LEGENDS
4 - LAST RITUALS(GANGAJAL)
6 +0.6 +0.9 +1.2 +1.2 6 +0.6 +0.9 +1.2 +1.5 +1.5 +1.5 +1.2 +0.9 +0.6 2 +0.30 1 3 4 5 7 8 9 10 11 12 13 A A' B B' +0.30 +0.30 +0.15 +0.30 +0.30 +0.15 +0.0 +0.0 +0.15 +0.30 +0.15 +0.75 +0.30 +0.15 C C' D' D E E' F F' 10 Detail-A Detail-B Detail-C Detail-D Detail-E 4.00 3.00 5.34 3.00 0.89 0.89 0.89 3.00 4.46 3.23 4.55 5.64 5.00 6.32 1.76 3.62 1.76 0.24 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.22 0.17 0.16 0.22 0.24 0.89 0.89 0.89 3.00 8.77 3.00 0.60 1.10 1.00 0.20 3.00 3.35 3.00 3.40 3.00 7.94 0.36 0.73 2.93 12.83 4.60 1.50 1.72 9.52 9.23 7.71 4.00 0.23 1.20 2.57 3.00 2.00 1.50 0.70 0.60 0.70 2.00 6.47 3.37 0.90 0.23 4.50 3.00 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.34 1 2 3 4 5 6 7 3.00 3.35 3.00 3.40 3.00 7.94 0.36 2.77 2.77 2.77 2.77 2.77 3.00 3.55 3.00 6.55 9.00 2.78 4.73 1.50 2.12 1.20 0.90 1.87 0.23 3.00 4.95 8.00 18.23 2.70 1.00 3.16 1.54 0.12 1.35 0.12 5.24 3.00 16.00 1.30 1.50 7.10 1.64 1.42 5.39 4.86 1.50 1.40 8.00 0.90 1.56 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 7.76 4.08 4.21 4.07 4.36 4.08 4.21 4.07 4.36 7.76 1.62 1.62 6.55 3.00 11.50 13.94 Detail-F D1 D1 D1 D1 D1 D1 D1 D1 U.G.W.T W1 W1 W2 V1 V1 V1 V1 V2 51.49 19.01 7.48 8.31 7.18 5.04 14.34 10.20 PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT GANDHINAGAR MUNICIPAL CORPORATION CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE DEVELOPMENT OF CREMATORIUM AT VAVOL NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE
4.
5.
ALL
SITE PLAN RIYA TILVA NAMRATA
OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES.
REFER THE LATEST REVISED DRAWING.
BRICK IS USED IN
MASONARY
1 - ENTRY
2 - SECURITY CABIN/OFFICE
3 - HER'S CAR PARKING
5 - CARETACKER'S ROOM 6 - SCULPTURE
12
7 - GENRAL LANDSCAPE 8 - WAITING AREA 9 - DRINKING AREA 10 -TOILET 11 - CREMATORIUM
- WOOD STORE 13 - SHOWER AREA
0.1
0.1
SECTION 4Y/21 1.2 DATE: 14 - 06 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
0.2 X 0.2 BOX SECTION
X
BOX
lvl0.0 lvl + 0.15 lvl + 0.45 lvl + 0.75 lvl + 1.2 lvl + 1.5 lvl + 3.45 lvl + 4.75 Pavers Granite Earth Filling Good Soil Box Section 0.2 x 0.2 P.C.C Brick Wall SECTION BB' lvl + 0.15 lvl + 0.30 lvl + 3.45 lvl + 0.0 SECTION CC' lvl + 2.4 lvl + 3.0 lvl + 0.15 lvl + 0.30 lvl + 3.45 lvl + 0.0 lvl + 3.0 lvl + 2.4 lvl + 0.15 lvl + 0.30 lvl + 3.45 lvl + 0.0 lvl + 3.0 lvl + 2.4 lvl + 0.15 lvl + 0.30 lvl + 3.45 lvl + 0.0 lvl + 3.0 lvl + 2.4 SECTION
SECTION
SECTION FF' lvl0.0 lvl + 0.15 lvl + 0.30 lvl + 0.75 lvl + 3.45 lvl + 4.75 lvl + 6.25 SECTION AA' R.C.C Brick Masonry Earth Filling Good soil for lawn or plants PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT GANDHINAGAR MUNICIPAL CORPORATION CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE DEVELOPMENT OF CREMATORIUM AT VAVOL NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY SITE SECTIONS RIYA TILVA NAMRATA LEGENDS 4Y/21 1.3 DATE: 14 - 06 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
DD'
EE'
LEGENDS
4 - LAST RITUALS(GANGAJAL)
6 +0.6 +0.9 +1.2 +1.2 6 +0.6 +0.9 +1.2 +1.5 +1.5 +1.5 +1.2 +0.9 +0.6 2 +0.30 1 3 4 5 7 8 9 10 11 12 13 +0.30 +0.30 +0.15 +0.30 +0.30 +0.15 +0.0 +0.0 +0.15 +0.30 +0.15 +0.75 +0.30 +0.15 10 X0 ±00M Y0 ±00M X01 +05M X02 +10M X03 +15M X04 +20M X05 +25M X06 +30M X07 +35M X08 +40M X09 +45M X10 +50M X11 +55M Y01 +05M Y02 +10M Y03 +15M Y4 +20M Y5 +25M Y6 +30M (+4.46,0.0) (+4.46,+3.46) ±0.0,+3.46) (+7.46,+0.23) (+7.46,+4.78) (+13.10,+4.78) (+13.10,+0.23) (+1.50,+8.06) (+0.0,+8.06) (+0.58,+9.78) (+0.58,+12.71) (+10.10,+9.78) (+13.10,+12.78) (+13.10,+16.31) (+13.10,+20.81) (+11.10,+20.81) (+09.10,+19.31) (+11.10,+19.31) (+09.10,+16.31) (+06.49,+24.08) (+16.12,+21.27) (+16.12,+0.23) (+16.12,+6.55) (+16.12,+9.75) (+30.04,+0.23) (+30.04,+6.55) (+30.04,+9.75) (+30.04,+21.27) (+33.03,+0.23) (+33.03,+6.78) (+33.03,+9.78) (+33.03,+14.73) (+33.03,+22.73) (+51.49,+0.0) (+51.49,+6.78) (+51.49,+9.78) (+51.49,+17.78) (+48.26,+9.78) (+48.26,+17.78) 0.10 U.G.W.T 33.04 (+30.06,+17.27) (+33.03,+17.27) 21.27 (+33.03,+21.27) PROJECT:-
DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE
N.T.S
REVISED BY CLIENT GANDHINAGAR MUNICIPAL CORPORATION CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE DEVELOPMENT OF CREMATORIUM AT VAVOL NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY
4.
LATEST
5.
LINEOUT PLAN RIYA TILVA NAMRATA
REVISION DATE:----
: -
NORTH :
SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES.
REFER THE
REVISED DRAWING.
BRICK IS USED IN ALL MASONARY
1 - ENTRY 2 - SECURITY CABIN/OFFICE
3 - HER'S CAR PARKING
8
10
11
12
STORE 13 - SHOWER AREA
5 - CARETACKER'S ROOM 6 - SCULPTURE 7 - GENRAL LANDSCAPE
- WAITING AREA 9 - DRINKING AREA
-TOILET
- CREMATORIUM
- WOOD
0.2
0.2 BOX SECTION 0.1 X 0.1 BOX SECTION 4Y/21 1.4 DATE: 14 - 06 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
X
SECTION BB'
6 +0.6 +0.9 +1.2 +1.2 6 +0.6 +0.9 +1.2 +1.5 +1.5 +1.5 +1.2 +0.9 +0.6 0.89 0.89 0.89 1.76 3.62 1.76 0.24 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.22 0.17 0.16 0.22 0.24 0.89 0.89 0.89 3.35 3.00 3.40 3.00 7.94 0.36 7.71 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.34 1 2 3 4 5 6 7 3.35 3.00 3.40 3.00 7.94 0.36 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 13.94 lvl0.0 lvl + 0.15 lvl + 0.45 lvl + 0.75 lvl + 1.2 lvl + 1.5 lvl + 3.45 lvl + 4.75 Pavers Granite Earth Filling Good Soil Box Section 0.2 x 0.2 P.C.C Brick Wall
11.30 6.55 PLAN PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH REVISED BY CLIENT - GANDHINAGAR MUNICIPAL CORPORATION CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE DEVELOPMENT OF CREMATORIUM AT VAVOL NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY INFORMAL SEATING AREA DETAIL RIYA TILVA NAMRATA 4Y/21 1.5 DATE: 18 - 06 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. KEYPLAN 10 12 13 10 -
NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED
4.08 4.21 4.08 4.36 4.08 4.21 4.08 1.73 5.00 5.09 5.00 3.55 3.55 3.55 3.55 5.00 5.09 5.00 7 11 +0.0 +0.15 +0.75 Detail-A Detail-D Detail-E 4.95 8.00 2.70 1.00 3.16 1.54 0.12 1.35 0.12 5.24 16.00 7.10 1.64 1.42 5.39 4.86 1.50 1.40 0.90 1.56 7.76 4.08 4.21 4.07 4.36 4.08 4.21 4.07 4.36 7.76 1.62 1.62 G G' 4.21 4.21 4.36 4.36 5.15 5.15 4.99 4.99 1.06 1.06 lvl0.0 lvl + 0.15 lvl + 0.30 lvl + 0.75 lvl + 3.45 lvl + 4.75 lvl + 6.25 SECTION GG' PLAN REFLECTED CEILING PLAN TERRACE PLAN COLUMN DETAIL COLUMN DETAIL 100mm x 100mm ms box section 50mm x 50mm ms box section A ELEVATION - A 1.50 1.30 2.70 0.45 0.15 6.25 0.75 0.75 PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE N.T.S NORTH REVISED BY CLIENT - GANDHINAGAR MUNICIPAL CORPORATION CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/
STRUCTURE CONSULTANT SIGNATURE DEVELOPMENT OF CREMATORIUM AT VAVOL
ENGINEER
2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY CREMATORIUM PYRE DETAIL RIYA TILVA NAMRATA 4Y/21 1.6 DATE: 18 - 06 - 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. KEYPLAN 10 11 12 13 10
CREMATORIUM
TOILET/WAITING AREA
TOILET CONSIDER DEDO TILE UPTO 2.1M HEIGHT)
CARETACKER' ROOM
SECURITY CABIN
8 +0.15 1 2 3 4 5 4 1 2 2 3 4 5 1 4 2 3 4 1 2 3 4 5 6 7 1 2 1 2 1 2 4 2 3 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 2 3 4 10 11 PAVED 1 2 3 1 3 2 3 UP DN UP DN 4 3 2 1 2 3 4 5 1 2 3 4 2 3 4 5 1 2 3 4 2 3 4 3 2 1 2 3 5 5 1 2 3 2 3 4 5 1 2 3 4 5 2 3 4 1 2 3 4 5 2 3 4 1 2 2 3 4 5 2 3 4 5 6 7 8 9 1 2 2 3 4 5 2 3 4 5 6 7 8 9 4 3 2 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 2 3 4 5 6 7 8 9 10 11 12 13 12 11 10 9 8 7 6 5 4 3 2 1 13 2 3 4 5 6 7 UP (IN
5MM GROOV FILLED WITH EPOXY KOTA STONE (0.6MX0.6M) VITRIFIED TILE (0.6M X 0.6M) VITRIFIED TILE MATT (0.6M X 0.6M) VITRIFIED TILE (0.6M X 0.6M) VITRIFIED TILE (0.6M X 0.6M) 1 2 3 4 5 2 4 3 6 7 1 2 4 3 5 6 2 4 2 1 2 3 KOTA STONE (0.2X0.6M) LAWN R.C.C Brick Masonry Earth Filling Good soil for lawn or plants PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT - GANDHINAGAR MUNICIPAL CORPORATION CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE DEVELOPMENT OF CREMATORIUM AT VAVOL NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY FLOORING DETAIL RIYA TILVA NAMRATA LEGENDS 4Y/21 1.7 DATE: 22 - 06 - 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
WASTE WATER SOLID WASTE CLEAN WATER 8 9 10 13 +0.30 +0.15 +0.30 +0.30 +0.15 GT GT IC 13 +0.15 DROP DW 40Ø SWP 110Ø WWP 110Ø WWP 110Ø SWP 110Ø GROUND FLOOR TERRACE Over Head Water Tank PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT - GANDHINAGAR MUNICIPAL CORPORATION CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE DEVELOPMENT OF CREMATORIUM AT VAVOL NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY PLUBING DETAIL RIYA TILVA NAMRATA 4Y/21 1.8 DATE: 22 - 06 - 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. KEYPLAN 6 10 11 13 F' 10Det
SIZE :1.04 X 2.10
FRAME SIZE TYPE OF FRAME
W1
63.50 X 38.10 X 1.95MM
ALLUMINIUM SECTION FRAME SILL LVL. +0.90
LINTEL LVL. +2.10
DETAIL-B
SIZE :1.20 X 1.20
FRAME SIZE
TYPE OF FRAME
W2
63.50 X 38.10 X 1.95MM
ALLUMINIUM SECTION FRAME
SILL LVL. +0.90
LINTEL LVL. +2.10
(BOTTOM OF LINTEL)
(BOTTOM OF LINTEL)
(BOTTOM OF LINTEL)
(MASONRY OPENING)
DETAIL-A
ELEVATION W1 - 1.04 X 1.2 M
ALUMINIUM SLIDING WINDOW 2 TRACKS
(MASONRY OPENING)
POLISHED GREEN MARBLE
2 TRACK TOP, BOTTOM & SIDE 62X32X1.47
OUTSIDE INSIDE
M.S.GRILL SHUTTER INTERLOCK 40X18X1
PLAN W1 - 1.04 X1.2 M
0.270
MORTAR
(MASONRY OPENING)
PLASTER
ALUMINIUM WINDOW OUT SIDE IN SIDE
TYPICAL SILL DETAIL
ELEVATION W2 - 1.2 X 1.2 M
ALUMINIUM SLIDING WINDOW 2 TRACKS
5 MM THICK TRANSPARENT BRONZE COLOUR TINTED FLOAT GLASS
ALLU,FRAME SIZE
63.50 X 38.10 X 1.95MM
POLISHED GREEN MARBLE PLASTER LINE
POLISHED GREEN MARBL
IN OUT
DETAIL-A
FRAME FIXED WITH SCREW
BRICK WALL
5MM thk.FROSTED GLASS FOR VENI. ALUMINIUM MAIN OUTER FRAME
18MM th.ALL SIDE UP & DN GRANITE FRAME (COLOR AS PER SELECTION) 10X5MM.GROOVE IN PLASTER
2 TRACK TOP, BOTTOM & SIDE 62X32X1.47
M.S.GRILL SHUTTER INTERLOCK 40X18X1
PLAN W2 1.2 X 1.2 M
63 X 38.10 X 1.20 MM ALLUMINIUM SECTION FRAME SILL LVL. : FINISH LINTEL LINTEL LVL. BEAM BOTTOM SIZE : 900 X 600 FRAME SIZE TYPE OF FRAME 0.90 2.10 1.20 1.04 1.20 1.20 0.60 1.10 0.60 0.60 ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE
GREEN MARBLE R10.00 PLASTER SIZE : 600 X 600 FRAME SIZE TYPE OF FRAME ELEVATION V1 0.6 X 0.6M INSIDE OUTSIDE
INSIDE OUTSIDE
18MM THK. GRANITE PATTI FROSTED GLASS LOUVER ALUMINIUM SECTION 230 MM BRICK WALL M.S.GRILL PLAN V1 -0.6 X 0.6M
SECTION-'AA
ELEVATION V2 1.1 X 0.6M 18MM THK. GRANITE PATTI FROSTED GLASS LOUVER ALUMINIUM SECTION 230 MM BRICK WALL M.S.GRILL PLAN V2 -1.1X0.6M
& VENTS MARK SILL SIZE LINTEL 0.9 1.2 X 1.2 M TOTAL 01 D1 - 0.9 X 2.1 M 08 W2 2.1 0.6 X 0.6 M 2.7 03 V1 1.1 X 0.6 M V2 1.04 X 1.2 M W1 2.1 02 0.9 2.1 2.1 LINTEL TOP BEAM BOTTOM 2.7 2.1 LINTEL TOP BEAM BOTTOM 01 PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT GANDHINAGAR MUNICIPAL CORPORATION CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE DEVELOPMENT OF CREMATORIUM AT VAVOL NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY DOOR, WINDOW, VENT DETAIL SHEET RIYA TILVA NAMRATA 4Y/21 1.9 DATE: 22 - 06 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
FINISHED PLASTER OUTSIDE INSIDE 0.23 THK. BRICK WALL SIZE : 0.90 X 2.10 FRAME SIZE : TYPE OF FRAME FRP SHEET TYPE OF SHUTTER 1. 35 MM THICK DECORATIVE TYPE WATER PROOF FLUSH DOORS SHUTTERS 2. BOTH SIDE LAMINATED 0.10 MM THICKNESS FLUSH DOOR SHUTTER 35MM THK. BOTH SIDE LAMINATE FRP FRAME M.S. HOLDFAST S.S. TOWER BOLT S.S. HINGES DOOR HANDLE (100X 50MM THICK) 200mm. TOWER BOLTINSIDE ELEVATION D1 - 0.9 x 2.1 M SHUTTER TO BE 3mm ABOVE FROM F.F.L F.F.L TOP OF TILES
HOLDFAST 25X6X150 LONG PLASTER LINE IN SIDE OUT SIDE FRP DOOR FRAME 100 X 50MM DETAIL-1 HINGE FLUSH DOOR SHUTTER 35MM THK. BOTH SIDE LAMINATE PLAN D1 - 0.90 x 2.1 M FRP FRAME D1 0.23 THK. BRICK WALL FLUSH DOOR SHUTER AS DETAIL MORTAISE LOCK
GROOVE IN PLASTER ALL AROUND 63 X 38.10 X 1.20 MM ALLUMINIUM SECTION FRAME SILL LVL. FINISH LINTEL LINTEL LVL. BEAM BOTTOM
BRICK WALL 20MM PLASTER
SCHEDULE OF DOORS,WINDOWS
12 MT ROAD 24 MT ROAD ENTRANCE FOR PARTY PLOT 4.50 MT DRIVEWAY 4.50 MT DRIVEWAY 3.00 MT DRIVEWAY 2.50MTDRIVEWAY 2.50 MT PATHWAY 2.50 MT PATHWAY 3.00 MT DRIVEWAY PARKING WAY TO DRIVEWAY MT WIDE 6 MT PASSAGE SECURITY CABIN 1.20 1.50 EXISTING PLOT 8. KITCHEN STORE WASH ROOM 1.2 x 1.7 STORE UTENSIL 1.90 x 2.00 PANTRY 2.55 1.80 1.90 x 2.00 6.00 x 6.55 DISH COLL. 9. DRINKING WATER WASH AREA 2.62 x 4.00 2.50 x 3.90 2.50 3.90 EXISTING PLOT ±0.00 M 7. GENTS TOILET 3.96 3.72 7. LADIES TOILET 3.96 x 3.72 DRINKING WATER 7. SPECIALLY ABLED TOI. 1.80 X2.1 0.90x1.50 1. PARKING ± 0.15 M + 0.15 M COUNTERS COUNTERS COUNTERS COUNTERS COUNTERS + 0.30 M F.P NO 32 FP NO 120 COUNTERS UP 6. OFFICE 4.54 x 5.00 WASH ROOM PANTRY +0.30M GANESH MURAL AT ENTRANCE +0.30 M 4. STAGE 9.00 x 6.00 + 1.00 M +0.15 M 5. GREEN ROOM- 01 5.00 x 3.00 5. GREEN ROOM- 02 5.00 x 3.00 ± 0.75 M + 0.75 M UP UP UP UP 2. BUFFET AREA TOILET 1.20 1.82 TOILET 1.20 1.82 RAMP UP 3. SEATING AREA + 0.15 M ROAD NAME AREA LAWN RCC ROAD PATHWAY PAVERS PARKING PAVERS CURBING 1003 sq.mt 937 sq.mt 331 sq.mt 724 sq.mt 250 RMT 2.50 MT PATHWAY 6. percolation well 35.13 56.99 70.06 9.41 10.20 57.65 0.90x1.50 0.90x1.50 W.C. W.C. 0.90x1.50 0.90x1.50 + 0.30 M W.C. 0.30 M UP UP RAMP UP 0.15 U.G.W.T. 25000 Lit. PUMP ROOM 2.47 2.50 0.15 + 0.30 M 0.30 M + 0.30 M 0.30 M EXISTING ROAD TBM = 100.245(CENTER OF ROAD) IS CONSIDER AS LEVEL ±0.00 M PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 26Y/21 2.1 DATE: 06 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. CLIENT - AHMEDABAD MUNICIPAL CORPORATION OPEN PARTY-PLOT AT RAMOL-HATHIJAN WARD TP-106 FP-132/2 N MASTER LAYOUT PLAN 1758 SQ.MT 3516 SQ.MT SR NO. TITLE AREA (SQ.MT) 1. PARTY PLOT AREA 2. PARKING AREA 88 - NOS 2 WHEELERS 1. 2. 44 - NOS 4 WHEELERS SEATING CAPACITY 1. 544 PEOPLE BUFFET AREA 2. 496 SQ.MT SEATING AREA 3. 557 SQ.MT 1. 2. 3. PARKING BUFFET AREA SEATING AREA 4. STAGE 5. 7. GREEN ROOMS TOILET KITCHEN 8. DRINKING WATER 9. SECURITY CABIN 6. PARKING CAPACITY AMENITIES GANESH MURAL 10. U.G.W.T. WITH PUMP ROOM 11.
0.71 0.75 0.80 0.03 0.06 0.07 STORE WASH ROOM 1.2 x 1.7 STORE UTENSIL 1.90 x 2.00 PANTRY 2.55 x 1.80 1.90 x 2.00 6.00 x 6.55 + 0.30 M 0.65 D2 D3 D4 D3 D5 D5 W1 W1 W1 V2 6.00 4.23 1.20 0.65 1.50 0.50 1.50 0.88 4.23 6.23 0.75 W1 W1 0.54 0.60 0.54 0.45 0.75 1.82 0.75 3.82 0.75 0.115 0.23 5.04 0.52 1.20 0.91 0.99 0.90 2.00 5.25 0.23 4.57 1.10 0.90 3.82 0.75 0.88 1.50 0.50 1.20 0.65 1.50 1.50 2.08 1.89 1.89 2.00 2.00 0.30 1.80 0.30 1.00 0.30 10.46 8.00 4.23 6.23 6.54 7.00 4.07 2.94 1.20 1.56 0.60 0.77 7.00 0.115 0.75 2.63 KITCHEN A PLAN A' A C B B B' 0.115 0.60 6.10 0.70 10.00 1.200 0.115 2.570 0.115 6.000 0.230 0.230 3.89 +0.15M PASSAGE LVL. 2.64 0.80 0.90 0.60 W1 W1 D3 D5 0.60 2.10 0.30 3.60 0.35 SECTION - AA' 0.45 0.15 0.60 2.10 0.30 3.60 D3 0.60 D4 0.80 0.45 0.35 SECTION - BB' 0.45 0.35 0.80 0.115 0.335 0.115 0.335 0.15 0.40 2.70 0.90 2.70 W1 0.60 0.10 0.70 0.65 0.60 0.115 0.115 0.120 0.75 0.15 0.23 0.23 D4 0.23 0.15 PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 26Y/21 2.2 DATE: 10 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. CLIENT - AHMEDABAD MUNICIPAL CORPORATION OPEN PARTY-PLOT AT RAMOL-HATHIJAN WARD TP-106 FP-132/2 1758 SQ.MT TITLE AREA (SQ.MT) 1. PARTY PLOT AREA 2. PARKING AREA 3516 SQ.MT SR NO. SCHEDULE OF DOORS,WINDOWS & VENTS DOOR & VENTILATION-SCHEDULE MARK SILL SIZE LINTEL D20.75 x 1.80 TOTAL 02 - 01 2.40 D30.9 x 2.10 01 D41.2 x 2.10 02 D5 1.2 x 2.10 V2 1.80 0.60 x 0.60 01 W1 1.20 1.5 x 1.2 05 2.40 2.40 2.40 2.40 2.40 ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE KITCHEN -PLAN AND SECTION
NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED
IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE
ELEVATION -A
LVL.+0.15 M LVL.±0.0 M 0.15 2.70 0.30 3.60 ELEVATION -B 0.115 0.335 0.70 0.65 0.60 0.115 0.115 0.120 0.60 0.10 LVL. - 0.650 M 3.19 0.99 3.60 LVL.+0.15 M LVL.+0.60 M ELEVATION -C 0.10 LVL.±0.0 M LVL.±0.0 M 0.115 D5 W1 W1 0.30 1.20 D5 1.09 2.10 0.30 3.60 0.120 0.115 0.115 BRICK WALL BRICK WALL BRICK WALL W1 0.23 THIK. 0.23 THIK. 0.23 THIK. LVL.+0.60 M LVL.+0.60 M LVL.+0.60 M LVL.+0.70 M LVL.+0.65 M LVL.+0.15 M LVL.+0.60 M
0.15 0.15 LVL.+1.00 M LVL.+1.30 M R.C.C LINTEL 0.115 0.115 THICK BRICK CHAJJA LVL.±0.0 M LVL.±0.0 M LVL.±0.0 M W1 W1 8.36 8.16 7.96 0.60 0.10 PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN
2.
DRAWINGS & OTHER DRAWINGS. DISCREPANCY
BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF
AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 26Y/21 2.3 DATE: 10 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. CLIENT - AHMEDABAD MUNICIPAL CORPORATION OPEN PARTY-PLOT AT RAMOL-HATHIJAN WARD TP-106 FP-132/2 1758 SQ.MT TITLE AREA (SQ.MT) 1. PARTY PLOT AREA 2. PARKING AREA 3516 SQ.MT SR NO. SCHEDULE OF DOORS,WINDOWS & VENTS DOOR & VENTILATION-SCHEDULE MARK SILL SIZE LINTEL D20.75 x 1.80 TOTAL 02 - 01 2.40 D30.9 x 2.10 01 D41.2 x 2.10 02 D5 1.2 x 2.10 V2 1.80 0.60 x 0.60 01 W1 1.20 1.5 x 1.2 05 2.40 2.40 2.40 2.40 2.40 ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE KITCHEN -ELEVATION
SHOULD BE
ANY
TOILET 1.20 x 1.82 5.00 x 3.00 5.00 x 3.00 TOILET 1.20 x 1.82 4. STAGE 9.00 x 6.00 + 1.00 M + 0.75 M + 0.75 M UP UP A A' PLAN D1 D1 W3 W3 W3 W3 V3 V3 D2 D2 TREAD : 0.30 RISER 0.15 TREAD 0.30 RISER 0.15 B B' A B UP RAMP UP UP UP UP RAMP UP +0.15M PASSAGE LVL. SECTION BB' W3 D2 V3 STAGE PLINTH + 1.00 M SECTION AA' W3 W3 RAMP UP STEP UP W3 R.C.C LINTEL R.C.C LINTEL STAGE LVL.+0.70 M LVL.+0.65 M LVL.+0.60 M LVL.±0.0 M LVL.-1.30 M LVL.±0.0 M LVL.+1.50 M LVL.-3.23 M ELEVATION -A 0.115 THICK BRICK CHAJJA LVL.+0.65 M 0.115 THICK BRICK CHAJJA LVL.±0.0 M LVL.±0.0 M W3 LVL.+0.70 M LVL.+0.60 M LVL.±0.0 M LVL.-1.30 M LVL.±0.0 M LVL.+1.50 M LVL.±0.0 M LVL.±0.0 M LVL.+2.77 M LVL.±0.0 M LVL.±0.0 M D1 LVL.-1.43 M LVL.±0.0 M LVL.±0.0 M ELEVATION -B UP RAMP UP GREEN ROOM AND STAGE DETAIL PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 26Y/21 2.4 DATE: 14 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. CLIENT AHMEDABAD MUNICIPAL CORPORATION OPEN PARTY-PLOT AT RAMOL-HATHIJAN WARD TP-106 FP-132/2 1758 SQ.MT TITLE AREA (SQ.MT) 1. PARTY PLOT AREA 2. PARKING AREA 3516 SQ.MT SR NO. ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE SCHEDULE OF DOORS,WINDOWS & VENTS DOOR & VENTILATION-SCHEDULE MARK SILL SIZE LINTEL D2 - 0.75 x 1.80 TOTAL 02 D1 - 02 2.85 2.85 1.0 x 2.10 V3 2.50 0.60 x 0.35 02 2.85 W3 1.65 1.6 x 1.2 04 2.85
1.20
TEXTURE AS PER SELECTION
TEXTURE AS PER SELECTION
1.80M.HT. WATERSPOUT 4.20 0.60 2.10 1.20 2.70 1.80
MURAL 4.20 0.60
SPOUT CLADDING CLADDING 1.80 FRONT ELEVATION PLAN
B B' 4.76 B B' A A' 4.20
1.20 2.70 CLADDING 0.75 0.30 A A' WATER TANK FOR FOUNTAIN AS PER DETAIL TEXTURE AS PER SELECTION 0.23 THICK WALL 4.20 M.HT. 0.23 THICK LOW HT.WALL AT 0.60 M.HT 0.30 0.60 4.76 0.19 4.38 0.19 0.23 1.13 0.90 0.23 0.60 1.69 1.38 1.69 MURAL WALL DRAWING PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 26Y/21 2.5 DATE: 14 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. CLIENT - AHMEDABAD MUNICIPAL CORPORATION OPEN PARTY-PLOT AT RAMOL-HATHIJAN WARD TP-106 FP-132/2 1758 SQ.MT 3516 SQ.MT SR NO. TITLE AREA (SQ.MT) 1. PARTY PLOT AREA 2. PARKING AREA 88 - NOS 2 WHEELERS 1. 2. 44 - NOS 4 WHEELERS SEATING CAPACITY 1. 544 PEOPLE BUFFET AREA 2. 496 SQ.MT SEATING AREA 3. 557 SQ.MT 1. 2. 3. PARKING BUFFET AREA SEATING AREA 4. STAGE 5. 7. GREEN ROOMS TOILET KITCHEN 8. DRINKING WATER 9. SECURITY CABIN 6. PARKING CAPACITY AMENITIES GANESH MURAL 10. U.G.W.T. WITH PUMP ROOM 11.
M.HT.PLATFORM FOR
WATER
SECTION - BB'
SECTION - AA'
4.31 ENTRANCE FOR PARTY PLOT PARKING WAY TO SECURITY CABIN 1.20 x 1.50 6. RCC BEAM MS BOX SECTION 0.05M WHITE PAINT WITH TEXTURE GREY TEXTURE PAINT MS BOX AMC LOGO CIRCULAR MS PIPE 0.01 FRONT ELEVATION WHITE TEXTURE PAINT GROOVE EXPOSE BRICK WITH WHITE FILLING GROOVES WITH WOODEN PAINT R.C.C COPING R.C.C COPING RCC BEAM 1.32 1.96 1.96 0.115 BRICK WALL 2.40 PLAN 3.12 7.64 7.64 3.12 12.23 12.23 0.35 D6 D6 1.00 1.50 5.40 0.15 ACRYLIC LOGO 4.23 WITH BACK LED WITH WOODEN PAINT WHITE PAINT WITH TEXTURE GREY TEXTURE PAINT 0.60 2.12 0.23 0.115 0.46 + 0.15 M EXPOSE BRICK WITH WHITE FILLING GROOVES GROOVE WHITE TEXTURE PAINT 0.15 SECTION 0.03M B B' 1.80 1.00 0.50 2.10 0.50 1.00 0.05 0.100M MS BOX SECTION 0.05 x 0.150M MS BOX SECTION 0.07 0.07 0.10 A A' 1.00 MS BOX SECTION WITH WOODEN PAINT MS SECTION RAMP 0.05 x 0.05M 1.50 IN SIDE OUT SIDE 0.15 0.10 0.05 0.150M MS BOX SECTION WALL COMPOUND SECTION BB' WITH WOODEN PAINT MS SECTION 0.05 x 0.100M MS BOX SECTION CIRCULAR MS PIPE 0.01 RAMP IN SIDE OUT SIDE 0.15 1.00 1.80 CABIN SECURITY SECTION AA' COMPOUND WALL GATE DETAIL PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 26Y/21 2.6 DATE: 16 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. CLIENT - AHMEDABAD MUNICIPAL CORPORATION OPEN PARTY-PLOT AT RAMOL-HATHIJAN WARD TP-106 FP-132/2 1758 SQ.MT 3516 SQ.MT SR NO. TITLE AREA (SQ.MT) 1. PARTY PLOT AREA 2. PARKING AREA 88 - NOS 2 WHEELERS 1. 2. 44 - NOS 4 WHEELERS SEATING CAPACITY 1. 544 PEOPLE BUFFET AREA 2. 496 SQ.MT SEATING AREA 3. 557 SQ.MT 1. 2. 3. PARKING BUFFET AREA SEATING AREA 4. STAGE 5. 7. GREEN ROOMS TOILET KITCHEN 8. DRINKING WATER 9. SECURITY CABIN 6. PARKING CAPACITY AMENITIES GANESH MURAL 10. U.G.W.T. WITH PUMP ROOM 11.
12 MT ROAD 24 MT ROAD EXISTING PLOT ±0.00 M 99.59 FP NO 120 ROAD 35.13 56.99 70.06 9.85 9.41 99.59 99.60 99.79 99.79 99.68 99.58 99.61 99.66 99.77 99.54 99.57 99.63 99.72 99.66 99.61 99.62 99.65 99.76 99.75 99.61 99.70 99.76 99.85 99.85 99.62 99.71 99.93 99.99 100.18 99.64 99.70 99.91 99.93 99.29 100.01 99.86 99.80 99.92 TBM = 100.245(AT CENTER OF ROAD) 57.65 99.88 LEVELING LAYOUT PLAN PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY
3.
ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 26Y/21 2.7 DATE: 16 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. CLIENT - AHMEDABAD MUNICIPAL CORPORATION OPEN PARTY-PLOT AT RAMOL-HATHIJAN WARD TP-106 FP-132/2 N 1758 SQ.MT 3516 SQ.MT SR NO. TITLE AREA (SQ.MT) 1. PARTY PLOT AREA 2. PARKING AREA 88 - NOS 2 WHEELERS 1. 2. 44 - NOS 4 WHEELERS SEATING CAPACITY 1. 544 PEOPLE BUFFET AREA 2. 496 SQ.MT SEATING AREA 3. 557 SQ.MT 1. 2. 3. PARKING BUFFET AREA SEATING AREA 4. STAGE 5. 7. GREEN ROOMS TOILET KITCHEN 8. DRINKING WATER 9. SECURITY CABIN 6. PARKING CAPACITY AMENITIES GANESH MURAL 10. U.G.W.T. WITH PUMP ROOM 11.
SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE.
IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF
& OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES.
REFER THE LATEST REVISED DRAWING.
BRICK IS USED IN ALL MASONARY
Earth Filling P.C.C Pavers MS Box Section 0.12 x 0.2 2.95 0.40 MS Box Section 0.12 x 0.2 1.10 0.62 0.40 1.10 Earth Filling P.C.C Pavers MS Box Section 0.12 x 0.2 MS Box Section 0.12 x 0.2 2.95 4.07 0.40
SECTION -AA' SECTION -BB' PLAN 5.82 0.20 5.82 0.12 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
0.15 16.26 16.26 0.60 0.60 4.32 0.15 PARGOLA DETAIL PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS
4.
5.
RIYA TILVA NAMRATA 26Y/21 2.8 DATE: 16 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. CLIENT - AHMEDABAD MUNICIPAL CORPORATION OPEN PARTY-PLOT AT RAMOL-HATHIJAN WARD TP-106 FP-132/2 1758 SQ.MT 3516 SQ.MT SR NO. TITLE AREA (SQ.MT) 1. PARTY PLOT AREA 2. PARKING AREA 88 - NOS 2 WHEELERS 1. 2. 44 - NOS 4 WHEELERS SEATING CAPACITY 1. 544 PEOPLE BUFFET AREA 2. 496 SQ.MT SEATING AREA 3. 557 SQ.MT 1. 2. 3. PARKING BUFFET AREA SEATING AREA 4. STAGE 5. 7. GREEN ROOMS TOILET KITCHEN 8. DRINKING WATER 9. SECURITY CABIN 6. PARKING CAPACITY AMENITIES GANESH MURAL 10. U.G.W.T. WITH PUMP ROOM 11.
A' A
B'
B
3.00MWIDEWALKWAY
CHILDREN PLAY AREA AND OPEN GYM LVL-0.15 M LVL-0.15 M 3.00 M WIDE WALKWAY
3.00 M WIDE WALKWAY LVL±0.00 M LVL±0.00 M LVL+0.075 M LVL+0.075 M MLVL+0.075 LVL+0.075 M LVL+0.075 M GENERAL LANDSCAPE GENERAL LANDSCAPE ENTRY /EXIT ENTRY /EXIT PUMP ROOM ENTRY /EXIT LVL-0.15 M LVL+0.600 M LVL+1.200 M GENERAL LANDSCAPE sculpture 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.35 2.96 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.35 3.00 3.00 3.00 2.13 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.35 3.00 0.35 3.00 3.00 2.23 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.59 3.00 3.96 3.00 3.00 3.00 1.99 1.92 3.00 3.00 3.00 3.00 3.00 3.00 38.23 30.00 0.35 8.60 26.00 34.09 41.48 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.23 3.00 3.00 0.35 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.35 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.35 3.00 3.00 3.00 30.00 30.01 30.00 30.01 14.95 2.23 1.60 1.69 1.92 3.00 3.00 3.00 3.00 2.01 3.28 3.27 PROJECT:CLIENT GANDHINAGAR MUNICIPAL CORPORATION AGENCY- DEVARSH CONSTRUCTION DEVELOPMENT OF GARDENS AT SECTOR 5, 12, 16,22,26, 29 & BORIJ VILLAGE AT GANDHINAGER BY GMC COMPOUND WALL DETAIL PLAN SECTOR 22 REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 3.1 DATE: 05 - 08 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
3.00MWIDEWALKWAY
CHILDREN PLAY AREA AND OPEN GYM LVL-0.15 M LVL-0.15 M 3.00 M WIDE WALKWAY
3.00 M WIDE WALKWAY LVL±0.00 M LVL±0.00 M LVL+0.075 M LVL+0.075 M MLVL+0.075 LVL+0.075 M LVL+0.075 M GENERAL LANDSCAPE GENERAL LANDSCAPE ENTRY /EXIT ENTRY /EXIT PUMP ROOM ENTRY /EXIT LVL-0.15 M LVL+0.600 M LVL+1.200 M GENERAL LANDSCAPE sculpture ROOM ELECTRIC ROOM A A B B C C D D
- GANDHINAGAR MUNICIPAL CORPORATION
DEVARSH CONSTRUCTION DEVELOPMENT OF GARDENS AT SECTOR 5, 12, 16,22,26, 29 & BORIJ VILLAGE AT GANDHINAGER BY GMC LANDSCAPE PLAN SECTOR 22 REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 3.2 DATE: 05 - 08 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
PROJECT:CLIENT
AGENCY-
3.00MWIDEWALKWAY
CHILDREN PLAY AREA AND OPEN GYM LVL-0.15 M LVL-0.15 M 3.00 M WIDE WALKWAY
3.00 M WIDE WALKWAY LVL±0.00 M LVL±0.00 M LVL+0.075 M LVL+0.075 M MLVL+0.075 LVL+0.075 M LVL+0.075 M GENERAL LANDSCAPE GENERAL LANDSCAPE ENTRY /EXIT ENTRY /EXIT PUMP ROOM ENTRY /EXIT LVL-0.15 M LVL+0.600 M LVL+1.200 M GENERAL LANDSCAPE sculpture X0 ±00M X01 -10M X02 -20M X03 -30M X04 -40M X05 -50M X06 -60M X7 -70M X08 -80M Y00 ±00M Y01 +10M Y02 +20M Y03 +30M Y04 +40M Y05 +50M Y06 +60M Y07 +70M Y08 +80M Y09 +90M Y10 +100M Y12 +120M Y13 +130M Y11 +110M (±00,±00) (-34.56,+00) (-42.51,+0.01) (-68.78,+0.06) (-68.75,+10.26) (-44.14,+51.55) (-3.39,+120.37) (-18.92,+94.30) (+0.11,+119.31) (-0.07,+49.05) (-2.76,+13.02) (-18.28,+12.82) (-18.26,+2.83) (-37.38,+2.86) (-39.69,+2.86) (-64.47,+6.03) (-58.44,+6.03) (-61.39,+11.22) (-45.56,+37.88) (-25.47,+71.54) (-27.42,+74.60) (-17.73,+74.60) (-2.83,+74.60) (-2.73,+116.24) (-5.84,+71.54) (-13.68,+71.54) (-5.84,+43.64) (-5.88,+16.10) (-21.42,+15.91) (-28.92,+6.04) (-28.41,+51.15) (-26.71,+48.10) (-17.39,+48.10) (-15.27,+65.0) (-19.25,+66.10) (-15.39,+50.10) (-2.84,+47.55) (-26.59,+33.10) (-25.19,+39.52) (-21.73, +28.86) (-32.85,+31.10) (-8.59,+65.92) (+8.59,+60.72) (-13.09,+63.31) (-42.66,+48.92) (-41.12,+51.50) (-65.89,+9.97) (-32.93,+6.04) (-5.85,+39.63) (-2.84,+50.55) (-13.68,+74.60) (-17.73,+71.54) (-43.14,+41.99) (-31.45,+37.53) (-20.33,+35.10) (-27.99,+26.68) (-38.55,+1.46) (-65.89,+7.52)
CLIENT
GANDHINAGAR
CONSTRUCTION DEVELOPMENT OF GARDENS AT SECTOR 5, 12, 16,22,26, 29 & BORIJ VILLAGE AT GANDHINAGER BY GMC REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 3.3 DATE: 09 - 08 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
LINE OUT DETAIL PLAN SECTOR 22 PROJECT:-
-
MUNICIPAL CORPORATION AGENCY- DEVARSH
CROSS SECTION -BB
30 75 MM TH COMPACTED GARDEN EARTH EARTH GRASS PAVER 600X400X75 MM GARDEN LAWN SAND FILLING GROUND LEVEL ±0.00 M PLANTER LEVEL 0.10 M PAVER LVL +0.75 M GARDEN LAWN
WALK WAY SAND FILLING IN JOINTS CURBING WALL COMPOUND WALL AS PER DETAILS 2480 300 75 150 75 75 300 75 150 WALK WAY 1:4:8 CEMENT CONCRETE BASE 60MM TH CONCRETE PAVER BLOCKS SAND FILLING IN JOINTS CROSS SECTION -CC PLANTER SAND FILLING CURBING WALL P.C.C. COMPOUND WALL AS PER DETAILS 2480 300 75 150 75 6' TO 8' HT. TREES 75 300 75 MM TH CONCRETE SAND FILLING 75 GROUND LEVEL ±0.00 M PAVER LVL +0.75 M 150 1200 3100 60MM TH CONCRETE PAVER BLOCKS 1:4:8 CEMENT CONCRETE BASE 75 MM TH CONCRETE SAND FILLING SAND FILLING IN JOINTS WALK WAY 700 59 30 70 30 70 30 59 TACTILE FLOORING 30 MM TH 5 700 900 59 30 70 30 70 30 59 1200 60MM TH CONCRETE PAVER BLOCKS TACTILE FLOORING 30 MM TH 100 M THK.CEMENT CONCRETE CURBING WALL EARTH SAND FILLING CROSS SECTION -DD WALK WAY WALK WAY SAND FILLING IN JOINTS CHILDREN PLAY AREA 1200 CURBING WALL PLANTER GROUND LEVEL ±0.00 M PLANTER LEVEL 0.10 M PAVER LVL +0.75 M GARDEN LAWN 75 MM TH CONCRETE SAND FILLING 600 5 3100 900 PLANTER CURBING WALL CROSS SECTION -AA 1200 3100 60MM TH CONCRETE PAVER BLOCKS 1:4:8 CEMENT CONCRETE BASE 75 MM TH CONCRETE SAND FILLING SAND FILLING IN JOINTS WALK WAY 700 900 59 30 70 30 70 30 59 60MM TH CONCRETE PAVER BLOCKS TACTILE FLOORING 30 MM TH CURBING WALL EARTH SAND FILLING WALK WAY 1200 CURBING WALL PLANTER GROUND LEVEL ±0.00 M PLANTER LEVEL 0.10 M PAVER LVL +0.75 M GARDEN LAWN 75 MM TH CONCRETE SAND FILLING 600 5 PATHWAY AND CURBING DETAIL PLAN SECTOR 22 PROJECT:CLIENT - GANDHINAGAR MUNICIPAL CORPORATION AGENCY- DEVARSH CONSTRUCTION DEVELOPMENT OF GARDENS AT SECTOR 5, 12, 16,22,26, 29 & BORIJ VILLAGE AT GANDHINAGER BY GMC REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 3.4 DATE: 09 - 08 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
SECTION
NOTE :HEIGHT REQUIRED AS PER FINISHED PLOT
FOR SEC- 5,22,26
AGENCY- DEVARSH CONSTRUCTION DEVELOPMENT OF GARDENS AT SECTOR 5, 12, 16,22,26, 29 & BORIJ VILLAGE AT GANDHINAGER BY GMC
PROJECT:CLIENT - GANDHINAGAR MUNICIPAL CORPORATION
FILLET &VATTA R.C.C. PARDI AS PER STR.DSGN. TOP SLAB AS PER STRT.DSGN. FREE BOARD FREE BOARD P.C.C. 1:2:4 AS PER STR.DSGN. INSIDE,15 mm THK. WATER PROOF PLASTER SLOPE SLOPE OUT SIDE 20 mm Thk, WATER PROOF PLASTER USING WATER PROOFING COMPOUND M.H. FILLET FILLET PVC 150 MM DIA. PIPE WATER PROOFING FILLET FILLET FILLET SLOPE TOP SLAB AS PER STRT.DSGN. PVC 150 MM DIA. PIPE FREE BOARD FILLET FILLET M.H. M.H. FILLET INSIDE,15 mm THK. WATER PROOF PLASTER INSIDE,15 mm THK. WATER PROOF PLASTER 3.00 3.00 3.00 0.00 0.00 0.60 2.50 0.15 2.50 0.15 2.50 0.15 0.15 0.15 0.15 0.150 GLAZED TILES GLAZED TILES GLAZED TILES
LVL
AA R.C.C. PARDI AS PER STR.DSGN. TOP SLAB AS PER STRT.DSGN. FREE BOARD INSIDE 15 mm THK. WATER PROOF PLASTER GLAZED TILES FILLET & VATTA R.C.C. PARDI AS PER STR.DSGN. FILLET AS PER STR.DSGN. P.C.C. 1:2:4 AS PER STR.DSGN. SECTION AT B-B MONKEY LADDER 16 MM AT 300 MM C/C ALTERNATE INTERVAL PVC 150 MM DIA. PIPE WATER PROOFING DETAILED PART ELEVATION -C OUT SIDE 20 mm Thk, WATER PROOF PLASTER USING WATER PROOFING COMPOUND M.H. SLOPE STRAIGHT B B A A 0.30 0.25 0.20 0.25 2.80 SLOPE STRAIGHT 0.30 0.25 0.20 0.25 2.80 SLOPE STRAIGHT 0.30 0.25 0.20 0.25 2.80 0.15 3.00 0.15 3.00 MONKEY LADDER 16 MM AT 300 MM C/C ALTERNATE INTERVAL FILLET AS PER STR.DSGN. GLAZED TILES FILLET AS PER STR.DSGN. GLAZED TILES GLAZED TILES MONKEY LADDER 16 MM AT 300 MM C/C ALTERNATE INTERVAL FILLET AS PER STR.DSGN. GLAZED TILES 3.00 B B 2.80 2.80 2.80 3.00 0.15 3.00 A A 0.15 3.00 0.15 0.60 0.45 0.60 0.45 0.60 0.45 PLAN PLAN 60000 LTRS U.G.W.T DETAILS
REVISION
DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE
REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 3.5 DATE: 11 - 08 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
DATE:----
: - N.T.S NORTH :
SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES.
4. REFER THE LATEST REVISED DRAWING.
5. BRICK IS USED IN ALL MASONARY
PROPOSED PAVER BLOCK AREA-3090 SQ MTS.
PROPOSED ROAD AREA- 3688 SQ MTS.
PROPOSED LANDSCAPE AREA- 106 SQ MTS.
EXISTING PAVER AREA- 2653 SQ MTS.
EXISTING SERVICE ROAD
PROPOSED KERBING RUNING LENGTH - 1194 RMT.
ROAD AND PAVER BLOCK FOR SECTOR 6
DATE: 30 - 06 2021 JAYESH A
DEVELOPMENT OF ROAD AND PAVER BLOCK
CAMERA POLE 5.33 ACME HOUDE SHANTI ARCADE ISCON GATHIYA SHOP SHOPING 9.44 7.00 7.00 7.00 7.00 59.77 44.44 7.00 SERVISE ROAD 7M WIDE ROAD 7M WIDE ROAD 7M WIDE ROAD 7M WIDE ROAD 7M WIDE ROAD 7M WIDE ROAD 22.38 3M WIDE PAVERS 3M WIDE PAVERS 3M WIDE PAVERS 3M WIDE PAVERS 3.5M WIDE PAVERS 4.5M WIDE PAVERS 11.92 22.38 5.5M WIDE PAVERS EXISTING I.P.S 59.47 21.56 7.00 9.58 9.64 139.25 82.06 82.06 20.88 58.03 82.06 82.06 21.56 2.45 3.00 2.09 3.00 2.08 3.00 2.76 3.01 0.90 6.07 3.30 2.16 3.10 3.09 0.90 3.90 1.04 16.73 16.73 8.10 3.10 3.09 3.25 7.08 2.02 7.08 1.03 2.01 6.66 c' 3.25 6.07 3.30 2.16 8.10 7.45 3.09 3.09 3.09 3.09 c d d' b b' a a' 3.00 3.50 31.26 29.80 29.66 ±0.00 lvl +0.08 lvl +0.08 lvl ±0.00 lvl +0.08 lvl +0.08 lvl +0.08 lvl +0.08 lvl +0.08 lvl PROJECT:CLIENT - GANDHINAGAR MUNICIPAL
REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT
CORPORATION
RIYA TILVA NAMRATA 4.1
DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
3Y/21
ISCON GATHIYA SHOP SHOPING
SECTION AA'
& OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE.
3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES.
4. REFER THE LATEST REVISED DRAWING.
5. BRICK IS USED IN ALL MASONARY
PROPOSED PAVER BLOCK AREA-3090 SQ MTS.
PROPOSED ROAD AREA- 3688 SQ MTS.
PROPOSED LANDSCAPE AREA- 106 SQ MTS.
EXISTING PAVER AREA- 2653 SQ MTS.
EXISTING SERVICE ROAD
PROPOSED KERBING RUNING LENGTH - 1194 RMT.
SECTION BB'
SECTION CC'
ROAD AND PAVER BLOCK FOR SECTOR 6 DETAIL SECTIONS
SECTION DD'
DEVELOPMENT OF ROAD AND PAVER BLOCK
EXISTING I.P.S ACME HOUDE ISCON GATHIYA SHOP SHOPING 300 MM THK PAVEMENT QUALITY CONCRETE P.Q.C. ) M -30 GRADE 150 MM THK DRY LEAN CONCRETE 9 ( D.L.C. 150 MM THK WET MIX MECADAM W.M.M.) 150 MM THK G.S.B. COMPACTED EARTH AT BASE EXISTING I.P.S EXISTING I.P.S EXISTING SERVICE ROAD PAVER BLOCK 100 MM THK SAND FLLING (1:2 :4) PAVER BLOCK 100 MM THK SAND FLLING (1:2 :4) 150 MM THK G.S.B. 300 MM THK PAVEMENT QUALITY CONCRETE P.Q.C. ) M -30 GRADE 150 MM THK DRY LEAN CONCRETE 9 ( D.L.C. ) 150 MM THK WET MIX MECADAM W.M.M.) 150 MM THK G.S.B. COMPACTED EARTH AT BASE PAVER BLOCK 100 MM THK SAND FLLING (1:2 :4) 150 MM THK G.S.B. 300 MM THK PAVEMENT QUALITY CONCRETE ( P.Q.C. ) M -30 GRADE 150 MM THK DRY LEAN CONCRETE 9 ( D.L.C. ) 150 MM THK WET MIX MECADAM ( W.M.M.) 150 MM THK G.S.B. COMPACTED EARTH AT BASE
COMPACTED EARTH AT BASE
PAVER BLOCK 100 MM THK SAND FLLING (1:2 :4) 150 MM THK G.S.B. EXISTING SERVICE ROAD +0.23M LVL PAVER BLOCK +0.08M LVL EXISTING ROAD ±0.0M LVL +0.23M LVL PAVER BLOCK +0.08M LVL EXISTING ROAD ±0.0M LVL PAVER BLOCK +0.08M LVL EXISTING ROAD ±0.0M LVL PAVER BLOCK +0.08M LVL EXISTING ROAD ±0.0M LVL 150 MM THK G.S.B. PAVER BLOCK +0.08M LVL PROJECT:CLIENT - GANDHINAGAR MUNICIPAL CORPORATION REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS
RIYA TILVA NAMRATA 4.2
02 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
DATE:
3Y/21
H.P PETROL PUMP MEGHMALHAR COMPLEX SHALIN COMPLEX BUILDING SUMAN CITE MALL SUMAN TOWER SUMAN TOWER BUILDING ABHISHEK BUILDING HAVELI ARCADE AKHBAR BHAVAN SERVISE ROAD ROAD ROAD ROAD 16.61 15.28 11.15 5.65 BUILDING DP ROOM 7.00 M WIDE SERVISE ROAD 6.00 M WIDE SERVISE ROAD 6.00 M WIDE SERVISE ROAD 6.00 M WIDE SERVISE ROAD 572.03 128.03 section bb' section aa' section cc' section dd' ±0.00 +0.08 +0.16M lvl lvl +0.08 +0.16M ±0.00 +0.08 +0.08 +0.24 +0.24 +0.16M lvl +0.16M +0.08 M lvl +0.08 +0.16M lvl +0.08 M lvl lvl M lvl +0.08 +0.24M lvl +0.24M lvl DN DN DN DN DN DN DN 2.60 39.19 2.60 2.70 50.26 2.60 2.70 25.26 2.60 21.75 2.28 2.00 2.00 3.80 5.15 9.00 5.54 2.54 7.00 27.05 2.63 16.08 4.00 35.77 2.65 45.08 1.31 2.15 2.35 5.15 7.15 3.61 0.95 1.59 1.59 4.69 4.69 7.30 162.55 129.48 7.08 4.71 7.29 3.66 2.30 4.62 4.62 4.87 1.50 7.56 11.14 9.42 9.42 42.30 5.00 47.30 64.80 81.66 137.22 10.95 4.40 10.94 5.67 2.36 16.14 21.34 ABHISHEK BUILDING HAVELI ARCADE AKHBAR BHAVAN BSNL OFFICE SERVISE ROAD MAHATMA GANDHI PATH ROAD 11.15 5.65 7.00 M WIDE SERVICE ROAD 6.00 M WIDE SERVISE ROAD 572.03 section dd' ±0.00 lvl +0.08 M lvl +0.16M lvl +0.08 M lvl +0.16M lvl ±0.00 lvl +0.16M +0.08 ±0.00 lvl +0.08 M lvl +0.08 M lvl +0.24M lvl +0.24M lvl DN DN DN DN 1.50 4.86 5.15 5.17 5.15 27.05 2.63 16.08 4.00 35.77 2.65 45.08 1.31 2.15 7.00 3.91 4.59 0.97 11.38 4.54 129.48 202.41 9.42 9.42 42.30 5.00 47.30 137.22 65.27 65.25 38.07 10.50 11.38 4.54 MEGHMALHA FFIC 572.03 ROAD AND PAVER BLOCK FOR SECTOR 11 PROJECT:CLIENT - GANDHINAGAR MUNICIPAL CORPORATION REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 4.3 DATE: 22 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. DEVELOPMENT OF ROAD AND PAVER BLOCK 3Y/21 PROPOSED PAVER BLOCK EXISTING SERVICE ROAD PROPOSED LANDSCAPE AREA- 960 SQ MTS. PROPOSED PAVER BLOCK KEY PLAN
COMPACTED EARTH AT BASE COMPACTED EARTH AT BASE
COMPACTED EARTH AT BASE COMPACTED EARTH AT BASE
cc' section dd' PAVER BLOCK 100 MM THK SAND FLLING (1:2 :4) 150 MM THK G.S.B. PAVER BLOCK 100 MM THK SAND FLLING (1:2 :4) PAVER BLOCK 100 MM THK SAND FLLING (1:2 :4) PAVER BLOCK 100 MM THK SAND FLLING (1:2 :4) EXISTING ROAD EXISTING ROAD EXISTING ROAD EXISTING ROAD PAVERS BLOCK+0.16M LVL PAVER BLOCK +0.08M LVL EXISTING ROAD ±0.0M LVL PAVERS BLOCK+0.16M LVL PAVER BLOCK +0.08M LVL EXISTING ROAD ±0.0M LVL PAVERS BLOCK+0.24M LVL SUMAN TOWER SUMAN TOWER PAVERS BLOCK+0.16M LVL PAVER BLOCK +0.08M LVL EXISTING ROAD ±0.0M LVL PAVERS BLOCK+0.16M LVL PAVER BLOCK +0.08M LVL EXISTING ROAD ±0.0M LVL 150 MM THK G.S.B. 150 MM THK G.S.B. 150 MM THK G.S.B. PAVER BLOCK 100 MM THK SAND FILLING (1:2 :4) 150 MM THK G.S.B. GRADE -5
AND PAVER BLOCK FOR SECTOR 11 PROJECT:CLIENT - GANDHINAGAR
REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 4.4 DATE: 24 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. DEVELOPMENT OF ROAD AND PAVER BLOCK 3Y/21 PROPOSED PAVER BLOCK EXISTING SERVICE ROAD PROPOSED LANDSCAPE AREA- 960 SQ MTS. PROPOSED PAVER BLOCK
section aa' section bb'
section
ROAD
MUNICIPAL CORPORATION
RCC PARKING YAS BANK SHOPING NIGAM BHAVAN YOJNA BHAVAN YOJNA BHAVAN DENA BANK SHOPING SHIV COMPLEX GARDEN ROAD ROAD 7.00 M WIDE ROAD ROAD 9.20 M WIDE SERVISE ROAD 9.20 M WIDE SERVISE ROAD 9.20 M WIDE SERVISE ROAD 818.58 PATHWAY FOR PADESTRIAN PATHWAY FOR PADESTRIAN PATHWAY FOR PADESTRIAN PATHWAY FOR PADESTRIAN PATHWAY FOR PADESTRIAN 2.25 mt.WIDE 76.97 115.60 138.91 113.40 76.97 2.00 13.94 ±0.00 +0.16M +0.08 lvl +0.16 lvl +0.16 lvl +0.16 lvl +0.16 ±0.00 lvl ±0.00 DN DN DN DN 11.36 6.98 2.38 11.38 2.38 4.82 2.00 4.80 5.00 1.32 1.04 11.67 33.82 15.27 4.00 14.55 14.44 33.67 33.67 24.89 81.38 24.29 28.51 33.67 33.67 4.38 2.00 2.00 6.37 12.72 13.46 3.70 5.37 2.26 12.71 276.92 7.62 7.85 83.86 7.85 7.85 7.85 7.85 4.72 4.71 4.71 4.72 105.60 128.91 106.40 109.60 109.60 7.85 71.98 INDIAN OIL PETROL PUMP 9.20 M WIDE SERVISE ROAD HDFC BANK SHOPING DCB BANK SHOPING RWORLD INOX SHOPING PNB BANK SHOPING YAS BANK SHOPING POST OFFICE GARDEN PARKING ROAD ROAD ROAD ROAD ROAD ROAD ROAD 9.20 M WIDE SERVISE ROAD 9.20 M WIDE SERVISE ROAD 818.58 PATHWAY FOR PADESTRIAN PATHWAY FOR PADESTRIAN PATHWAY FOR PADESTRIAN PATHWAY FOR PADESTRIAN PATHWAY FOR PADESTRIAN 113.40 108.15 21.46 55.81 176.34 ±0.00 +0.08 DN DN DN DN DN 3.50 3.00 3.00 4.50 3.05 2.05 3.50 4.50 24.46 2.95 5.00 61.78 3.70 33.85 33.67 33.67 6.37 4.70 46.11 4.70 23.48 33.67 3.70 31.82 1.85 2.50 4.50 3.00 83.86 7.85 7.85 7.47 7.85 7.85 7.62 7.85 7.85 7.85 7.85 4.71 4.71 7.85 4.71 4.71 4.71 4.71 100.15 103.00 103.15 20.95 103.15 30.95 4.71 18.46 129.14 45.81 6.47 143.99 818.58 115.60 138.91 113.40 SECTOR 16 PROPOSED ROAD AND PAVER PROJECT:CLIENT - GANDHINAGAR MUNICIPAL CORPORATION REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 4.5 DATE: 28 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. DEVELOPMENT OF ROAD AND PAVER BLOCK 3Y/21 PROPOSED PAVER BLOCK EXISTING SERVICE ROAD PROPOSED LANDSCAPE AREA- 960 SQ MTS. PROPOSED PAVER BLOCK KEY PLAN ROAD AND PAVER BLOCK FOR SECTOR 16
DENA BANK SHOPING
PAVER BLOCK
100 MM THK SAND FILLING (1:2 :4)
150 MM THK G.S.B.
DENA BANK SHOPING
NOTE:- 1 ALL DIMENSIONS
PAVERS BLOCK+0.16M LVL
PAVER BLOCK +0.08M LVL EXISTING ROAD ±0.0M LVL
COMPACTED EARTH AT BASE
section aa'
PAVER BLOCK
100 MM THK SAND FILLING (1:2 :4)
150 MM THK G.S.B.
PAVERS BLOCK+0.16M LVL
PAVER BLOCK +0.08M LVL
EXISTING ROAD ±0.0M LVL
COMPACTED EARTH AT BASE
PAVER BLOCK
100 MM THK SAND FILLING (1:2 :4)
150 MM THK G.S.B.
section bb'
ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE
HDFC BANK SHOPING
PAVER BLOCK
100 MM THK SAND FILLING (1:2 :4)
150 MM THK G.S.B.
PAVERS BLOCK+0.16M LVL
PAVER BLOCK +0.08M LVL
EXISTING ROAD ±0.0M LVL
section cc'
NIGAM BHAVAN
PAVERS BLOCK+0.16M LVL
PAVER BLOCK +0.08M LVL
EXISTING ROAD ±0.0M LVL
section dd'
REVISION DATE:----
SCALE : - N.T.S NORTH :
CLIENT - GANDHINAGAR MUNICIPAL CORPORATION
PROJECT:-
818.58 115.60 138.91 113.40 55.81 SECTOR 16 PROPOSED ROAD AND PAVER
DRAWN BY CHECK BY DRG.NO. PROJ.NO
REVISED BY
CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN
CLIENT
MEASURED 2. IN CASE
DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 4.6 DATE: 30 - 07 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. DEVELOPMENT OF ROAD AND PAVER BLOCK 3Y/21
ARE TO BE READ NOT TO BE
OF ANY
PROPOSED
KEY PLAN
AND
SECTOR
PROPOSED PAVER BLOCK EXISTING SERVICE ROAD PROPOSED LANDSCAPE AREA- 960 SQ MTS.
PAVER BLOCK
ROAD
PAVER BLOCK FOR
16
STORE ROOM ADMIN OFFICE 4.27 6.00 4.07 4.53 TYRE ROOM 39.05 28.54 BATTERY ROOM 4.27 6.00 3.00 6.00 RAMP UP 22.46 11.80 16.00 28.54 11.34 1.02 1.02 1.02 1.02 26.00 26.00 ELECTRIC 6.30 2.50 38.14 5.56 6.76 20.57
ENTRY-EXIT BUS STATION BUS PARKING
PARKING ENTRY OIL ROOM FUEL CABIN NEW BORE WASHING PLATFORM SEPTIC TANK TEMPLE OVER HEAD TANK PROPOSED TOILET BLOCK OLDPUMP U.G.W.T. 01 CAPACITY 5,0000LT. 2.00 3.00 PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY
BROUGHT
3. IN CASE OF
AMBIGUITIES
SITE,
ARCHITECT
BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 6.1 DATE: 25 - 08 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. SITE LAYOUT 24Y21 PROPOSED WORKSHOP FOR GSRTC (GUJARAT STATE ROAD TRANSPORT CORPORATION) VIRAMGAM BUS-STATION ,DIST-AHMEDBAD AREA CALCULATION PLOT AREA = 10262.30 SQ.MT WORKSHOP F.F BUILT UP AREA = 325.00 SQ.MT G.F.BUILT UP AREA = 1040.00SQ.MT TOTAL BUILT UP AREA = 1365.00 SQ.MT BUS WORKSHOP
MAIN
STAFF
SHOULD BE
TO THE NOTICE OF THE ARCHITECTURE.
ANY
ON
THE
SHOULD
STORE ROOM 5.54 x 6.00 ADMIN OFFICE 4.27 x 6.00 DM OFFICE 4.07 x 4.53 TYRE ROOM 4.27 x 6.00 39.05 28.54 BATTERY ROOM 4.27 x 6.00 DRIVER DUTY ROOM 3.00 x 6.00 RAMP UP 0.60 MT WIDE R.C.C CHHAJJA AT LINTEL LEVEL 0.90 MT WIDE CANOPY 22.46 11.80 16.00 28.54 11.34 1.02 1.02 1.02 1.02 26.00 26.00 DN DN DN DN ELECTRIC ROOM 6.30 x 2.50 UP WASH ROOM 2.40 x 1.35 PANTRY 2.40 x 1.35 38.14 5.56 6.76 20.57 B B' A B' C C' RIGHT SIDE ELEVATION LEFT SIDE ELEVATION FRONT ELEVATION BACK ELEVATION PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1
DIMENSIONS
BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 6.2 DATE: 25 - 08 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
24Y21
,DIST-AHMEDBAD AREA CALCULATION PLOT
F.F BUILT UP
= 325.00 SQ.MT
UP AREA
1040.00SQ.MT TOTAL BUILT UP AREA = 1365.00 SQ.MT BUS WORKSHOP
ALL
ARE TO BE READ NOT TO
GROUND FLOOR PLAN
PROPOSED WORKSHOP FOR GSRTC (GUJARAT STATE ROAD TRANSPORT CORPORATION) VIRAMGAM BUS-STATION
AREA = 10262.30 SQ.MT WORKSHOP
AREA
G.F.BUILT
=
LATEST REVISED DRAWING.
BRICK IS USED IN ALL MASONARY
RAMP UP RIGHT SIDE ELEVATION FRONT ELEVATION 39.05 28.54 22.46 11.80 28.54 11.34 38.14 1.02 1.02 1.02 1.02 26.00 26.00 DN DN DN DN LOCKER ROOM 4.68 X 2.50 BED BED BED SIDE TABLE BED BED BED BED BED BED BED BED BED BED BED SPACE FOR LOCKER LOWER TERRACE 4.07 x 6.00 SIDE TABLE SIDE TABLE SIDE TABLE SIDE TABLE SIDE TABLE SIDE TABLE SIDE TABLE SIDE TABLE SIDE TABLE SIDE TABLE SIDE TABLE SIDE TABLE SIDE TABLE DORMITORY 17.77 X 6.00 DRY PANTRY 4.27 X 4.14 DN VENTILATION AS PER SITE VENTILATION AS PER SITE VENTILATION AS PER SITE VENTILATION AS PER SITE 20.57 5.56 6.53 B B' A A' LEFT SIDE ELEVATION C C' BACK ELEVATION PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE
5.
RIYA TILVA NAMRATA 6.3
2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. FIRST FLOOR PLAN 24Y21 PROPOSED WORKSHOP FOR GSRTC (GUJARAT STATE ROAD TRANSPORT CORPORATION) VIRAMGAM BUS-STATION ,DIST-AHMEDBAD AREA CALCULATION PLOT AREA
10262.30 SQ.MT WORKSHOP F.F BUILT UP AREA = 325.00 SQ.MT G.F.BUILT UP AREA = 1040.00SQ.MT TOTAL BUILT UP AREA = 1365.00 SQ.MT BUS WORKSHOP
DATE: 25 - 08
=
ALL MASONARY
SECTION - AA'
SECTION - BB'
6.30 4.00 2.00 0.30 C O L U M N 0.30 3.85
W1 0.90 1.55 TYRE ROOM LVL+0.30 0.23 THK PARAPET WALL UPTO 0.30 MT HT 0.23 THK PARAPET WALL UPTO 0.30 MT HT WATER PROOFING WATER PROOFING 6.00 3.40 GROUND LVL +0.00 PLINTH LVL +0.30 SLAB LVL LVL +4.30 WORKSHOP ROOF LVL LVL +6.30 0.90 MT WIDE CHHAJJA AT BEAM BOTTOM LVL. 0.23 THK PARAPET WALL UPTO 0.30 MT HT DRY PANTRY 1.55 0.90 2.45 COLUMN DRY PANTRY ROOF LVL LVL +7.95 4.00 2.00 6.30 0.30 C O L U M N 1.35 1.80 0.30 3.85
0.65 2.90 3.55 W1 0.90 1.55 ADMIN OFFICE LVL+0.30 ELECTRICAL ROOM 0.23 THK PARAPET WALL UPTO 0.30 MT HT 0.23 THK PARAPET WALL UPTO 0.30 MT HT WATER PROOFING WATER PROOFING 6.00 3.40 GROUND LVL +0.00 PLINTH LVL +0.30 SLAB LVL LVL +4.30 WORKSHOP ROOF LVL LVL +6.30 0.90 MT WIDE CHHAJJA AT BEAM BOTTOM LVL. 3.50 0.60 0.23 THK PARAPET WALL UPTO 0.30 MT HT LOCKER ROOM DORMITORY W 1.55 0.90 2.45 COLUMN COLUMN D D1 DORMITORY ROOF LVL LVL +7.95 0.60 0.90 1.55 2.45 W R.C.C CHHAJJA AT LINTEL LEVEL D1 D1 0.60 0.90 1.55 W R.C.C CHHAJJA AT LINTEL LEVEL V SECTION CC' GROUND LVL +0.00 PLINTH LVL +0.30 WORKSHOP ROOF LVL LVL +6.30 DRY PANTRY ROOF LVL LVL +7.95 3.50 LOWER TERRACE D W 1.55 0.90 2.45 W W W W V V COLUMN COLUMN COLUMN COLUMN COLUMN COLUMN 1.65 PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE
BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN
RIYA TILVA NAMRATA 6.4
25 - 08 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT.
24Y21 PROPOSED WORKSHOP
GSRTC (GUJARAT
BUS-STATION ,DIST-AHMEDBAD AREA CALCULATION
UP AREA = 325.00 SQ.MT
AREA
1040.00SQ.MT
BUILT UP AREA
1365.00 SQ.MT BUS WORKSHOP
NOTE:- 1 ALL DIMENSIONS ARE TO
DATE:
SECTIONS
FOR
STATE ROAD TRANSPORT CORPORATION) VIRAMGAM
PLOT AREA = 10262.30 SQ.MT WORKSHOP F.F BUILT
G.F.BUILT UP
=
TOTAL
=
4.00 2.00 6.30 0.30 0.30 GROUND LVL +0.00 PLINTH LVL +0.30 SLAB LVL LVL +4.30 ROOF LVL LVL +6.30 W W W W W W W 1.55 0.90 2.45 1.55 0.90 2.45 1.55 0.90 2.45 1.55 0.90 2.45 R.C.C CHHAJJA AT LINTEL LEVEL R.C.C CHHAJJA AT LINTEL LEVEL RIGHT SIDE ELEVATION 4.00 2.00 6.30 0.30 1.95 GROUND LVL +0.00 PLINTH LVL +0.30 SLAB LVL LVL +4.30 WORKSHOP ROOF LVL LVL +6.30 W W W W 1.55 0.90 2.45 1.55 0.90 2.45 R.C.C CHHAJJA AT LINTEL LEVEL R.C.C CHHAJJA AT LINTEL LEVEL LEFT SIDE ELEVATION 0.60 V V V W R.C.C CHHAJJA AT LINTEL LEVEL D1 W 7.95 DRY PANTRY ROOF LVL LVL +7.95 V V V V W W W W W W W W W W W W W W D D D D D GROUND LVL +0.00 PLINTH LVL +0.30 WORKSHOP ROOF LVL LVL +6.30 DRY PANTRY ROOF LVL LVL +7.95 GROUND LVL +0.00 PLINTH LVL +0.30 WORKSHOP ROOF LVL LVL +6.30 DRY PANTRY ROOF LVL LVL +7.95 FRONT ELEVATION BACK ELEVATION DRY PANTRY ROOF LVL LVL +7.95 PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 6.5 DATE: 25 - 08 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. ELEVATIONS 24Y21 PROPOSED WORKSHOP FOR GSRTC (GUJARAT STATE ROAD TRANSPORT CORPORATION) VIRAMGAM BUS-STATION ,DIST-AHMEDBAD AREA CALCULATION PLOT AREA = 10262.30 SQ.MT WORKSHOP F.F BUILT UP AREA = 325.00 SQ.MT G.F.BUILT UP AREA = 1040.00SQ.MT TOTAL BUILT UP AREA = 1365.00 SQ.MT BUS WORKSHOP
NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED
2.
ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE
/SURGERY O.T.S. 25.65 37.85 1(BED) 12.70 57.88 26.00 26.00 45.80 70.98 OLDBUILDING BUILDINGOLD QUARTERS C QUARTERS C QUARTERS B QUARTERS A HOSPITAL AREA TALUKA HEAD OFFICE STRUCTURE STRUCTURE QUATER CHILD HOSPITAL STORE ROOM UNDERGROUNDTANK BOR ROOM GARDEN AREA STRUCTURE UNDERGROUNDTANK TANKGROUNDUNDER TOILET WATERDRINKING ROOM OLD QUARTER STORE ROOM QUARTERS QUARTERS QUARTERS B QUARTERS A C.C ROAD C.C ROAD C.C ROAD C.C ROAD OLD WATER TANK OLD WATER TANK 13.26 3.45 142.60 43.69 25.33 50.83 71.38 39.36 17.03 54.05 121.91 8.09 17.84 20.06 185.38 126.29 14.80 2.8346 3.2406 NO.1 NO.2 NO.3 NO.4 NO.5 NO.6 4.5879 11.7756 4.5734 3.5880 3.5228 3.6167 3.5369 3.5719 NO.7 NO.8 NO.7 NO.8 NO.9 NO.10 NO.11 NO.12 NO.13 NO.14 NO.15 NO.16 NO.17 NO.18 NO.19 NO.20 NO.21 NO.22 NO.23 ROOM NO.24 21.65 23.02 34.70 NO. 30 NO. 31 28.39 7.5121 5.8265 UNDERGROUNDTANK PUMPSED NO.25 NO.26 7.50 2.50 ROAD MAIN ENTRY 19.91 15.01 EXIT BOR WHEELERS PARKING 6M WIDE ROAD POLICE RM 5.00 4.00 SUB DISTRICT HOSPITAL, ANJAR,KACHCHH SITE PLAN CLIENT:- PROJECT IMPLEMENTATION UNIT PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN
IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 7.1 DATE: 29 - 10 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. 3076 SQM 5925 SQM 2849 SQM PROPOSED BUILDING AREA GROUND FLOOR BUILTUP AREA TOTAL BUILTUP AREA FIRST FLOOR BUILTUP AREA TOILET & DRINKING WATER CIRCULATION ADMINSTRATION O.P.D. LABS GYNEC TRAUMA LEGENDS:O.T.S AREA CALCULATION
AREA CALCULATION
SCHEDULE OF DOORS,WINDOWS &
TOILET 1.50 1.50 D5 D5 TOILET 1.50 1.50 W2 TRIAGE ROOM 4.10 6.40 RECEPTION 6.20 3.45 LIFT CASE ROOM 6.00 x 6.60 OFFICE 6.30 x 4.25 PHARMACY 6.30 x 6.70 STORE 3.90 x 6.30 MAIN ENTRANCE 6.45 X 3.20 DRESSING RM 3.20 X 4.40 ECG ROOM 2.90 X 4.40 NURSE ROOM 4.10 x 3.17 DOCTOR ROOM 4.10 x 3.10 MINOR OT 6.50 x 6.95 SCRUB 3.00 x 2.60 DENTAL O.P.D RM-7 2.85 X 4.40 DENTAL OT /SURGERY 3.60 X 6.20 O.P.D ROOM-1 6.30 X 3.10 RECEPTION 6.40 4.65 WAITING 4.30 x 7.30 I.C.U. 12.90 5.85 TOILET 1.50 2.00 INSTRUMENT ROOM 3.40 2.60 TOILET 1.50 1.80 TOILET 1.50 1.80 O.T.S. 25.65 x 37.85 WAITING 20.10 x 6.25 TOILET 1.50 1.80 TOILET 1.50 1.80 TOILET 1.50 1.50 STORE ROOM 6.50 3.45 WAITING 4.30 x 7.30 3.00 M WIDE PASSAGE 2.00 M WIDE PASSAGE 2.00 M WIDE PASSAGE 3.10 M WIDE PASSAGE 2.50 M WIDE PASSAGE W1 W1 W1 D1 D1 D4 D4 D4 D4 D4 D4 D4 D4 D4 D5 D5 D5 D2 D2 W1 W1 SONOGRAPHY ROOM 4.40 X 3.15 ANC ROOM 3.00 X 4.50 PP UNIT 3.00 X 4.50 PNC ROOM 4.40 X 4.25 GYNEC O.P.D RM-8 4.40 X 3.15 GYNEC WAITING 8.50 x 8.00 W4 D4 TOILET 2.15 1.80 D5 TOILET 2.15 1.80 3.00 M WIDE PASSAGE TOILET 1.50 1.80 TOILET 1.50 1.80 TOILET 1380 X 1950 NURSE ROOM 4.10 x 3.20 DOCTOR ROOM 4.10 x 3.20 FEMALE WARD 12.90 6.15 W1 V1 WAITING AREA 8.70 x 6.45 RAMP WATER X - RAY 8.75 X 6.30 LABORATORY 6.40 X 13.20 REG & BILLING 3.90 x 6.30 EMERGENCY ENTRY O.P.D ROOM-2 6.30 3.10 O.P.D ROOM-3 6.30 3.10 O.P.D ROOM-4 6.30 3.10 O.P.D ROOM-5 6.30 3.10 O.P.D ROOM-6 6.30 3.10 TOILET 1.50 1.80 D5 UP RAMP (LABOR ROOM) 5.23X 9.85 pass box BMW SCRUB 2.80 X 3.10 pass box CHANGE D1 SONOGRAPHY 4.60 X 6.30 WAITING AREA 3.95 X 6.30 MALE TOILET 4.60 X 4.60 FEMALE TOILET 4.60 4.60 W.C. 1.50 1.50 DISABLE TOILET 1.80 2.10 V1 ASSISTANT HOSPITAL ADMIN 6.30 5.00 TOILET 1.50 1.80 TOILET 1.50 1.80 D5 NURSING HEAD 6.30 5.15 RMO CABIN 6.30 5.15 D5 TOILET 1.80 1.80 ANTE ROOM 1.80 X 3.24 D4 RECORD 6.90 X 3.75 PANTRY 2.80 X 4.80 D3 D3 D3 WAITING AREA 6.40 x 4.25 4 BED 1 BED NEW BORN EXAM.RM 3.70 X 3.75 ECLAMPSIA 1(BED) 5.00 X 5.75 SEPTIC LABOUR 1 (BED) 5.30 X 5.75 SEPTIC AREA 2.00 X 6.95 PRE LABOUR (1 BED) 3.20 X 6.95 3 M WIDE PASSAGE SURGEON ANESTHETIC DR CABIN 1 (BED) 3.40 X 5.75 PREPARATION PRE LABOUR (1 BED) 7.50 X 5.75 RECOVERY RM. 11.80 X 3.75 STERIL RM. 2.45 2.00 AUTOCLAVE 2.76 X 2.00 WASH 2.36 X 2.00 2.10 X 1.70 2.80 X 2.55 12.70 57.88 26.00 26.00 6.45 M WIDE PASSAGE W1 DRINKING WATER V1 V1 W.C. 1.50 1.50 W.C. 1.50 1.50 W.C. 1.50 1.50 W.C. 1.50 1.50 W.C. 1.50 1.50 SERVICE ENTRY D5 W1 3.00 M WIDE PASSAGE 3.00 M WIDE PASSAGE DINDAYAL ROOM 3.92 X 6.00 STORE ROOM 3.92 X 6.00 UP W2 W2 W1 W2 W2 W2 W1 V1 W3 W3 W3 W3 W3 W4 D4 W4 W2 W2 W2 W3 45.80 70.98 W5 W4 POWER ROOM 2.30 X 3.75 UP V1 V1 W2 D3 W1 W4 W4 W4 W4 W4 W4 W4 W4 2.00 M WIDE PASSAGE V1 W2 D4 D4 D1 pass box 2.10 WIDE PASSAGE W3 3 M WIDE PASSAGE
GROUND
SIZE SILL LINTEL REMARK DOOR SCHEDULE 3.00 x 2.40 ENTRANCE FOYER WINDOW SCHEDULE 1.70 x 1.50 1.50 ROOMS VENT SCHEDULE 600 x 600 BATH & W.C. 3.301.80 x 2.402.00 x 2.401.20 x 2.401.00 x 2.400.75 x 2.10 TOILET 2.45 x 1.50 ROOMS 1.20 x 1.50 MARK D D1 D2 D3 D4 D5 W1 W2 W3 V1 1.50 x 2.40 D6 0.90 x 2.40 D8 TOTAL 1 5 2 14 30 23 7 1 4.10 x 1.50 1.00 x 1.50 W6 W7 ROOMS ROOMS ROOMS 6 3 9 2 2 211.50 x 2.40 D7 TOILET 11.80 x 1.50 1.50 x 1.50 W4 W5 ROOMS ROOMS 27 6 1.50 1.50 1.50 1.50 1.50 1.50 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 2.70 3.30 SUB DISTRICT HOSPITAL, ANJAR,KACHCHH GROUND FLOOR PLAN CLIENT:- PROJECT IMPLEMENTATION UNIT PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 7.2 DATE: 29 - 10 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. 3076 SQM 5925 SQM 2849 SQM PROPOSED BUILDING AREA GROUND FLOOR BUILTUP AREA TOTAL BUILTUP AREA FIRST FLOOR BUILTUP AREA TOILET & DRINKING WATER CIRCULATION ADMINSTRATION O.P.D. LABS GYNEC TRAUMA LEGENDS:O.T.S
VENTS FOR
FLOOR
SCHEDULE OF DOORS,WINDOWS
LIFT RECORD ROOM 6.30 x 4.25 3.00 M WIDE PASSAGE 3.00 M WIDE PASSAGE WAITING NURSE ROOM 4.10 x 3.00 DOCTOR ROOM 4.10 x 3.00 8 BEDED WARD 12.60 6.20 W1 W1 D1 D4 D4 WAITING AREA 12.60 x 6.20 DOWN RAMP O.T. 7.50 X 6.00 OT 7.50 X 6.00 SCRUB 2.80 X 2.80 INSTRUMENTAL ROOM 2.80 X 2.80 POST ROOM 7.50 X 4.00 PRE ANESTHESIA BED 2.80 X 4.00 STERLE STORE 2.80 X 400 MOBILE X-RAY 2.80 X 4.00 OT ASST. 2.80 X 4.00 TOILET 1380 1950 TOILET 1380 1950 PRE ROOM 5.00 X 6.00 CHANGE ROOM 5.20 6.00 SURGEON 4.80 X 6.00 MALE 2.55 x 2.40 TOILET 1380 X 1950 ANESTHETIST 4.50 X 6.00 NURSE DUTY ROOM 2.80 X 4.00 NICU 12.90 x 12.50 TOILET 1.50 1.50 TERRACE 18.90 X 13.20 O.T. 7.50 X 6.00 SCRUB 3.00 X 3.30 INSTRUMENTAL ROOM 3.00 X 3.30 SPECIAL ROOM -4 3.13 6.10 TOILET 1.80 1.50 TOILET 1.80 1.50 TOILET 1.80 1.50 TOILET 1.70 1.50 D5 D5 D5 SEMI SPECIAL ROOM -1 6.30 3.10 TOILET 1.80 1.50 DOCTOR ROOM NURSING STATION 2.00 x 3.60 NURSE ROOM 2.00 x 3.60 2 M WIDE PASSAGE D3 ANTE ROOM 2.10 4.40 TOILET 2.10 1.80 MEETING ROOM 6.10 X 6.30 ACCOUNTS 6.30 X 6.10 NURSING HEAD 4.10 X 3.05 STORE ROOM 2.10 X 3.05 PANTRY 2.60 X 4.60 SUPERINTENDENT OFFICE 4.35 X 6.30 ADMINISTRATIVE 6.10 X 6.10 D3 12 BEDED WARD W1 W1 TOILET 1.2 1.5 12 BEDED WARD WAITING AREA 12.60 6.20 D1 D1 NURSE ROOM 4.10 3.10 D4 D4 DOCTOR ROOM 4.10 x 3.10 TOILET 1.2 1.5 W2 W2 1 BED 1 BED 1 BED SPECIAL ROOM -3 3.13 6.10 SPECIAL ROOM -2 3.13 6.10 SPECIAL ROOM -1 3.13 6.10 FEMALE TOILET 4.60 X 4.60 W.C. 1.50 1.50 W.C. 1.50 1.50 W.C. 1.50 1.50 W.C. 1.50 1.50 W.C. 1.50 1.50 W.C. 1.50 1.50 TOILET 1.80 1.50 D5 FEMALE 2.55 x 2.40 3.00 M WIDE PASSAGE TOILET 1.2 1.5 3.00 M WIDE PASSAGE W1 TOILET 1.2 1.5 D1 D4 D4 WAITING AREA 12.60 x 6.20 NURSE ROOM 4.10 3.10 DOCTOR ROOM 4.10 x 3.10 12 BEDED WARD TOILET 1.2 1.5 TOILET 1.2 1.5 3.00 M WIDE PASSAGE O.T.S. 25.65 x 37.85 SEMI SPECIAL ROOM -2 6.30 3.10 DOWN WATER COOLER DISABLE TOILET 1.80 X 2.10 3.29 MALE TOILET 4.60 X 4.60 TOILET 1.50 x 1.50 D5 D5 TOILET 1.50 x 1.50 W2 W2 W2 D4 W2 W2 3.90 M WIDE PASSAGE W2 W3 W3 W3 W1 57.88 53.50 70.98 19.80 19.80 58.50 W1
& VENTS FOR FIRST FLOOR SIZE SILL LINTEL REMARK DOOR SCHEDULE WINDOW SCHEDULE 1.70 x 1.50 1.50 ROOMS VENT SCHEDULE 0.60 x 0.60 BATH & W.C. 3.301.80 x 2.402.00 x 2.401.20 x 2.401.00 x 2.400.75 x 2.10 TOILET 2.45 x 1.50 ROOMS 1.20 x 1.50 MARK D1 D2 D3 D4 D5 W1 W2 W3 V1 1.50 x 2.40 D6 0.90 x 2.40 D8 TOTAL 18 3 17 27 27 2 2 4.10 x 1.50 1.00 x 1.50 W6 W7 ROOMS ROOMS ROOMS 1 6 11 5 1 271.50 x 2.40 D7 TOILET 11.80 x 1.50 1.50 x 1.50 W4 W5 ROOMS ROOMS 19 4 1.50 1.50 1.50 1.50 1.50 1.50 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 2.70 3.30 1.20 x 0.60 BATH & W.C. V2 2 2.70 3.30 SUB
FIRST FLOOR PLAN CLIENT:-
UNIT PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S
REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE
4.
5.
RIYA TILVA NAMRATA 7.3 DATE: 29 - 10 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. 3076 SQM 5925 SQM 2849 SQM PROPOSED BUILDING AREA GROUND FLOOR BUILTUP AREA TOTAL BUILTUP AREA FIRST FLOOR BUILTUP AREA TOILET
CIRCULATION ADMINSTRATION O.P.D. LABS GYNEC TRAUMA LEGENDS:O.T.S AREA CALCULATION
DISTRICT HOSPITAL, ANJAR,KACHCHH
PROJECT IMPLEMENTATION
NORTH :
PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES.
REFER THE LATEST REVISED DRAWING.
BRICK IS USED IN ALL MASONARY
& DRINKING WATER
FEMALE WARD DINDAYAL STORE ROOM STORE ROOM MINOR OT I.C.U. WAITING AREA WAITING AREA X RAY FRONT ELEVATION SECTION- AA' W1 W1 W1 W1 D4 D4 8 BEDED WARD O.T. WAITING AREA 12 BEDED WARD WAITING AREA 12 BEDED WARD MEETING ROOM NURSING HEAD W1 W1 W2 W2 D3 D4 D4 D4 D4 LEFT ELEVATION BACK ELEVATION RIGHT ELEVATION 6.70 6.70 SUB DISTRICT HOSPITAL, ANJAR,KACHCHH SECTION & ELEVATIONS CLIENT:- PROJECT IMPLEMENTATION UNIT PROJECT:REVISION DATE:---DRAWN BY CHECK BY DRG.NO. PROJ.NO SCALE : - N.T.S NORTH : REVISED BY CLIENT CONTRACTOR PMC/T.P.I. NO. DATE REVISION R1 COPY FOR INTERN ARCHITECTURE/ ENGINEER STRUCTURE CONSULTANT SIGNATURE NOTE:- 1 ALL DIMENSIONS ARE TO BE READ NOT TO BE MEASURED 2. IN CASE OF ANY DISCREPANCY BETWEEN ARCHITECTURE DRAWINGS & OTHER DRAWINGS. DISCREPANCY SHOULD BE BROUGHT TO THE NOTICE OF THE ARCHITECTURE. 3. IN CASE OF ANY AMBIGUITIES ON SITE, THE ARCHITECT SHOULD BE INFORM FIRST & TO HAVE PRIOR PERMISSION OF ARCHITECT BEFORE MAKING ANY CHANGES. 4. REFER THE LATEST REVISED DRAWING. 5. BRICK IS USED IN ALL MASONARY RIYA TILVA NAMRATA 7.4 DATE: 29 - 10 2021 JAYESH A DALAL Planning & Engineering Services Pvt Ltd "JALARAM SHAKTI", BESIDE DHAWALGIRI APARTMENT, NR.LOURD'S CONVENT SCHOOL,ATHWALINES,SURAT. 3076 SQM 5925 SQM 2849 SQM PROPOSED BUILDING AREA GROUND FLOOR BUILTUP AREA TOTAL BUILTUP AREA FIRST FLOOR BUILTUP AREA AREA CALCULATION
