Arch elfateh portofolio

Page 1

=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

‫كك‬






























Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.