JVT Pool MEP Drawings
JVT Pool MEP Drawings
JVT Pool MEP Drawings
TRANSITION
CURB
PLOT LIMIT 30000.00
PLOT LIMIT
250.00
1439.85 300.00 300.00 2420.34 300.00 2070.46 1000.18 1917.81 1000.25 1675.29 300.00 300.00 1674.97 1000.73 1324.66 300.00 1325.17 1000.73 2499.27 600.00 5200.30 600.00
300.00 1425.00
PROPOSED
203.97
+ 0.15 M.
INTERLOCK
1068.65
F.F.L.
903.63
17699.50
6099.92
3
1800.00 1800.23
1750.00
2.10
2.30
6100.00
250.00 1299.70 700.00 900.00 700.00 601.04 648.96 2499.71 300.29 600.00 100.00 900.00 1200.00 1700.00 1.50 700.00 100.00 0.60 800.00 0.30 995.00 0.25
300.00
PARKING ENTRY
799.47
2.65
249.95
1581.35
599.72 600.00
750.00
800.00
5
1158.46
200.00
1097.52
200.00
1000.08
901.58
GARAGE
WASH
200.00
+ 0.15 M.
2549.11
BATH
200.00 1601.27
4150.00 4650.00
BATH
1549.39 1549.35
+ 0.45 M.
300.00
150.00
5999.30
5897.74
5897.74
200.00
1301.21
2051.58
1850.00
700.00
F.F.L. 2249.35
2.85 2.95
6 'S
+ 0.45 M.
2100.89
F.F.L.
350.00
200.00
F.F.L. 2200.00
KITCHEN
3749.35
100.00
100.00
CURB
3949.70
DINING 99.96
2700.00
GAZEBO
703.63
5649.35
150.00 2549.11
1799.35
1250.00 3100.08
700.00
LAUNDRY
3797.77
T.V.
4400.00 4400.00
1.00
BATH
2950.00
398.30
3500.00
100.00
1601.27
200.02
401.58
150.00
300.00
100.00
0.90
LANDSCAPE 200.05
200.04
3050.00 300.00
100.00
250.00
5
900.00
1401439
1200.00
CORRIDOR 100.00
2.95 100.00
4.05
200.00
1750.16 1748.58
598.42
248.42
5
5
600.00
2800.00
413.80
100.00
2631.62
2400.30
INTER LOCK
UP
APPROVED
1000.00
1300.13
5899.92
+ 0.45 M. 300.00
F.F.L.
400.74
18000.00
18000.00
5900.00
300.00
5713.23
DEPTH - 0.70M
4450.00
DIA 2.00M
KIDS POOL
4100.00 4100.00
LIVING
15295.15
2901.58
2901.58
1
+ 0.15 M.
2901.59
+ 0.45 M.
2700.00
F.F.L. F.F.L.
2781.59
LADDER
4 STEPS
UP 5650.37
SUCTION DRAIN
8099.07
2299.58
(3 nos)
8350.65 350.00
600.00
11400.70
250.00
250.00
300.00
300.00
100.65
598.42
101.90
8699.57
ENT
5.718M X 4.40M
DEPTH - 1.30M
MAIN POOL
RETURN INLET (4 nos)
2299.68
F.F.L. 2299.35
F.F.L.
3
2700.00
249.85
3750649
FOYER 300.00
2900.00
LINE OF ROOF
U/G WATER LIGHT
DECK ABOVE
(4 nos)
1099.07
300.00
+ 0.15 M.
250.00
1350.65
8%SLOPE
1350.92 600.92 8449.38
FOUNTAIN 3718.90
448.23
3.60
10500.13 10400.30
1800.00
+ 0.15 M.
FIC
F.F.L. MH-11 TO DM 298.42
300.00
200.47 2649.53 300.00 2700.00 300.00 2700.00 300.00 2700.00 300.00 1899.03 300.00
300.00 1548.74 998.76 1678.27 300.00 2700.00 300.00 2349.71 998.76 1621.73 300.00 2330.00 200.47 200.00
NOTES:
1- NO DIVING BOARD.
2- ONLY LIGHT COLOR TO BE USED FOR
F.F.L +0.30 m
DECK LEVEL POOL FLOORS.
`B'
3- ONLY LOW VOLTAGE UNDER WATER
LIGHTS TO BE USED.
4 STEPS
RETURN INLET (4 nos) LADDER
CLIENT :
Glass fence around pool
1.20m height
PCC FINISH
Handrail barrier for GUL MOHD AKHTAR MOHD
DECK FLOOR kids pool Height 0.40m
+0.00m F.FL
WATER LEVEL
25X25mm mosaic tiles
25X25mm mosaic tiles 2 coats cementitious water proofing
2 coats cementitious water proofing
KIDS POOL 20mm thk plaster PROJECT:
200mm THICK GUNITE
200mm thk Gunite with 2 layers
20mm thk plaster
SWIMMING POOL BRC mesh A-393 T10 @ 200C/C 2 LAYERS OF BRC MESH A 393
10mm DIA @200 C/C
G+1 VILLA
200mm thk Gunite with 2 layers Bitumen Coating
BRC mesh A-393 T10 @ 200C/C PCC
ADDITIONAL 'U' BAR 10mm DIA @200 C/C
IN FLOOR AND WALL 1m LONG PLOT NO - JVT 01IVIL024
Bitumen Coating AL BARSHA SOUTH FIFTH 684, DUBAI
150mm solid block
150mm solid block -1.30 m F.FL
DRAWING TITLE :
WALL REINFORCEMENT DETAIL FLOOR REINFORCEMENT DETAIL
(NTS)
(NTS) SWIMMINGPOOLLAYOUT&SECTION
DETAILS
DETAILS OF REINFORCEMENT IN THE OPENINGS
(NTS) ARCHITECT : STRUCTURAL ENGR. : DRAWN :
AS
SCALE : DATE : CHECKED BY :
1:60 05-07-2022 RP
JOB NO : DRAWING NO. : REVISION NO. :
ARP-002 02
NOTES:
1. COMPRESSIVE STRENGTH OF GUNITE SHOULD BE 40N/mm
AT 28 DAYS OF CURING FROM THE DATE OF CASTING
2. IN STEEL THE MINIMUM LAP LENGTH SHOULD BE 50 DIAMETER.
3. THE MINIMUM SPACING COVER SHOULD BE 35mm.
4. MINIMUM ( 7 - 14 DAYS ) CURING IS REQUIRED FOR THE POOL
STRUCTURE FROM THE DATE OF CASTING.
4 STEPS
RETURN INLET (4 nos) LADDER
NOTES:
KIDS POOL
DIA 2.00M 1- NO DIVING BOARD.
MAIN POOL
5.718M X 4.40M DEPTH - 0.70M 2- ONLY LIGHT COLOR TO BE USED FOR
DEPTH - 1.30M POOL FLOORS.
3- ONLY LOW VOLTAGE UNDER WATER
SUCTION DRAIN
(3 nos) LIGHTS TO BE USED.
2 HP FILTRATION PUMP
2''Ø PIPE FROM VACCUM POINT DATE DESCRIPTION BY
7 CLIENT :
PROJECT:
2''Ø PIPE FROM MAIN DRAIN 7 G+1 VILLA
TO BACKWASH LINE PLOT NO - JVT 01IVIL024
AL BARSHA SOUTH FIFTH 684, DUBAI
2''Ø PIPE TO INLET
CONSULTANT :
7 8 CONTRACTOR :
7
5 600mm SAND FILTER
PLOT NO. / PARCEL ID BLOCK / COMMUNITY
7 2 HP FILTRATION PUMP JVT 01IVIL024
SWIMMINGPOOLFILTRATIONLAYOUT
FILTRATION LAYOUT AS
SCALE : DATE : CHECKED BY :
1:60 26-05-2022 RP
JOB NO : DRAWING NO. : REVISION NO. :
ARP-003 00
NOTES:
1. COMPRESSIVE STRENGTH OF GUNITE SHOULD BE 40N/mm
AT 28 DAYS OF CURING FROM THE DATE OF CASTING
2. IN STEEL THE MINIMUM LAP LENGTH SHOULD BE 50 DIAMETER.
3. THE MINIMUM SPACING COVER SHOULD BE 35mm.
4 STEPS 4. MINIMUM ( 7 - 14 DAYS ) CURING IS REQUIRED FOR THE POOL
RETURN INLET (4 nos) LADDER STRUCTURE FROM THE DATE OF CASTING.
U/G WATER LIGHT
(4 nos)
NOTES:
KIDS POOL
DIA 2.00M 1- NO DIVING BOARD.
MAIN POOL DEPTH - 0.70M 2- ONLY LIGHT COLOR TO BE USED FOR
5.718M X 4.40M POOL FLOORS.
DEPTH - 1.30M 3- ONLY LOW VOLTAGE UNDER WATER
LIGHTS TO BE USED.
SUCTION DRAIN
(3 nos)
NOTES:
1. NO DIVING BOARD
2. LIGHT COLOR CERAMIC TILES TO BE USED
3. LOW VOLTAGE U/W LIGHT TO BE USED
DATE DESCRIPTION BY
CLIENT :
PROJECT:
11
G+1 VILLA
PLOT NO - JVT 01IVIL024
12 AL BARSHA SOUTH FIFTH 684, DUBAI
5
CONSULTANT :
CONTRACTOR :
DRAWING TITLE :
SWIMMINGPOOLPIPINGLAYOUT
ARP-004 00
NOTES:
1. COMPRESSIVE STRENGTH OF GUNITE SHOULD BE 40N/mm
AT 28 DAYS OF CURING FROM THE DATE OF CASTING
2. IN STEEL THE MINIMUM LAP LENGTH SHOULD BE 50 DIAMETER.
4 STEPS
LADDER
3. THE MINIMUM SPACING COVER SHOULD BE 35mm.
RETURN INLET (4 nos)
4. MINIMUM ( 7 - 14 DAYS ) CURING IS REQUIRED FOR THE POOL
U/G WATER LIGHT
(4 nos)
STRUCTURE FROM THE DATE OF CASTING.
KIDS POOL
NOTES:
DIA 2.00M
MAIN POOL DEPTH - 0.70M 1- NO DIVING BOARD.
5.718M X 4.40M 2- ONLY LIGHT COLOR TO BE USED FOR
DEPTH - 1.30M
POOL FLOORS.
3- ONLY LOW VOLTAGE UNDER WATER
SUCTION DRAIN
LIGHTS TO BE USED.
(3 nos)
DATE DESCRIPTION BY
ELECT. CONTROL PANEL SCHEMATIC DIAGRAM
CLIENT :
PROJECT:
G+1 VILLA
PLOT NO - JVT 01IVIL024
AL BARSHA SOUTH FIFTH 684, DUBAI
6A 2P
MCB
CONSULTANT :
20A 4P
100mA
ELCB
CONTRACTOR :
6A 2P
MCB
40A 4P
40A 100mA
To 2 Hp Pump
DRAWING TITLE :
ELECTRICALLAYOUT
AS
ARP-005 01
NOTES:
GROUND LEVEL WATER LEVEL 1. COMPRESSIVE STRENGTH OF GUNITE SHOULD BE 40N/mm
AT 28 DAYS OF CURING FROM THE DATE OF CASTING
2. IN STEEL THE MINIMUM LAP LENGTH SHOULD BE 50 DIAMETER.
3. THE MINIMUM SPACING COVER SHOULD BE 35mm.
4. MINIMUM ( 7 - 14 DAYS ) CURING IS REQUIRED FOR THE POOL
STRUCTURE FROM THE DATE OF CASTING.
125
NOTES:
1- NO DIVING BOARD.
LIGHTS TO BE USED.
TO SUCCTION LINE
650
S. S. LADDER
620
EXCUTCHEON PLATE
WATER LEVEL
125
NOTES:
1. NO DIVING BOARD
2. LIGHT COLOR CERAMIC TILES TO BE USED
ANCHOR SOCKET 3. LOW VOLTAGE U/W LIGHT TO BE USED
960
325
(FOR CHILD POOL)
DATE DESCRIPTION BY
CLIENT :
CONSULTANT :
150
25Ø
70
34"
CONTRACTOR :
164
140
DRAWING TITLE :
AS
SCALE : DATE : CHECKED BY :
ARP-006
RP
REVISION NO. :
00
NOTES:
1. COMPRESSIVE STRENGTH OF GUNITE SHOULD BE 40N/mm
AT 28 DAYS OF CURING FROM THE DATE OF CASTING
CHLORINE FEEDER 2. IN STEEL THE MINIMUM LAP LENGTH SHOULD BE 50 DIAMETER.
3. THE MINIMUM SPACING COVER SHOULD BE 35mm.
200 200
PRESSURE
TO POOL INLET
GAUGE
NOTES:
1- NO DIVING BOARD.
2- ONLY LIGHT COLOR TO BE USED FOR
VARIES
FILTER
POOL FLOORS.
3- ONLY LOW VOLTAGE UNDER WATER
LIGHTS TO BE USED.
VARIES
PUMP
POOL AREA =25.22 m²
BACK WASH TO WASTE
NOTES:
1. NO DIVING BOARD
2. LIGHT COLOR CERAMIC TILES TO BE USED
3. LOW VOLTAGE U/W LIGHT TO BE USED
DIFFUSER
PROJECT:
SELECTOR VALVE
AUTOMATIC AIR RELEASE G+1 VILLA
Ø2" INLET CONNECTION PLOT NO - JVT 01IVIL024
AL BARSHA SOUTH FIFTH 684, DUBAI
COLLECTOR CONSULTANT :
Ø2" OUTLET CONNECTION
0-RING
CHANNEL SUPPORT
CONTRACTOR :
COLLECTOR ARMS
DRAIN PLUG
100
PUMPFILTRATIONSYSTEMDETAILS
AS
ARP-007 00
NOTES:
1. COMPRESSIVE STRENGTH OF GUNITE SHOULD BE 40N/mm
AT 28 DAYS OF CURING FROM THE DATE OF CASTING
2. IN STEEL THE MINIMUM LAP LENGTH SHOULD BE 50 DIAMETER.
3. THE MINIMUM SPACING COVER SHOULD BE 35mm.
4. MINIMUM ( 7 - 14 DAYS ) CURING IS REQUIRED FOR THE POOL
STRUCTURE FROM THE DATE OF CASTING.
NOTES:
1- NO DIVING BOARD.
2- ONLY LIGHT COLOR TO BE USED FOR
POOL FLOORS.
3- ONLY LOW VOLTAGE UNDER WATER
LIGHTS TO BE USED.
NOTES:
1. NO DIVING BOARD
2. LIGHT COLOR CERAMIC TILES TO BE USED
3. LOW VOLTAGE U/W LIGHT TO BE USED
DATE DESCRIPTION BY
CLIENT :
PROJECT:
G+1 VILLA
PLOT NO - JVT 01IVIL024
AL BARSHA SOUTH FIFTH 684, DUBAI
CONSULTANT :
CONTRACTOR :
DRAWING TITLE :
SSLADDERDETAILS
AS
SCALE : DATE : CHECKED BY :
ARP-008 00
NOTES:
1. COMPRESSIVE STRENGTH OF GUNITE SHOULD BE 40N/mm
AT 28 DAYS OF CURING FROM THE DATE OF CASTING
2. IN STEEL THE MINIMUM LAP LENGTH SHOULD BE 50 DIAMETER.
3. THE MINIMUM SPACING COVER SHOULD BE 35mm.
4. MINIMUM ( 7 - 14 DAYS ) CURING IS REQUIRED FOR THE POOL
LEGEND :
NOTES:
A : SAND FILTER MADE OF INJECTION MOULDED THERMO PLASTIC RESIN 1 NO. 1- NO DIVING BOARD.
2- ONLY LIGHT COLOR TO BE USED FOR
INCLUDES PRESSURE GAUGE, LATERAL SELECTOR VALVE & SILICA SAND POOL FLOORS.
500mm Dia CAPACITY - ASTRAL 3- ONLY LOW VOLTAGE UNDER WATER
LIGHTS TO BE USED.
B : SELF PRIMING SWIMMING POOL PUMP 2HP, 220V SINGLE PHASE 2 NOS.
AQUA MADE IN ITALY (1DUTY+1 STAND-BY)
TURN OVER PERIOD FOR COMPLETE CYCLE WILL BE 4.00 HRS. WHICH IS WITHIN THE GUL MOHD AKHTAR MOHD
MUNICIPAL STIPULATION / REGULATION.
G+1 VILLA
PLOT NO - JVT 01IVIL024
AL BARSHA SOUTH FIFTH 684, DUBAI
Ø2" BACKWASH LINE BY OTHERS Ø500 mm Sand Filter
Multiport Valve
Chlorinator
03
04 04
Ø2" PIPE LINE FROM PUMP TO RETURN INLET 04 02
CONTRACTOR :
AS
ARP-009 01
NOTES:
1. COMPRESSIVE STRENGTH OF GUNITE SHOULD BE 40N/mm
AT 28 DAYS OF CURING FROM THE DATE OF CASTING
2. IN STEEL THE MINIMUM LAP LENGTH SHOULD BE 50 DIAMETER.
3. THE MINIMUM SPACING COVER SHOULD BE 35mm.
4. MINIMUM ( 7 - 14 DAYS ) CURING IS REQUIRED FOR THE POOL
PRESSURE GAUGE STRUCTURE FROM THE DATE OF CASTING.
NOTES:
1- NO DIVING BOARD.
2- ONLY LIGHT COLOR TO BE USED FOR
POOL FLOORS.
3- ONLY LOW VOLTAGE UNDER WATER
LIGHTS TO BE USED.
INLET CONNECTION
1045mm
DRAIN PLUG
TOP VIEW
SIDE VIEW
NOTES:
1. NO DIVING BOARD
2. LIGHT COLOR CERAMIC TILES TO BE USED
3. LOW VOLTAGE U/W LIGHT TO BE USED
Ø2.70
DATE DESCRIPTION BY
Ø9,Ø12,Ø14
3/4" BSP
3/4" BSP
2.18
M 0.64
CLIENT :
3/4" BSP DISCHARGE LINE TO
SAND FILTER
GUL MOHD AKHTAR MOHD
1.25
BALL VALVE
Ø9, Ø12, Ø14
M 0.64
PROJECT:
CHECK VALVE
G+1 VILLA
PLOT NO - JVT 01IVIL024
3.43 AL BARSHA SOUTH FIFTH 684, DUBAI
BALL VALVE
CONSULTANT :
3.43
CONTRACTOR :
0.98
DRAWING TITLE :
FITTINGEQUIPMENTDETAILS
AS
SCALE DATE CHECKED B
1:60 26-05-2022 RP
OB NO DRA ING NO REVISION NO
ARP-010 00
NOTES:
1- NO DIVING BOARD.
±0.00 2- ONLY LIGHT COLOR TO BE USED FOR
±0.00 FFL
POOL FLOORS.
3- ONLY LOW VOLTAGE UNDER WATER
FFL 925.150
Water LVL.
Water LVL. LIGHTS TO BE USED.
NOTES:
1. NO DIVING BOARD
2. LIGHT COLOR CERAMIC TILES TO BE USED
3. LOW VOLTAGE U/W LIGHT TO BE USED
DATE DESCRIPTION BY
CLIENT :
G+1 VILLA
PLOT NO - JVT 01IVIL024
AL BARSHA SOUTH FIFTH 684, DUBAI
CONSULTANT :
FLEXIBLE CONDUIT
DRAWING TITLE :
FITTINGDETAILS
AS
SCALE : DATE : CHECKED BY :
1:60 26-05-2022 RP
JOB NO : DRAWING NO. : REVISION NO. :
ARP-011 00
NOTES:
1. COMPRESSIVE STRENGTH OF GUNITE SHOULD BE 40N/mm
AT 28 DAYS OF CURING FROM THE DATE OF CASTING
2. IN STEEL THE MINIMUM LAP LENGTH SHOULD BE 50 DIAMETER.
3. THE MINIMUM SPACING COVER SHOULD BE 35mm.
4. MINIMUM ( 7 - 14 DAYS ) CURING IS REQUIRED FOR THE POOL
STRUCTURE FROM THE DATE OF CASTING.
NOTES:
1- NO DIVING BOARD.
2- ONLY LIGHT COLOR TO BE USED FOR
POOL FLOORS.
3- ONLY LOW VOLTAGE UNDER WATER
TRANSITION
CURB
PLOT LIMIT 30000.00
PLOT LIMIT
250.00
1439.85 300.00 300.00 2420.34 300.00 2070.46 1000.18 1917.81 1000.25 1675.29 300.00 300.00 1674.97 1000.73 1324.66 300.00 1325.17 1000.73 2499.27 600.00 5200.30 600.00
300.00 1425.00
+ 0.15 M. PROPOSED
INTERLOCK
1068.65
F.F.L.
17699.50
6099.92
3
1800.00
1800.23
1750.00
2.10
6100.00
250.00 1299.70 700.00 900.00 700.00 601.04 648.96 2499.71 300.29 600.00 100.00 900.00 1200.00 1700.00 1.50 700.00 100.00 0.60 800.00 0.30 995.00 0.25
300.00
PARKING ENTRY
2.65
249.95
1581.35
599.72 600.00
750.00
800.00
5
1000.08
GARAGE
WASH
+ 0.15 M.
2549.11
BATH
200.00 1601.27
4150.00 4650.00
BATH
1549.39
1549.35
300.00
150.00
+ 0.45 M. 5999.30
5897.74 5897.74
1301.21
2051.58
1850.00
700.00
F.F.L. 2249.35
2.85 2.95
6 'S
+ 0.45 M.
2100.89
+ 0.15 M.
100.00
6 F.F.L.
350.00
ROOM DROP
200.00
F.F.L. 2200.00
KITCHEN
3749.35
100.00
CURB
100.00
3949.70
DINING 99.96
2700.00
GAZEBO
703.63
5649.35
150.00 2549.11
1799.35
1250.00 3100.08
700.00
GUEST ROOM
3797.77
LAUNDRY 1400.04
NOTES:
T.V.
4400.00 4400.00
BATH
2950.00
1.00
398.30
1. NO DIVING BOARD
3500.00
100.00
1601.27
200.02
2. LIGHT COLOR CERAMIC TILES TO BE USED
3. LOW VOLTAGE U/W LIGHT TO BE USED
401.58
150.00
300.00
100.00
0.90
LANDSCAPE
200.05
200.04
300.00
3050.00
100.00
250.00
5
900.00
1401439
1200.00
3200.97 800.00 1648.96 1.85 600.00 400.00 0.50 600.00 600.00 600.00 0.30 399.97
CORRIDOR 100.00
2.95 100.00
4.05
200.00
1748.58
1750.16
598.42
248.42
5 600.00
2800.00
413.80
5
100.00
2631.62
2400.30
INTER LOCK
UP
APPROVED
1000.00
PORCH
1300.13
600.00 600.00
5899.92
DATE DESCRIPTION BY
+ 0.45 M. 300.00
F.F.L. CLIENT :
400.74
18000.00
18000.00
5900.00
300.00
5713.23
4750000
4450.00
DIA 2.00M
KIDS POOL
4100.00 4100.00
LIVING
2901.58 2901.58
1
+ 0.15 M.
2901.59
+ 0.45 M.
2700.00
F.F.L. F.F.L.
2781.59
LADDER
4 STEPS
UP 5650.37
PROJECT:
SUCTION DRAIN
8099.07
2299.58
(3 nos)
8350.65
350.00
600.00
G+1 VILLA
11400.70
250.00
250.00
300.00
300.00
100.65
598.42
8699.57
1200.00
10150.65
F.F.L. F.F.L.
2299.68
2299.35
3
CONSULTANT :
2700.00
249.85
3750649
FOYER 300.00
2900.00
LINE OF ROOF
U/G WATER LIGHT
DECK ABOVE
(4 nos)
300.00 1099.07
+ 0.15 M.
250.00
1350.65
8%SLOPE
1350.92 600.92 8449.38
CONTRACTOR :
FOUNTAIN
3718.90
448.23
3.60
2350.00
10500.13 10400.30
1800.00
+ 0.15 M. FIC
F.F.L. MH-11 TO DM 298.42
300.00
PLOT NO. / PARCEL ID BLOCK / COMMUNITY
JVT 01IVIL024
200.47 2649.53 300.00 2700.00 300.00 2700.00 300.00 2700.00 300.00 1899.03 300.00 300.00 1548.74 998.76 1678.27 300.00 2700.00 300.00 2349.71 998.76 1621.73 300.00 2330.00 200.47 200.00
DRAWING TITLE :
AS
SCALE : DATE : CHECKED BY :
1:60 01-06-2022 RP
JOB NO : DRAWING NO. : REVISION NO. :
ARP-012 01