1:50
1:100 0
1
2
3
4
5
0
1
2
3
4
5
6
7
8
9
1:200
10
5
0
10
15
20
1:500
1:1000 0
10
20
30
40
0
50
10
20 30 40 50 60 70 80 90 100
VICINITY PLAN: PROJECT SITE
MAKKAH
PLANT NORTH= Y
MAKKAH
REAL NORTH
MYAS GRID
MYAS GRID
MAKKAH GRID MYAS
PLANT EAST=X REAL EAST
19
GUARD ROOM 1 GUARD ROOM 2
28
GREEN AREA
19
21 GREEN AREA
21 GREEN AREA
MASTER KEY PLAN: 21
GREEN AREA
PROJECT SITE 07 ADMINISTRATION
WEIGHING BRIDGES
ROAD 1
18
ROAD 12 CHEC / IGCC
ROAD 16
GREEN AREA
ROAD 1A
21
GREEN AREA
RESRECO
21
SOLB STEEL
ROAD 18
13 PRAYER AREA
ASPHALT
KEY PLAN:
21
21 SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
21
GREEN AREA
THIS BUILDING
GREEN AREA
08
03
SLOPE 15%
03
WHITE SUGAR 02 SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
03
FACILITY AREA AND CANTEEN
SLOPE 15%
WHITE SUGAR 01
PAKING STATION SLOPE 15%
SLOPE 15%
21
SLOPE 15%
21 GREEN AREA
GREEN AREA
21
FLOOR FINISH TYPES ASPHALT
CODITIONING SILOS 14
INTERLOCK GRASS
20B SLOPE 14%
SLOPE 10%
SLOPE 10%
SLOPE 10%
SLOPE 10%
SLOPE 10%
SLOPE 10%
SLOPE 10%
SLOPE 10%
SLOPE 10%
20C
SLOPE 14%
SLOPE 14%
SLOPE 14%
GENERAL NOTES:
04 WORKSHOP SLOPE 14%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
1) ALL DIMENSIONS ARE IN MILLIMETERS & LEVELS IN METERS UNLESS OTHERWISE SPECIFIED. 2) ALL LEVELS INDICATED ARE FINISHED FLOOR LEVELS UNLESS OTHERWISE INDICATED.
SLOPE 14% SLOPE 10%
SLOPE 10%
SLOPE 10%
SLOPE 10%
SLOPE 10%
09
3) THIS DRAWING TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL & SPECIFICATION'S THE
STORE BUILDING
SLOPE 10%
SLOPE 15%
SLOPE 15%
SLOPE 15%
SLOPE 15%
CONTRACTOR SHALL COORDINATE THESE DRAWINGS AND REPORT IF ANY DISCREPANCY FOR CLARIFICATION
1 FUTUR PROCESS BUILDING 02
SLOPE 10%
01 SLOPE 14%
PROCESS BUILDING 01
SLOPE 10%
SLOPE 10%
BEFORE PROCEEDING WITH THE WORK INVOLVED.
SLOPE 14%
4) ALL MATERIALS SHOULD BE APPROVED BEFORE STARTING.
20A
5) CONTRACTOR HAS TO SUBMIT SHOP DRAWINGS WITH DETAILS AND SAMPLES FOR APPROVAL PRIOR OF EXECUTION OF WORK. SLOPE 14%
SLOPE 15% SLOPE 15%
SLOPE 14%
22
1500
GREEN AREA
SLOPE 14%
SLOPE 15% SLOPE 15%
SLOPE 14%
11
AIR COMPRESSOR STATION
01
04/08/2017
BIA
AS PER R.C. COMMENTS
00
01/02/2017
BIA
FIRST EDITION
REV. NO
DATE
BY
DESCRIPTION
10 CO2 STATION
APPROVED BY.
KINGDOM OF SAUDI ARABIA SLOPE 100%
SLOPE 100%
SLOPE 100%
SLOPE 100%
ROYAL COMMISSION FOR JUBAIL & YANBU
17 20D
BOILERS
DIRECTORATE GENERAL FOR YANBU PROJECT SLOPE 100%
SLOPE 100%
SLOPE 100%
17
SLOPE 100%
POWER HOUSE
ALREEF SUGAR REFINERY CO. (JSC)
PROJECT :
SLOPE 100%
SLOPE 100%
SLOPE 100%
SLOPE 100%
SLOPE 100%
SLOPE 100%
SLOPE 100%
20E
SLOPE 100%
ALREEF SUGAR REFINERY CO. (JSC)
39 WATER TANK
FIRE WATER PUMPS
12
DRAWING TITLE :
SITE PLAN
500
02
02
06
RAW SUGAR STORAGE 02
RAW SUGAR STORAGE 01
FUEL TANKS
SLOPE 100%
SLOPE 100%
SLOPE 100%
SLOPE 100%
16
SLOPE 100%
SLOPE 100%
SLOPE 100%
SLOPE 100%
SLOPE 100%
SEA WATER TREATMENT STATION
SLOPE 100%
SLOPE 100%
EPC CONTRACTOR & DESIGNER: BIOMASS INDUSTRIES ASSOCIATES Address: Avenue de la bourse, Lac2 Immeuble El wafa , Bureau N°B2, 2ème étage 1053 Tunis/Tunisie Tel: +216 71 190 184 Fax: +216 71 190 184 Email:
[email protected]
SLOPE 100%
15 MOLASSE TANKS
SLOPE 100%
SLOPE 100%
SLOPE 100%
SLOPE 100%
20F
MASTE WATER TREATMENT
05
DESIGNED BY : BIA
E
COSMOS-E
BIOMASS INDUSTRIES ASSOCIATES
ENGINEERS & CONSULTANT
REVIEWED BY : COSMOS CIVIL & STEEL CONSULTANT
Engineers & Consultants
ALTORATH ENGINEERING CONSULTANTS
DESIGNED BY: AL
E
H
K
I FA E X ELL EN C
AIC
DE
E
C
SY
NA
Net I ST
YT
NE M EG
A
ILA UQ DE
ISO
ITR EC IF
METSY S
T
SECT.MANAGER :
C
I IF TR
ME
CHECKED BY :
CONSULTING ENGINEERS & PROJECT MANAGERS
A
WA RD
IKH SHE
DRAWN BY :
M
ROAD 18
BIOMASS INDUSTRIES ASSOCIATES
ABU DHABI TEL:+970-2-6775900 FAX: +971-2-6788620 P.O.BOX4644
9001:2000
DIRECTOR :
SITE PLAN AR-A1-000-005 AR-A1-000-005 SCALE:
N.T.S
AIB VINCOTTE
INTERNATIONAL
WEB.SITE: WWW.MAZROUEIGROUP.COM E-MAIL:
[email protected]
A/E APPROVAL :
WBS.NO :
R/C APPROVAL :
CONT.NO :
DATE : JULY 2017
SCALE : 1/100
DRAWING NO : AR-A1-000-005
REVISION NO : 01
SHEET: AR-A1-000-005 OF 12