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CONSTRUCTION OF ELEVATEDWATER TANK & WATER WELL VAULT
INTERNATIONAL CAMPUS AUGUST 2018
REVISIONREVISION NAMENO INITL DATE PRODUCED BY:
DESIGNED BY:
CHECKED BY:
APPROVALS
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI JUNE 12, 2018
JOSE CASTILOENG. BASIRULLAH SIDDIQI
1
0 SITE PLAN OF ELEVATED WATER TANK
N
SE
W
ELEVATED WATERTANK
WATER WELL VAULT
MAN HOLE
A-00
SEPTIC TANK
BASKETBALL COURT
FLOOR PLAN
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANK
12 JUNE 2018
ENG. BASIRULLAH SIDDIQI
ENG. BASIRULLAH SIDDIQI
1
A-01
1 2
A
B
B-B
7
21
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANK
12 JUNE 2018
ENG. BASIRULLAH SIDDIQI
ENG. BASIRULLAH SIDDIQI
2
A-02
WATER TANK ROOF PLAN
WATER TANK ACCESS
76mm OUTLET 50mm FILL PIPE
50mm DRAIN
65mm OVERFLOW
1 2
A
B
C-C
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
A-0302 MAY 2018
ENG. BASIRULLAH SIDDIQI
ENG. BASIRULLAH SIDDIQI
FRONT ELEVATION AND CROSS SECTION 4 0 2 4
GRAPHIC SCALE (METERS)
6 8
GROUND LEVEL
B-B
SEC
B-B
SEC
C-C
SEC
C-C
SEC
ELEVATED WATER TANK
WATER WELL VAULT PLAN
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANK
12 JUNE 2018
ENG. BASIRULLAH SIDDIQI
ENG. BASIRULLAH SIDDIQI
4
A-04
PIT
A-A
SEC
A-A
SEC
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANK
12 JUNE 2018
ENG. BASIRULLAH SIDDIQI
ENG. BASIRULLAH SIDDIQI
5
A-05
WATER WELL VAULT SECTION A-A
GALVANIZED STEEL LADDER
CEMENT GROUTING 300 CM
BENTONITE SEAL200 CM
FILTER GRAVEL PACK SIZE 2MM TO 5 MM
PVC SCHEDULE 8012 INCH CASING
PUMP LOCATIONFELSUM 2 INCH 10 KWATT, 7.5 HP
AIR LOUVER
WELL BOTTOM 150 METER
ACCESS COVER
GROUND LEVEL
WATER INSULATION (ISOGUM)
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANK
12 JUNE 2018
ENG. BASIRULLAH SIDDIQI
ENG. BASIRULLAH SIDDIQI
7
A-06
CAST IRON COVER
Ø 12 @ 200
Ø 12 @ 20 CM C/C
Ø 12 @ 20 CM C/C
GALVANIZED STEEL LADDER
WATER VAULT REINFORCEMENT PLAN
water stop (203-254) water stop (203-254)
GROUND LEVEL
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANK
12 JUNE 2018
ENG. BASIRULLAH SIDDIQI
ENG. BASIRULLAH SIDDIQI
7
A-07
VERTICAL LADDER DETAILS
14600 O
/ALL
176
PIT
CHES
@ 2
50m
m
21070
1860
1465
675
650
700
100
2500
210
758
300
300
748
14600
VERTICAL LADDER SECTION VERTICAL LADDER FRONT ELEVATION
VERTICAL LADDER PLAN
2 inches pipe 3mm thick
Hollow steel 20x40 with 2mm thick
BASE PLATE 200X200X 10 MM WITHANCHOR BOLTS BASE FITTINGS
2 inches pipe 3mm thick
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANK
12 JUNE 2018
ENG. BASIRULLAH SIDDIQI
ENG. BASIRULLAH SIDDIQI
3
P-01
GI 50mm DRAIN
GI 76 mm FILL PIPE
GI pipe76mm OVERFLOW
WATER TANK ACCESS
GI 76mm OUTLET
FLOAT SWITCH
FLOAT SWITCH ROD
HIGH LEVELAT 1700 MM(OFF)
FLOAT CLAMS
LOW LEVELAT 1000 MM(ON)
WATER TANK ELEVATION
NOTES:
-PROVIDE WATER TANK WITH FLOAT LEVEL SWITCHINTERLOCKED WITH WELL SUM PUMP OPERATION.- PIPE OUTLET SHALL BE EQUIPPED WITH INSECT SCREEN.-WELL PUMP IS SWITCHED ON WHEN THE FLOAT SWITCHCLINGING DOWN WARD POSITION AT THE LOW LEVEL ANDWELL PUMP IS SWITCHED OFF AT THE FLOAT SWITCH UPWARDPOSITION AT THE HIGH LEVEL AS SHOWN ON THE DRAWING.
SMC (SHEET MOLDING COMPOUND) WATERTANK WITH CAPACITY OF 20,000 LITERS
- ALL WATER PIPE MUST BE INSULATED AND COVEREDWITH GI SHEET.- WATER TANK MUST BE EQUIPPED WITH STAINLESSSTEEL LADDER INSIDE AND OUTSIDE.
WATER WELL VAULT PLUMBING PLAN
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANK
12 JUNE 2018
ENG. BASIRULLAH SIDDIQI
ENG. BASIRULLAH SIDDIQI
4
P-02
1
2
4
5
7
6
3
125 MM PIPE SLEVE
ITEM
EQUIPMENT DESCRIPTION
234567
DESCRIPTION1 WATER WELL
CHECK VALVE 76 MM76 MM CONNECTIONGATE VALVE 76 MMGATE VALVE 76 MMGI PIPE 76 MMPIT 300X300 MM.
6
CAD FILE BASIR DWG
SCALE 1:100
DRAWINGNUMBER
PROJECTNUMBER
0 0 0 0 0 1
0 0 0 0 0 1
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALS
C.F.O
INITL
ENG. Abdul Mobin Ezzat
JOSE CASTILLO
AUAFJuly, 2018
S-00/7ENG. BASIRULLAH SIDDIQ
ENG. Abdul Mobin Ezzat
Elevated Water TankJuly, 2018
July, 2018
July, 2018
Elevated Water Reservoir for Irrigation system AT THE INTERNATIONAL CAMPUS, AUAF
STRUCTURAL DRAWINGS TABLE OF CONTENTS
Sheet No. S-01/7 S-02/7 S-03/7 S-04/7
General notes. Elevation, Foundation plan, and Column reinforcement details Beams, and Ring beams reinforcement details.
Drawings
Slabs reinforcement details, plans and shuttering plans. S-05/7
Water well Vault plan and reinforcement details. S-06/7 S-07/7
Beams, and Ring beams reinforcement details. Slabs Shuttering plans.
CAD FILE BASIR DWG
SCALE 1:100
DRAWINGNUMBER
PROJECTNUMBER
0 0 0 0 0 1
0 0 0 0 0 1
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALS
C.F.O
INITL
ENG. Abdul Mobin Ezzat
JOSE CASTILLO
AUAFJuly, 2018
S-01/7ENG. BASIRULLAH SIDDIQ
ENG. Abdul Mobin Ezzat
Elevated Water TankJuly, 2018
July, 2018
July, 2018
AT THE INTERNATIONAL CAMPUS, AUAF
General Notes: 1. Foundations of this building has been designed for a bearing capacity of 1.0 kg/cm2. 2. R.C.C should have cube strength (200 kg/cm2). 3. Steel bar should have yield strength fy = 40 ksi (2800 kg/cm2). 4. All main bars are deformed bars and secondary bars are plain mild steel bars. 5. Mortars should be as follows.
Mortar for CMU masonry 1:5 (cement : Sand).P.C.C for filling CMU masonry 1:2:4 (cement : Sand, crushed agg.).
Plaster 1:5 (cement : Sand). Pointing 1:3 (cement : Sand). 6. Crushing strength of CMU should not be less than 100 kg/cm2 . 7. All masonries and concrete should be cured wet at least for two weeks. 8. Aggregate should be clean and well graded and maximum size of coarse aggregate should be 20 mm. 9. Cover to main reinforcement bars should be 15 mm for slabs, 25 mm for beams, 40 mm for columns ,and 50 mm for footings.
Elevated Water Reservoir for Irrigation system
CAD FILE BASIR DWG
SCALE 1:100
DRAWINGNUMBER
PROJECTNUMBER
0 0 0 0 0 2
0 0 0 0 0 1
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALS
C.F.O
INITL
Eng. Abdul Mobin Ezzat
JOSE CASTILLO
AUAFJuly , 2018
S-02/7ENG. BASIRULLAH SIDDIQ
Eng. Abdul Mobin Ezzat
Elevated Water TankJuly , 2018
July , 2018
July , 2018
GROUND LEVEL
B-B
SEC
B-B
SEC
RB-1
RB-3
RB-1
B-1
347
Section A-A
30
480
30
Column Section
B-B
SEC
B-B
SEC
B-B
SEC
B-B
SEC
B-B
SEC
B-B
SEC
Section B-B
00+00
+04+35
+08+70
+13+25
-02+35 GB-1
A
Foundation PlanScale 1:100
C1 C1
C1 C1
GROUND LEVEL
Vapor Retarder Granular Backfilling, compacted
R.C.C (M:200), 10cm CMU wall
RB-1
Detail - AScale 1:100
Notes:- 1. All dimensions are in centimeter.
2. For general notes refer to dwg. No. 01/5.
+13+25
24
10
34
24
10
34
540
540
+13+75 +13+75
50 50
50 50
Vapor Retarder Granular Backfilling 25cm, compacted
P.C.C (1:2:4), 10cm
R.C.C.Column
P.C.C (1:2:4), 10cm Lean Concrete
NGL, compacted
P.C.C (1:2:4), 10cm Lean Concrete
Natural GROUND LEVELNatural GROUND LEVEL
34
24
10
C1 C1
CAD FILE BASIR DWG
SCALE 1:100
DRAWINGNUMBER
PROJECTNUMBER
0 0 0 0 0 3
0 0 0 0 0 1
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALS
C.F.O
INITL
Eng. Abdul Mobin Ezzat
JOSE CASTILLO
AUAFJuly , 2018
S-03/7ENG. BASIRULLAH SIDDIQ
Eng. Abdul Mobin Ezzat
Notes:- 1. All dimensions are in centimeter.
2. For general notes refer to dwg. No. 01/5.
Elevated Water TankJuly , 2018
July , 2018
July , 2018
B-1
Section C-C
C-C
SEC
C-C
SEC
B-2
Section C-C
C-C
SEC
C-C
SEC
B-4
Section H-HH-H
SEC
H-H
SEC
B-3
Section I-I
I-I
SEC
I-I
SEC
CAD FILE BASIR DWG
SCALE 1:100
DRAWINGNUMBER
PROJECTNUMBER
0 0 0 0 0 3
0 0 0 0 0 1
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALS
C.F.O
INITL
Eng. Abdul Mobin Ezzat
JOSE CASTILLO
AUAFJuly , 2018
S-04/7ENG. BASIRULLAH SIDDIQ
Eng. Abdul Mobin Ezzat
Elevated Water TankJuly , 2018
July , 2018
July , 2018
RB-1 Section D-D
D-D
SEC
D-D
SEC
RB-2
Section D-D
D-D
SEC
D-D
SEC
RB-3 Section E-E
E-E
SEC
E-E
SEC
RB-4
Section F-F
F-F
SEC
F-F
SEC
Notes:- 1. All dimensions are in centimeter.
2. For general notes refer to dwg. No. 01/5.
1. All dimensions are in centimeter.
2. For general notes refer to dwg. No. 01/5.
CAD FILE BASIR DWG
SCALE 1:100
DRAWINGNUMBER
PROJECTNUMBER
0 0 0 0 0 4
0 0 0 0 0 1
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALS
C.F.O
Eng. Abdul Mobin Ezzat
JOSE CASTILLO
Elevated Water Tank ENG. BASIRULLAH SIDDIQ
Eng. Abdul Mobin Ezzat
AUAF S-05/7
Date:
July 2018
July 2018
July 2018
July 2018
B-1
B-2 B-2
B-1
Roof Shuttering plan, at Level 13+25Scale 1:100
Roof shuttering plan at Level 04 + 35SCALE 1:100
RB-3
RB-2 RB-4
RB-1
RB plan at Level 8+70SCALE 1:100
RB-1
RB-2 RB-2
RB-1
Roof shuttering plan at Level 13 + 75SCALE 1:100
B-4
B-3 B-3
B-4
Notes:
CAD FILE BASIR DWG
SCALE 1:100
DRAWINGNUMBER
PROJECTNUMBER
0 0 0 0 0 4
0 0 0 0 0 1
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALS
C.F.O
Eng. Abdul Mobin Ezzat
JOSE CASTILLO
Elevated Water Tan k ENG. BASIRULLAH SIDDIQ
Eng. Abdul Mobin Ezzat
AUAF S-06/7
Date:
July 2018
July 2018
July 2018
July 2018
Roof Reinforcement plan, at Level 13+25Scale 1:100
B-2
B-1
B-1
B-2
Roof Reinforcement plan, at Level +13+75Scale 1:100
B-3
B-4
B-4
B-3
Beams plan at Level 13 + 75SCALE 1:100
B-4
B-3 B-3
B-4
Notes:- 1. All dimensions are in centimeter.
2. For general notes refer to dwg. No. 01/5.
Roof Reinforcement plan, at Level 13+75Scale 1:100
B-3
B-4
B-4
B-3
CAD FILE BASIR DWG
SCALE 1:100
DRAWINGNUMBER
PROJECTNUMBER
0 0 0 0 0 5
0 0 0 0 0 1
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALS
C.F.O
INITL
Eng. Abdul Mobin Ezzat
JOSE CASTILLO
AUAFJuly , 2018
Elevated Water Tank
ELEVATED WATER TANKSCALE 1:100
PIT
A-A
SEC
A-A
SEC
WATER WELL VAULT PLANSCALE 1:100
B-B
SEC
B-B
SEC
CAST IRON COVER
GROUND LEVEL
Sec. A - AScale 1:100
CAST IRON COVER
GROUND LEVEL
Sec. B - BScale 1:100
S-07/7ENG. BASIRULLAH SIDDIQ
Eng. Abdul Mobin Ezzat July , 2018
July , 2018
July , 2018
1. All dimensions are in centimeter.
2. For general notes refer to dwg. No. 01/5.
Notes:
REVISION
REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANK
27 AUGUST 2018
ENG. BASIRULLAH SIDDIQI
ENG. BASIRULLAH SIDDIQI E-01
GALVANIZED STEEL LADDER
CEMENT GROUTING 300 CM
BENTONITE SEAL200 CM
FILTER GRAVEL PACK SIZE 2MM TO 5 MM
PVC SCHEDULE 8012 INCH CASING
PUMP LOCATIONFELSUM 2 INCH 10 KWATT, 7.5 HP
AIR LOUVER
WELL BOTTOM 150 METER
ACCESS COVER
GROUND LEVEL
WATER INSULATION (ISOGUM)
E-01 WATER WELL VAULT - ELECTRICAL DESIGN
COMPLETE LIGHT FIXTURE2x60CM TUBE LED TYPE
INDUSTRIAL/GRILL, WEATHER PROOF
LIGHT SWITCHSINGLE, WEATHER PROOF
SINGLE SOCKET, GFCIWEATHER PROOFUSE: 3C-4SQ.MM IN EMT (TYPICAL)DOSING PUMP
TO SUBMERSIBLEPUMP, 10KW, 380V, 50HZ PANEL & DISTRIBUTION BOARD
WEATHER PROOF
ELECTRICAL CONTROL
MOUNT HEIGHT : 1.8M TOP OF PANEL
MOUNT HEIGHT : 1.4M CENTERLINE OFRECEPTACLE BOX
MOUNT HEIGHT : 1.4M CENTERLINE OFRECEPTACLE BOX
MOUNT HEIGHT : 0.15M CENTERLINE OFRECEPTACLE BOX FROM CEILING
TO ELEVATED TANK(STOCK ROOM, OVERHEAD
TANK /TERMINAL BOX)
IN CONDUIT PIPE, 3L+N+G5C-10SQ.MM POWER CABLE
(1-SETS)
IN EMT CONDUIT PIPE, L+N+G,4-SQ.MM POWER CABLE, SOLID(2-SETS)
PER SET
STABILIZER/SOURCE
IN CONDUIT PIPE, 3L+N+G5C-6SQ.MM POWER CABLE
(1-SETS)
USE: 3C-2.5SQ.MM IN EMT PIPE
EMERGENCY LED LIGHT, RECHARGEABLEMOUNT HEIGHT : 0.15M CENTERLINE
FROM CEILING
E
TO POWER SOURCE
FIRST ISSUE ADiaz0 ADD 12/6/18
FIRST REVISION ADiaz1 ADD 8/27/18
WATER WELL VAULT - ELECTRICAL DESIGN
REVISION
REVISION NAMENO INITL DATE PRODUCED BY:
DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANK
30 JUNE 2018
ADDIAZ
ENG. BASIRULLAH SIDDIQI
FIRST ISSUE ADIAZ1 ADD 30/7/18
REVISION
REVISION NAMENO INITL DATE PRODUCED BY:
DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
E-0330 JUNE 2018
ADDIAZ
ENG. BASIRULLAH SIDDIQI
ELEVATED TANK - ELECTRICAL DESIGNE-03
ELEVATED WATER TANKFIRST ISSUE ADIAZ1 ADD 30/7/18
CONTROL PANEL & POWER PANEL
SINGLE LINE DIAGRAM
RISER DETAIL
REVISION
REVISION NAMENO INITL DATE PRODUCED BY:
DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANK
30 JUNE 2018
ADDIAZ
ENG. BASIRULLAH SIDDIQI
FIRST ISSUE ADIAZ1 ADD 30/7/18
REVISION
REVISION NAMENO INITL DATE PRODUCED BY:
DESIGNED BY:
CHECKED BY:
APPROVALSCHIEF FACILITIES OFFICER:
INITL SIG DATE
ENG. BASIRULLAH SIDDIQI
JOSE CASTILLO
ELEVATED WATER TANKENG. BASIRULLAH SIDDIQI
WATER TANK ROOF - ELECTRICAL DESIGN
30 JUNE 2018
ADDIAZFIRST ISSUE ADIAZ ADD 30/7/18 1
