KEY PLAN
N
N
NOTES
1.
ALL DIMENSIONS ARE IN MILLIMETRES AND ALL LEVELS ARE
IN METERS UNLESS OTHERWISE SPECIFIED.
2.
READ THIS DRAWING IN CONJUNCTION WITH RELATED MECH. AND ARCH.
DRAWINGS.
3.
MINIMUM CHARACTERISTIC COMPRESSIVE STRENGTH AT 28 DAYS (Fc’)
AS FOLLOWS:
•
RC: C35 (COMPRESSIVE CYLINDER STRENGTH)
•
PC: C11 (COMPRESSIVE CYLINDER STRENGTH)
WITH NORMAL PORTLAND CEMENT CONFORMING TO ASTM C150, UNLESS
OTHERWISE SPECIFIED ON THE DRAWINGS OR SPECIFICATIONS.
4.
CONCRETE COVER FOR REINFORCEMENT SHALL BE:
•
ISOLATED FOOTINGS
= 75mm
•
RAFT & SLABS IN CONTACT WITH SOIL = 50mm
•
BEAMS
= 50mm
•
COLUMNS
= 50mm
•
SLABS
= 25mm
•
WALLS
= 50mm
5.
MINIMUM REINFORCEMENT YIELD STRENGTH 420 MPa.
6.
STEEL MATERIALS SHALL BE AS FOLLOWS:
•
STRUCTURAL STEEL PLATES AND ANGLES ARE CONFORMING TO
ASTM A 36/A 36M HAVING A MINIMUM YIELD STRESS OF 245
N/mm2.
•
HOT ROLLED IPE AND H SECTIONS ARE CONFORMING TO ASTM A
572 GRADE 50 HAVING A MINIMUM YIELD STRESS OF 345 N/mm2.
•
CONNECTION BOLTS, NUTS, AND WASHERS: BOLTS SHALL
CONFORM TO ASTM A 490M, TYPE 1 OF GRADE 10.9.
•
ANCHOR BOLTS SHALL BE HOT DIP GALVANIZED OF GRADE 55
CONFORMING TO ASTM F 1554, OF 380 MPA MINIMUM YIELD
STRENGTH. COATING SHALL BE HOT DIP ZINC COATING
CONFORMING TO ASTM A153 CLASS C.
•
STEEL STRUCTURES,GRATING ,CHECKERED PLATES,ETC .SHALL
BE HOT DIP GALVANIZED.
7.
ISOLATED FOOTINGS WERE DESIGNED BASED ON AN ALLOWABLE
BEARING CAPACITY OF 300 kPa AND RAFT FOUNDATION WAS
DESIGNED ON AN ALLOWABLE BEARING CAPACITY OF 225 kPa.
2
00013
1
2
3
4
5
6
7
RAMP ON GRADE
9
10
11
12
51210
UP
4115
4010
3780
220
6100
6000
6000
6000
6000
5085
3900
EL +0.50
TOC
18
UP
GB2 (250 x 600)
E
8
550
RAMP ON GRADE
GB4 (250x600/1300)
RAMP ON GRADE
UP
00017
E
2016
GB20 (300 x 500)
900
STEEL STAIR
IPE360
IPE360
50mm GALVANIZED
STEEL GRATING
900
900
STEEL STAIR
IPE360
32
50mm GALVANIZED
STEEL GRATING
900
00018
50mm GALVANIZED
STEEL GRATING
30
IPE360
GB16 (250 x 1300)
150
SOG
150
SOG
EL -0.75
TOC
10
00016
EL +0.40
TOC
EL -0.75
TOC
150
SOG
150
SOG
EL +0.40
TOC
EL +0.40
TOC
200
EL +0.40
TOC
GB4 (250 x 1300)
TOC +0.40
GB2 (250 x 1300)
TOC +0.40
EL +0.40
TOC
GB4 (250 x 600)
GB4 (250 x 600)
GB4 (250 x 600)
GB4 (250 x 600)
3780
220
ROOF FLOOR PLAN
2200016406-D3-AYC-011PUB-ARCDR-00003
GROUND FLOOR PLAN
2200016406-D3-AYC-011PUB-ARCDR-00002
LOWER GROUND FLOOR PLAN
2200016406-D3-AYC-011PUB-ARCDR-00001
PUMP STATION GENERAL
ARRANGEMENT SECTION DETAILS
2200016406-D3-AYC-011PUB-MECGAD-00102
PUMP STATION GENERAL
ARRANGEMENT PLAN LAYOUT
2200016406-D3-AYC-011PUB-MECGAD-00101
20905
DRAWING NUMBER
1
6100
RAMP ON GRADE
UP
6000
6000
6000
5085
3
4
5m
SCALE 1:100
D
ISSUED FOR APPROVAL
17.01.2024
MAH
MES
MSN
C
ISSUED FOR APPROVAL
19.12.2023
MAH
MES
MSN
B
ISSUED FOR APPROVAL
20.11.2023
MAH
MES
MSN
A
ISSUED FOR APPROVAL
12.04.2023
MAH
MES
MSN
DATE
DRAWN
REV.
DESCRIPTION
CHECKED APPROVED
OWNER:
NATIONAL WATER COMPANY
EASTERN REGION
FOR PENETRATION SLEEVES REFER
TO ELECTRICAL DRAWINGS
6000
2
A
GB11 (250 x 600)
FOR PENETRATION SLEEVES
REFER TO ELECTRICAL DRAWINGS
4010
DRAWING TITLE
0
B
UP
4115
3255
C
00018
00017
RAMP ON GRADE
STEEL STAIR
IPE360
REFERENCE DRAWINGS
RAMP ON GRADE
IPE360
19
900
GCB1 (250 x 1300)
5200
EL +0.40
TOC
GB16 (250 x 1300)
00018
A
1630
1000
IPE360
33
GB1 (250 x 600)
GB21 (300 x 500)
GB12 (250 x 1300)
12
00016
900
STEEL STAIR
IPE360
GB3 (250 x 1300)
B
900
IPE360
EL -0.75
TOC
FOR PENETRATION SLEEVES REFER TO ELECTRICAL DRAWINGS
IPE360
EL +0.40
TOC
150
SOG
250
GB17 (300 x 500)
IPE360
150
SOG
GB6 (250 x 1300)
EL +0.40
TOC
GB15 (250 x 600)
GB14 (250 x 600)
150
SOG
00018
GB14 (250 x 600)
GB5 (250 x 600)
7055
00013
GB13 (250 x 600)
2270
D
FOR PENETRATION SLEEVES REFER
TO ELECTRICAL DRAWINGS
IPE360
20905
1
1110
00017
IPE360
31
EL +0.40
TOC
EL +0.15
TOC
GB17 (300 x 500)
20
GB3 (250x1300/750)GCB1 (250 x 1300)
150
SOG
350
GB19 (300 x 500)
GB1 (250 x 600)
GB18 (250 x 1300)
TOC +0.40
C
IPE360
00016
EL +0.40
TOC
150
SOG
IPE360
GCB1 (250 x 1300)
IPE360
11
150
SOG
50mm
GALVANIZED
STEEL GRATING
GB7 (250 x 1300)
GB8 (250 x 600)
2200
D
GB4 (250x600/1300/750)
900
IPE360
GB2 (250 x 600)
EL -0.75
TOC
STEEL STAIR
GB10
(250 x 600)
EL +0.40
TOC
150
SOG
GB9 (250 x 1300)
150
SOG
GB9 (250 x 1300)
EL +0.40
TOC
GB6 (250 x 1300)
150
SOG
GB6 (250 x 600)
6450
GB11 (250 x 600)
GCB1 (250 x 1300)
MAIN CONSULTANT:
ILF CONSULTING ENGINEERS SAUDI ARABIA
Prince Sultan Bin Abdulaziz Road | Delmon Building, No. 4380
34235 Al Khobar, P.O. Box 77072 | Kingdom of Saudi Arabia
3900
51210
MAIN CONTRACTOR:
1
2
3
4
5
6
7
8
9
10
11
12
AL-YAMAMA
Tel No : +966 13 82 66 444
Fax No : +966 13 82 70 089
P.O. Box No: 2210 Dammam 31451
Saudi Arabia
CONTRACTOR CONSULTANT:
ARTELIA
Tel. No: +971 04 886 5690
Fax No: +971 04 886 5691
P.O. Box No: 18271 Dubai, U.A.E.
PROJECT NAME :
Water Quality Improvement Project - South Strategic
Network and Reservoirs
Dammam Project 3
DRAWING TITLE:
DAMMAM 3 ALSHUALA PUMP STATION
GROUND FLOOR FRAMING PLAN
DRAWN BY:
1
PUB-00004
GROUND FLOOR FRAMING PLAN
DESIGNED BY:
CHECKED BY:
MAH
MES
MAH
APPROVED BY:
MSN
DWG NO.
2200016406-D3-AYC-011PUB-STR-DR-00004
1 : 100
SHEET NO.:
SHEET 4 OF 19
SCALE:
1 : 100
DATE:
17.01.2024
REVISION
SIZE
D
A1