CONSTRUCTION OF ELEVATED WATER TANK & WATER WELL VAULT INTERNATIONAL CAMPUS AUGUST 2018

Transcription

1 CONSTRUCTION OF ELEVATED WATER TANK & WATER WELL VAULT INTERNATIONAL CAMPUS AUGUST 2018

2 E S SEPTIC TANK N W BASKETBALL COURT ELEVATED WATER TANK MAN HOLE WATER WELL VAULT 1 0 SITE PLAN OF NO NAME INITL DATE PRODUCED BY: JUNE 12, 2018 JOSE CASTILO A-00

3 B A FLOOR PLAN NO NAME INITL DATE PRODUCED BY: 12 JUNE 2018 A-01

4 B 50mm DRAIN 76mm OUTLET 50mm FILL PIPE WATER TANK ACCESS 65mm OVERFLOW A WATER TANK ROOF PLAN C-C NO NAME INITL DATE PRODUCED BY: 12 JUNE 2018 A-02

5 C-C C-C GROUND LEVEL FRONT ELEVATION AND CROSS TION GRAPHIC SCALE (METERS) NO NAME INITL DATE PRODUCED BY: 02 MAY 2018 A-03

6 PIT A-A A-A 4 WATER WELL VAULT PLAN NO NAME INITL DATE PRODUCED BY: 12 JUNE 2018 A-04

7 AIR LOUVER ACCESS COVER GROUND LEVEL GALVANIZED STEEL LADDER WATER INSULATION (ISOGUM) CEMENT GROUTING 300 CM PVC SCHEDULE INCH CASING BENTONITE SEAL200 CM FILTER GRAVEL PACK SIZE 2MM TO 5 MM PUMP LOCATION FELSUM 2 INCH 10 KWATT, 7.5 HP 5 WATER WELL VAULT TION A-A WELL BOTTOM 150 METER NO NAME INITL DATE PRODUCED BY: 12 JUNE 2018 A-05

8 CAST IRON COVER GROUND LEVEL GALVANIZED STEEL LADDER Ø 200 Ø 20 CM C/C water stop ( ) water stop ( ) Ø 20 CM C/C 7 WATER VAULT REINFORCEMENT PLAN NO NAME INITL DATE PRODUCED BY: 12 JUNE 2018 A-06

9 VERTICAL LADDER TION VERTICAL LADDER FRONT ELEVATION 2 inches pipe 3mm thick 2 inches pipe 3mm thick Hollow steel 20x40 with 2mm thick mm O/ALL VERTICAL LADDER PLAN BASE PLATE 200X200X 10 MM WITH ANCHOR BOLTS BASE FITTINGS 7 VERTICAL LADDER DETAILS NO NAME INITL DATE PRODUCED BY: 12 JUNE 2018 A-07

10 NOTES: -PROVIDE WATER TANK WITH FLOAT LEVEL SWITCH INTERLOCKED WITH WELL SUM PUMP OPERATION. - PIPE OUTLET SHALL BE EQUIPPED WITH INT SCREEN. -WELL PUMP IS SWITCHED ON WHEN THE FLOAT SWITCH CLINGING DOWN WARD POSITION AT THE LOW LEVEL AND WELL PUMP IS SWITCHED OFF AT THE FLOAT SWITCH UPWARD POSITION AT THE HIGH LEVEL AS SHOWN ON THE DRAWING. - ALL WATER PIPE MUST BE INSULATED AND COVERED WITH GI SHEET. - WATER TANK MUST BE EQUIPPED WITH STAINLESS STEEL LADDER INSIDE AND OUTSIDE. FLOAT SWITCH ROD WATER TANK ACCESS SMC (SHEET MOLDING COMPOUND) WATER TANK WITH CAPACITY OF 20,000 LITERS GI pipe76mm OVERFLOW HIGH LEVEL AT 1700 MM (OFF) FLOAT CLAMS FLOAT SWITCH GI 76 mm FILL PIPE LOW LEVEL AT 1000 MM (ON) GI 76mm OUTLET GI 50mm DRAIN 3 WATER TANK ELEVATION NO NAME INITL DATE PRODUCED BY: 12 JUNE 2018 P-01

11 125 MM PIPE SLEVE 6 7 EQUIPMENT DESCRIPTION 5 ITEM DESCRIPTION 1 WATER WELL 2 CHECK VALVE 76 MM MM CONNECTION 4 GATE VALVE 76 MM 5 GATE VALVE 76 MM GI PIPE 76 MM 7 PIT 300X300 MM. 4 WATER WELL VAULT PLUMBING PLAN NO NAME INITL DATE PRODUCED BY: 12 JUNE 2018 P-02

12 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 S-05/7 S-06/7 S-07/7 Drawings General notes. Elevation, Foundation plan, and Column reinforcement details Beams, and Ring beams reinforcement details. Beams, and Ring beams reinforcement details. Slabs Shuttering plans. Slabs reinforcement details, plans and shuttering plans. Water well Vault plan and reinforcement details. CAD FILE BASIR DWG DRAWING PROJECT Elevated Water Tank NO NAME INITL DATE PRODUCED BY: C.F.O INITL ENG. Abdul Mobin Ezzat ENG. Abdul Mobin Ezzat ENG. BASIRULLAH SIDDIQ JOSE CASTILLO July, 2018 July, 2018 July, 2018 July, 2018 AUAF S-00/7

13 Elevated Water Reservoir for Irrigation system 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. CAD FILE BASIR DWG NO NAME INITL DATE PRODUCED BY: INITL ENG. Abdul Mobin Ezzat July, 2018 DRAWING Elevated Water Tank ENG. Abdul Mobin Ezzat ENG. BASIRULLAH SIDDIQ July, 2018 July, 2018 AUAF S-01/7 PROJECT C.F.O JOSE CASTILLO July, 2018

14 B R.C.C (M:200), 10cm Vapor Retarder Granular Backfilling, compacted CMU wall P.C.C (1:2:4), 10cm Vapor Retarder Granular Backfilling 25cm, compacted RB-1 NGL, compacted Section R.C.C.Column GROUND LEVEL RB-1 Detail - A P.C.C (1:2:4), 10cm Lean Concrete 540 Scale 1:100 C1 C RB C1 C1 Foundation Plan Scale 1: RB-1 C1 C1 GROUND LEVEL Natural GROUND LEVEL Natural GROUND LEVEL GB-1 A Section A-A P.C.C (1:2:4), 10cm Lean Concrete Column Section Notes:- 1. All dimensions are in centimeter. 2. For general notes refer to dwg. No. 01/5. CAD FILE BASIR DWG DRAWING PROJECT Elevated Water Tank NO NAME INITL DATE PRODUCED BY: C.F.O INITL Eng. Abdul Mobin Ezzat Eng. Abdul Mobin Ezzat ENG. BASIRULLAH SIDDIQ JOSE CASTILLO AUAF S-02/7

15 C-C C-C C-C Section C-C C-C Section C-C B-1 B-2 H-H I-I I-I Section I-I H-H Section H-H B-3 B-4 Notes:- 1. All dimensions are in centimeter. 2. For general notes refer to dwg. No. 01/5. CAD FILE BASIR DWG DRAWING Elevated Water Tank NO NAME INITL DATE PRODUCED BY: INITL Eng. Abdul Mobin Ezzat Eng. Abdul Mobin Ezzat ENG. BASIRULLAH SIDDIQ AUAF S-03/7 PROJECT C.F.O JOSE CASTILLO

16 D-D D-D RB-1 D-D Section D-D RB-2 D-D Section D-D E-E F-F E-E RB-3 Section E-E F-F Section F-F RB-4 Notes:- 1. All dimensions are in centimeter. 2. For general notes refer to dwg. No. 01/5. CAD FILE BASIR DWG DRAWING Elevated Water Tank NO NAME INITL DATE PRODUCED BY: INITL Eng. Abdul Mobin Ezzat Eng. Abdul Mobin Ezzat ENG. BASIRULLAH SIDDIQ AUAF S-04/7 PROJECT C.F.O JOSE CASTILLO

17 RB-1 B-1 RB-4 RB-2 B-2 B-2 RB-3 B-1 Roof shuttering plan at Level Roof Shuttering plan, at Level Scale 1:100 B-4 RB-1 B-3 B-3 RB-2 RB-2 B-4 RB-1 RB plan at Level 8+70 Roof shuttering plan at Level Notes: 1. All dimensions are in centimeter. 2. For general notes refer to dwg. No. 01/5. CAD FILE BASIR DWG NO NAME INITL DATE PRODUCED BY: Eng. Abdul Mobin Ezzat Date: July 2018 DRAWING Elevated Water Tank Eng. Abdul Mobin Ezzat ENG. BASIRULLAH SIDDIQ July 2018 July 2018 AUAF S-05/7 PROJECT C.F.O JOSE CASTILLO July 2018

18 B-4 B-1 B-3 B-3 B-2 B-2 B-4 B-1 Scale 1:100 Roof Reinforcement plan, at Level Roof Reinforcement plan, at Level Scale 1:100 B-4 B-4 B-3 B-3 B-3 B-3 B-4 Beams plan at Level B-4 Roof Reinforcement plan, at Level Scale 1:100 Notes:- 1. All dimensions are in centimeter. 2. For general notes refer to dwg. No. 01/5. CAD FILE BASIR DWG NO NAME INITL DATE PRODUCED BY: Eng. Abdul Mobin Ezzat Date: July 2018 DRAWING Elevated Water Tan k Eng. Abdul Mobin Ezzat ENG. BASIRULLAH SIDDIQ July 2018 July 2018 AUAF S-06/7 PROJECT C.F.O JOSE CASTILLO July 2018

19 CAST IRON COVER GROUND LEVEL PIT A-A A-A WATER WELL VAULT PLAN Sec. B - B Scale 1:100 CAST IRON COVER GROUND LEVEL Notes: 1. All dimensions are in centimeter. 2. For general notes refer to dwg. No. 01/5. Sec. A - A Scale 1:100 CAD FILE BASIR DWG DRAWING PROJECT Elevated Water Tank NO NAME INITL DATE PRODUCED BY: C.F.O INITL Eng. Abdul Mobin Ezzat Eng. Abdul Mobin Ezzat ENG. BASIRULLAH SIDDIQ JOSE CASTILLO AUAF S-07/7

20 TO ELEVATED TANK (STOCK ROOM, OVERHEAD TANK /TERMINAL BOX) (2-SETS) 4-SQ.MM POWER CABLE, SOLID IN EMT CONDUIT PIPE, L+N+G, PER SET AIR LOUVER 2x60CM TUBE LED TYPE COMPLETE LIGHT FIXTURE INDUSTRIAL/GRILL, WEATHER PROOF MOUNT HEIGHT : 0.15M CENTERLINE OF RECEPTACLE BOX FROM CEILING USE: 3C-2.5SQ.MM IN EMT PIPE ACCESS COVER GROUND LEVEL EMERGENCY LED LIGHT, RECHARGEABLE MOUNT HEIGHT : 0.15M CENTERLINE FROM CEILING GALVANIZED STEEL LADDER TO POWER SOURCE STABILIZER/SOURCE (1-SETS) 5C-10SQ.MM POWER CABLE IN CONDUIT PIPE, 3L+N+G DOSING PUMP LIGHT SWITCH SINGLE, WEATHER PROOF MOUNT HEIGHT : 1.4M CENTERLINE OF RECEPTACLE BOX SINGLE SOCKET, GFCI WEATHER PROOF USE: 3C-4SQ.MM IN EMT (TYPICAL) MOUNT WATER HEIGHT INSULATION : 1.4M CENTERLINE (ISOGUM) OF RECEPTACLE BOX E TO SUBMERSIBLE PUMP, 10KW, 380V, 50HZ ELECTRICAL CONTROL PANEL & DISTRIBUTION BOARD WEATHER PROOF MOUNT HEIGHT : 1.8M TOP OF PANEL (1-SETS) 5C-6SQ.MM POWER CABLE IN CONDUIT PIPE, 3L+N+G CEMENT GROUTING 300 CM PVC SCHEDULE INCH CASING BENTONITE SEAL200 CM FILTER GRAVEL PACK SIZE 2MM TO 5 MM PUMP LOCATION FELSUM 2 INCH 10 KWATT, 7.5 HP E-01 WATER WELL VAULT - ELECTRICAL DESIGN WELL BOTTOM 150 METER NO NAME INITL DATE PRODUCED BY: 27 AUGUST FIRST ISSUE ADiaz ADD 12/6/18 1 FIRST ADiaz ADD 8/27/18 E-01

21 WATER WELL VAULT - ELECTRICAL DESIGN NO 1 FIRST ISSUE NAME INITL DATE ADIAZ ADD 30/7/18 PRODUCED BY: ADDIAZ 30 JUNE 2018

22 CONTROL PANEL & POWER PANEL SINGLE LINE DIAGRAM ELEVATED TANK - ELECTRICAL DESIGN E-03 RISER DETAIL NO NAME INITL DATE PRODUCED BY: 30 JUNE FIRST ISSUE ADIAZ ADD 30/7/18 ADDIAZ E-03

23 NO 1 FIRST ISSUE NAME INITL DATE ADIAZ ADD 30/7/18 PRODUCED BY: ADDIAZ 30 JUNE 2018

24 WATER TANK ROOF - ELECTRICAL DESIGN NO 1 FIRST ISSUE NAME INITL DATE ADIAZ ADD 30/7/18 PRODUCED BY: ADDIAZ 30 JUNE 2018