14265
6485
7440
10720 1350
8460
2580
2540
6000
6000
14010
10725
6705
6000
8460
2540
40780
3395
5285 4465
6145 LVL. +201.125 1 2
LVL. +201.125
LVL. +201.175 TOS +200.20
FFL +201.49 TOS +201.35
T-02
LVL. +201.125
1 2
WATER BODY
BALCONY-1
1 2
LVL. +201.125
WATER BODY BALCONY-1
LVL. +201.125
BALCONY-1
T-03
T-03
1 2
LVL. +201.125
SHAFT
WATER BODY BALCONY-1
T-03
6000
BALCONY-1
T-02 BEDROOM 4
T1
ENTRANCE FOYER
LVL. +201.175 TOS +201.125
T-03
BEDROOM 3
BEDROOM 2
WATER BODY
TOILET
ENTRANCE FOYER
TOILET
LVL. +201.175 TOS +200.20
FFL +201.49 TOS +201.35
T-02 T-02
TOILET
1 2
WATER BODY
BALCONY-1
BEDROOM 4
LVL. +201.175 TOS +201.125
T-03
BEDROOM 3
BEDROOM 2
TOILET
LVL. +201.175 TOS +200.20
FFL +201.49 TOS +201.35
T-02 T-02
ENTRANCE FOYER
LVL. +201.175 TOS +201.125
LVL. +201.125
1 2
WATER BODY
BALCONY-1
BEDROOM 4
ENTRANCE FOYER
BEDROOM 3
1 2
WATER BODY
TOILET
BEDROOM 4
BEDROOM 2
LVL. +201.175 TOS +200.20
FFL +201.49 TOS +201.35
T-02 T-02
TOILET
LVL. +201.125
1 2
WATER BODY
BALCONY-1
T-03
T-03
BEDROOM 3
BEDROOM 2
LVL. +201.175 TOS +201.125
TOILET
T2
T3
T4
T-03
TOILET
CBD
VRV OUTDOOR UNIT
ST.CLOSET
T-05
T-01
UP
T-01
DRESS
LIBRARY
LIFT LOBBY LVL. +201.50 TOS +201.45
ENT. FOYER
ST.CLOSET
T-01 TOILET
LIFT LOBBY LVL. +201.50 TOS +201.45
ENT. FOYER
F.H.C SHAFT
PLUMB. SHAFT
TOILET
F.H.C SHAFT
T-06
PLUMB. SHAFT
TOILET
UTILITY
LVL. +201.50 TOS +201.45 UTILITY
FFL +201.49 TOS +201.35
F.H.C SHAFT
T-06
PLUMB. SHAFT
BALCONY-3
BALCONY-3
FFL +201.49 TOS +201.35
2 1
LVL. +201.50 TOS +201.45 UTILITY
BALCONY-3
LVL. +201.50 TOS +201.45 UTILITY
2 1 LVL. +201.125
17655 BALCONY-3
FFL +201.49 TOS +201.35
KITCHEN
8660 BALCONY-3
2 1
2 1
UTILITY
BALCONY-3
BALCONY-3
KITCHEN BALCONY-3 FFL +201.49 TOS +201.35
LVL. +201.125
LVL. +201.125
UTILITY FFL +201.49 TOS +201.35
LIVING,BAR/DINING ROOM
FFL +201.49 TOS +201.35
BALCONY-3
T-06
UTILITY RM. UTILITY
BALCONY-3
BALCONY-3
BALCONY-3 FFL +201.49 TOS +201.35
TOILET
T-06
2 1
LVL. +201.125
BALCONY-3 FFL +201.49 TOS +201.35
BALCONY-3
2 1 LVL. +201.125
2 1
LVL. +201.125
15215
LVL. +201.125
PLUMB. SHAFT
FFL +201.49 TOS +201.35
KITCHEN
2 1
LVL. +201.125
5965 F.H.C SHAFT
T-06
UTILITY RM. UTILITY
FFL +201.49 TOS +201.35
BALCONY-3
TOILET
T-06
LIVING,BAR/DINING ROOM
KITCHEN BALCONY-3 FFL +201.49 TOS +201.35
ENT. FOYER
MASTER BEDROOM 1
FFL +201.49 TOS +201.35
LIVING,BAR/DINING ROOM
T-01
LIFT LOBBY LVL. +201.50 TOS +201.45
LVL. +201.50 TOS +201.45
UTILITY RM.
LVL. +201.50 TOS +201.45
T-05 UP
DRESS
LIBRARY
MASTER BEDROOM 1
UTILITY RM.
LVL. +201.50 TOS +201.125
T-05 UP
TOILET
LIFT LOBBY LVL. +201.50 TOS +201.45
T-06
MASTER BEDROOM 1
ST.CLOSET
T-01 T-01
LVL. +201.50 TOS +201.45
T-06
LIVING,BAR/DINING ROOM
CENTRAL LOBBY
T-05 UP
ENT. FOYER
24360
BALCONY-2
(SLOPE - 1:12)
PUJA
LVL. +201.50 TOS +201.125
T-05
DRESS
LIBRARY
LVL. +201.50 TOS +201.45
MASTER BEDROOM 1
ST.CLOSET VESTIBULE
UP
T-01
VRV OUTDOOR UNIT
T-04
HANDICAPED RAMP
FFL +201.49 TOS +201.35
(SLOPE - 1:12)
CENTRAL LOBBY
T-05 UP
DRESS
LIBRARY
LVL. +201.50 TOS +201.45
LVL. UP +201.175
T-04
FAMILY LOUNGE
BALCONY-2
HANDICAPED RAMP
PUJA
LVL. +201.50 TOS +201.125
T-05
VESTIBULE
UP TOILET
VRV OUTDOOR UNIT
BALCONY-2
CENTRAL LOBBY PUJA
LVL. +201.50 TOS +201.125
T-05
VESTIBULE
UP TOILET
VRV OUTDOOR UNIT
T-04
FFL +201.49 TOS +201.35
(SLOPE - 1:12)
TOILET
T-04
FAMILY LOUNGE
BALCONY-2
HANDICAPED RAMP
CENTRAL LOBBY PUJA
T-01
VRV OUTDOOR UNIT
BALCONY-2
FFL +201.49 TOS +201.35
(SLOPE - 1:12)
VRV OUTDOOR UNIT
T-04
BALCONY-2
HANDICAPED RAMP
DRESS LVL. +201.175
TOILET
T-04
FAMILY LOUNGE
BALCONY-2
FFL +201.49 TOS +201.35
DRESS LVL. UP +201.175
TOILET VRV OUTDOOR UNIT
T-04
DOME ABOVE
DRESS
DRESS
DRESS LVL. UP +201.175
TOILET
T-04
FAMILY LOUNGE
DOME ABOVE
DRESS
DRESS
DRESS
VRV OUTDOOR UNIT
BALCONY-2
FOR EXAMPLE DETAIL - AS - CALCULATION OF DIAGRAM SECTOR EXAMPLE :- (A) NO. CALCULATION SECTOR (Arc Length x Arc Radius /2)
184600
TRIANGLE ( Breadth x Height /2)
6315
6320
6000
22720
DOME ABOVE
DRESS
DRESS
14035
6030
5690
6000
18400
DOME ABOVE
DRESS
DRESS
A
SECTOR (100.771 x 126.400 /2) = 6368.73 sqmtr. = (6368.73 - 5725.45) = 643.28 sqmtr. TRIANGLE ( 98.286 x 116.506 /2) = 5725.45 sqmtr.
NOTE :-
50% OF TREES PROPOSED SHALL BE OF EVERGREEN CATEGORY.
SECTION A
SECTION B
SECTION C
ELEVATION B
4
2
41
5
3
1
40
24
2
4
42
42
5
3
40
40 43
41 A1
40
24
43 25
25
39
26
26
6
ELEVATION C
7
6
F1
23
F2
F3
38 27
38 27
F4
SECTION D
A F5
8
L2
L1
L1 30
28 31 29
32
19 20
37
19 20
36 33
18 35
9
21
18 16 17
17
33
35
15 34 11
12
34 13
13
12
11
14
10
22
SECTION A
SECTION B
SECTION C
4
2
41
2
4
42
42
41
ELEVATION A 5
3
1
40
24
5
3
40
40 43
A1
40
24
43 25
25
39
26
26
6
7
6
F1
23
F2
F3
38 27
38 27
F4 A F5
8
L2
L1
L1 30
28 31 29
32
19 20
37
19 20
36 33
18 35
9
21
18 16 17
17
33
35
15 34 11 10
12
34 13
13 14
12
11 22
D1
W1
W1
ELEVATION E2
SECTION AA
SECTION BB
D2 W2
ELEVATION E3
SECTION CC
W2
W2 D4
SCHEDULE FOR DOOR/WINDOW ELEVATION E1
TOS +2300
S. NO.
ITEM NO.
LOCATION
WIDTH
HEIGHT
CILL HT.
LINTEL HT.
1
D1
MAIN ENTRY DOOR
2000
2150
-
2150
2
D2
GUARD ROOM DOOR
1000
2150
-
2150
3
D3
SHOP DOOR
800
2150
-
2150
4
D4
TOILET-01 DOOR
750
2150
-
2150
5
W1
SHOP WINDOW
1850
1550
600
2150
6
W2
GUARD ROOM WINDOW
1850
1400
750
2150
7
W3
GUARD ROOM WINDOW-2
600
1400
750
2150
8
W4
TOILET WINDOW
600
1100
1050
2150
TERRACE BELOW TOS +2550
TOS +2550
TERRACE TOS +3150
KHURRA
OPEN TO SKY
KHURRA
TERRACE PLAN
ELEVATION E3
W2
D
W3
W1
E
D3 PERGOLA
W4
W4
D4 D3 W1
PLAN ELEVATION E1
ELEVATION E2
D1
Owner
C/L
JAYPEE
TYPICAL F.F.L +3200
DETAIL B
COLUMN AS/ STR.
LVL -50
DETAIL D
PLAN A
450
SECOND F.F.L
R.C.C. BAND AS/ SPECS
R.CC BAND LVL +450
BLOCK WORK
SECOND F.F.L
ELEVATION 1 (SCALE 1:25)
SD2 150 435
SEC1
5400(9 EQUAL TILES)
915
BAL
SKIRTING LINE TILES AS/ APPROVED SAMPLE
135
EQ
R.C.C BAND LINE AS / SPEC.
EQ
(SCALE 1:25)
100 X 75 X 2.5 MM M.S. BOX SECTION AS HANDRAIL
EQ
EQ
115
EQ
210 X 135 X 8 MM M.S PLATE FIXED WITH FASTENER TO THE STRUCTURE STRUCTURE LINE AS / STR.
ELE 1
FINISHING LINE.
C/L
12.5
75
WELDING
600 X 600 MM TILES AS / SPECS STRUCTURE LINE AS / STR.
210 X 135 X 8 MM M.S PLATE FIXED WITH FASTENER TO THE STRUCTURE DRIP COURSE AS/ DETAIL
(SCALE - 1:2) Architects
DETAIL F
MS CAP AS APPROVED , PAINTED IN ENAMEL PAINT SIMILAR TO RAILING STONE AS/ APPROVED SPECS.
100 X 75 X 2.5 MM M.S. BOX SECTION AS BALUSTRADES 75
100 X 75 X 2.5 MM M.S. BOX SECTION AS HANDRAIL 50 X 40 X 2.5 MM M.S. BOX SECTION AS HORIZONTALRAIL
DETAIL A
C/L
SECOND FFL +00
TECHNICAL PROJECTS CONSULTANTS
DRIP COURSE AS/ DETAIL
WELDING AS / SPEC.
ARCH AS/ STR. 40
Electrical Sub-Consultants
Envirotech Design
50X 40 X 2.5 MM M.S. BOX SECTION
G-53,Sarita Vihar Road New Delhi-110025 Ph.No: +91-11-29948091 Email-projects@envirotech.in
DETAIL D
Plumbing Sub-Consultants
(SCALE - 1:2)
PARADISE CONSULTANTS
S.S. FASTENER AS/ SPECS.
G-76C, SHAEEN BAGH, NOIDA ROAD NEAR KALINDIKUNJ, NEW DELHI-110025 PH : 011- 29943601, 24528427 E-mail: paradiseconsultants@gmail.com
DETAIL B (SCALE 1:20)
210
HVAC Sub Consultants
Envirotech Design Pvt. Ltd. G-53,Sarita Vihar Road New Delhi-110025 Ph.No: +91-11-29948091 Email-projects@envirotech.in
Landscape Consultants
165
R.C.C BAND AS / SPEC.
DETAIL E (SCALE 1:2)
DRIP COURSE AS/ DETAIL 200 MM BLOCK WORK
150
GUSSET PLATE DETAIL AT E (SCALE - 1:2)
30
Project title
20 MM PLASTER AS/SPEC.
150 X 135 X 8 MM THICK M.S. PLATE ANCHORED WITH THE R.C.C BAND
DETAIL F (SCALE 1:2)
10
10
PEBBLE COURT Jaypee Greens, Noida, U.P. Drawing Title
SECOND FLOOR BALCONY- 01 DETAILS
10
75 30
BEAM AS/ STRUCTURE
150X 75 X2.5 MM M.S. BOX SECTION TO BE WELDED WITH M.S.PLATE
15
20
15 15
50
25
80
135
20 MM PLASTER AS/ SPEC.
150
E-2,CHURCH COMPLEX,SUKHDEV VIHAR,NEW DELHI TEL-+91-11-41321401,02,03 FAX-+91-11-26910652 R.O:- PLOT NO:-36,SECTOR -32, GURGAON Email:- tpconsultants@airtelPBroadPBand.in tpconsultants@sify.com
C/L
C/L
210 X 135 X 8 MM M.S PLATE FIXED WITH FASTENER TO THE STRUCTURE
E-106 ,Greater Kailash Enclave-1 New Delhi 110048,India Ph.No: +91-11-2624050 Fax: +91-11-26242035
Structure Proof Consultants
210 X 135 X 8 MM M.S PLATE FIXED WITH FASTENER TO THE STRUCTURE 150 X 75 X 2.5 MM M.S. BOX SECTION AS BALUSTRADES
S.S FASTENER AS/ SPEC T0 FIX THE GUSSET PLATE WITH R.C.C BAND
Arcop Associates Private Limited.
Structure Sub-Consultants
5
(SCALE 1:10)
Seal
DETAIL C C/L
150 X 75 X 2.5 MM M.S. BOX SECTION AS BALUSTRADES WELDED TO MS PLATE FROM THE BASE.PAINTED AS/ APPROVED ENAMEL SAMPLE
20
BEAM AS/ STR.
100 X 75 X 2.5 MM M.S. BOX SECTION AS BALUSTRADES
R.C.C BAND AS / SPEC.
C/L
20
Key plan
12.5
150
C/L
Drawings issues
FILLING IN LIGHT WEIGHT MATERIAL AS/ SPEC. P.C.C GOLA AS/ SPEC
50 80
PLAN A
50 X 40 X 2.5 MM HORIZONTAL M.S. BOX SECTION 150 X 75 X 2.5 MM M.S. BOX SECTION AS BALUSTRADES
NO.
NOTE :
GROUND FFL ±00
COLUMN AS /STR.
5885(7 EQUAL PARTS)
C/L
DATE
FOR ISSUES
WATER PROOFING AS/ SPEC. 1) READ THIS DRAWING WITH RELEVANT 20 MM PLASTER AS / SPEC. ARCHITECTURAL & VENDOR SHOP DRAWINGS. TILES AS / SPECS
START TILE
115 EQ
5. This drawing, as an instrument of service, is the exclusive property of Arcop Associates Pvt.Ltd and may not be reproduced and/or copied without prior permission. The information shown on this drawing is for use on the specified project only, and shall not be used otherwise.
C/L
C/L EQ
R.C.C BAND AS / SPEC.
15 15
150
275
4. All door and window openings shall be verified as per schedule.
DRIP COURSE AS/ DETAIL
Scale :
AS SHOWN Job No :
Drawn by : Checked by:
S.H KHAN AVESH
Approved by :
JAGJIT
Revision No :
R0
Plot No. :
2010/08 B-26
Location : Noida Expressway Date :
20.11.12
Drawing No :
WD/PB-AR/622 Sheet Size: A1 (900 X 600)
Plot Style : PEBBLE COURT.ctb
E
3. For construction purposes, the dimensions shall not be measured directly on the drawings. The drawings shall not be used for construction until they are issued as good for construction.
200 MM BLOCK WORK
100 X 150 X 2.5 MM M.S. BOX SECTION AS HANDRAIL
50
OP
600X 600 TILES AS/ SPECS 150
SLO P
E
SLOP
E
D3
50
D3 1800(3 EQUAL TILES)
SL
DETAIL E
200
BALCONY - 01
2. The contractor shall verify all dimensions, details, specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work.
1.
STONE AS/ APPROVED SPECS.
DETAIL A
BAL
W1C
50
20 150
B.D
R.C.C BAND LVL +450
C/L
SECTION 1 (SCALE 1:25)
1. All structural, mechanical and electrical drawings shall be read jointly with the architectural drawings in order to establish a complete list of works.
600
V
50 X 40 X 2.5 MM HORIZONTAL M.S. BOX SECTION WELDED WITH 40 X 60 VERTICAL SECTION.PAINTED AS/APPROVED ENAMEL SAMPLE 150 X 75 X 2.5 MM M.S. BOX SECTION AS BALUSTRADES WELDED TO MS PLATE FROM THE BASE. PAINTED AS/ APPROVED ENAMEL SAMPLE MS CAP AS APPROVED , PAINTED IN ENAMEL PAINT SIMILAR TO RAILING
Notes.
TOE WALL FINISH LVL.+500
BRAM AS / STR. ARCH AS/SPEC. DRIP COURSE AS/SPEC.
500
BEAM AS/STR.
CONCRETE BAND AS / STR.
EQ
R.CC BAND LVL+450
C/L
100 X 150 X 2.5 MM M.S. BOX SECTION AS HANDRAIL WELDED TO 100 X 60 X 2.5 VERTICAL BALUSTRADE .PAINTED AS/ APPROVED ENAMEL SAMPLE.
50
PLAN A
RAILING AS/ DETAIL
RAILING LVL +1050
200 150 100
600
RAILING AS/ DETAIL
C/L
150
RAILING LVL +1050
150 450
FINISHED LINE OF COLUMN IN ELEVATION
WALL AS/ SPEC.
SEC1
C/L
EQ
LVL -1200
LVL -2400
DETAIL C
LOUVERS AS/ SPECS. DOOR AS/ SPECS
SD2 LVL -1200
BEAM AS/ STR.
150
BEAM AS/ STR.
TOP OF THE RAILING +1050
50
LVL -500
GREENS
Noida, ( U.P.)
600
TYPICAL F.F.L +3200
Owner
C/L
JAYPEE
GREENS
Noida, ( U.P.)
Notes.
100 X 50 X 2.5 MM M.S. BOX SECTION AS HAND RAIL WELDED TO 40 X 60 X2.5 MM VERTICAL BALUSTRADE .PAINTED AS/ APPROVED ENAMEL SAMPLE.
1. All structural, mechanical and electrical drawings shall be read jointly with the architectural drawings in order to establish a complete list of works.
TOP OF THE RAILING +1050 C/L
50
SD1
2. The contractor shall verify all dimensions, details, specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work. 3. For construction purposes, the dimensions shall not be measured directly on the drawings. The drawings shall not be used for construction until they are issued as good for construction. 4. All door and window openings shall be verified as per schedule.
DETAIL C 100 X 50 M.S. BOX SECTION
SEC1
5. This drawing, as an instrument of service, is the exclusive property of Arcop Associates Pvt.Ltd and may not be reproduced and/or copied without prior permission. The information shown on this drawing is for use on the specified project only, and shall not be used otherwise.
EQ
LVL -1955
DETAIL B
C/L
SD1
D6A
C/L 30
RAILING LVL +1050
40 X 30 X 2.5 MM M.S. BOX SECTION AS HORIZONTAL RAIL WELDED WITH 40 X 60 X 2.5 MM VERTICAL SECTION . PAINTED AS/APPROVED ENAMEL SAMPLE
60 X 40 M.S. BOX SECTION
1740
50
RCC BEAM AS/ STR.
LVL ±00
50
DETAIL D
230
C/L
1.
950
10 MM DRIP COURSE
50
TYPICAL FFL ±00
DETAIL C
C/L
30
40 X 30 M.S. BOX SECTION
40 X 60 X 2.5 MM M.S. BOX SECTION AS BALUSTRADES WELDED TO MS GUSSET PLATE FROM THE BASE. PAINTED AS/ APPROVED ENAMEL SAMPLE
EQ
PLAN A
SECTION AA'
(SCALE - 1:25)
(SCALE - 1:25)
100 X 50 X 2.5 MM M.S. BOX SECTION WELDING AS /SPEC. 60 X 40 X 2.5 MM M.S. BOX SECTION
EQ
ELEVATION A
30
SD1
20
60
300
SH2A
115
PLAN AT - A (SCALE - 1:25)
EQ
(SCALE 1:2)
LIGHT WEIGHT MATERIAL FILLING AS/SPEC P.C.C FILLING AS/ SPEC.
C/L
100
15 15
40 X 30 X 2.5 MM M.S BOX SECTION AS HORIZONTAL RAILS 60 X 40 X 2.5 MM M.S. BOX SECTION AS BALUSTRADES STRUCTURE LINE
40
15 15
FASTENER AS/ SPECS. 60 X 40 X 2.5 MM M.S. BOX SECTION TO BE WELDED WITH M.S.PLATE 100 X 80 X 8 MM THICK M.S. PLATE ANCHORED WITH THE BEAM
C/L
R.C.C BEAM AS/ STRUCTURE
60 X 40 X 2.5 MM M.S. BOX SECTION
S.S FASTENER TO FIX GUSSET PLATE WITH BEAM
10
10
DETAIL D
DRIP COURSE AS/ DETAIL
100
Architects
Arcop Associates Private Limited. E-106 ,Greater Kailash Enclave-1 New Delhi 110048,India Ph.No: +91-11-2624050 Fax: +91-11-26242035
DETAIL B
Structure Sub-Consultants
(SCALE 1:5)
TECHNICAL PROJECTS CONSULTANTS E-2,CHURCH COMPLEX,SUKHDEV VIHAR,NEW DELHI TEL-+91-11-41321401,02,03 FAX-+91-11-26910652 R.O:- PLOT NO:-36,SECTOR -32, GURGAON Email:- tpconsultants@airtelPBroadPBand.in tpconsultants@sify.com
DETAIL F
40 X 60 X 2.5 MM M.S BOX SECTION AS BALUSTRADES 40 X 60 X 2.5 MM M.S BOX SECTION AS BALUSTRADES 20 MM PLASTER AS/ SPECS
20
20
20
100 X 80 X 2.5 MM M.S GUSSET PLATE
20
20
60 20
110
20
8
75
25
5
5
STONE AS/ APPROVED SPECS.
100 X 80 X 8 MM GUSSET PLATE FIXED WITH FASTENER TO THE STRUCTURE & ALIGNED WITH THE EDGE OF THE STRUCTURE
Seal
Structure Proof Consultants
MS CAP OF 160 MM RADIUS AS APPROVED , PAINTED IN ENAMEL PAINT SIMILAR TO RAILING
WELDING AS / SPEC.
30
(SCALE - 1:2)
(SCALE - 1:2)
60 X 40 X 2.5 MM BALUSTRADES WELDED WITH GUSSET PLATE
30
20 MM PLASTER AS/SPEC.
GUSSET PLATE DETAIL AT E
TILES AS / SPECS
C/L
WELDING AS/ SPEC 40 X 30 X 2.5 MM M.S.BOX SECTION
400
EQ 2800 (3 EQUAL PARTS) 3000 100 X 50 X 2.5 MM M.S. BOX SECTION 175 X 75 X 2.5 MM M.S. BOX SECTION ELE 1
1) READ THIS DRAWING WITH RELEVANT ARCHITECTURAL & VENDOR SHOP DRAWINGS.
TYPICAL FFL +00
WATERPROOFING LAYER AS/ SPECS
60
975
EQ
10
DETAIL F
80
100
10
20
DETAIL E
100 X 80 X 8 M.S GUSSET PLATE FIXED WITH FASTENER TO THE STRUCTURE
40
BAL
DRIP COURSE AS/ DETAIL
135° EQ EQ EQ EQ 125 125
EQ
20 MM PLASTER AS/SPEC.
e slop
SKIRTING LINE
NOTE :
20
VRV OUTDOOR UNIT
DETAIL E
TOE WALL FINISH LVL.+100 15
BAL
DETAIL C
8
slope
3600 (6 FULL TILES)
Key plan
STONE AS/ APPROVED SPECS.
100
TERRACOTTA TILE (600X600MM) SEC1
BEAM AS/ STRUCTURE
20
(SCALE - 1:2)
10
D6A
BAL
slo pe
600
1200(2 FULL TILE)
STARTING TILE
MS CAP AS APPROVED , PAINTED IN ENAMEL PAINT SIMILAR TO RAILING
NO.
Drawings issues
C/L
BALCONY - 02
DATE
FOR ISSUES
C/L
20
Electrical Sub-Consultants
Envirotech Design G-53,Sarita Vihar Road New Delhi-110025 Ph.No: +91-11-29948091 Email-projects@envirotech.in
Plumbing Sub-Consultants
PARADISE CONSULTANTS
C/L
G-76C, SHAEEN BAGH, NOIDA ROAD NEAR KALINDIKUNJ, NEW DELHI-110025 PH : 011- 29943601, 24528427 E-mail: paradiseconsultants@gmail.com
HVAC Sub Consultants
Envirotech Design Pvt. Ltd.
TYPICAL FFL +00
G-53,Sarita Vihar Road New Delhi-110025 Ph.No: +91-11-29948091 Email-projects@envirotech.in
135° 170
R.C.C BEAM AS/ STR.
Landscape Consultants
C/L 20 MM PLASTER AS / SPECS
60
115
C/L
WATERPROOFING LAYER AS/ SPECS
PEBBLE COURT 125
DETAIL E (SCALE 1:2)
EQ
EQ 725 (4 EQUAL PARTS)
S.S FASTENERS AS/SPECS 935 X 90 X 8 MM M.S. PLATE TO FIX THE VERTICAL LOVERS
DETAIL A (SCALE 1:5)
125
175 X 75 X 2.5 MM M.S. BOX SECTION AS VERTICAL LOUVERS BLOCKWORK AS / SPECS
Jaypee Greens, Noida, U.P.
40
EQ 115
100 100 X 80 X 2.5 MM M.S BOX SECTION STRUCTURE LINE 40 X 30 X 2.5 MM M.S BOX SECTION
Drawing Title
TYPICAL FLOOR BALCONY- 02 DETAILS Scale :
AS SHOWN Job No :
Drawn by : Checked by:
S.H KHAN AVESH
Approved by :
JAGJIT
Revision No :
R0
Plot No. :
2010/08 B-26
Location : Noida Expressway Date :
20.11.12
Drawing No :
WD/PB-AR/622 Sheet Size: A1 (900 X 600)
Plot Style : PB BALCONY DETAIL.CTB
EQ
100 MM SUNK IN SLAB, FILLED WITH LIGHT MATERIAL AS/ SPEC. P.C.C GOLA TO PROTECT WATER PROOFING LAYER
Project title
Owner
JAYPEE
LVL ±00
LVL ±00
RAILING LVL +1050 PLAN
W4A
DETAIL C
G3 LVL - 4450
LVL -12145
RAILING AS/ DETAIL
40 X 60 X 2.5 MM MS BOX SECTION 40 X 30 X 2.5 MM MS BOX SECTION
4. All door and window openings shall be verified as per schedule.
RAILING LVL +1050
PLAN
BEAM AS/ STRUCTURE
RCC BEAM
TYPICAL F.F.L ±OO
ELEVATION 1 (SCALE 1:40)
ELEVATION 2 (SCALE 1:40)
SECTION 1 (SCALE 1:40)
C/L 50
C/L 30
WELDING AS/ SPEC. 40 X 30 X 2.5 MM M.S. BOX SECTION
EQ
20 100 X 50 X 2.5MM M.S. BOX SECTION WELDING AS/SPEC. 60 X 40 X 2.5 MM M.S BOX SECTION
150
DETAIL E
DETAIL D
(SCALE - 1:2)
C/L 100
30
C/L
slope
pe
slo
30
C/L STARTING TILE
20
600 100 100 100 X 50 X 2.5 MM MS BOX SECTION 40 X 60 X 2.5 MM MS BOX SECTION
EQ
EQ EQ 6035 (7 EQUAL PARTS)
40 X 30 X 2.5 MM MS BOX SECTION
EQ
80 X 100 X 8 MM GUSSET PLATE
150
EQ
EQ
DETAIL B
100 G.R.C JALI AS / SPECS
C/L
MS CAP AS APPROVED , PAINTED IN ENAMEL PAINT SIMILAR TO RAILING
ELE 1
STONE AS/ APPROVED SPECS. Architects
TILES AS / SPECS 60 X 40 X 2.5 MM BALUSTRADES WELDED WITH GUSSET PLATE
10 MM PLASTER AS/ SPEC.
DETAIL A
COLUMN AS/ STRUCTURE
(SCALE 1:5)
40 X 30 X 2.5 MM MS BOX SECTION 100 X 50 X 2.5 MM MS BOX SECTION STRUCTURE LINE AS / STR.
TOE WALL FINISH LVL.+100
100 X 80 X 8 MM MS GUSSET PLATE 40 X 60 X 2.5 MM MS BOX SECTION
80 X 100 X 10 M.S PLATE FIXED WITH FASTENER TO THE STRUCTURE
20
5
600X 600 TILES AS/ SPECS
25
5
C/L
Arcop Associates Private Limited. E-106 ,Greater Kailash Enclave-1 New Delhi 110048,India Ph.No: +91-11-2624050 Fax: +91-11-26242035
Structure Sub-Consultants
TECHNICAL PROJECTS CONSULTANTS E-2,CHURCH COMPLEX,SUKHDEV VIHAR,NEW DELHI TEL-+91-11-41321401,02,03 FAX-+91-11-26910652 R.O:- PLOT NO:-36,SECTOR -32, GURGAON Email:- tpconsultants@airtelPBroadPBand.in tpconsultants@sify.com
TYPICAL FFL +00
Structure Proof Consultants
WATERPROOFING LAYER AS/ SPECS LIGHT WEIGHT MATERIAL FILLING AS/ SPEC. P.C.C FILL
20 20
DETAIL F
100
C/L
Electrical Sub-Consultants
Envirotech Design G-53,Sarita Vihar Road New Delhi-110025 Ph.No: +91-11-29948091 Email-projects@envirotech.in
SKIRTING LINE TILES AS/ APPROVED SAMPLE
Plumbing Sub-Consultants
PARADISE CONSULTANTS
20
20
60 20
110
20
8
75
80 X 100 X 8 GUSSET PLATE FIXED WITH FASTENER TO THE STRUCTURE & WELDED WITH THE BALUSTRADES.
Seal
C/L
100
MS CAP OF 160 MM RADIUS AS APPROVED , PAINTED IN ENAMEL PAINT SIMILAR TO RAILING
1) READ THIS DRAWING WITH RELEVANT ARCHITECTURAL & VENDOR SHOP DRAWINGS.
DETAIL E
950
BALCONY - 03 7445 X 1935 MM
175
SKIRTING LINE TILES AS/ APPROVED SAMPLE
W4A 115
slope
SD4
40 X 60 X 2.5MM M.S. BOX SECTION AS BALUSTRADES WELDED TO MS PLATE FROM THE BASE. PAINTED AS/ APPROVED ENAMEL SAMPLE
EQ
PLAN (SCALE 1:40)
WELDING AS / SPEC.
Key plan
DETAIL D
80
EQ
EQ COLUMN AS/STR.
STONE AS/ APPROVED SPECS.
NO.
30
11400(19 FULL TILES)
EQ EQ 3700 (4 EQUAL PARTS)
100 STRUCTURE LINE AS/SPEC.
DATE
Drawings issues
EQ
C/L
100
DETAIL A
C/L
40 X 30 X 2.5 MM HORIZONTAL M.S. BOX SECTION WELDED WITH 40 X 60 VERTICAL SECTION . PAINTED AS/APPROVED ENAMEL SAMPLE
(SCALE - 1:2)
C/L
EQ
TOP OF THE RAILING +1050
NOTE :
SEC 1
C/L
1. FOR ISSUES
EQ
EQ
60
470
TERRACOTTA TILE (600X600MM)
BAL
10
(SCALE - 1:2)
BAL
3600(6 FULL TILES)
20
60 X 40 X 2.5 MM M.S BOX SECTION 80
GUSSET PLATE DETAIL AT F
1200(2 FULL TILES)
BAL
G3
4200(7 FULL TILES)
3935(4 EQUAL PARTS) EQ EQ
ELE 2
100 X 80 X 8 MM THICK M.S. PLATE ANCHORED WITH TOE WALL
100
BALCONY - 03 4330 X 4620 MM
10
DRIP COURSE AS/ DETAIL
EQ
20
SD3
C/L
20
60
80
60 X 40 X 2.5 MM M.S. BOX SECTION TO BE WELDED WITH M.S.PLATE
BAL
100
40
S.S. FASTENER AS/ SPECS.
10 10
100 X 50 X 2.5MM HANDRAIL M.S. BOX SECTION WELDED TO 40 X 60 X 2.5 MM VERTICAL BALUSTRADE .PAINTED AS/ APPROVED ENAMEL SAMPLE.
20
30
(SCALE 1:2)
C/L
50
15 15
DETAIL G
50
C/L 40
5. This drawing, as an instrument of service, is the exclusive property of Arcop Associates Pvt.Ltd and may not be reproduced and/or copied without prior permission. The information shown on this drawing is for use on the specified project only, and shall not be used otherwise.
20 MM PLASTER AS/SPEC.
TYPICAL F.F.L ±OO
LVL ±00
LVL ±00
15 15
3. For construction purposes, the dimensions shall not be measured directly on the drawings. The drawings shall not be used for construction until they are issued as good for construction.
10
LVL -1955
2. The contractor shall verify all dimensions, details, specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work.
15
LVL ±4640
SD4
SEC 1
Notes. 1. All structural, mechanical and electrical drawings shall be read jointly with the architectural drawings in order to establish a complete list of works.
GRC JALI AS/ SPECS COLUMN AS/ STR. DOOR AS/ SCHEDULE 100 X 50 X 2.5 MM MS BOX SECTION
50
SD3
GREENS
Noida, ( U.P.)
G-76C, SHAEEN BAGH, NOIDA ROAD NEAR KALINDIKUNJ, NEW DELHI-110025 PH : 011- 29943601, 24528427 E-mail: paradiseconsultants@gmail.com
20 MM PLASTER AS/SPEC.
20
HVAC Sub Consultants
R.C.C BEAM AS/STR.
Landscape Consultants
Project title
C/L
WATERPROOFING LAYER AS/ SPECS
PEBBLE COURT 100 40 X 60 X 2.5 MM MS BOX SECTION
800 15
100 X 80 X 8 MM MS GUSSET PLATE
DETAIL F (SCALE 1:2)
PLASTER AS/ SPEC.
STRUCTURE LINE AS / STR. 100 X 50 X 2.5 MM MS BOX SECTION 40 X 30 X 2.5 MM MS BOX SECTION
375
COLUMN AS/ STR.
DETAIL B (SCALE 1:5)
G.R.C JALI AS/SPEC.
DRIP COURSE AS/ DETAIL
DETAIL G
Jaypee Greens, Noida, U.P. Drawing Title
DETAIL C (SCALE 1:5)
TYPICAL FLOOR BALCONY- 03 DETAILS Scale :
AS SHOWN
Drawn by : Checked by:
S.H KHAN AWESH
Approved by :
JAGJIT
Revision No :
R0
Job No :
2010/08
Plot No. :
B-26
Location : Noida Expressway Date :
20.11.12
Drawing No :
WD/PB-AR/622 Sheet Size: A1 (900 X 600)
Plot Style : PEBBLE COURT.ctb
100 MM SUNK IN SLAB, FILLED WITH LIGHT MATERIAL AS/ SPEC. P.C.C GOLA TO PROTECT WATER PROOFING LAYER
G-53,Sarita Vihar Road New Delhi-110025 Ph.No: +91-11-29948091 Email-projects@envirotech.in
150
20
R.C.C BEAM AS/ STR.
20 MM PLASTER AS / SPECS
Envirotech Design Pvt. Ltd.
TYPICAL FFL +00
80
S.S FASTENER TO FIX THE GUSSET PLATE WITH BEAM
Notes: 1. All structural, mechanical and electrical drawings shall be read jointly with the architectural drawings in order to establish a complete list of works. 2. The contractor shall verify all dimensions, details, specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work.
SHAFT
LIFT WELL 2500X2600
2050
LIFT WELL 2500X2600
1800
1500
01
FFL 101150 TOS 101100
07
A
3300
14 13
3900
1550
1500
2700 (09 EQUAL TREADS)
1500
2000
200
200
3600 (12 EQUAL TREADS)
1700
200
550
800
10 9 8 7 6 5 4 3 2 1.
ST-02 LIFT WELL 2500X2600
LIFT WELL 2500X2600
5. This drawing, as an instrument of service, is the exclusive property of Arcop Associates Pvt.Ltd and may not be reproduced and/or copied without prior permission. The information shown on this drawing is for use on the specified project only, and shall not be used otherwise.
1500
10
ST-02
2250
SHAFT
2050
05
1550
15
LIFT WELL 2500X2600
LIFT WELL 2500X2600
2050
200
1550
20
750
550
LIFT WELL 2500X2600
2050
LIFT WELL 2500X2600
01
1500
ST-02
2250
SHAFT
ST-02 2050
1700
750
200
3600 (12 EQUAL TREADS)
200
1500
3900
27
300
SHAFT
2300
FFL 63750 TOS 63700 UP
550
2700 (10 EQUAL RISERS )
500
1550
11
FFL 99100 TOS 99050
2250
UP
750
8
300 3300
1500
UP 1500
13
07
15
SHAFT
01
1550
DN
26
1700 300
FFL 65200 TOS 65150
300
4. All door and window openings shall be verified as per schedule.
200
2050
10
3900
1500
06
1550
DN
16 15
21
28 40
300
SHAFT
01
- 5100 - 5050
1550
4150
3900
3300
1550
FFL TOS
11
14
34
300
300
4150
DN
1500
4150
A'
SHAFT
DN
200
3. For construction purposes, the dimensions shall not be measured directly on the drawings. The drawings shall not be used for construction until they are issued as good for construction.
300
5400 3600 (13 EQUAL RISERS )
1700
550
- 3610 - 3560
2225
2000
3300
300
1500
1500
FFL TOS
200
375
2050
300
1700
STRUCTURE LINE FINISH LINE
300 5400
750
200
2225 2325
375
1500
2300
5400
2250
2300
2225 2325
SHAFT
375
5400
E
STRUCTURE LINE FINISH LINE
300
4150
2225
300
2050
375
E
STRUCTURE LINE FINISH LINE
1500
E
STRUCTURE LINE FINISH LINE
1500
E
---------INITIAL ISSUE
FOR ISSUES
300
STRUCTURE LINE FINISH LINE 300
375
2225
2300
5400
375
300
850 800 UP
FFL TOS
UP
2300
01
300
1550
3600 (12 EQUAL TREADS)
300
5400
N
1700
E
W
200
300
1500
DN
13
07
200
1500
DN
26
300
19
1550
14
3900
01
1550
13
07
200
3600 (12 EQUAL TREADS)
1700
550
19
1550
200
1500
200
14
3900
01 UP
1500
200
26
300
UP
1700
750
200
550
200
2100 (7 EQUAL TREADS)
1100
550
1500
3900
300
1700
1500
25
1550
2225
1700 300
16 15
21
200
300
Key plan
2500
STRUCTURE LINE FINISH LINE 375
200
1500
SHAFT
21
18
4150
FFL TOS
- 7650 - 7600
1550
40
300
2500
S
Legend
3100 3050
1500
1500
3900
3300
SHAFT
4150
1550
26
175
1200
300
1700
DN
29
200
5400
1500
DN
A'
FFL TOS
1500
1500
- 6450 - 6400
300
300 200
Drawings issues
MUMTY LVL
2225
1700
300 200
FFL TOS
200
300
425
STRUCTURE LINE FINISH LINE
2000
200
2500
SERVICE FLOORS
300
2300
17
2500
1200
STRUCTURE LINE FINISH LINE
5400
300
200
300 200
750
2225
425 175
1550
3300
200
300
GROUND & UPPER GROUND.FLOOR
UPPER BASEMENT
375
2500
NO.
13
07
A
3600 (12 EQUAL TREADS)
1700
200
550
2500
DATE
1500
200
1200
---------0
1500
300
300 200
750
200
300
425 175
200
SHAFT
2500
200
550
2500
200
SHAFT
1200
200
4150
200
300 200
200
3300
425 175
200
4150
200
3300
200
---------0.0.0
8
2500
200
300
425 175
200
MID LANDING LVL
300 200
1200
STRUCTURE LINE FINISH LINE 7625
375
300
2225
FFL TOS
375
2050
SHAFT
2050
2250
2500
1200
2500
200
300
Seal 300
TYPICAL FLOORS (15TH TO 22ND ) STRUCTURE LINE FINISH LINE
300
375
300
2225 2625
Client
UNNATFIORTUNEGROUP
300
SECTC 17O ,BO -67R CF-EIP :. N AD IU NP D O ,AI, 280349124-+91-NPo:h. 2803124-+91-F:ax
5400 1700
200
300 Architects
FFL 68700 TOS 68650
FFL 16250 TOS 16200
DN
300
200
175
1500 200
2500 300
UPPER BASEMENT MID LVL
200
Arcop Associates Private Limited. A-15 ,Pomposh Enclave New Delhi 110048,India Ph.No: +91-11-26442050 Fax: +91-11-26242035
1700
1500
200
200
1200
FIRST FLOOR
2500 300
200
3300
13
NNC Design International G-70, 2nd Floor, Jaswant Plaza, Near Kalindi Kunj, Main Sarita Vihar Road, Okhla, New Delhi-110025 Tel:011-26940734/5/6/7 Fax:011-26940738 Email: nnc_consultants@hotmail.com
MEP Consultants
PARADISE CONSULTANTS 200
3600 (12 EQUAL TREADS)
1700
200
G-76C, SHAEEN BAGH, NOIDA ROAD NEAR KALINDIKUNJ, NEW DELHI-110025 PH : 011- 29943601, 24528427 E-mail: paradiseconsultants@gmail.com
Landscape Consultants
Habitat Design P-1/23, DLF City -II, Gurgaon, Haryana PH : 0124- 4296240 E-mail: habitatdesign_india@yahoo.com
Project title
LIFT WELL 2500X2600
UNNATI FORTUNE WORLD
2050
LIFT WELL 2500X2600
PLOT NO.-5, SECTOR-144, NOIDA, UP-INDIA. Drawing Title
(IT TOWER-B)
200
STAIRCASE-02
200
2500 300
SHAFT
2050
LIFT WELL 2500X2600
2050
LIFT WELL 2500X2600
2250 300 200
07
A
ST-02
200 425 175
01
1550
550
200
FFL 66800 TOS 66750 UP
3900
750
3600 (12 EQUAL TREADS)
1550
14
1500
SHAFT
3300
13
07
200
2500 300
SHAFT
LIFT WELL 2500X2600
2050
2250
SHAFT
2050
LIFT WELL 2500X2600
200 425
1550
ST-02
200
2500
30 01
1500
200
550
550 200
FFL 14350 TOS 14300 UP
3900
19
21
300
2250
2300
1550
14
750
500
2700 (10 EQUAL RISERS )
19
28
4150
30
300
550
26
21
- 2125 - 2075
1550
SHAFT
3900
4150
FFL TOS
31
3300
34
1550
1500
2050
LIFT WELL 2500X2600
200
LOWER BASEMENT
300 200
1700
DN
20
300
200
200 2500
425 175
200
5400
1500
2300
LIFT WELL 2500X2600
300
300
200
ST-02
1500
200
2500
200
- 635 - 585
750
1500
2100 (7 EQUAL TREADS)
750
1100
2500 300
2225 2325
1500
08
SHAFT
1550
04
01
2050
2250
SHAFT
2050
300 2300
UP
2250
SHAFT
2050
1200
LIFT WELL 2500X2600
Structure Consultants
09
3900
FFL - 10200 TOS - 10150
200
300 200
STRUCTURE LINE FINISH LINE
5400
- 9000 - 8950
ST-02
175
175
LIFT WELL 2500X2600
200
TYPICAL FLOORS (2ND TO 13TH)
300
4150
12
1550
425
200
DN 17
1500
200
300
200
3300
SHAFT
4150
1500
FFL TOS
300
UP
425
2500
200
2000
200
200
STRUCTURE LINE FINISH LINE
300
175
8
2500 300
200
LOWER G.FLOOR
200
A'
2050
2250
200
LIFT WELL 2500X2600
1500
2500 300
200
LIFT WELL 2500X2600
1500
1500 200
LIFT WELL 2500X2600
2050
425
LIFT WELL 2500X2600
ST-02
1500
200
175
SHAFT
2050
LIFT WELL 2500X2600
2050
2250
SHAFT
2050
LIFT WELL 2500X2600
200
200
ST-02
ST-02
ST-02
200
425 175
300 200
2500
1200
14th FLOOR
300
200
2500 300
Scale :
50
Drawn by :
S.H.KHAN
Checked by:
LABIB
Job No :
2012/42
Approved by :
APPROVED
Date : 0.0.00
Revision No :
REVISION
Drawing No :
11 Sheet Size: A1 (900 X 600)
50
50
WIDTH =1500 TREAD =300
3600
13
3800
CL
14
50 Ø M.S. HOLLOW SECTION PAINTED HANDRAIL
40
40 EQ
13 R
50 Ø M.S. HOLLOW SECTION PAINTED HANDRAIL
40 X 20 & 5 MM THICK M.S. BOX SECTION
40 X 20 & 5 MM THICK M.S. BOX SECTION
R10
15 50
13 R
20X15X5 MM THICK PAINTED M.S. BOX
1050
20X15 & 5 MM THICK M.S. BOX SECTION
6X6 MM GROOVE IN PLASTER
4MM X 4MM GROOVE
75
INTERNAL PLASTER & PAINT AS/SPECS.
KOTA STONE SKIRTING 6x 6 MM GROOVE IN MORTAR
50
3600
4TH FLOOR FFL. + 25750
26
EQ
01
STEPS IN BRICKWORK
M.SBOLT ARRANGEMENT AS INDICATED
10 MM GROOVE IN PLASTER
EQ
75
STONE AS/DETAIL
14
WIDTH =1500 TREAD =300
3600
13
3800
19 MM THK KOTA STONE IN RISER
BRICK
R.C.C/BRICK AS/STRUCTURE
EQ
NUT BOLT ARRANGEMENT AS INDICATED
300
R.C.C STAIRCASE AS/STR. DRAWING
13 R
DETAIL-1
80
13 R
STEPS IN BRICKWORK 3800
3600
WIDTH =1500 TREAD =300
12 MM THICK PLASTER
DETAIL-1 SCALE- 1:5
RAILING DETAIL SCALE- 1:10
14
13
8 MM M.S. PLATE WITH ANCHOR FASTENER AS/SPECS
50
8 MM M.S. PLATE WITH ANCHOR FASTENER (80 MM Ø & 5MM THK.)
45
INTERNAL PLASTER & PAINT AS/SPECS.
26
R.C.C/BRICK AS/STRUCTURE
45
3600
3RD FLOOR FFL. + 21950
DETAIL AT A SCALE- 1:10
195
01
E
13 R
01 3600
2ND FLOOR FFL. + 18150
INTERNAL PLASTER & PAINT AS/SPECS.
MUMPTY FFL. + 103950
13 R
14
WIDTH =1500 TREAD =300
TERRACE FFL. + 101150 TERRACE TOS. + 101000
13 R
01
30
3945
27
14R
STEPS IN BRICKWORK
28
3800
13 R INTERNAL PLASTER & PAINT AS/SPECS.
STEPS IN BRICKWORK
14
13R
16 4000
15
4500
13
3600
WIDTH =1500 TREAD =300
13
01 INTERNAL PLASTER & PAINT AS/SPECS.
01
30
4300
13 R
STEPS IN BRICKWORK WIDTH =1500 TREAD =300
13 R
13 R INTERNAL PLASTER & PAINT AS/SPECS.
STEPS IN BRICKWORK 16
01
21 ST FLOOR FFL. + 93400
3600
4000
4500
13
INTERNAL PLASTER & PAINT AS/SPECS.
13 R
26
13 R
STEPS IN BRICKWORK
4300
3800
30
14
13
WIDTH =1500 TREAD =300
28
3600
01
G.F. FFL + 5350
3600
WIDTH =1500 TREAD =300
14
13
3800
28
15
26
22 ST FLOOR FFL. + 97200
13 R
U.G.F. FFL + 9850
WIDTH =1500 TREAD =300
INTERNAL PLASTER & PAINT AS/SPECS.
27 EQUAL RISERS
1ST FLOOR. FFL. + 14350
4650
13
2600
2800
26 EQUAL RISERS
STEPS IN BRICKWORK
3600
3800
26
13 R
WIDTH =1500 TREAD =300
01
20TH FLOOR FFL. + 89600
3600
INTERNAL PLASTER & PAINT AS/SPECS.
STEPS IN BRICKWORK
30 EQUAL RISERS
16
15
4000
4500
13 R
13
INTERNAL PLASTER & PAINT AS/SPECS.
26
13 R
STEPS IN BRICKWORK
13 R 3800
3538 850
01
13 R
40
10R STEPS IN BRICKWORK 31 2775
30
01
15TH FLOOR FFL. + 70600
3600
EXTERNAL ROAL. LVL. ± 00
INTERNAL PLASTER & PAINT AS/SPECS.
21
20
14
13
3800
2775
40 EQUAL RISERS
13 R
STEPS IN BRICKWORK
WIDTH =1500 TREAD =300
WIDTH =1500 TREAD =300
10R
13 R
STEPS IN BRICKWORK
14TH FLOOR FFL. + 66800
11R
3050
34
9R STEPS IN BRICKWORK
10
WIDTH =1500 TREAD =300
11
2350
18
3152
WIDTH =1500 TREAD =300
17
2350
INTERNAL PLASTER & PAINT AS/SPECS.
26
13 R
STEPS IN BRICKWORK
9R
DETAIL A 8R
13
14
WIDTH =1500 TREAD =300
3600
09
3800
STEPS IN BRICKWORK
01
SERVICE FLOOR FFL. + 63750
2350
34 EQUAL RISERS
8R
08
STEPS IN BRICKWORK
10R
21
25
21
2850
1579
01
2638
U. BMT. FFL - 5100
01
3298
INTERNAL PLASTER & PAINT AS/SPECS.
21 EQUAL RISERS
11
10
26
3600
5100
10R
5100
3600
LG.F. FFL + 850
WIDTH =1500 TREAD =300
13
1050
13 R 01
L. BMT. FFL - 10200 STAIRCASE 02
Notes:
1. All structural, mechanical and electrical drawings shall be read jointly with the architectural drawings in order to establish a complete list of works.
---------0
2. The contractor shall verify all dimensions, details, specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work.
NO.
3. For construction purposes, the dimensions shall not be measured directly on the drawings. The drawings shall not be used for construction until they are issued as good for construction.
DATE
N
E
---------0.0.0
4. All door and window openings shall be verified as per schedule.
---------INITIAL ISSUE
W S
5. This drawing, as an instrument of service, is the exclusive property of Arcop Associates Pvt.Ltd and may not be reproduced and/or copied without prior permission. The information shown on this drawing is for use on the specified project only, and shall not be used otherwise.
10 9 8 7 6 5 4 3 2 1.
FOR ISSUES
UNNATFIORTUNEGROUP
SECTO 17,6R B-C O CE FR :IP. N AD IUP N ,D O A,I 280349124-+91-No:Ph. 28031124-+91-:Fax
Arcop Associates Private Limited.
Drawings issues
Key plan
Legend
Seal
Client
Architects A-15 ,Pomposh Enclave New Delhi 110048,India Ph.No: +91-11-26442050 Fax: +91-11-26242035
NNC Design International
Structure Consultants
G-70, 2nd Floor, Jaswant Plaza, Near Kalindi Kunj, Main Sarita Vihar Road, Okhla, New Delhi-110025 Tel:011-26940734/5/6/7 Fax:011-26940738 Email: nnc_consultants@hotmail.com
PARADISE CONSULTANTS
MEP Consultants
2012/42
G-76C, SHAEEN BAGH, NOIDA ROAD NEAR KALINDIKUNJ, NEW DELHI-110025 PH : 011- 29943601, 24528427 E-mail: paradiseconsultants@gmail.com
Habitat Design
Landscape Consultants
P-1/23, DLF City -II, Gurgaon, Haryana PH : 0124- 4296240 E-mail: habitatdesign_india@yahoo.com
Project title
50
UNNATI FORTUNE WORLD
S.H.KHAN
Date : 0.0.00
Sheet Size: A1 (900 X 600)
PLOT NO.-5, SECTOR-144, NOIDA, UP-INDIA.
LABIB
Drawing No :
(IT TOWER-B)
Drawn by :
Scale :
APPROVED
Drawing Title
Checked by:
REVISION
STAIRCASE-02
Approved by :
Job No :
Revision No :
11
B
233.44m
10 mts WIDE ROAD
+300
+600
PODIUM LINE
6 mts WIDE ROAD +900
+4500
PARAPET 1250 MM HIGH
+300
6 mts WIDE ROAD +600
9m
PARAPET 1250 MM HIGH RAMP UP SLOPE 1:10
MUMTY +6900
N E
BASEMENT LINE
BUILDING LINE
+600
9m
9m
BASEMENT LINE
16.1m
PODIUM LINE
SETBACK
SETBACK
SETBACK
16m
9m
+300
S
A
W
KEY PLAN
WATER TANK TERRACE
PODIUM+4 FLOORS
+19700
+4500
66.03m
+4500
PODIUM ROOF
PODIUM ROOF
PODIUM+4 FLOORS
KIDS ZONE
OPEN TO SKY
+19700
TOWER D 1 (IT BLOCK) FOR FUTURE EXPANSION
+300
PODIUM LINE MUMTY
MUMTY
OPEN TO SKY
+22100
+22100
+4500 +81900
MACHINE ROOM TERRACE
+4500
PODIUM+3 FLOORS +15900
58100
+600
58100
FIRE TENDER PATH
PODIUM+13 FLOORS
WATER BODY
+4500
CUTOUT
OPEN TO SKY PODIUM ROOF
53900
RAMP TO BASEMENT 1
PARAPET 1250 MM HIGH
+4500
OPEN TO SKY PODIUM ROOF
PODIUM+3 FLOORS +15900
PODIUM+2 FLOORS
UP FROM BASEMENT PODIUM+11 FLOORS
PODIUM LINE
+600
TOWER C INSTITUTIONAL FACILITIES & I.T
+300
PODIUM+2 FLOORS +12100
+4500
16m +4500
21.78m
TOWER A
BOUNDARY WALL as per standard detail & design
G + 19 FLOORS
TERRACE BELOW
PODIUM+2 FLOORS
PODIUM+5 FLOORS
+12100
28.63m
21m
23500
SETBACK Architect's Signature
9.02m
+4500
RAMP DOWN SLOPE 1:10
0.75m
+700
+100
RAMP DOWN SLOPE 1:10
+600
+600
RAMP DOWN SLOPE 1:10
6 mts WIDE ROAD
25m
6 mts WIDE ROAD
9m
RAMP UP SLOPE 1:10
UP FROM BASEMENT
RAMP FROM BASEMENT 1
BUILDING LINE
25.23m
25m SLOPE 1:10
BASEMENT LINE
TOWER D (IT BLOCK)
+300
RAMP DOWN
11.46m
PODIUM ROOF
16.4m
+68550
25m
11.42m
+76900 SHAFT OPEN TO SKY
+15900
+4500
PODIUM ROOF
34900
+73100
P+21 FLOORS
P+5 FLOORS OF HOUSING & 16 FLOORS OF I.T
19.42m
D
RESIDENTIAL & I.T
16.15m
+68550
+68550
+79900
OPEN TO SKY
+4500
+600
+72750
+300
6 mts WIDE ROAD
PODIUM LINE
OPEN TO SKY
PODIUM+8 FLOORS
BOUNDARY WALL as per standard detail & design
TOP OF WATER TERRACE TANK BELOW
PODIUM+3 FLOORS
6 M WIDE FIRE TENDER PATH
RAMP UP SLOPE 1:10
+600
SOCIAL GARDEN
SETBACK
TERRACE BELOW
+600
46300
PARAPET 1250 MM HIGH
6 mts WIDE ROAD
+12100
P+5 FLOORS OF HOUSING & 19 FLOORS OF I.T
6 mts WIDE ROAD
17.39m
RAMP UP SLOPE 1:10
TOWER B
+12100
131.44m
6 mts WIDE ROAD
67.5m
+77700
BUILDING LINE
BASEMENT LINE
PODIUM+2 FLOORS WATER TANK TERRACE
SETBACK
PODIUM LINE
PARAPET 1250 MM HIGH
P+24 FLOORS
6 mts WIDE ROAD
172.56m
+600
6 mts WIDE ROAD
10.25m
RESIDENTIAL & I.T
+300
172.86m
SOCIAL GARDEN
6 mts WIDE ROAD +600
+4500
76.05m
+600
59.72m
6 mts WIDE ROAD
15.55m
IN
OUT
+600
+22100
OPEN TO SKY
OUT
24 mts WIDE APPROACH ROAD
4.5mts WIDE DROP OFF
6 M WIDE FIRE TENDER PATH
6 mts WIDE ROAD
MUMTY
MACHINE ROOM +23900 TERRACE
4.5mts WIDE DROP OFF
BOUNDARY WALL as per standard detail & design
+19700
44m
16.72m
MACHINE ROOM +23900 TERRACE
+600
+4500
PARAPET 1250 MM HIGH
IN
PODIUM+4 FLOORS
103.88m
TOWER A1 FOR FUTURE EXPANSION 6 mts WIDE ROAD
6 mts+600 WIDE ROAD
47.93m
+23900
G.RM.
+300
G.RM.
OUT
IN/ OUT
RESIDENTIAL / I.T ENTRANCE
±00
G.RM.
+300
236.03m
24 mts WIDE APPROACH ROAD
Owners' Signature
+300
RAMP UP SLOPE 1:10
C
IN Architects & Town Planners
INSTITUTIONAL/IT ENTRANCE
ARCOP ASSOCIATES Pvt. Ltd. A-15, PAMPOSH ENCLAVE New Delhi-110 049 Ph.: 011-26242050
Fax : 011-26238035
Clients
R S RESOURCE MANAGEMENT CONSULTING PVT. LTD. Drawing Title
SITE PLAN
Job Title
BUILDING SUBMISSION FOR R S RESOURCE MANAGEMENT CONSULTING PVT. LTD PLOT NO- INS-02 SECTOR CHI-V, GR.NOIDA , U.P. Scale
1:300 Date
Job No. 2013/34 Drawing No.
JUNE 2014 Dealt by SHADAB KHAN
SB/AR/UNI/01 Checked by
Revision No.
JAGJIT
GREATER NOIDA AUTHORITY:
Associate Architect
Architect
Chief Architect
E
W
S
N 86250
34375 SLUDGE HOLDING TANK
C1
DOWN FROM STILT
DOWN TO BASEMENT 2
SECNDARY TUBE SETTLER SAFF TANK
FIRE WATER TANK-1 CAP.=100 KLD AREA=35.37 SQM. W. DEPTH=2.85 M FREE BOARD=0.5 M
CHLORINE CONTACT TANK
C2
60 KLD STP PLANT ROOM SLUDGE HOLDING TANK
SAFF-1
EQUALIZATION TANK
DOWN TO BASEMENT 2
2700
STS-2
SAFF-2
STS-1
SAFF-1
EQUALIZATION TANK
SLUDGE HOLDING TANK
ENTRY
TREATED WATER HOLDING TANK
DOMESTIC WATER TANK-1 CAP.=50 KLD AREA=11.6 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
DOMESTIC WATER TANK-2 CAP.=50 KLD AREA=11.6 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
C3
CUTOUT
S.T.P
ENTRY
SOFT WATER TANK CAP.=80 KLD AREA=18.43 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
FIRE WATER TANK-2 CAP.=175 KLD AREA=40.5 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
110 KLD STP PLANT ROOM
S.T.P
TREATED WATER HOLDING TANK
S8
750 2400 2350
CHLORINE CONTACT TANK
200 KLD STP PLANT ROOM
S3
ENTRY
STS-1
SOFT WATER TANK CAP.=80 KLD AREA=18.43 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
S.T.P
24860
S8
7.5M WIDE DRIVEWAY
SAFF-2
DOMESTIC WATER TANK-2 CAP.=50 KLD AREA=11.6 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
ENTRY
PLUMBING & FIRE PLANT ROOM
LENGTH-42000 WIDTH-4500 SLOPE- 1:10
STS-2
DOMESTIC WATER TANK-1 CAP.=50 KLD AREA=11.6 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
RAW WATER TANK CAP.=30 KLD AREA=10.0 SQM. W. DEPTH=2.85 M FREE BOARD=0.5 M TREATED WATER HOLDING TANK
C1
CHLORINE CONTACT TANK
42000
4500
FIRE WATER TANK-2 CAP.=100 KLD AREA=35.37 SQM. W. DEPTH=2.85 M FREE BOARD=0.5 M
8620
EQUALIZATION TANK
DOWN FROM STILT
29000
4500
LENGTH-42000 WIDTH-4500 SLOPE- 1:10
4500
4500
42000
D
FIRE WATER TANK-2 CAP.=175 KLD AREA=40.5 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
29000
73660
C4
3800
S3A
2700
S4
2920
4150
S17
27000
DN
FIRE STAIRCASE
4300
UP
D4
ENTRY
PLUMBING & FIRE PLANT ROOM
S5
ENTRY
PLUMBING & FIRE PLANT ROOM
DN
FD1
8010
UP
FIRE WATER TANK-1 CAP.=175 KLD AREA=40.5 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
9450
FIRE WATER TANK-1 CAP.=175 KLD AREA=40.5 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
RAW WATER TANK-2 CAP.=50 KLD AREA=11.6 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
6 M WIDE DRIVEWAY
RAW WATER TANK-1 CAP.=50 KLD AREA=11.6 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
RAW WATER TANK-1 CAP.=50 KLD AREA=11.6 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
6 M WIDE DRIVEWAY
IN
OUT
RAW WATER TANK-2 CAP.=50 KLD AREA=11.6 SQM. W. DEPTH=4.35 M FREE BOARD=1.5 M
IN
OUT
IN
24 mts WIDE APPROACH ROAD
14875
SERVICE LIFT-02
7770 6 M WIDE DRIVEWAY
LIFT WELL
11 LIFT LOBBY
SHAFT
D4
4600 S2
S2 FD1 UP DN
FD1 ELECT
33KV HT VCB ROOM
2500KVA 33/.433KV
DRY TR-3
2500KVA 33/.433KV
6080
6 M WIDE DRIVEWAY
CAP-4 CAP-3
DG SYNCH.PANEL
MAIN LT PANEL
MAIN LT PANEL 33/.433KV 2500KVA
DRY TR-3
33/.433KV 2500KVA
DRY TR-3
18660
RS
1500KVA DG SET OPEN TYPE
(6090X2075X2850mm) Wt.12250Kgs.
S13
DRIVEWAY
33/.433KV 2500KVA
DRY TR-2
1500KVA DG SET OPEN TYPE
RS
LENGTH-42000 WIDTH-4500 SLOPE- 1:10
RS
(6090X2075X2850mm) Wt.12250Kgs.
3710 FD1
S2
UP TO GROUND
FD1 FHC
FD1
ELECT
UP DN
W-1500MM T-300MM R-24 EQ
S1 5115 4800
FIRE STAIRCASE
FD1
TOWER A
6 M WIDE DRIVEWAY
LENGTH-42000 WIDTH-4500 SLOPE- 1:10
23500
UP
DN
9350
C6
11840 1950
RS
1250KVA 11/.433KV
E.S.S
I/C,O/G
S9
RS
7
PLINE AREA 193.29 sqm
TWO WHEELER PARKING
DOWN FROM STILT
S16 LIFT
C7 3100
2000
Architect's Signature
SERVICES 800/750KVA DG SET-1 SILENT TYPE
RS
13275
S14
C5
91
S14
S14
LIFT WELL
DRY TR-1
RS
10
850
CAP-1
D4
MAIN LT PANEL
LIFT LOBBY D4
S15
6 M WIDE DRIVEWAY
S1
FD1
4920
FHC ELECT
D3
FD1 UP DN
C LIFT-02
DN
6 M WIDE DRIVEWAY
S2
LIFT-02
85024
6 M WIDE DRIVEWAY
UP
O/G
30000
6 M WIDE DRIVEWAY
DOWN FROM GROUND
O/G
W-1500MM T-300MM R-24 EQ
S6
DOWN TO BASEMENT 2
11070
S10
LENGTH-42000 WIDTH-4500 SLOPE- 1:10
LIFT WELL
25000 C8
PLINE AREA 194.66 sqm
E.S.S
RS
6800
UP TO STILT
6 M WIDE DRIVEWAY
LENGTH-42000 WIDTH-4500 SLOPE- 1:10
6 M WIDE DRIVEWAY DOWN TO BASEMENT 2
RS
6 M WIDE DRIVEWAY
10495 RS
UP FROM BASEMENT 2
S12
TWO WHEELER PARKING
UP TO STILT
CAP-3
0
RS
E.S.S CAP-3
6 M WIDE DRIVEWAY
55315
O/G
CAP-3
TOWER B
A
S11
DG SYNCH.PANEL
28290
42000
2000KVA DG-1
4500
4150
RS
B
S14
C4 LENGTH-42000 WIDTH-4500 SLOPE- 1:10
RS
C1
4500
6 M WIDE DRIVEWAY
2000KVA DG-1
6 M WIDE DRIVEWAY
RS
WITHOUT ACOUSTIC TYPE
WITHOUT ACOUSTIC TYPE
154540
6 M WIDE DRIVEWAY
6 M WIDE DRIVEWAY
2000KVA DG-1
RS
RS
6 M WIDE DRIVEWAY
RS
S14
WITHOUT ACOUSTIC TYPE
S1 6690 I/C 7260 O/G
RS
S14
5000
ELECT
W-1500MM T-300MM R-24 EQ
6 M WIDE DRIVEWAY
FHC
FD1
38820
S1
FHC
UP DN
10 92 0
FD1 W-1500MM T-300MM R-24 EQ
DRY TR-2
UP TO STILT
4500
2600
LIFT-02
LIFT-02
9815
S7
UP DN
3650
D4
LIFT WELL
FIRE STAIRCASE
(7500X2500X3335mm) Wt.11500Kgs.
6 M WIDE DRIVEWAY
91
10 5
6 M WIDE DRIVEWAY
PLINE AREA 194.66 sqm
7585
PLINE AREA 223.29 sqm UP FROM BASEMENT 2
UP FROM BASEMENT 2
TWO WHEELER PARKING
BASEMENT 1 BASEMENT LINE
SCALE - 1:400
Owners' Signature 73660
86250
34375
C1
C1
S8
2700 S8
750 2400 2350
S3
C4
3800
27000
S17
4300
24860
S3A
2700
S4
2920
8010
29000
C2
29000
8620
4500
4150
4500
42000
D
C3
Architects & Town Planners
S5 9450
ARCOP ASSOCIATES Pvt. Ltd. A-15, PAMPOSH ENCLAVE New Delhi-110 049
14875
Ph.: 011-26242050
OPENING SCHEDULE
Fax : 011-26238035
CILL
3650
7770
SNO. NOMENCLATURE WIDTH HEIGHT
LINTEL
Clients
S7 4600
GD2
3
2450
7750 2450
00
2450
GD3
2700 2450
00
2450
4
GD4
1800
2450
00
2450
5
GD5
14000 2450
00
2450
S1
C4
G1
2735 2350
100
2450
8
FD1
1000 2450
00
2450
9
D1
1000
2150
00
2150
10
D2
900
2150
00
2150
11
D3
750
2150
00
2150
12
D4
1200 2450
00
13
D5
2000 2150
00
B
S14
A
S11
S12
PLINE AREA 194.66 sqm
Job Title
BUILDING SUBMISSION FOR R S RESOURCE MANAGEMENT CONSULTING PVT. LTD PLOT NO- INS-02 SECTOR CHI-V, GR.NOIDA , U.P.
10495
2450
6800 11070 18660
2150
S13
S10
C S1
1: 400 ; 500 Date
S1
3710
5115 9350
C6 S6
Job No.
Scale
S2
S2
4800
7
BASEMENT -1 FLOOR PLAN AND AREA DIAGRAM
C8
C1 28290
2450
42000
00
R S RESOURCE MANAGEMENT CONSULTING PVT. LTD. Drawing Title
154540
5550 2450
4150
55315
S14
GD6
2600
7260
S14
6
S2 S1 6690
4500
85024
2
S2
00
11840 850
S16
1950 S14
S14
13275
S14
C5
JUNE 2014
S15
C7
4920
4300 2450
38820
GD1
9815
1
2013/34 Drawing No. SB/AR/UNI/49
Dealt by
Checked by
SHADAB
JAGJIT
Revision No.
3100
PLINE AREA 193.29 sqm
S9
GREATER NO I D A A U T H O R I T Y : PLINE AREA 194.66 sqm PLINE AREA 223.29 sqm
BASEMENT 1 AREA DIAGRAM SCALE - 1:500
Associate Architect
Architect
Chief Architect
s k i l l d e v e l o p me n t c e n t eu s i n gs h i p p i n gc o n t a i n e r s T h e s eCo n t a i n e r sa r ed e s i g n e db e a u t i f u l l ya n dp r o v i d eap r o f e s s i o n a l l o o ka n df e e l . T h e s ec o n t a i n e r sc a nb ec o n v e r t e di n t oc l a s s r o o ms , r e s t r o o ms , c o mp u t e rl a b s , l i b r a r i e s , d o r mi t o r i e s , s i mu l a t i o nl a b s , o f f i c es p a c e s , r e c e p t i o n s . T h ed i f f e r e n t c o n f i g u r a t i o n sc a nb ema p p e d a c c o r d i n gt ot h es k i l l r e q u i r e me n t sa n dn e e d so ft h er e g i o nt oc r e a t eac o mp l e t et r a i n i n gc e n t r e . T h ea d v a n t a g et h a t t h e s eCo n t a i n e r Sc h o o l sp r o v i d ei st h ea b i l i t yt oc o n d u c t t r a i n i n ga t a n yl o c a t i o nwh e r es k i l l i n gi sn e e d e d , a st h es t r u c t u r ec a nb es e t u pa n y wh e r ei na s h o r t t i me , wi t hj u s t t h ea v a i l a b i l i t yo fl a n da n da ne l e c t r i c i t yc o n n e c t i o n . T h ei n i t i a t i v ei sb e i n gp a r t f u n d e db yt h eSk i l l De v e l o p me n t Mi n i s t r yu n d e rt h ea e g i so ft h ePr a d h a nMa n t r i Ka u s h a l Vi k a sY o j a n a .
T3 WINDOW GRILL
PARTITION WALL A.C ELECTRICAL PLATE
WS1
W8 C1
1195
1115
1185
980
AD2
1195
1195
955
OFFICE CONTAINER 20'X10'
WINDOW FRAME
ALUMINUM CASEMENT DOOR WITH GLASS PANEL
W6
WS1
1140
1185
C1
1195
CEILING SOFFIT LVL + 2260
CEILING SOFFIT LVL + 2260
1 TON SPLIT AC UNIT
1950
2260
WS1 LAMINATE WALL PANEL
TYPICAL
150
1 TON SPLIT AC UNIT
NOTES 01. ALL DIMENSIONS ARE IN MM 02. PRODUCT CODES ARE SHOWN AS
1195 TYPICAL INTERNAL WALL PANEL SIZE
WS1
FOR MORE INFORMATION PLEASE REFER TO BILL OF QUANTITY (BOQ) DOCUMENT.
SKIRTING
F3
LVL FINISHED FLOOR LVL + 00
01
INTERNAL ELEVATION O1 1:50
FINISHED FLOOR LVL + 00
02
INTERNAL ELEVATION O2 1:50 ALUMINUM CASEMENT DOOR WITH GLASS PANEL
CEILING
C1
BIOMETRIC READER
AD3
1195
1195
405
C1
775
1195
825
CEILING SOFFIT LVL + 2260
CEILING SOFFIT LVL + 2260
LAMINATE WALL PANEL
1150
TYPICAL
155
ELECTRICAL SWITCH PLATE
LEGEND
WS1
2050
WS1
FINISHED FLOOR LVL + 00
03
FINISHED FLOOR LVL + 00
INTERNAL ELEVATION O3 1:50
04
ELECTRICAL SWITCH PLATE
CEILING
825
INTERNAL ELEVATION O4 1:50
DISTRIBUTION BOARD
AD3
C1
1195
CEILING
C1
405
775
1195
1195
CEILING SOFFIT LVL + 2260
CEILING SOFFIT LVL + 2260
2015.09.04
00
ISSUE DATE
REV.
PROJECT NO
WS1
1600
TYPICAL
1150
ISSUED FOR RFP DESCRIPTION
19/015/PD/02
PROJECT NAME
WS1
NSDC MOBILE TRAINING CENTRES SCALE
ELECTRICAL SWITCH PLATE
1:50 @ A3
DRG. TITLE
FINISHED FLOOR LVL + 00
FINISHED FLOOR LVL + 00
INTERNAL ELEVATION O5 1:50
06
INTERNAL ELEVATION O6 1:50
NORTH
TYPE 3: OFFICE CONTAINER INTERNAL ELEVATIONS DRG. NO.
05
PC
PD/02/201
REVISION
00
T3 PLY BOARD TOP WITH LAMINATE
8 MM TOUGHENED GLASS TOP
FR1
SHELF INSIDE 20 MM BOARD
20 MM BOARD TOP
FR1
FR1
OFFICE CONTAINER 20'X10'
FR1
345 430 750 20
460
750
430
CABINET
NOTES 01. ALL DIMENSIONS ARE IN MM 02. ALL FURNITURE ITEMS ARE MADE OF 19 MM PLYWOOD WITH LAMINATE FINISH
750
DRAWER
200
35
FR1
20 MM MS BOX SECTION
ELEVATION
ELEVATION
ELEVATION
1000
WOODEN POST
8 MM MARINE PLYWOOD BACKING
FRI
FR1
1800
525
600
450
1500
PLAN
970
LEGEND
450 PLAN
01 PLY BOARD TOP WITH LAMINATE
20 MM PARTITION BOARD
FR1
FR1
PLAN
02
OFFICE DESK 1:20
03
ROUND GLASS TOP TABLE 1:20
SHELVES 1:20
3 MM THICK MS CABINET
20
20
710
1100
FR1
2015.09.04
00
ISSUE DATE
REV.
PROJECT NO
20
ELEVATION
ELEVATION
1805
450
ISSUED FOR RFP DESCRIPTION
19/015/PD/02
PROJECT NAME
NSDC MOBILE TRAINING CENTRES
FR1 8 MM MARINE
PLYWOOD BACKING
450
300
SCALE
PLAN
04
OPEN SHELVES 1:20
1:20 @ A3
DRG. TITLE
NORTH
TYPE 1: OFFICE CONTAINER FURNITURE DETAIL PLAN
05
FILE CABINET 1:20
DRG. NO.
PD/02/202
REVISION
00
T3 SINGLE STEEL DOOR SIZE OF OPENING 2050 X 950
CANTILEVERED CANOPY
A1
W6
W7
W8
OFFICE CONTAINER 20'X10'
D3
A1
200 03
M.S CHANNEL
LVL- 450
W13
1 TON AC OUTDOOR UNIT
1 TON SPLIT AC UNIT
1 TON SPLIT AC UNIT
NOTES 01. ALL DIMENSIONS ARE IN MM 02. PRODUCT CODES ARE SHOWN AS
PC
FOR MORE INFORMATION PLEASE REFER TO BILL OF QUANTITY (BOQ) DOCUMENT.
A1
1000
1 TON AC OUTDOOR UNIT
2050
6100
2395
D3
810
TYPICAL WIDTH OF A 20 FT CONTAINER
VINYL FLOORING FINISHED FLOOR LVL + 00
201 06
201 01
201 04
201 05
201 03
201 02
BIOMETRIC READER
200 04
790
3050
PARTITION WALL
450
UF1 TYPICAL LENGTH
PC
WS1
LEVELLED GROUND LVL -450
LVL 0.0
790
02
FRONT ELEVATION 1:50
200 05
770
1220
CANTILEVER CANOPY WIDTH
D3
LEGEND
CL
WS1
CL
AL5 ALUMINUM CASEMENT WINDOWS WITH NYLON MESH INSIDE
CL
W12
AD2
METAL STAIRS TREAD SIZE: 1250 X 300
D3
CL
LVL- 450
ALUMINUM CASEMENT SINGLE STEEL DOOR SIZE OF OPENING DOOR WITH GLASS 2050 X 950 PANNEL SIZE OF OPENING: 2050 X 950
A1 BOX SECTION FOR CANOPY
200 02
FINISHED FLOOR LVL + 00
LEVELLED GROUND LVL -450
01
OFFICE PLAN 1:50
TYPICAL CANTILEVER CANOPY
03
REAR ELEVATION 1:50
W11
155
A1
2015.09.04
00
ISSUE DATE
REV.
PROJECT NO
ISSUED FOR RFP DESCRIPTION
19/015/PD/02
2575
PROJECT NAME
NSDC MOBILE TRAINING CENTRES
METAL STAIRS
W12
SCALE
1:50 @ A3
DRG. TITLE FINISHED FLOOR LVL + 00
FINISHED FLOOR LVL + 00
LEVELLED GROUND LVL -450
LEVELLED GROUND LVL -450
W11
04
SIDE ELEVATION 1:50
05
TYPE 3: OFFICE CONTAINER PLAN AND EXT. ELEV.
DRG. NO.
W11 FABRICATED ISMC 250 BOX SECTION WITH RUBBER STRIP
SIDE ELEVATION 1:50
NORTH
PD/02/200
REVISION
00
HABITAT TECTONICS
SITE PLAN
HT LINE
20 m wide Entry
60.0 M (Green Belt)
Entry/Exit
NH-58
ARCHITECTURE & URBANISM
37.50M (Road Widening
N
HT LINE
20 m wide Entry
TYPICAL FLOOR P L A N 1:400
60.0 M (Green Belt)
Entry/Exit
NH-58
1:400
37.50M (Road Widening
N
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
RWH
DRAIN
DRAIN
DRAIN
DRAIN
RWH
SLOPE 1:225 DRAIN
DRAIN
FIRE TENDER PATH
SLOPE 1:225 SMH
SMH
SMH
FIRE TENDER PATH
SLOPE 1:225 SMH
SMH
SMH
SEWER
SMH
SLOPE 1:225
SLOPE 1:225
SMH
SEWER
SMH
RWH
FIRE TENDER PATH
SLOPE 1:225
SMH
SMH
SEWER
SLOPE 1:225
SMH
SEWER
FIRE TENDER PATH
SMH
FIRE TENDER PATH
SLOPE 1:225
SMH
SEWER
SLOPE 1:225
SMH
SEWER
SMH
SEWER
SEWER
SMH
SLOPE 1:225 DRAIN
WATER SUPPLY PIPE FROM STP PUMP ROOM
SMH
UNDERGROUND STP.
DRAIN
DRAIN
SLOPE 1:225
WATER SUPPLY PIPE FROM PUMP ROOM
SLOPE 1:225
PIPE TO STP SMH
WATER SUPPLY PIPE
SMH
WATER SUPPLY PIPE
WATER SUPPLY PIPE DRAIN
WATER SUPPLY PIPE
WATER SUPPLY PIPE
WATER SUPPLY PIPE
WATER SUPPLY PIPE
WATER SUPPLY PIPE
WATER SUPPLY PIPE
SCHOOL SITE
WATER SUPPLY PIPE
SMH
SEWER
SLOPE 1:225 SLOPE 1:225
SEWER
DRAIN SEWER SMH
FIRE TENDER PATH
DRAIN
SEWER SMH
SEWER
SMH
SMH
SLOPE 1:225
SLOPE 1:225
SMH
FIRE TENDER PATH
SEWER
SEWER SMH
SMH
SLOPE 1:225
SMH
SMH
SLOPE 1:225
FIRE TENDER PATH
SEWER SMH
SMH
SLOPE 1:225
SLOPE 1:225
RWH
SMH
FIRE TENDER PATH
SEWER
SEWER SMH
SMH
SLOPE 1:225
SMH
SMH
FIRE TENDER PATH
SLOPE 1:225
RWH RWH
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
DRAIN
SEWAGE PIPE FLUSHING WATER SUPPLY PIPE
PLUMBING LAYOUT P L A N
DRAIN
DRAIN
WATER SUPPLY PIPE RAIN WATER HARVESTING PIT
1:400
TRENCH
RMU - 1
APFCR PANEL1&2
MAIN LT PANEL
RTCC. PANEL
LOW VOLTAGE HUME PIPE
ELECTRICAL HUME PIPE TEL.
LOW VOLTAGE HUME PIPE
F.P
ELECTRICAL HUME PIPE F.P
TEL.
LOW VOLTAGE HUME PIPE
ELECTRICAL HUME PIPE TEL.
F.P
LOW VOLTAGE HUME PIPE
ELECTRICAL HUME PIPE TEL.
ROLLING SHUTTER ELECTRICAL HUME PIPE TWO POLE STRUCTURE
LOW VOLTAGE HUME PIPE
F.P
F.P
TEL.
TAG.
TAG.
TAG.
TAG.
TAG.
BLOCK
BLOCK
BLOCK
BLOCK
BLOCK
SDB.ELEC. PANEL
ELECTRICAL HUME PIPE
SCHOOL SITE
TEL.
LOW VOLTAGE HUME PIPE
F.P
TEL.
F.P
TEL.
TAG.
TAG.
TAG.
BLOCK
BLOCK
BLOCK
ELECTRICAL HUME PIPE
LOW VOLTAGE HUME PIPE
ELECTRICAL HUME PIPE
F.P
LOW VOLTAGE HUME PIPE
EXTERNAL LIGHTING FP - 1
ELECTRICAL LINES ELECTRICAL HUME PIPE
ELECTRICAL LAYOUT P L A N 1:400
TEL. TAG. BLOCK
F.P
TELEPHONE BOX FEEDER PANEL
RTCC. PANEL
ROLLING SHUTTER
15m
ROAD DRAINAGE GRATE OVER SWALES REF - MP 1307 DETAIL PAVING PLAN
BWD 130320
FOOTPATH CONNECTING GUEST BLOCK OUTSIDE G/L
REF - MP 1307 DETAIL PAVING PLAN
BWD 55000
14
m
G/L
7690
BLOCK 4
PARKING
P26
5690
P17
G/L
G/L
13.56m
RAMP 1:75 slope
13.13m
0 61 43
RAMP 1:75 slope
DISABLED'S PARKING
C/L
01. ALL DIMENSIONS IN MM 02. ALL LEVELS MENTIONED IN DRAWINGS ARE PROPOSED LEVELS. 03. EXISTING LEVEL AS SUBMITTED IN DWG MP / 15 / 1050 TO BE VERIFIED AT THE SITE. 04. SITE AREA PROPOSED IN PHASE I 14998.36 SQ M 05. PERIMETER AS SHOWN IN DRAWING 542664.7 M
D
6000
BW
12.10m
NOTES
G/L
G/L
P29
G/L
27555
13.40m
BLOCK 2
G/L
Main Entrance to Phase 1
G/L
REF - MP 1306 DETAIL PAVING PLAN
G/L
R2
7795
m 13
m 12
ROAD CONNECTING TO EXTERNAL ROAD
P18
GAS STORE FOR CYLINDERS 6M X 4 M
G/L
12000
G/L
TYPICAL ROAD TURNING RADIUS = 4.5 M
LOW HEIGHT STONE TOE WALL
DISABLED'S PARKING
m 11
P21
49060
3790
6000
AGM 01
30975
AGM 02
4060
P9
TYPICAL OUTER ROAD TURNING RADIUS = 4.5 M G/L
PARKING
LEGEND
BED 49120
6000
PARKING
P25
EXISTING CONTOUR SITE BOUNDARY C/L
12.58m
12.15m
Existing Road RAMP 1:75slope
C/L
C/L
ROAD DRAINAGE GRATE OVER SWALES
DISABLED'S PARKING
60 00
2250
C/L
P1
6000
6000
11.12m
34
P42
P43
G/L
13055 P33
P32
PLAY AREA FOR KIDS 6250
G/L
15000
P45
PARKING
P9
DISABLED'S PARKING P30
8610
CENTRE LINE
14
CONTOUR NUMBER
G/L
GRID LINE
BWD
BOUNDARY WALL DIMENSION
R2
ROAD 2
P1
PARKING
P16
80 0
DISABLED'S PARKING
G/L
BLOCK 6
P22
2250
55000
2300
6000
CONTINUOUS SWALE AROUND THE BOUNDARY WALL EDGE
30000
RAMP 1:50 slope
m 10
BLOCK 1
48975
77900
Play field
31935
RAMP 1:50 slope
BWD 75705
BLOCK 3 14300
RAMP 1:50 slope
P19
Entrance to Phase 1
C/L
BLOCK 5
G/L
REF - MP 1306 DETAIL PAVING PLAN
G/L
REF - MP 1308 DETAIL PAVING PLAN
21750 G/L
BH 01
G/L
BH 02
D BW
SITE BOUNDRY
497 80 2015.05.05
00
ISSUE DATE
REV.
PROJECT NO
ISSUED FOR TENDER INFORMATION DESCRIPTION
14/015/MP/03
PROJECT NAME
ACL LUMSHNONG TOWNSHIP, MEGHALAYA SCALE
1: 300 @ A1 SHEET
DRG. TITLE
NORTH
PHASE 1 - SITE ROOF LAYOUT PLAN
DRG. NO.
01
PHASE 1 SITE ROOF LAYOUT PLAN 1:300
MP/15/1300
REVISION
00
4
3
6
2
m 14
m 12
m 15
Main Entrance to Phase 1
m 13
Pedestrian Entry for Guest Block
ROAD DRAINAGE GRATE OVER SWALES
VEHICLE PARKING FOR DELIVERY VAN
BLOCK 2
Pharmacy P29
12.25m
1
12.65m
12.80m
12.95m
13.10m
12.25m
12.46m
12.58m
12.80m
12.31m
12.43m
12.65m
12.10m
C/L
PARKING
P26
12.96m 12.91m
13.13m
RAMP 1:75 slope
Waiting Cabin 1 Area Pathology Cabin 2
Toilet Toilet
Co - operative 13.55m
Toilet Computer room
BLOCK 4 O.T.
Shop
13.55m
ATM
Shop
13.40m
Washing Laundry area
Bank
ROAD DRAINAGE GRATE OVER SWALES
General Ward
13.70m
13.85m
14.00m
13.50m
13.60m
13.71m
13.35m
13.45m
NOTES 01. ALL DIMENSIONS IN MM P17
RAMP 1:75 slope
02. ALL LEVELS MENTIONED IN DRAWINGS ARE PROPOSED LEVELS.
DISABLED'S PARKING
13.56m
P18 13.62m
12.94m
13.00m
13.09m
12.09m
12.50m
11.94m
Cafe area
13.55m
AGM 01
OPEN HALL FOR LARGE GATHERING
11.59m
11.95m
Play field
P9
12.40m
12.50m
12.35m
12.40m P25
11.26m
11.65m
C/L
12.73m
13.10m
C/L
12.58m
12.15m
Existing Road RAMP 1:75slope
EXISTING CONTOUR SITE BOUNDARY
12.88m
12.88m
11.41m
11.80m
m 10
11.12m
LEGEND
P1
PARKING
PARKING
RETENTION TANK
11.26m
05. PERIMETER AS SHOWN IN DRAWING 542664.7 M
AGM 02
P22
38.02 x 50.00
11.44m
04. SITE AREA PROPOSED IN PHASE I 14998.36 SQ M
GAS STORE
RAMP 1:50 slope
11.77m
BLOCK 3
11.62m
Toilet
5
DISABLED'S PARKING 13.00m P21
TV Room 1
TV Room 2
P19
RAMP 1:50 slope
Kitchen 12.10m
BLOCK 1
RAMP 1:50slope
11.99m
12.25m
m
11
7
Dining space
11.84m
03. EXISTING LEVEL AS SUBMITTED IN DWG MP / 15 / 1050 TO BE VERIFIED AT THE SITE.
C/L
C/L
P16
CENTRE LINE
14
CONTOUR NUMBER
P1
PARKING NUMBER
C/L
12.30m
Sports Room
11.06m DISABLED'S P45 PARKING P43
LVL. T.B.C
LVL. T.B.C
PARKING P42
P32
P33
DISABLED'S PARKING P30
11.93m
Class room
Play area
P9
C/L 12.99m
11.53m 11.40m
11.80m
Class room
Class room
Play area 12.45m
BLOCK 5
RETENTION TANK
BH 01
Class room
C/L
Toile t 4.50 x 4.750
BH 02
2015.O5.05
00
ISSUE DATE
REV.
PROJECT NO
ISSUED FOR TENDER INFORMATION DESCRIPTION
14/015/MP/03
PROJECT NAME
ACL LUMSHNONG TOWNSHIP, MEGHALAYA SCALE
1: 300 @ A1 SHEET
DRG. TITLE
NORTH
PHASE 1 - DETAIL LAYOUT PLAN
DRG. NO.
01
PHASE 1 DETAIL LAYOUT PLAN 1:300
MP/15/1301
REVISION
00
Pedestrian Entry for Guest Block
CR ROAD DRAINAGE GRATE OVER SWALES
SITE BOUNDARY IN STONE MASONRY
ATM
CP2
Laundry
Shop
Shop
Toilet
Computer room
BLOCK 2
SL Co - operative
Pharmacy Pathology
CP2
ISC
BLOCK 4
CP2
CS1
Waiting Area
Cabin 1 Cabin 2
Toilet Toilet
SL
Washing area
O.T.
Bank
ROAD DRAINAGE GRATE OVER SWALES
VEHICLE PARKING FOR DELIVERY VAN
General Ward
CS1
G G CS2
CS3
CP3
CP1
CR
CP4
CP1
CS1 CD
CS2
SITE BOUNDARY IN STONE MASONRY
ISC
01. ALL DIMENSIONS IN MM 02. ALL LEVELS MENTIONED IN DRAWINGS ARE PROPOSED LEVELS.
SL
CP2 Cafe area
NOTES
SL
CR
TOE WALL IN STONE
SL CS2
ISC
03. EXISTING LEVEL AS SUBMITTED IN DWG MP / 15 / 1050 TO BE VERIFIED AT THE SITE.
SL GAS STORE
Dining space
04. SITE AREA PROPOSED IN PHASE I 14998.36 SQ M
CS1 CP1
CP2
CP1
AGM 01
Kitchen
SL TV Room 1
Play field
CS1
BLOCK 3
CP1
CP1
AGM 02
05. PERIMETER AS SHOWN IN DRAWING 542664.7 M
SL
CD
06. FOR BUILDING DETAIL REFER TO DRG. MP_15_0100-105
G
LEGEND
Toilet
CS2
ISC PARKING
TV Room 2
BLOCK 1
CP3
CP2
SL
SL
SL
IT
SL CP4 CP4
CP1
CR
CS2
SM
CP4
CP1
CR
CS2
ISC
CP
Sports Room
1
CP2
ISC
CP2
ISC
CP2
SL
SL
ISC
SL
CP2
Class room
Class room
BLOCK 5 Play area
CR
GB
Class room
CS2
SL
Class room
TOE WALL IN STONE
G Toile t
G
SITE BOUNDARY IN STONE MASONRY ROAD DRAINAGE GRATE OVER SWALES
IT
BH 01
BH 02
SL
CP1
CONCRETE PAVERS TYPE 1
CP2
CONCRETE PAVERS TYPE 2
CP3
CONCRETE DRAIN PAVERS
CP4
WEDGED SHAPED PAVERS
CS1
CURB STONE TYPE 1
CS2
DROP CURB TYPE 1
CS3
DROP CURB TYPE 2
CR
CEMENT CONCRETE ROAD
SM
CARK PARK SURFACE MARKING
GB
GRAVEL BED
G
GABION BENCH WITH PRE CAST CONC. TOP
IT
INFILTRATION TANK
SL
SOFT LANDSCAPE
ISC
IN SITU CONCRETE PAVEMENT
CD
DRAINAGE CHANNEL CURB
2015.05.05
00
ISSUE DATE
REV.
PROJECT NO
ISSUED FOR TENDER INFORMATION DESCRIPTION
14/015/MP/03
PROJECT NAME
ACL LUMSHNONG TOWNSHIP, MEGHALAYA SCALE
1: 250 @ A1 SHEET
DRG. TITLE
NORTH
PHASE 1 - LANDSCAPE PLAN SITE BOUNDARY IN STONE MASONRY
DRG. NO.
01
PHASE 1 LANDSCAPE PLAN 1:250
MP/15/1302
REVISION
00
Pedestrian Entry gate for Guest Block
STONE WALL AS SITE BOUNDARY
MAIN ENTRANCE GATE
EXTENT OF CUTTING
12.43m 12.64m
12.10m 12.04m
13.56m 14.12m
13.35m 14.01m
13.13m 13.80m
BLOCK 4
BLOCK 2
NOTES
SECTION 11' 1:200
03
01. ALL DIMENSIONS IN MM 02. ALL LEVELS MENTIONED IN DRAWINGS ARE PROPOSED LEVELS. 03. EXISTING LEVEL AS SUBMITTED IN DWG MP / 15 / 1050 TO BE VERIFIED AT THE SITE. 04. EXISTING AND PROPOSED LEVELS ARE MARKED AS:PROPOSED LVL. EXISTING LVL.
EXTENT OF CUTTING
13.55m 12.10m
LEGEND 12.57m 13.49m
11.54m 11.36m
BLOCK 1
13.10m 13.68m
PLAYING FIELD
AGM BLOCK 01
BLOCK 3
SECTION 77' 1:200
02
Pedestrian Entry for Guest Block
Main Entrance to Phase 1 BLOCK 4
BLOCK 2
P29
12.65m 12.25m
1
P26
Pathology
Waiting Area
General Ward
12.80m
12.95m
13.10m
14.00m
12.46m
12.58m
12.80m
13.71m
12.31m
12.43m
12.65m
13.56m
13.13m
RAMP 1:75 slope
1'
RAMP 1:75 slope
12.10m
13.47m
P21
2015.05.12
00
ISSUE DATE
REV.
PROJECT NO
ISSUED FOR TENDER INFORMATION DESCRIPTION
14/015/MP/03
PROJECT NAME
ACL LUMSHNONG TOWNSHIP, MEGHALAYA SCALE
13.55m
1 : 200 @ A1 SHEET
DRG. TITLE
AGM 01 12.57m
11.54m
DISABLED'S PARKING
Play field
OPEN HALL FOR LARGE GATHERING
TV Room 1
P19
RAMP 1:50 slope
RAMP 1:50 slope
Kitchen
BLOCK 3
RAMP 1:50 slope
Dining space
13.70m
12.50m
12.94m
13.00m
13.09m
Cafe area
13.62m
12.25m
12.25m
PARKING
Pharmacy
Toilet
Co - operative
Toilet
Computer room
Cabin 1 Cabin 2
O.T.
Shop
13.55m
Shop
13.40m
ATM
Laundry
13.55m
Washing area
Toilet
Bank
BLOCK 1
CUTTING OR FILLING
NORTH
PHASE 1 - SITE SECTIONS SHEET O1 13.10m 7'
7 Toilet
01
DRG. NO.
SITE LAYOUT PLAN PART 1 1:200
MP/15/1350
REVISION
00
KIDS PLAY AREA EXTENT OF CUTTING
SITE BOUNDARY
14.00 m
03
12.58 m 13.21 m
11.53 m 12.10 m
NOTES
13.56 m 14.12 m
AGM BLOCK 01
SECTION 44'
BLOCK 4
1:200
KIDS PLAY AREA
01. ALL DIMENSIONS IN MM 02. ALL LEVELS MENTIONED IN DRAWINGS ARE PROPOSED LEVELS. 03. EXISTING LEVEL AS SUBMITTED IN DWG MP / 15 / 1050 TO BE VERIFIED AT THE SITE.
EXTENT OF CUTTING
04. EXISTING AND PROPOSED LEVELS ARE MARKED AS:-
SITE BOUNDARY
DECK
SWALE
PROPOSED LVL. EXISTING LVL.
13.55 m 12.60 m
12.30 m 12.15 m 12.06 m
BLOCK 5
13.13 m 13.80 m
BLOCK 3
BLOCK 2
13.40 m 14.08 m
SECTION 33' 1:200
02
BLOCK 3
Class room
LEGEND CUTTING OR FILLING
PARKING
13.55m P26
Class room
12.30m
BLOCK 5 3
13.09m
13.55m
DECK
12.30m
13.13m
12.15m
3' 13.40m
Main Entrance to Phase 1
Play area
12.60m Toilet Class room
13.55m
13.00m
12.30m
Class room
P25
PARKING
P22
P21
PARKING
P19
Pharmacy
O.T.
Pathology
BLOCK 4
AGM 01
Waiting Area
2015.05.12
00
ISSUE DATE
REV.
PROJECT NO
11.53m 11.93m
ISSUED FOR TENDER INFORMATION DESCRIPTION
14/015/MP/03
PROJECT NAME KIDS PLAY AREA
Cabin 1
13.70m
12.88m 12.73m 4
12.58m
Cabin 2
ACL LUMSHNONG TOWNSHIP, MEGHALAYA
Toilet
SCALE
13.56m
4'
DRG. TITLE
NORTH
PHASE 1 - SITE SECTION SHEET O4
General Ward
13.60m
12.88m
P18 PARKING P17
DRG. NO.
AGM 02
01
1:200 @ A1 SHEET
SITE LAYOUT PLAN PART 4 1:200
MP/15/1353
REVISION
00
BLOCK 2 SW
SW STEPS IN STONE
SW 5
400
500
1
SW
NOTES
400
100
150
400
1500
300
MS
1500
G
01. ALL DIMENSIONS IN MM TOE WALL IN STONE PLINTH IN STONE (RANDOM RUBBLE MASONRY )
G
03
SECTION AA'
SECTIONBB'
04
1:75
42 5
1:75
02. ALL LEVELS MENTIONED IN DRAWINGS ARE PROPOSED LEVELS. 03. EXISTING LEVEL AS SUBMITTED IN DWG MP / 15 / 1050 TO BE VERIFIED AT THE SITE. 04. GB- GABION BENCHES WITH PRECAST CONCRETE TOP 10 80 0
SL AREA = 10.4 SQM 300 MM TOE WALL ROAD DRAINAGE GRATE OVER SWALES
TOE WALL
LEGEND
SL
2000
CP1 CP2
SWALE
12.73 m
11.93 m
CP3 ENTRY FROM GUEST BLOCK
11.53 m
SR GB
CP1
SW
SR CS1 CS4 D
SL
25305
12.25m
CP2
G
AREA = 72.3 SQM
G
AREA = 102.6 SQM
GB MS SW
SR 12.65m
12.10m
PRECAST CONC. PAVER AS /DETAIL ROUGH STONE FINISH PRECAST CONC. CURB STONE PRECAST CONC. CURB STONE (4) PRE CAST CONCRETE DRAIN GABIAN BENCHES WITH PRECAST CONC. TOP GRAVEL BED M.S GATE STONE WALL
2000
CP1
G
450
300
900
12.25m 550
2000
1375
CONCRETE PAVERS (TYPE 2)
CP3 18960
SL
SOFT LANDSCAPE CONCRETE PAVERS (TYPE 1)
D
2155
2015.05.06
00
ISSUE DATE
REV.
PROJECT NO
ISSUED FOR TENDER INFORMATION DESCRIPTION
14/015/MP/03
8590
PROJECT NAME
A 12.10m
2000
ACL LUMSHNONG TOWNSHIP, MEGHALAYA
12.10m
TYP
A'
SCALE DRG. TITLE
6825
CS1
CR 2000
B'
CS4
DRG. NO.
1 2 34 5
DETAIL PAVING PLAN FOR AREA B/W BLOCK A & B 1:75
NORTH
PHASE 1 - LANDSCAPE DETAIL
STEPS IN STONE B
02
200
01
DETAIL PAVING PLAN OF KIDS PLAY AREA. 1:75
MP/15/1306
REVISION
01
STONE WALL FOR INFILTRATION TRENCH
TYPICALLY PARKING BAYS FLOOR LEVEL 50MM ABOVE ADJACENT ROAD LVL
SL
ISC
CP2
CD
CP1
CR
CR
CP1
SL
CP2
CP2
G
11.12m
11.26m
CR
450
12.91m
PARKING BAYS
150
12.96m
150
SW
IT
SW
ROAD DRAINAGE GRATE OVER SWALES
PERMEABLE FILTER FABRIC
SWALE
1500
700
13.40m
WASHED STONE OR GRAVEL
NOTES PERMEABLE FILTER FABRIC OR SAND FILTER
CONCRETE DRAIN CHANNEL
DETAIL 03 - SECTION A 1:75
06
01. ALL DIMENSIONS IN MM
DETAIL 04 - SECTION B 1:75
05
02. ALL LEVELS MENTIONED IN DRAWINGS ARE PROPOSED LEVELS.
DETAIL 05 - SECTION C 1:75
04
03. EXISTING LEVEL AS SUBMITTED IN DWG MP / 15 / 1050 TO BE VERIFIED AT THE SITE.
LEGEND
SL CP1 CP2 CP4 CP4
SR CS1
SW CS1
CD
CD
CS1
P43
5M
2215
ISC
P26 CR
SL
PARKING BAY - 9M
PARKING BAYS - 10 M
A
IT
2000 TYP.
12.91m
CS2 ISC CD
8010
SW
DISABLE PARKING
CP1
SM
CS2
12.96m
12.96m
CP2
G
SWALE
1700
CP4 13.55m
12.91m
ISC
SL
P45
CP1
1500
20905
5M
G
GABIAN BENCHES WITH PRECAST CONC. TOP INFILTRATION TRENCH M.S GATE STONE WALL CAR PARK SURFACE MARKING CEMENT CONCRETE ROAD
13.40m ROAD DRAINAGE GRATE OVER SWALES
AREA 125 SQM
11.26m
SL
2155
10 M
TYP.
2025
11.26m
IT
13.55m
CP1
2000
B 11.12m
CS1
CP2
CP1
TYP.
7750
2000
2015.05.12
00
ISSUE DATE
REV.
PROJECT NO
TYP.
CP4
SLOPE
DRAINAGE CHANNEL CURB
C
CS1
ISSUED FOR TENDER INFORMATION DESCRIPTION
14/015/MP/03
PROJECT NAME
ACL LUMSHNONG TOWNSHIP, MEGHALAYA
CS2 SWALE
8M
SCALE
SL
1 : 75 @ A1 SHEET
DRG. TITLE
CP2
5765
PRECAST CONC. CURB STONE PRECAST CONC. CURB STONE TYP2 IN SITU CONCRETE PAVEMENT
CR
6000
G
2240
ROUGH STONE FINISH
SL
P29
UNLOADING BAY FOR CO-OPERATIVE STORE
WEDGED SHAPED PAVERS
MS
CR
CP2
CONCRETE PAVERS (TYPE 2)
CD
CS2
13.10m
IT MS SW SM CR
SL
SOFT LANDSCAPE CONCRETE PAVERS (TYPE 1)
PHASE 1 - LANDSCAPE DETAIL
CP3
DRG. NO.
03
NORTH
DETAIL 03 1:75
02
DETAIL 04 1:75
01
DETAIL 05 1:75
MP/15/1307
REVISION
00
CD
CURB IN ELEVATION PRE CAST DRAINAGE CHANNEL CURB
60 MM PAVERS
CEMENT CONCRETE ROAD
CEMENT CONCRETE ROAD
400 300
HARDCORE
HARDCORE
250 MM HARDCORE
NOTES
PRECAST CONC. DRAIN CHANNEL WITH CLEAR WIDTH OF 300 MM
06
01. ALL DIMENSIONS IN MM BRICK WALL TO SUPPORT P.C.C
150 MMMORTAR BED
05
DETAIL A (TYPICAL DETAIL)
DETAIL B (TYPICAL DRAIN CURB)
6000
1:20
450
DETAIL C LEGEND
SLOPE
SLOPE
200 2000
400
2000
400
03
300
TYPICAL ROAD SECTION AA' 1:75
03. EXISTING LEVEL AS SUBMITTED IN DWG MP / 15 / 1050 TO BE VERIFIED AT THE SITE.
PARKING
450
200 200
2000
DRAIN C (TYPICAL DETAIL AT PARKING)
DETAIL B
TOE WALL IN STONE MASONRY
TOE WALL IN STONE MASONRY
250
200
150
BUILDING F.F.L
300
DETAIL A
07
1:20
1:20
02. ALL LEVELS MENTIONED IN DRAWINGS ARE PROPOSED LEVELS.
50
RAMMED EARTH
HARDCORE
150
200
150 MM P.C.C
350
SLOPE
50
40 MM MORTAR
250
CEMENT CONCRETE ROAD
CS2
CS1 PRE CAST DRAINAGE CHANNEL CURB
NOTE:SPECIFICATION FOR PRE FAB. CHANNEL AND CURB DRAIN TO ALLOW FOR VEHICLE TRAFFIC LOAD INFRONT OF PARKING AREA.
6000 400
2000 400
TYPICAL ROAD SECTION BB'
04
1:75
CP1
CONCRETE PAVERS (TYPE 1)
CP3 SR CD CS1
CONCRETE DRAIN PAVERS ROUGH STONE FINISH DRAINAGE CHANNEL CURB PRECAST CONC. CURB STONE
SL ISC
SOFT LANDSCAPE IN SITU CONCRETE PAVEMENT
CR
CEMENT CONCRETE ROAD CAR PARK SURFACE MARKING CURB STONE (TYPE 1) CURB STONE (TYPE 2)
SM CS1 CS2
CP3
SM
SR
SAUCER DRAIN TILES WITH HOLES ON IT IS PLACED AFTER EVERY 10TH NORMAL SAUCER CURB WHEREVER CHANNEL IS RUNNING UNDERNEATH
SAUCER DRAIN TILES
PARKING
CP1
CR
CP1
SL SL
11.77m
11.62m
A
CP1
CR
CP1
ISC
2015.05.06
00
ISSUE DATE
REV.
PROJECT NO
11.77m A'
B
DESCRIPTION
14/015/MP/03
PROJECT NAME
B'
ACL LUMSHNONG TOWNSHIP, MEGHALAYA SCALE
CS1
1:75, 1:20 @ A1 SHEET
DRG. TITLE
CS1 11.65 m
ISSUED FOR TENDER INFORMATION
11.50 m
11.55 m
PHASE 1 - ROAD AND DRAIN DETAIL 11.55 m
DRG. NO.
02
DETAIL PAVING PLAN 1:75
01
NORTH
DETAIL PAVING PLAN 1:75
MP/15/1309
REVISION
00