
A
EL. 100.000
21B
E
H
21B UP
C
21B
2
1
18 0-1
21B
18
17
1
21B
21B
E
21B
21B
40
A
21B
21B
B
1 1
2
24
21B
40
21B
3
21B
AH
C
1 08
3 A
B
21-B 21-B
3
G21
21B
15
D
21B
21B
A
21-BE
1
08
A
G21
21-B
E
9 21-B
A
9
G21
G21
21-B
1
21-B
21-B
A
3 1
1
G21
G21
9
9
G21
G21
1
1
G21
G21
D
G21
A
G21
WATER TANK
S.H 173
S.H 171
S.H 172
S.H 167
S.H 168 S.H 170
S.H 166
S.H 161
S.H 162
S.H 165 S.H 164
S.H 169
S.H 160
S.H 155
S.H 156
S.H 159 S.H 158
S.H 163
S.H 154
S.H 149
S.H 150
S.H 153 S.H 152
S.H 157
S.H 147
S.H 148
S.H 143
S.H 144 S.H 146
S.H 151
S.H 141
S.H 142
S.H 137
S.H 138 S.H 140
S.H 145
S.H 134
S.H 135
S.H 136
S.H 132
S.H 133
S.H 131
S.H 130
8
S.H 139
THIS SITE
CLIENT :
188.38
188.77
188.73
188.84
188.80
188.91
188.96
188.94
320
189.50 T.O.B.
192.20 T.O.F.
360
320
320
320
189.01
188.98
360
320
320
189.60 T.O.B.
192.20 T.O.F.
360 320
320
189.06
189.03
360
320
320
189.60 T.O.B.
320
320
189.10
189.08
192.30 T.O.F.
192.20 T.O.F.
360 320
320
189.60 T.O.B.
360
320
189.13
320
189.70 T.O.B.
192.30 T.O.F.
360 320
320
189.17
189.15
360
320
320
192.30 T.O.F.
360 320
320
189.70 T.O.B. 189.20
360
320
189.22
320
320
320
189.70 T.O.B. 189.25
4000
192.40 T.O.F.
Kingdom Of Saudi Arabia Ministry Of Interior
320
189.27
360 320
189.80 T.O.B.
4000
192.40 T.O.F.
360 320
320
189.29
320
189.32
SECURITY PLANNING AND DEVELOPMENT AGENCY KAP2E2 PROJECT 189.80 T.O.B.
KAP2E2
320
320
130 S.H
320
189.50 T.O.B.
192.10 T.O.F.
360 320
4000
4000
4000
320
320
131 S.H
132 S.H
320
189.40 T.O.B. 188.88
360
320
133 S.H
320
320
4000
320
320
134 S.H
135 S.H
320
320
4000
320
192.10 T.O.F.
360
320
320
320
320
189.40 T.O.B.
192.00 T.O.F.
360 320
136 S.H
137 S.H 4000
4000
4000
320
320
138 S.H
20000 4000
320
360
320
140 139 S.H S.H
141 S.H
142 S.H 4000
320
320
320
189.40 T.O.B.
192.00 T.O.F.
360 320
320
320
188.69
188.65
360
320
4000
4000
4000
320
320
143 S.H 20000
4000
320
189.40 T.O.B.
320
320
320
188.61
188.57
192.00 T.O.F.
360
320
147 S.H
148 S.H 20000 4000
4000
320
320
149 S.H
150 S.H 4000
4000
320
189.40 T.O.B.
188.53
188.49
192.00 T.O.F.
360 320
152 151 S.H S.H
153 S.H 4000
320
189.30 T.O.B.
188.45
188.41
320
20000 4000
320
189.30 T.O.B.
320
360
320
154 S.H
155 S.H 4000
320
320
320
156 S.H 4000
320
320
320
157 S.H
320
189.30 T.O.B.
188.34
188.30
188.26
188.22
189.30 T.O.B.
320
192.00 T.O.F.
360
320
158 S.H 4000
320
189.20 T.O.B.
320
191.90 T.O.F.
360
320
320
320
4000
191.90 T.O.F.
360 320
159 S.H 4000
144 S.H
146 145 S.H S.H
ENGINEER :
ELEV = 188.200
188.20
189.20 T.O.B.
320
4000
360
320
20000 4000
320
189.20 T.O.B.
320
191.90 T.O.F.
360
320
160 S.H
161 S.H 4000
320
320
4000
4000
191.90 T.O.F.
191.80 T.O.F.
360
162 S.H 4000
320
320
4000
191.80 T.O.F.
320
4000
191.80360 T.O.F.
164 163 S.H S.H
165 S.H
166 S.H 20000 4000
320
1802
167 S.H
320
3142
168 S.H
170 169 S.H S.H
171 S.H
320
2822
172 S.H
320
173 S.H
320
1 W.H
NKY Architects & Engineers
CONTRACTOR :
-0.59%
-0.98%
PROJECT TITLE : APPROVALS
184 183
SPACING
Project Of Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Developing the Security locations of ministry of interior sectors- KAP2E2
DRAWING TITLE :
INT.L
0.00 0.00
189.34 193.20
186.10 191.47
2.64 m
CONSULTANT
Cut
0.00 0.00
0.00
189.32
186.05
4.00 m
0.00
0.00
189.29
186.02
4.00 m
0.00
0.00
189.27
185.94
4.00 m
0.00
0.00
189.25
185.84
4.01 m
0.00
0.00
189.22
185.85
4.01 m
0.00
0.00
189.20
185.83
4.00 m
0.00
0.00
189.17
185.76
4.00 m
0.00
0.00
189.15
185.78
4.00 m
0.00
0.00
189.13
185.77
4.01 m
0.00
0.00
189.10
185.73
4.01 m
0.00
0.00
189.08
185.67
4.00 m
0.00
0.00
189.06
185.61
4.00 m
0.00
0.00
189.03
185.55
4.00 m
0.00
0.00
189.01
185.50
4.01 m
0.00
0.00
188.98
185.47
4.01 m
0.00
0.00
188.96
185.40
4.00 m
0.00
0.00
188.94
185.46
4.00 m
0.00
0.00
188.91
185.33
4.00 m
0.00
0.00
188.88
185.31
4.01 m
0.00
0.00
188.84
185.28
4.01 m
0.00
0.00
188.80
185.25
4.00 m
0.00
0.00
188.77
185.41
4.00 m
0.00
0.00
188.73
185.42
4.00 m
0.00
0.00
188.69
185.13
4.01 m
0.00
0.00
188.65
185.08
4.01 m
0.00
0.00
188.61
185.51
4.00 m
0.00
0.00
188.57
185.42
4.00 m
0.00
0.00
188.53
185.05
4.00 m
0.00
0.00
188.49
184.97
4.01 m
0.00
0.00
188.45
184.92
4.01 m
0.00
0.00
188.41
184.91
4.00 m
0.00
0.00
188.38
184.90
4.00 m
0.00
0.00
188.34
185.02
4.00 m
0.00
188.30 0.00 0.00
188.26 0.00
4.01 m
185.00
4.01 m
184.98
4.00 m
0.00
184.99 188.22 0.00
0.00
188.20
185.00
1.91 m
0.00
2 W.H
0.00
4.00 m
189.78
-0.48%
-0.75%
-0.70%
-0.52%
-1.01%
NATURAL GROUND LEVEL
40
320
320
4000
111 S.H
1
320
192.40 T.O.F.
360
122 S.H
123 S.H
124 S.H
4000
192.80 T.O.F.
2641
192.40 T.O.F.
360
125 S.H
126 S.H 2641
320
4000 360
127 S.H
128 S.H
320
130 S.H
320
131 S.H
112 S.H
200
SUB-STATION 0041
SUB-STATION 0040
Fill
DORMITORIES TYPE (2) - MAKKAH (ALJOMOM)
CONTRACTOR
SITE FENCE PLAN& ELEVATIONS (1)
CONTRACTOR CONSULTANT
Submittal For Approval
00
18/10/2017
DESCRIPTION
REV
SCALE:
18/10/2017
DRAWN BY
M.Zaiton
A.Abou ElGhar
CHECKED BY
APPROVED BY
SUBMITTAL NO.:
KAP2E2-SD-ARC-25H-SITE-3291-00
AS SHOWN DATE:
DATE
M.ELFateh
DWG.NO. :
KAP2E2-SD-ARC-25H-SITE-1803-00
N Makkah
E
W
SELF-COLOURED RENDER PAINT (AS PER APPROVED) +4.92 T.O.P
S NOTES:
+4.10
270
T.O.P
3
300
4
PAINTED 12mm THK. GYPSUM BOARD
955
DECORATIVE PAINT ON CEMENT PLASTER
LEGEND AND ABBREVIATIONS:
DECORATIVE PAINT ON CEMENT PLASTER
AXS
NAME ABBREVIATIONS
BXX SOLID WOOD HANDLE (MANGO)
DECORATIVE PAINT ON CEMENT PLASTER
165
+ 0.45 F.F.L
200
25
100 200
775
± 0.00 F.F.L
30 20 80
25
DECORATIVE SOLID WOOD (MAGNO) 50
ELEVATION LEVEL
DECORATIVE PAINT ON CEMENT PLASTER
80
80
25
ELEVATION LEVEL
125.0000
1995
26
1845
25 65 1117
150
2900
UP
600 390
PULPIT 002 GR115
26
390
80
125 DIA. ROUND COLUMN DECORATIVE PAINT ON CEMENT PLASTER
390
CARPET APPLIED ON TERRAZZO TILE 300X300 WITH UNDERLAY
01
630
01
25 65
80 01
01
GRANITE THRESHOLD
25
CARPET APPLIED ON TERRAZZO TILE 300X300 WITH UNDERLAY
50 MM Ø GALV. HANDRAIL WITH PAINT
200 45
1100 45
115
EL = LEVEL S.S.L. = STRUCTURAL LEVEL F.F.L. = FINISH FLOOR LEVEL T.O.P = TOP OF PARAPET
DECORATIVE SOLID WOOD HANDLE (MANGO)
CARPET APPLIED ON TERRAZZO
R755 125 DIA. ROUND COLUMN DARK IMBARADOR MARBLE WITH POLISHED FINISH
TILE 300X300 WITH UNDERLAY 70MM SAND/CEMENT
DETAIL "A" 1:10
Pray Hall 005 GR001 ELEVATION LEVEL
CREMA MARFEL 30mm THICK 70MM SAND/CEMENT
CARPET TERRAZO TILES
150MM STRU. SLAB
150MM STRU. SLAB
VAPOR BARRIER
VAPOR BARRIER
50 MM BLINDING
50 MM BLINDING
100 THK DRAINAGE FILL
100 THK DRAINAGE FILL
COMPACTED ENGINEERING FILL
COMPACTED ENGINEERING FILL
CEMENT MORTER 150MM STRU. SLAB VAPOR BARRIER 50 MM BLINDING
01
D 01
A
100 THK DRAINAGE FILL
B
COMPACTED ENGINEERING FILL
SECTION "A-A"
MEHRAB PLAN
1:25
1:25
W02
MASTER ORIENTATION:
+ 4.92 TOP
+ 4.10 ROOF FINISH R.F.F
CLIENT :
Kingdom Of Saudi Arabia Ministry Of Interior 680
SECURITY PLANNING AND DEVELOPMENT AGENCY KAP2E2 PROJECT
ENGINEER :
KAP2E2
NKY Architects & Engineers
2950
R755
2200
DECORATIVE PAINT ON CEMENT PLASTER
955
R5 80
1635
CONTRACTOR :
2650
PROJECT TITLE :
1159
403
250
193
754
754
193
250
233
1500
2750 2800
+ 0.60 GROUND F.F.L
1995
DECORATIVE PAINT ON CEMENT PLASTER
DECORATIVE SOLID WOOD (MAGNO)
SITE NAME :
Site 25A Special Security Forces Camp
MOSQUE
BUILDING TITLE :
150
150
600
125 DIA. ROUND COLUMN DECORATIVE PAINT ON CEMENT PLASTER
+ 0.00 GROUND F.F.L 100
1995
550
Project Of Custodian of the Two Holy Mosques King Abdullah Bin Abdul Aziz For Developing the Security locations of ministry of interior sectors- KAP2E2
DRAWING TITLE :
MIHRAB ENLARGMENT
DARK IMBARADOR MARBLE WITH POLISHED FINISH
01
MEHRAB DETAILS SCALE: 1:25
ELEVATION 01
SECTION "B-B"
1:25
1:25
01
Submittal For Approval
14/11/2017
M.ELFateh
M.Zaiton
A.Abou ElGhar
00
Submittal For Approval
06/11/2017
M.Zaiton
M.Zaiton
A.Abou ElGhar
1:50
KAP2E2-SD-ARC-25A-0005-3342-1
07/11/2017
KAP2E2-SD-ARC-25A-0005-4000-1
SECTION
A
B
C
D
E
F
F*
G
H
J
I
LEGEND BLOCK CONCRETE ISOLATED 0.7X16.95H 0.7 M SILL
0.7X16.95H 0.7 M SILL
F.F.L +10.30 C.F.L. +10.20
F.F.L +10.30 C.F.L. +10.20
( 09 )
( 10 )
2.46X7.3H 11.1 M SILL
2.57
Sc 203
CLASSROOM
2.57
1.07
1.60
7.80
7.80
F.F.L +10.30 C.F.L. +10.20
F.F.L +10.30 C.F.L. +10.20
F.F.L +10.30 C.F.L. +10.20
Sc 205
( 13 )
Sc 204
F.F.L +10.30 C.F.L. +10.20
2.57
2.67
1.84
7.60
B E L O W
9.60
( 11 )
CLASSROOM
CLASSROOM
T O
F.F.L +10.30 C.F.L. +10.20
Sc 202
8.65
11.20
Sc 201
O P E N
2.46X7.3H 6.3 M SILL
3.10
9.40
7.85
8.65
2.46X7.3H 6.3 M SILL
7.80
3.45
Sc 206
( 14 )
CLASSROOM
( 12 )
2.46X7.3H 6.3 M SILL
2.46X7.3H 6.3 M SILL
1.94
0.40
2.67
11.30
2.67
2.46X7.3H 11.1 M SILL
2.67
2.46X7.3H 6.3 M SILL
10.15 8.65
2.57
7.80
9.05
1.07
10.90
1.60
0.40
1 2.46X7.3H 6.3 M SILL
0.80
1
CLASSROOM
CLASSROOM
1.14X2.2H
4.32
1.14X2.2H
1.14X2.2H
1.14X2.2H
0.30 0.52
5.15
0.30
0.30
0.52 1.14X2.2H
4.19
1.14X2.2H
0.30
0.30
0.10 1.14X2.2H
0.10
4.27
1.14X2.2H
1.14X2.2H
0.10
0.30 4.79
1.14X2.2H
2
1.14X2.2H
PVECTRICAL ROOM
1.70
4.27
1.14X2.2H
0.30
2.00
1.14X2.2H
0.10
0.30
0.30
0.10
0.95
JAN
4.49
1.14X2.2H
0.30
0.95
0.60
0.30
2.00
1.00 1.05 3.95
1.70
1.00
0.10
0.10
0.95
0.30
0.90
0.70
0.70
( 02 ) SMART ROOM
0.30
2
4.27
4.27
Sc 207
F.F.L +10.30 C.F.L. +10.20 Sc 240
3.25 0.50 0.30 0.30 1.75
0.50
9.30
0.50
7.50
0.50
5
7.50
3.45
2.00
Sc 223
Sc 221
Sc 222
OFFICE 26
OFFICE 27
OFFICE 28
F.F.L +10.30 C.F.L. +10.20
0.5X2.2H 0.84X2.2H 0.84X2.2H 0.84X2.2H
3.85
JAN 0.60
2.00 F.F.L +10.30 C.F.L. +10.20
Sc 234
1.05
1.00
1.00
F.F.L +10.30 C.F.L. +10.20
Sc 225
Sc 224
OFFICE 30
OFFICE 29
7
5.80
1.05
1.14X2.2H
SERVICES
F.F.L +10.30 C.F.L. +10.20
0.90
1.05
OFFICE 25
F.F.L +10.30 C.F.L. +10.20
3.90
0.8X1.0H 6.3 M SILL
4.27
4.27
Sc 220 Sc 241
F.F.L +10.30 C.F.L. +10.20
3.90
3.85
Sc 242
SERVICES
F.F.L +10.30 C.F.L. +10.20
3.90
5.80
Sc 219
OFFICE 24
3.90
5.80
Sc 218
OFFICE 23 3.85
Sc 217
OFFICE 22
3.85
OFFICE 21
3.85
Sc 216
DEPARTMENT CHIEF
F.F.L +10.30 C.F.L. +10.20
3.65
0.90
0.90
Sc 208
F.F.L +10.30 C.F.L. +10.20
9.60
3.85
F.F.L +10.30 C.F.L. +10.20
3.90
6
2.45
W.C.
4.85 1.05
F.F.L +10.30 C.F.L. +10.20
3.90
0.90
3.90
5.80
1.05
3.90
0.90
TPH
7 5.80
3.65
3.45
3.45
0.10
CORRIDOR
0.26
1.140X2.2H
Sc 239
1.46 X12.3 H 1.5 M SILL
7.55
SECTION
1.45
0.50
2.75
7.50
3.25
0.50
3.25
F.F.L +10.30 C.F.L. +10.20
2.00
7.85
5.30
14.70
2.40
CORRIDOR
ABOVE
1.75 0.50
Sc 238
F.F.L +10.30 C.F.L. +10.20
1.39 4.75 1.70
1.46 X12.3 H 1.5 M SILL
PVE. 2
0.30
T O
6.90
6.50
2.40
(SKYLISHT)
B E L O W
1.75
4
1.75
0.10
0.50
0.50 1.75 0.30 14.70
5.30
CORRIDOR
B E L O W 1.04X2.2H
2.00
1.39
3.25
F.F.L +0.7 C.F.L. +0.6
PVE. 1
3
T O
T O 1.00
0.8X1.0H 6.3M SILL
3.95 1.00
4.05 F.F.L +10.30 C.F.L. +10.20 0.8X1.0H 6.3 M SILL
Sr 033 Sc 237
2.00
Sc 232
6.27
O P E N
O P E N
5
0.84X2.2H
3.25
F.F.L +0.7 C.F.L. +0.6
O P E N
0.84X2.2H
4.76
Handril
4
6
3.24
CORRIDOR
2.00
SECTION
4.68
1.60
0.8X1.0H 6.3 M SILL
3.24
1.46 X12.3 H 1.5 M SILL
6.68
1.39
3.25
1.14X2.2H
4.80
0.26
3.25
4.70
0.26
4.75
3.95
1.45
3
2.45
3.25
3.75
0.50
Sc 231
6.27 4.70
W.C.
1.14X2.2H
4.05
1.39
1.46 X12.3 H 1.5 M SILL
Sc 233
0.84X2.2H 0.84X2.2H 0.84X2.2H 0.5X2.2H
3.00
0.8X2.2H 0.8X2.2H
3.00
0.8X2.2H 0.8X2.2H
3.00
3.00
0.8X2.2H
0.68 1.14X2.2H
2.75
0.8X2.2H
3.00
3.00
0.8X2.2H 0.8X2.2H
2.95
3.00
0.8X2.2H 0.8X2.2H
0.8X2.2H
HOLD FUTURE EXPANSION
CLASSROOM BUILDINS " TYPE C "
2.95
W1
6.95
Sidewalk
PVE. 3 1.14X2.2H 0.67
ADMINISTRATION BUILDINS "TYPE B"
Sr 039
Sr 021
0
C2
0
C2
2.46X7.3H 6.3 M SILL
2.57
2.57
4.45 2.57
1.84
2.46X7.3H 6.3 M SILL
0.60
Sc 226
OFFICE 31
F.F.L +0.7 C.F.L. +0.6
Sc 227
Sc 228
OFFICE 32
OFFICE 33
9.65
0.8X2.2H
Sc 209
LOUNSE
Sidewalk
W1
LABORATORY BUILDINS
W1
4.30
0.8X2.2H 0.8X2.2H
FOUNTAIN
WAITINS AREA BUILDINS
5.50
5.85
CLASSROOM BUILDINS " TYPE C "
2.46X7.3H 6.3 M SILL
CORRIDOR 0.550.8X2.2H
32
PLAZA
3.10 2.65
3.20
O P E N
O B E L O W T 9.40
4.45 2.46X7.3H 6.3 M SILL
6.10 1.84 0.40
2.57
2.46X7.3H 11.1 M SILL
2.67
2.46X7.3H 11.1 M SILL
0.30
PORCH 09
4.70
1.80
1.80
F.F.L +0.6 C.F.L. +0.5
0.40
0.95
4.30
W.C.
2.01
Sc 236
2.32
1.55 2.57
7.70
0.40
3.60
1.60
2.60
Sc 230
Sc 210
OFFICE 15
6.10 2.55
1.14X2.2H
2.10 0.30 1.33 F.F.L +10.30 C.F.L. +10.20 9.40
5.10
Sc 211
OFFICE 16
0.30
1.00
Sc 213
OFFICE 18
3.85
0.8X2.2H 0.8X2.2H
0.90
4.30
1.34
Sr 022
3.10 1.00
0.8X2.2H
3.20
OFFICE 19
CORRIDOR
0.84X2.2H0.84X2.2H0.84X2.2H
Sc 214
5.50 2.67
3.60
0.8X2.2H 0.8X2.2H
2.11
2.80
2.46X7.3H 6.3 M SILL
OFFICE 20
Sc 235
1.80
Sc 215
0.8X2.2H 0.95
Sr 040
2.57
2.46X7.3H 6.3 M SILL
2.67
8
8
0.7X16.95H 0.7 M SILL
0.7X16.95H 0.7 M SILL
F.F.L +0.10 C.F.L. +0.0
A
B
C
D
E
SECTION
F
F*
G
H
I
J
كك
SECTION
A
B
C
D
E
F
F*
G
H
J
I
LEGEND BLOCK CONCRETE ISOLATED 0.7X16.95H 0.7 M SILL
0.7X16.95H 0.7 M SILL
Fr 035
O P E N
1.60
( 08 )
CLASSROOM
CLASSROOM
CLASSROOM
Fr 113
( 01 ) SMART ROOM
1.14X2.2H
4.32
1.14X2.2H
0.95
1.14X2.2H
0.10
0.10
3.32
4.67
0.10
1.14X2.2H
0.30
0.30
0.52
5.15
0.10
0.10
0.52 1.14X2.2H
0.30
0.30 4.19
1.14X2.2H
0.10
0.10
1.14X2.2H
1.14X2.2H
0.30
0.30 4.27
3.33
4.72
0.10
0.10
1.14X2.2H
1.14X2.2H
3.33
6.60
3.32
4.60
3.33
3.33
6.23
4.70
Fr 137
F.F.L +0.70 C.F.L. +0.60
3.25
0.50
4 F.F.L +5.50 C.F.L. +5.40
0.30
0.30
F.F.L +0.70 C.F.L. +0.60
0.50
7.55
0.50
9.30
5.30
6.36
0.20
6.66
Fr 106
2.02
1.46X2.0H 6.3 M SILL
3.20 1.14
1.46X2.0H 6.3 M SILL
1.52
1.84
2.46X7.3H 6.3 M SILL
0.60
1.45
0
32
2.15
0.8X2.2H
2.50
0.8X2.2H
Fr 120
OFFICE 11
3.10
3.80
OFFICE 12
0.10
2.05
0.8X2.2H
0.8X2.2H
Fr 121
Fr 122
OFFICE 13
OFFICE 14
1.80
1.84 0.10
3.20 1.52
BELOW
0.10
1.46X2.0H 6.3 M SILL
1.14
LABORATORY BUILDINF
W1
FOUNTAIN
WAITINF AREA BUILDINF
Fr 128
4.50 2.46X7.3H 6.3 M SILL
CLASSROOM BUILDINF " TYPE C "
W1
0.55
Fr 034
T O
PORCH
PLAZA
F.F.L +0.70 C.F.L. +0.60
O P E N
Fr 022
09
CORRIDOR
Fr 119
9.40
C2
Fr 040
Fr 135
2.32
Fr 021
C2
2.46X7.3H 6.3 M SILL
0.30
2.10 0.30 1.33 F.F.L +5.50 C.F.L. +5.40 9.40
BUILDINF "TYPE B"
Fr 039
3.46
0.30
5.50
1.34
3.05 2.65
HOLD FUTURE EXPANSION
CLASSROOM BUILDINF " TYPE C "
2.75
1.80
1.46X2.0H 6.3 M SILL
2.02
( 12 ) MALE TEACHERS 7.70 2.57
2.46X7.3H 6.3 M SILL
2.50
2.75
1.65
( 12 )
1.14X2.2H
0.90 1.14X2.2H
4.45 1.80
1.00
F.F.L +5.50 C.F.L. +5.40
0.20 Fr 129
W.C.
1.00
CLASSROOM "A"
1.80
OFFICE 10
2.80
OFFICE 09
1.05
4.27
( 10 ) CLASSROOM "A"
JAN 0.60
7
8.45
( 11 ) CLASSROOM "A"
F.F.L +5.50 C.F.L. +5.40
0.5X2.2H0.84X2.2H0.84X2.2H0.84X2.2H
1.14X2.2H
3.75
6.30
Fr 105
0.8X1.0H 6.3 M SILL
1.46 X12.3 H 1.5 M SILL
0.26 1.14
1.65
7.70 0.90
1.80
Fr 127
Fr 104
1.14X2.2H
1.00
Fr 118
2.01
W.C.
ADMINISTRATION
0.90
1.14X2.2H
2.75
3.35 2.85
3.05
7.60
6.30
4.85 0.90
F.F.L +5.50 C.F.L. +5.40 6.00
0.10 0.68 1.14X2.2H
3.10 1.00
3.85
0.8X2.2H
Fr 117
3.58
3.70
0.90 1.14X2.2H
1.14 0.90
2.50
2.50
2.67
1.80
2.50
0.8X2.2H
Fr 116
2.57
SERVICES
1.14X2.2H 0.67
1.14X2.2H
0.84X2.2H0.84X2.2H0.84X2.2H
2.05
0.8X2.2H
Fr 123
2.46X7.3H 6.3 M SILL
SERVICES
2.11
0.80
3.46
2.46X7.3H 6.3 M SILL
1.80
CORRIDOR
OFFICE 08
1.07
13.22
1.14X2.2H
ELE. 3
6.61
7.41
0.20
6
2.45
W1
1.80
7.70
7.70
Fr 114
7.85 6.66
Fr 134
( 07 ) MALE TEACHERS
Fr 115
3.75
3.75
CLASSROOM "A"
Fr 125
1.65 0.90
( 09 )
7.90 1.14X2.2H
1.14X2.2H
F.F.L +5.50 C.F.L. +5.40 1.80
Fr 103
CLASSROOM "A"
6.81
0.10
5.95
( 08 )
9.40
8.45
4.27
0.20
Fr 102
Fr 124
0.90
1.65
TPH
( 07 )
6.00
F.F.L +5.50 C.F.L. +5.40
2.00
Fr 133
9.60
( 11 ) MALE TEACHERS
Fr 101
CLASSROOM "A"
5
7.50
0.40
( 10 ) MALE TEACHERS
F.F.L +5.50 C.F.L. +5.40
6.81
1.14X2.2H
( 09) MALE TEACHERS
7
1.60
0.50
CORRIDOR
0.40
Fr 126
2.85
2.85 1.65
4.75
F.F.L +5.50 C.F.L. +5.40
1.14X2.2H
1.75
7.50
Fr 136
1.14X2.2H
( 08 ) MALE TEACHERS
3.95 1.00
0.50
SECTION
F.F.L +0.70 C.F.L. +0.60
13.22
0.26
1.14X2.2H
C.F.L. +5.40
0.84X2.2H 0.84X2.2H 1.4X2.2H
15.05
2.40 0.30
7.50
F.F.L +5.50 C.F.L. +5.40
0.10
1.39 F.F.L +5.50 0.8X1.0H 6.3M SILL
1.70
1.46 X12.3 H 1.5 M SILL
6.90
1.75 0.50
3.25
F.F.L +0.70 C.F.L. +0.60
CORRIDOR
2.67
2.00
1.00
ELE. 2
BELOW
1.75 0.50
5
6
T O
0.30
O P E N
BELOW
BELOW
SECTION
6.50
2.40
15.05
5.30
CORRIDOR
ELE. 1
Fr 139
(SKYLIFHT)
T O
T O
Fr 036
Fr 033 Fr 138
3
2.00
1.75
0.10
1.75
0.50
0.50
F.F.L +5.50 C.F.L. +5.40
O P E N
O P E N
F.F.L +5.50 C.F.L. +5.40
4.05
F.F.L +0.70 C.F.L. +0.60
Handril
4
ELECTRICAL ROOM
0.8X1.0H 6.3 M SILL
CORRIDOR
2.00
2
1.14X2.2H
3.95
3.75
4.70
4.79
Fr 132
4.67
F.F.L +5.50 C.F.L. +5.40
0.8X1.0H 6.3 M SILL
0.30
Sidewalk
4.27
1.14X2.2H
0.30
0.30
0.10
Sidewalk
0.10
0.95
0.30
0.95
1.14X2.2H
0.30
0.90
0.70
0.70
0.10
0.10
0
CLASSROOM
( 07 )
1.46 X12.3 H 1.5 M SILL
CLASSROOM
Fr 112
Fr 111
4.27
CLASSROOM
Fr 110
( 06 )
2.00
( 05 )
F.F.L +5.50 C.F.L. +5.40 11.30
( 04 )
F.F.L +5.50 C.F.L. +5.40
0.26
( 03 )
F.F.L +5.50 C.F.L. +5.40
10.90
Fr 109
3.25
3
Fr 130
2.45
1.45
W.C.
1.07
7.80
10.15 8.65
F.F.L +5.50 C.F.L. +5.40
9.05
8.65
8.65
11.20
F.F.L +5.50 C.F.L. +5.40
Fr 108
6.24
0.26
4.05 F.F.L +5.50 C.F.L. +5.40 0.50
2.57 0.20
1.39
2.46X7.3H 6.3 M SILL
F.F.L +5.50 C.F.L. +5.40
4.27 1.70
0.84X2.2H 0.84X2.2H 0.5X2.2H
2.02
7.80
7.60
Fr 107
4.80
1.14X2.2H
JAN
0.84X2.2H
1.39
1.46 X12.3 H 1.5 M SILL
0.60
1.14
1.84
9.60 F.F.L +5.50 C.F.L. +5.40
2.00
1.00 1.05 3.95
1.14X2.2H
1.00
BELOW
1.52
2.46X7.3H 6.3 M SILL
3.10
7.85
0.30
2
T
9.40 O
1.70
7.80
3.45
1.39
2.46X7.3H 6.3 M SILL
1.84
1.60
2.67
7.80
1.52
Fr 037
1.14
2.46X7.3H 6.3 M SILL
2.67
2.02
1.46X2.0H 6.3 M SILL
2.46X7.3H 6.3 M SILL
2.57
1.46X2.0H 6.3 M SILL
1.14X2.2H
1.07
1.46X2.0H 6.3 M SILL
0.80
1.60
1.46X2.0H 6.3 M SILL
0.80
1 2.46X7.3H 6.3 M SILL
0.80
1
2.67
8
8
0.7X16.95H 0.7 M SILL
0.7X16.95H 0.7 M SILL
A
B
C
D
E
SECTION
F
F*
G
H
I
J
كك
SITE B
INE ARY L OUND ROAD
7.3 M
ACCESS POINT
TOWNHOUSE B
ACCESS POINT
STRI AN R 6.1 M OAD
PROMENADE ROAD
NCY RGE EME
11% ESTR PED IAN S
Z12
Z09 PE
%
10
FRESH AIR SHAFT ACCESS POINT
DE
RO AD
TOWNHOUSE A
EN CY
G
ER
EM
PERIMETER WALL
EME RGE
POOL
%
10
D
4%
DI WA
O TOP TO-
10 %
25m TB
t SE
PE DE RIA APARTMENT D
OP
-10m K AC
GENERATOR SHAFT
AD
RO
BLOCK B
TOWNHOUSE A
NC Y
RG E
EM E
EXHAUST SHAFT
PERIMETER WALL 6
Z0
PE
NCY
OF
t SE TR N IA
PRIVATE GARDEN
APARTMENT B
S DE
RK E PA C R AN CA TR EN
NCY RGE EME ANCE ENTR
ROA 3M D 7.
M
K
N BA
TB ACK
PLA FB ANK AD
RO
POOL (HEATED)
ACCESS POINT
EXHAUST SHAFT
PRIVATE GARDEN
TOWNHOUSE A
APARTMENT A
PEDESTRIAN BRIDGE
4%
E
GE
ID BR
APARTMENT D
APARTMENT B
APARTMENT A
AD
I- T
D WA IN MA
O-
T 6.1 5 Z0
KINDERGARDEN
EN OM
7
Z0
Z08
ACCESS POINT EXHAUST SHAFT
VILLA
POOL HOUSE
LAGOON
EN A
M
PR O
ANFITHEATRE
RESTAURANT &CAFE
Z06
INDOOR POOL
PR
B GE
RI D
POOL (HEATED)
S T RI AN
DE
TOWNHOUSE B PRIVATE GARDENS PROMENADE ROAD
NK
MARKET &BOUTIQUE
GE
ID BR
Z04
OA NR
KIDS POOL
OF BA
MULTI PURPOSEHALL
IN MA
SPORTS HALL
T PLA
TREE
W -T OP
AD I
EME R ENTR GENCY ANCE
6.1 M
POOL
OAD
AN R
STRI
GREENERY
GENERATOR SHAFT
PEDE
TOWNHOUSE A
1 0m tS ET BA CK
5%
APARMENT D
INDOOR BASKETBALL
Z03
4 Z0
TE
SI B DA
OU N
Z01
3 Z0
LIN E
CARPARK CANOPY
EMERGENCY ENTRANCE
TOWNHOUSE B
PRIVATE GARDEN
CARPARK CANOPY
TRAFFIC CONTROL PLAN
DRAWN BY
ELFATEH
NUMBER:
03 CHECKED BY
A.E
REVISION:
00
Scale As 1:200
BEC-D3-000-00-DWG-SA-0000-AR-003/00 DRAWING NO.
ET-400-R00
WAH-A-SD-D
PERIMETER WALL
PRIVATE GARDEN
FRESH AIR SHAFT ACCESS POINT
TOWNHOUSE A
BLOCK D
ACCESS POINT FRESH AIR SHAFT
9%
BLOCK D
RY
DRAWING TITLE: Z02
Prototype 00 - Site No. 000 CAR PAR K ENTRANC E
DWG. TITLE
PROMENADE ROAD
APARTMENT B
PRIVATE GARDENS
W AD I-
RECREATION AREA
APARTMENT E
POOL
PRIVATE GARDEN PROMENADE ROAD
3%
APARTMENT D
ACCESS POINT
PRIVATE GARDENS PROMENADE ROAD APARTMENT B
TENNIS COURT
WADI AL HADA ST
M D 7.3 ROA PRIVATE GARDENS
K
BLOCK B
APARTMENT D
APARTMENT B
F BAN
APARTMENT B
6.1 M
Z18 APARTMENT B
Z08
B
P
PEDE
T MEN
Z10
BLOCK A
Y GENC
EMER ARK CAR P CE N ENTRA
T APAR
POOL
PRIVATE GARDENS PROMENADE ROAD
TOWNHOUSE A
LATO - TOP O
TR
TOWNHOUSE B
t S E T BA CK
PL A T O- 2 5m
APARTMENT A
NS EE T
BLOCK C
APARTMENT B
PE D ES TR IA
9.11%
OAD
6.1 M
BLOCK A
AN R
G
ER Y
C
M
BO
LI POOL (HEATED)
TOWNHOUSE A
MEP
CARPARK CANOPY
3.86%
GREENERY BLOCK C
STRI
PEDE
TOWNHOUSE B
GREENERY BLOCK C
BLOCK B
ACCESS POINT
ACCESS POINT
EM EN R AD
O 7. 3
S IT E UN DA RY NE
APARTMENT C
ELFATEH TENNIS COURT
WATER TANK 3.00*3.00 M
4.19% Z13 GENERATOR SHAFT
PERIMETER WALL
TOWNHOUSE B
Z14
PERIMETER WALL H: 3M CARPARK CANOPY
R00
KEYPLAN: 13%
TOWNHOUSE A
CLIENT: BASKETBALL COURT
CAR PARK EXIT
CONSULTANT
CARPARK CANOPY
PERIMETER WALL
LEGEND:
SIGN BOARD HERE
00-
T -4 -D E
-SD
H-A
WA
SECURITY BUILDING
MODIFICATIONS STAFF DORMITORY
PEDESTR IAN ROAD
21/02/2018
*SECOND SECURITY POINT
ENTRANCE BUILDING
TECHNICAL BUILDING
*FIRST SECURITY POINT
DE
OWNER'S REPRESENTATIVE: SECURITY BUILDING
EMERGEN CY ROAD
MAIN CONTRACTOR: 10%
ENG.DR.Tarek M.A.AL-Shawaf
Holdin g Tank 3.00* 3.00 M
Submittal for Approval Z0 7
SAUDCOSULT SAUDI CONSULTING SERVICES Labor To ilets
PROMENA
ROAD PEDESTRIAN
IT EX PROMENADE
00
TOP O F BANK
PROJECT TITLE: VIP VILLA
0%
CONSULTAN T CIVIL
EMERGENC Y ROAD
MEP
5.0
BY
VIP VILLA
0%
DATE WADI-
MEP NK R TA WATE 00 M *3. 3.00
k g Tan Holdin .00 M *3 3.00 CIVIL
s Toilet Labor TANT SUL CON
DESCRIPTION K 10 mt S ET BAC
WADI-
MEP
DWG. NO. VIP VILLA
EX IT
Labor Toilets Holding Tank 3.00*3.00 M
WATER TAN K 3.00*3.00 M
5.0
ANK
CONSULTANT
REV EMERGENC Y ROAD
OF B TOP TOPLA
T 6.1 M
CIVIL WATER TANK 3.00*3.00 M
Z15 Holding Tank 3.00*3.00 M
NOTES: EXIT
DWG. TYPE ACK SET B
STREE TRIAN PEDES
Labor Toilets
REFERENCES TO25m t PLA
Z17
C EN AR TR PA AN RK C E
TOWNHOUSE A
ACCESS POINT
AT E G AI N M
CIVIL
SIGN BOARD HERE
@ A0
SECTION
A
B
C
D
E
F
F*
G
H
J
I
LEGEND BLOCK F.F.L +0.10 C.F.L. +0.0
CONCRETE ISOLATED
PLANT BOX
0.7X16.95H 0.7 M SILL
0.7X16.95H 0.7 M SILL
F.F.L +0.7 C.F.L. +0.6
1.52
1.07
1.14
O P E N
2.27
9.40
T O
1.46X2.0H 1.5 M SILL
1.14
1.07
7.50
ABOV E
F.F.L +0.7 C.F.L. +0.6
1.46X2.0H 1.5 M SILL
1.52
1.46X2.0H 1.5 M SILL
1.14
2.02
1.78
0.40
1.14
1.60
F.F.L +0.7 C.F.L. +0.6
CLASSROOM
Gr 008
F.F.L +0.7 C.F.L. +0.6
Gr 011
10.25 8.65
11.30
( 01 )
8.65
8.65
8.65
Gr 009
( 02 )
1.14
F.F.L +0.7 C.F.L. +0.6 Gr 010
10.25
1.46X2.0H 0.26 1.5 M SILL
15.70
F.F.L +0.7 C.F.L. +0.6
11.20
1.46X2.0H 1.5 M SILL
LIBRARY
CLASSROOM
1.46X2.0H 1.5 M SILL
1.14
Gr 030
MULTI PURPOSE ROOM
3.61 5.95
0.80X2.2H
4.32
1.14X2.2H
1.14X2.2H
4.20
1.14X2.2H
5.95
1.14X2.2H
0.35 0.80X2.2H
0.35
0.25
2
6.18
0.80X2.2H
1.80
0.80X2.2H
0.25
0.10
0.95
1.70
JAN
6.18
0.30
0.30
0.95
0.60
0.10
0.30
0.30
0.10
0.85
1.00 1.05 3.95
0.25
1.05
1.00
1.80
2
0.35
0.35
0.90
0.25
0.90
0.80
0.70
3.61
ENTRANCE
PVECTRICAL ROOM
1.70
1.46X2.0H 1.5 M SILL
Gr 035
7.85
1.46X2.0H 1.5 M SILL
15.80
2.62
1.46X2.0H 1.5 M SILL
1.73
1.14
1.46X2.0H 1.5 M SILL
1.46X2.0H 1.5 M SILL
2.02
1.46X2.0H 1.5 M SILL
11.20
1.78
1.46X2.0H 1.5 M SILL
0.80
1.14
1.46X2.0H 1.5 M SILL
0.80
1.73
1.60
1.46X2.0H 1.5 M SILL
0.80
1 1.46X2.0H 0.261.5 M SILL
0.80
1
1.53
6.47
1.30
0.65
1.30
4.70
F.F.L +0.7 C.F.L. +0.6
0.50 1.75
5.30
ENTRANCE
0.30 0.69 1.14X2.2H 0.60
8.06
0.20
1.14X2.2H 0.50
0.63
1.14X2.2H0.36
5.00
0.10 0.50 1.14X2.2H 0.59
5.00
5
0.60
Gr 021
2.80 1.46X2.0H 1.5 M SILL
3.20 1.14
1.46X2.0H 1.5 M SILL
1.52
W.C.
3.20 1.07
1.46X2.0H 1.5 M SILL
1.14
1.46X2.0H 1.5 M SILL
2.62
0.55
2.75
1.80 3.61
CLASSROOM "A"
HOLD FUTURE EXPANSION
CLASSROOM BUILDING " TYPE C " ADMINISTRATION BUILDING "TYPE B"
Gr 039
1.46X2.0H 1.5 M SILL
1.80
OFFICE 03
1.96
1.00
Gr 041
CORRIDOR
Gr 021
C2
C2
Gr 040
Gr 022
PORCH 32
09
PLAZA
CLASSROOM BUILDING " TYPE C "
LABORATORY BUILDING
W1
FOUNTAIN
2.5X3.0H
1.00
2.5X3.0H
1.70
0.20
2.95
F.F.L +0.7 C.F.L. +0.6
F.F.L +0.7 C.F.L. +0.6 Gr 034
9.40
3.00
0.84X2.2H
0.8X2.2H
Gr 023
7.60 2.27
1.46X2.0H 1.5 M SILL
1.46X2.0H 1.5 M SILL
Gr 025
1.07
3.20 1.52
1.95
OFFICE 07
OFFICE 06 0.10
1.14
0.8X2.2H
F.F.L +0.7 C.F.L. +0.6
Gr 024
OFFICE 05
OFFICE 04
2.10
0.8X2.2H
F.F.L +0.7 C.F.L. +0.6
F.F.L +0.7 C.F.L. +0.6
Gr 022
2.50
0.10
1.46X2.0H 1.5 M SILL
1.14
2.80
1.75
1.46X2.0H 1.5 M SILL
2.02
Gr 017
( 06 )
MALE TEACHERS 7.70 1.78
1.46X2.0H 1.5 M SILL
1.14
1.46X2.0H 1.5 M SILL
W1
1.70
1.14
0.30
WAITING AREA BUILDING
1.86
1.73
OFFICE 02
F.F.L +0.6 C.F.L. +0.5
0.30 1.34
1.00
1.46X2.0H 1.5 M SILL
OFFICE 01
Gr 020
2.40
5.50
Gr 019
F.F.L +0.7 C.F.L. +0.6
2.56
0.30
0.30
1.00
1.80
Gr 018
1.00 1.14X2.2H
0.10
1.14X2.2H
3.20
3.70 2.02
F.F.L +0.7 C.F.L. +0.6
2.30
1.34
1.30
1.78
1.75
0.80X2.2H
0.84X2.2H0.84X2.2H0.84X2.2H
1.14
1.46X2.0H 1.5 M SILL
2.50
0.80X2.2H
2.80
1.80 3.50 0.90 1.14X2.2H
1.16 1.14
7.70 1.46X2.0H 0.26 1.5 M SILL
2.10
0.80X2.2H
F.F.L +0.7 C.F.L. +0.6
0.90
1.60
( 01 ) MALE TEACHERS
3.20
3.20
Gr 012
1.75
CORRIDOR
1.96
1.05
0
6.66
( 06 )
0.20
0.20
0.20 0.30
3.50 1.00
1.46X2.0H 1.5 M SILL
7.70
0.20
0.26
MALE TEACHERS
6.36
1.14X2.2H
Gr 007
2.30
PVE. 3
1.14X2.2H
Gr 016
( 05 )
JAN 0.60
F.F.L +0.7 C.F.L. +0.6
3.46
6.61
Gr 015
( 04 ) MALE TEACHERS
F.F.L +0.7 C.F.L. +0.6
0.5X2.2H 0.84X2.2H 0.84X2.2H 0.84X2.2H
7
7.90
0.90
7.70
0.90 1.14X2.2H
7.85 0.20
1.14X2.2H
4.70 7.10
7.90
1.35
7.60
6.46
1.14X2.2H
0.90
6.66
2.30
6.15
Gr 014
( 03 ) MALE TEACHERS
Gr 040
1.03 1.46X2.0H 1.5 M SILL
1.73
CLASSROOM "A"
Gr 029
0.84X2.2H0.60
W1
CLASSROOM "A"
Gr 013
7.90
8.04
1.14X2.2H
( 02 ) MALE TEACHERS 1.14X2.2H
( 05 )
CLASSROOM "A"
7.85
2.30
7.90
7.90
3.61
( 01 )
( 04 )
6
2.45
W.C.
Gr 006
0.10 1.35
0.20
Gr 005
MEETING ROOM
0.90
7.90
F.F.L +0.7 C.F.L. +0.6
Gr 001
Gr 004
( 03 ) CLASSROOM "A"
CLASSROOM "A"
0.85
7
4.85
4.70
3.65 1.14X2.2H
F.F.L +0.7 C.F.L. +0.6
1.35
6.46
2.00 F.F.L +0.7 C.F.L. +0.6
Gr 003
0.80
1.75
Gr 002
0.90
3.95 1.00
1.4X2.2H
F.F.L +0.7 C.F.L. +0.6
( 02 )
0.10
1.80
1.70 1.00
0.84X2.2H
TPH
0.84X2.2H
4.15
0.10
W.C.
Gr 026
F.F.L +0.7 C.F.L. +0.6
F.F.L +0.7 C.F.L. +0.6
0.30
1.14X2.2H
F.F.L +0.7 C.F.L. +0.6 0.84X2.2H
4.75
12.3X1.46H 1.5 M SILL
1.39
6
3.25
5.00
1.39
0.50
0.66 1.14X2.2H 0.50 0.62
3.25
5.00
F.F.L +0.10 C.F.L. +0.0
SECTION
1.35
0.10 0.60
1.75
1.75
0.30
PVE. 2
ABOVE
ABOVE 2.00
Gr 032
2.40
6.85
6.50
2.40
(SKYLIGHT) O P E N T O A B O V E
14.90
0.30
0.30
F.F.L +0.7 C.F.L. +0.6
Gr 037
0.10
0.50
0.50 1.75
4
Gr 033
7.00
14.90
5.30
ENTRANCE
2.00
T O
T O
Gr 036
F.F.L +0.7 C.F.L. +0.6
PVE. 1
3
3.25
CORRIDOR
O P E N
O P E N
Gr 031
4.05
3.95
Gr 039
Handril
F.F.L +0.7 C.F.L. +0.6
5
6.27
Sidewalk
4.68
Sidewalk
1.30
3.75
4.70
F.F.L +0.7 C.F.L. +0.6
CORRIDOR
4
SECTION
0.65
F.F.L +0.7 C.F.L. +0.6 Gr 038
2.00
F.F.L +0.10 C.F.L. +0.0
9.28
0
0.65
12.3X1.46H 1.5 M SILL
1.30
1.60
4.80
12.3X1.46H 1.5 M SILL
0.23 1.30
1.39
6.47
1.14X2.2H
1.30
0.26
0.65
3.25
3
1.30
1.35
1.39
0.60 0.20 F.F.L +0.7 C.F.L. +0.6 0.84X2.2H 2.45
6.27
3.75
Gr 013
0.36
W.C. 4.05
1.14X2.2H
0.84X2.2H 0.84X2.2H 0.5X2.2H
PLANT BOX
PLANT BOX
12.3X1.46H 1.5 M SILL
Gr 028
0.84X2.2H
8
8
0.7X16.95H 0.7 M SILL
0.7X16.95H 0.7 M SILL
PLANT BOX F.F.L +0.10 C.F.L. +0.0
A
B
C
D
E
SECTION
F
F*
G
H
I
J
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