block-p block-f block-j scale : 1cm=2.00 mt...

D= UP TO UNDER GROUND ll nd (SECIND) RIVER (AQUIFER)

125 MM

DIA. GRAVEL

AND PART TH

ERE OF IT. NOTE:- STRU

CTURE DESIGN AS PER STRUCTURAL ENGINEER

FOR BUILDIN

G UNIT 1500.00 SQ.M

TS. OR M

ORE AND

UP TO 4000.00 SQ.M

TS.

PERCOLATION

WELL (N

OT TO SCALE)

PACKING

STAINER

PERFORATED R.C.C SLAB

450 MM

DIA. BORE

200 MM

DIA. STANER PIPE

300 MM

DIA. P.V.C. PIPE

G.FG.F

10.00 M

AIR VENT

SIZE:- 2.00 X 2.00 X 2.50 M

PEA GRAVEL 300 m

m

C.C CHAN

NEL W

ITH C.IO

N TOP OF CHANNEL

GRAVEL 300 m

m

CATCH PIT W

ITH FILTATION

MED

IA

THE BASIC REQUIREMENTS FOR FIRE

PROTECTION OF HIGH-RISE BUILDING IN AMC AND AUDA AREA

ON/OFF switches located near the hose reel hose or hydrant outlet, at each floor for them

ain Fire-Pump at the underground water tank with a capicity to dischrge 900 liters per

minute at 3 bar pressure as m

easured at the terrace level should be installed.The Riser for the buildings exceeding 18 m

eters and above 18 meters height should not be

of less than 100 mm

. internal diameter. The riser should be connected to the bottom

of theterrace tank with a stop valve and a NRV to act as a Down-com

erOne riser is required for every 1000 sq. m

eters floor area and if the building is divided into,two or m

ore parts then each part should have a separate riser with all the fittings at eachfloor level. Each floor should have one hydrant outlet with a coupling for attaching a 63 m

m.

dia. hose & 25 m

m. bore Hose-reel hose with 8 m

m. SS. Shut-off nozzle at each floor

landing. The length of the hose reel hose should be enough to reach the farthest corner of thefloor. Hose-box with 15 m

eters long 63 mm

. dia. hose and 12.5 mm

. bore nozzle at alternatefloors. The Hose-reel hose should be coupled to the Riser.Fire-service inlet should be installed at a point near the entry to the prem

ises where a Fireservice vehicle can approach easily.A perm

enent hydrant point comprising of 63 m

m dia size 2nos of hydrant valves should be

installed at the terrace level.Overhead tank Refilling bypass connection sould be done at The terrace level.The Overhead tank shall be of a capicity of not less than 20.000 litres. The Undergroundtank shall be of not less than 1,00,000 liters.

1. HYDRANT SYSTEM:

2. FIRE LIFT:

The Fire-Lift and all the lifts should have a provision to ground automatically in case of

electricity failure. Each building should have at least one lift as a Fire-Lift and if the buildingis divided into two or m

ore parts then each part should have a Fire-Lift. Lift-well should haveblowers to pressurize the lift-well so connected that it will autom

atically operate whene alarmcall point is operate, so that it prevents that lift well getting sm

oke logged.

3. FIRE ALARM:

Fire alarm call point to be installed at each floor withy sounders capable of being heard all

throughout the building.

4. FIRE EXTINGUISHERS:

One Carbon Dioxide (CO2) type extinguisher of 4.5 kg. with ISI mark. and one extinguisher

of 5kg. Dry Chemical Powder (DCP) type extinguisher with ISI m

ark to be installed on eachfloor in case of com

mercial building.

One Carbon Dioxide (CO2) type extinguisher of 4.5 kg. with ISI mark. OR Two Carbon

Dioxide (CO2) type extinguisher of 2 kg. with ISI mark capacity on each floor and 5kg. Dry

Chemical Powder (DCP) with ISI m

ark type extinguisher on alternate floors in case ofresidentiall buildings.

If the building is divided into two or more parts then each part should have these extinguishers

installed.

5. STAIRCASE:

The staircase has to be open from at least one or two sides but if the syaircase is in the centre

core of the building it has to be pressurized to prevent it fromgetting sm

oke logged.

The Riser / Down-comer should be located in the staircase or close to in to m

ake it easilyapproachable in case of Fire from

the floor below.

6. BASEMENT:

The basement of 200 sq. m

etres or more should be protected with Autom

atic Sprinkler systemwith at least one sprinkler head for actual Car aprking space.

Additionally be protected by a Hydrant outlet and two 25 mm

. bore Hose-reel hoses with 8 mm

.bore npzzles at each basem

ent level.7. LIGHTENING ARRESTER :

A lightening arrester should also be installed and be properly earthed to perevent damage to

the building when the lightening strikes.

8. PHOTO LUMINESCENT (AUTO GLOW

) SIGNAGE'S :

If the building falls in a confined area or if it has an inclosed staircase or is not well lit-up onthe inside, then adequate photo lum

inescent ( auto glow ) signage's should be displayed ateach floor / landing / pathway / dead-end and along all exit routes leading to the ground level.The signage should indicate fire fighting, fire safety, first-id and other safety equipm

ent presenton the respective floor/landing/pathway/dead-end and along all exit routes leading to theground level.9. ELECTRIC POW

ER SUPPLY TO THE ENTIRE FIRE-SAFETY SYSTEM

Electricity supply to the fire pump, fire alarm

system, staircase pressurization system

and firelift sould be m

ade available from the m

ain Electrical supplay. ( i.e. from Electrical power suply

of the company ) This is to ensure availability of power supplay to the fire Protection & Safety

system even after the m

ain electrical supplay to the building is switched off at the time of fire.

v IM

PORTANT INSTRUCTIONAfter inspection of a low-rise building by the fire service authority, if the fire officer concerdfeels the need for additional fire prevention / protection m

easures / ventilation system required

or equipment ( i.e. Passive system

/ Suppression system / Fire door - W

indow / Detectionsystem

/ Active system / Sprinkler / Drencher etc. ) as per Fire load / Fire risk / Public gathering.

Potential / Occupancy / Confined area, those additional measures / equipm

ent have to beim

plemented / installed.

10. FIRE ALARM CALL POINTS.

EACH FLOOR HAVE A FIRE ALARM CALL POINT INSTALLED.

SYMBOL

DESCRIPTION

FIRE HYDRANT EXSTEMPIPE

O.C.R. OR C.P.L.ON SINGLE HEADED HYDRANT VALVE

SLUICE VALVENON RETUNT VALVE

TWO W

AY STANESE CONNECTION

RISE OR DROP

REDUCER

FIRE HOUSE REE.

FIRE HOUSE BOX

AIR RELEASE VALVELANDING HYDRANT VALVE

COURT YARD HYDRANT VALVE

(THIS IS ON

LY SKETCH PLAN)

1 2 . 0 0 M T . W

I D E T . P . S . R O A D

1 8 . 0 0 M T . W I D E T . P . S . R O A D

106.53

ADJ. F.P. NO.:- 119

ICa1

MHa8

ICa2

MHa6

MHa7

1.92 M T W

I D E W A L K W

A Y

MHa1

MHa2

MHa3

MHa4

MHa5

1:12 PADESTRIAN EAM

P

1.92 M T W

I D E W A L K W

A Y1:12 PADESTRIAN

RAMP

.115

1:12 PADESTRIAN RAM

P1.92 M

T W I D E W

A L K W A Y

1:12 PADESTRIAN RAM

P

1.92 M T W

I D E W A L K W

A Y

MHc4

MHc5

MHc2

MHc1

ICc1

ICc2

MHc5 M

Hc6

MHc7

ICc3

MHa6

IC1

MHe2

MHe3

MHe2

MHe3

1.92 M T W

I D E W

A L K W A Y

1:12 PADESTRIAN RAMP

1.92 M T W

I D E W

A L K W A Y


12.98

1.51

4.4110.08

24.91

1.50

7.01

4.50

1.50

9.482.49

1.50

4.41

U.G.W.T.

GRAY U.G.W.T.

TREATED

USE ONLYRECYCLING

UNIT

SPACE FOR DOOR TODOOR DUST BINPICK-UP

SUFFICIENT REQUIREMENTSRAIN WATER STORAGE TANK OF

7 . 5 0 M T W

I D E R O A D (TOTAL ROAD LENGTH 147.04 MT.)

7 . 5 0 M T W

I D E R O A D

7 . 5 0 M T W I D E R O A D

7 . 5 0 M T W I D E R O A D 49.13

50.40

24.66

22.85

3.00

3.00

3.00 3.00

4.00

4.00

43.605

13.095

56.84

16.40 4.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

49.7515.055

43.625

13.095

6.00

6.00

6.00

6.00

4.52

7.18

4.50

4.04 4.73

3.00

3.00

3.00

3.00

6.00

6.00

3.01

45.24

16.35

4.00

4.03

4.22

5.66

9.59

01

02

0304

05

06

07

08

09

1011

12

13

14

15

16

17

18

19

20

21

23 22

24

2526

27

28

29

Thick Plantation[C]

Thick Plantation[F]

Thick Plantation[G]

Thick Plantation[H]

Thick Plantation

[I]

Thick Plantation[K]

Thick Plantation[J]

BLOCK-A

BLOCK-B

BLOCK-C

BLOCK-D

BLOCK-EBLOCK-F

BLOCK-H

BLOCK-I

BLOCK-J

BLOCK-K

BLOCK-L

BLOCK-MBLOCK-N

100.05

105.65

6.00

6.00

6.00

6.00

ADJ. F.P. NO.:- 51

ADJ. S.P. NO.:- 2


1.80 M T W I D E W A L K W A Y



1:12 PADESTRIAN RAMP1.80 M T W I D E W A L K W A Y




1.50

1.342.41

3.00

3.00

6.78

20.16

7.38

16.41

5.06

21.49

12.07

11.26

1.43

11.78

3.36

5.98

15.99

1.34

1.50

2.41

1.341.50 2.41

1.50

1.34

2.41

[D]

[E]

[E]

[E][E]

ICa1

MHa1

MHa2

MHa3

MHa4

MHa8

MHa7

MHa6

MHa5

ICa1

CONTAINERGARBAGE SPACE FOR










ICc2

ICc1

MHa1

MHa2

MHa3 M

Ha4

MHa5

MHa6

MHa7

MHa8

ICc3

MHa9

MHa10

MHa11

MHa12

MHc3

MHc8 M

Hc9

MHc10

MHc11

MHe4

MHe4

MHe5

MH

e5ICe2

ICe2

MHe6

MH

e6

MHe7

MHe7

MHe13

MHe13

ICe1

ICe3ICe3

MH

e1

MHe1

ICe1

ICe2

ICe2 MH

e8

MHe8

ICe4ICe4

MHe9M

He9 M

He10

MHe10

MHe11

MHe11

MHe12

MHe12

MHg1

MHg1

ICg1

ICg1M

Hg2

MHg2

MHg3

MHg3

MHg4

ICm3 ICm

3M

Hm5

MHm

11

MHm

6

MHm

12

MHm

7

MHm

13

MHm

14

MHm

8M

Hm9

MHm

10M

Hm9

MHm

10

ICm2ICm

2MHm

11

MHm

8M

Hm7

MHm

12

MHm

6

MHm

13M

Hm14 M

Hm5

ICm1

ICm1

MHm

1

MHm

1

MHm

2

MHm

2

MHm

3

MHm

3

MHm

4

MHm

4

ICh1

ICh1

MHh1

MHh1

MHh2

MHh2

MHh3 M

Hh3

MHh4

MHh4

ICh3ICh3

MHh5

MHh5 M

Hh6

MHh6

MHh13

MHh13

MHh12

MHh12

MHh11M

Hh11

MHh10

MHh10

MHh9M

Hh9

MHh8

MHh7

MHh8

MHh7

ICh2

ICh2

ICj1

ICj1

MHj1

MHj1

MHj2

MHj3

MHj4

MH

j2M

Hj3

MHj4

MHj5

MHj5

MHj20

MHj6

MHj7

MHj8

MHj9

MHj10

MHj11

MHj12

MHj13

MHj20

MHj19

MHj14

MHj15

MHj16

MHj17

MHj18

ICj2

ICj2

ICj3ICj5

ICj3ICj5

ICj4

ICj4ICj6

ICj6

MH

j6M

Hj7M

Hj8M

Hj9

MHj10M

Hj11M

Hj12M

Hj13M

Hj14M

Hj15M

Hj16M

Hj17M

Hj18M

Hj19

2.49 1.25[B]

[B]

2.49

1.25

BLOCK-GCONTAINERGARBAGE SPACE FOR

PLAT FORM

DN TO CELLAR

6.14 M. W

I D E ( CELLAR ) D R I V E W AY

SLOPE IN 1:7 RAMP LENGTH 25.00 M

T

12

34

56

78

910

1112

1314

1516

1718

21

BLOCK-OU.G.W

.T.FIRE TANK

BELOW

EXI. MUN. M

.H

1.001.00

1.001.00

1.001.00

1.001.00

1.00 1.00

1.00

1.00

1.00

1.00

1.00

1.00

1.001.00

1.001.00

1.001.00

17.87

16.35

8.61

7.14

LAYOUT PLAN

SCALE : 1CM=

2.00 MT

N

TOTAL NO. OF UNIT - 389 NOS.PER UNIT REQ 10 LTRS 1 CONTAINER

CONTAINER BIN CALC. :- 48.63 NOS.=

TOTAL NO. = 389 / 8

80 LTRS = 8 UNITS

49 NOS.REQ. REFUSED CONT.

MAXI.CAPACITY OF CONTAINER 80 LTRS

PROVI. 49 NOS. 80 LTRS CONTAINER OF CAPACITY

25458.83

16992.00

USE : RESIDENCE(DWELLING-3)+

COMM

. SHOPSZONE AS PER RDP 2021 :

SCALE :1CM =

2.00 MT

TOTAL UTILISED F.S.I. AREA

PERMI. F.S.I. AREA (1:1.8) ( 9440.00 X 1.8 )

AREA TABLE :-IN SQ M

T

PERMI. CHARGEBLE F.S.I. @

0.90 (9440.00 X 0.90)8496.00

AUTHORITY

9440.00PLOT AREA OF S.P. NO. :- 1(F.P. NO.-40/2)

BLOCK :-

REQ.200.00 SQM

T = 3 TREE

9440.0X3/200 SMT =

141.60SAY REQ.TREE =

142 NOS.

TREE PLANTATION CALC :-

PROVI.TREE = 142 NOS.

PROVI. P.WELL =

3 NOS.SAY REQ. P.W

ELL = 3 NOS.

9440.00 / 4000.00 = 2.36 NOS.

REQ. 1500 TO 4000 SMT=

1 NOS.

PERCOLATING WELL CALC:-

SAY 49=

CHARGEBLE F.S.I. AREA (25458.83-16992.00)8466.83

MAXIM

UM PERM

I. F.S.I.@ 2.7 (9440.00 X 2.7)

25488.00

LAY OUT PLAN SHOWING PROP. RESI.+

COMM

. FLAT TYPE (AFFORDABLE HOUSING PROJECT) BUILD. ON S.P. NO.- 1 OF F.P. NO :- 40/2 OF T.P.S. NO.-80 -VATVA-6 DRAFT SANCTION [ R. SUR NO :- 589,591 &

599

PARKING

PROP.DRAIN

ROAD

PROP.WORK

FP BOUNDARY

COLOUR NOTE :-

TREE

P.W.

CERTIFY THAT THE PLOT UNDER REFERANCE WAS SURVEYED BY M

E ON Dt.05/07/2013 & THE DIMENSIONS OF

THE AREA STATED IN DOCUMENT OF OW

NERSHIP / TOWN- PLANNING RECORD.

SIDES ETC. OF PLOT STATE ON PLAN AREA AS MEASURE ON SITE AND THE AREA SO W

ORKED OUT TALLIES WITH

CERTIFICATES:-

CAN GET CONNECTION AS SHOWN IN PLAN.

THE DEPTH POSITION EXI. MH IS CHECKED &

VERIFIED PERSNALLY BY ME ON SITE PREM

ICESDRAINAGE CERTIFICATES

:- SUFFICIENT NUMBER OF DOW

NTAKE PIPES AND SUCH PIPES SHALL BE SO FIXED AS TO DISCHARGE THE

ECT. SHALL NOT BE LESS THAN 1.15 MTS. FROM

THE FINISHING FLOOR LEVEL AND MORE THAN

NO ROOF OR TERRACE ABUTTING ON A PUBLIC STREET SHALL BE CONSTRUCTED WITHOUT PROVIDING

RAIN WATER AT A LEVEL NOT HIGHER THAN 0.6 M

ETRE ABOVE THE STREET LEVEL.

PARAPET WALL AND HANDRAILS PROVIDED ON THE EDGES OF THE ROOF, TERRACE, BALCONY,

1.3 MTS. HEIGHT ABOVE THE UNFINISHED FLOOR LEVEL.

PARAPET

DISCHARGE OF RAIN W

ATER :-

:-

MOSQUITO_PROOF W

ATER TANK:-

CONDITION. BY PROVIDING A PROPERLY FITTING HINGED COVER AND EVERY TANK MORE THEN 1.50 M

TS. IN HEIGHT

SHALL BE PROVIDED WITH A PERM

ANENTLY FIXED IRON LADDER TO ENABLE INSPECTION BY ANTI-MALARIA STAFF.

WATER STORAGE TANK SHALL BE M

AINTAINED THAT PERFECTLY MOSQUITO-PROOF

ALL OUTER SIDE & INSIDE W

ALL ARE AS PER INDIAN NATIONAL BUILDING CODE & I.S. SPECIFICATION.:-

NOTE

RESI.

TOTAL FLOOR AREAREQ. FL. AREA/100

MAXI. CAPACITY OF CONTAINER 80 LTRS

SAY

108/80

5.36X 20

PROVIDE 2 NOS. CONTAINER

COMM

.=

536.45=

536.45/100=

107.20 LTR=

108 LTR

=1.35

SAY=

2 NOS.

(O.P. NO-40) OF MOJE :- VATVA ,TA :- VATVA , DIST:- AHM

EDABAD]

SHEET NO-1/17

COMM

ON PLOT PLOT AREA CALC :-

772.71PROVI. COM

MON PLOT

755.20REQ. COM

MON PLOT @

08 % AS PER RAH

1/2(11.03+11.80)X25.83

=294.85

SMT

NOTE:-

*ALL DIM

ENSIONS ARE IN METRE.

*ALL EXTERNAL W

ALLS AREA AS PER NBC & IS SPECIFICATION.

19

*

20

*THE SIZE OF ALL R.C.C. COLUM

NS ARE AS PER STRL. DETAILS.

*ALL PARAPET W

ALLS ARE OF 1.15 Ht.

*0.10 Ø CI PIPE W

ITH V.P. SHALL BE PROVIDED FOR W.C.

*0.07 Ø CI PIPE W

ITH V.P. SHALL BE PROVIDED FOR BATH & KITCHEN.

*DISCHARGE OF RAIN W

ATER PIPE PROVIDED ON TERRACE LVL. TO G.F. LVL.

*LIFT CARRING CAPASITY M

INIMUM

6 PERSONS.

RESPONSIBILITY (G.D.C.R.-2021 C.L. NO.- 4.3,4.4 & 4.5):-APPROVAL OF DRAW

INGS AND ACCEPTANCE OF ANY STATEMNET,

DOCUMENTS,STRUCTURAL REPORT, STRUCTURAL DRAW

INGS,PROGRESS CERTIFICATE OR BUILDING COM

PLETION CERTIFICATESSHALL NOT DISCHARGE THE OW

NER, ENGINEER,ARCHITECT,CLERK OFW

ORKS/ SITE SUPERVISOR, STRUCTURAL DESIGNER, DEVELOPER,OW

NER FROM THEIR RESPONSIBILITIES , IM

POSED UNDER THE ACT,THE DEVELOPM

ENT CONTROL REGULATIONS AND THE LAWS OF TORT

AND LOCAL ACTS.

NOTWITHSTANDING ANY DEVELOPM

ENT PERMISSION GRANTED UNDER

THE ACT AND THESE REGULATIONS,ANY PERSON UNDERTAKING ANY

LIABLE FOR ANY INJURY OR DAMAGE OR LOSS W

HATSOEVER THAT MAY

BE CAUSED TO ANY ONE IN OR AROUND THE AREA DURING SUCHCONSTRUCTION AND NO LIABILITY W

HATSOEVER IN THIS REGARD SHALLBE CAST ON THE AUTHORITY.

DUAL PLUMBING

DEVELOPER

C.O.W.

OWNER

STR.ENGINEER

ENGINEER

RESIDENTIAL AFFORDABLE HOUSING PROJECT / LAY OUT PLAN

568.63PROVI. THICK PLANTATION

566.40REQ. THICK PLANTATION @

06 %

(1)1/2X8.36X17.49=

73.11SM

T(2)1/2(6.20+

8.80)X21.41=

160.58SM

T(3)1/2(11.61+

9.17)X23.50=

244.17SM

T(4)

8.0030.67

COMM

ON PLOT772.71 SQ M

T

(1)(2)

(3)

(4)

17.86

13.14

12.07

11.61

9.17

23.50

8.80

21.41

6.20

8.36

17.49

11.80

11.03

25.83

32.06

21.69

THICK PLANTATION AREA CALC :-

1/2(2.61+1.48)X6.74

=13.78

SMT

(A)

(B)1/2(6.78+7.38)X20.16

=142.73

"(C)3.00 X 3.00

=9.00

"(D)1/2(1.50+

2.41)X1.34X4=

10.48"

(E)10.08 X 24.91=

251.09"

(F)7.01 X 1.50=

10.52"

(G)1/2(4.41+1.51)X12.98

=38.42

"(H)1/2(2.49+

1.50)X4.41=

8.80"

(I)

=772.71

SMT

TOTAL

1/2(12.07+11.26)X4.50

=52.49

"(J)1/2(3.36+

1.43)X11.78=

28.21"

=568.63

SMT

TOTAL

TOTAL

- - -

288.82-

288.82 -

697.82

697.82

697.82

449.07

86.45

5472.82

52.56

697.82

697.82

697.82

737.89

86.45

5761.64

52.56

COMM

.RESI.

-697.82

697.82

-697.82

697.82

-697.82

697.82

-697.82

697.82

BLOCK-C+D

BUILT UP AREA TABLE :-

FLOOR

GR. FLOOR

1st. FLOOR

2nd. FLOOR

3rd. FLOOR

IN SQ MT

STAIR CABIN

TOTAL

TOTAL

- - -

247.63-

247.63

LIFT MACH. RM

-&

O.H.W.T.

528.60

528.60

528.60

310.64

80.18

4466.11

52.56

528.60

ALL INTERNAL WALLS ARE OF 0.11 Th. BRICK.

528.60

528.60

558.27

80.18

4713.74

52.56

COMM

.RESI.

4th. FLOOR-

528.60528.60

5th. FLOOR-

528.60528.60

6th. FLOOR-

528.60528.60

7th. FLOOR-

528.60

LIABILITY (G.D.C.R.-2021 C.L. NO.- 3.3.1):-

528.60

DEVELOPEMENT W

ORK SHALL CONTINUE TO BE WHOLLY AND SOLELY

BLOCK-A+B

COMM

.

536.45---------

536.45

BLOCK-E+F

BLOCK-GBLOCK-H+

I

266.74

266.74

266.74

266.74

41.61

3320.97

26.11

RESI.

266.74

266.74

266.74

266.74

705.18

705.18

705.18

705.18

84.66

5784.04

57.94

RESI.

705.18

705.18

705.18

705.18

RESI.RESI.

3789.43

4211.96

4153.19

4153.19

4153.19

4153.19

4153.19

3964.61

581.71

394.62

35150.14

TOTAL

4325.88

4211.96

4153.19

4153.19

4153.19

4153.19

4153.19

3964.61

581.71

394.62

35686.59

TOTAL

PERMI.B.A. IN COM

MON PLOT CALC.:-

PERMI.B.A. IN C.P. @

15 % OF AREA

= 772.71 X 0.15 =

115.91 SMT

PROP.B.A. ON GR.FL.=

58.77SM

T (BLOCK-O)

--

-CELLAR

-322.53

322.53-

1119.33-

1441.861441.86

855.47

855.47

855.47

855.47

120.90

6860.95

84.87

RESI.

855.47

855.47

855.47

666.89 -

533.45

533.45

533.45

533.45

83.28

4401.70

50.82

533.45

533.45

533.45

533.45 -

BLOCK-J+K+

LBLOCK-M

+N

565.93

565.93

565.93

565.93

84.63

4670.89

58.82

RESI.

565.93

565.93

565.93

565.93 -

BLOCK-O- -

58.77

58.77-

128.48

10.94

(K)

--- -

BLOCK-P- - -

44.18-

44.18 - ---- -

TOTAL

- - -

288.82

288.82

626.38

626.38

626.38 -

4384.66

626.38

626.38

626.38

288.82

4673.48

COMM

.RESI.

-626.38

626.38

-626.38

626.38

-626.38

626.38

-626.38

626.38

BLOCK-C+D

F.S.I. AREA TABLE :-

FLOOR

GR. FLOOR

1st. FLOOR

2nd. FLOOR

3rd. FLOOR

IN SQ MT

TOTAL

TOTAL

- - -

247.63

247.63

462.46

462.46

462.46 -

3237.22

462.46

462.46

462.46

247.63

3484.85

COMM

.RESI.

4th. FLOOR-

462.46462.46

5th. FLOOR-

462.46462.46

6th. FLOOR-

462.46462.46

7th. FLOOR-

462.46462.46

BLOCK-A+B

COMM

.

536.45-------

536.45

BLOCK-E+F

BLOCK-GBLOCK-H+

I

235.82

235.82

235.82 -

1650.74

RESI.

235.82

235.82

235.82

235.82

597.16

597.16

597.16 -

4180.12

RESI.

597.16

597.16

597.16

597.16

RESI.RESI.

58.77

3627.71

3568.94

3568.94

3568.94

3568.94

3568.94

3391.20

24922.38

TOTAL

595.22

3627.71

3568.94

3568.94

3568.94

3568.94

3568.94

3391.20

25458.83

TOTAL

710.06

710.06

710.06 -

4792.68

RESI.

710.06

710.06

710.06

532.32

467.38

467.38

467.38 -

3271.66

467.38

467.38

467.38

467.38

BLOCK-J+K+

LBLOCK-M

+N

469.68

469.68

469.68 -

3287.76

RESI.

469.68

469.68

469.68

469.68

BLOCK-O- -

58.77

58.77

117.54 ----

BLOCK-P- - - -- ----

UNIT , USE & FLOOR AREA TABLE :-

FLOOR

GR. FLOOR

1st. FLOOR

2nd. FLOOR

3rd. FLOOR

IN SQ MT

TOTAL

FLOOR

RESI.

RESI.

RESI.

COMM

.+

COMM

.

08 08 08 14

-

462.46

462.46

462.46

247.63

3484.85

USENOS. OF

4th. FLOORRESI.

08462.46

5th. FLOORRESI.

08462.46

6th. FLOORRESI.

08462.46

7th. FLOORRESI.

08462.46

BLOCK-A+B

RESI.

RESI.

RESI.

COMM

.+

08 08 08 15

15+56

626.38

626.38

626.38

288.82

4673.48

USENOS. OF

RESI.08

626.38

RESI.08

626.38

RESI.08

626.38

RESI.08

626.38

BLOCK-C+D

RESI.

RESI.

RESI.

PARK.

RESI.

08 08 08 -56

597.16

597.16

597.16 -

4180.12

USE

RESI.08

597.16

RESI.08

597.16

RESI.08

597.16

RESI.08

597.16

BLOCK-E+F

RESI.

RESI.

RESI.

PARK.

RESI.

04 04 04 -28

235.82

235.82

235.82 -

1650.74

USE

RESI.04

235.82

RESI.04

235.82

RESI.04

235.82

RESI.04

235.82

BLOCK-G

RESI.

RESI.

RESI.

PARK.

RESI.

08 08 08 -56

467.38

467.38

467.38 -

3271.66

USE

RESI.08

467.38

RESI.08

467.38

RESI.08

467.38

RESI.08

467.38

BLOCK-H+I

RESI.

RESI.

RESI.

PARK.

RESI.

12 12 12 -81

710.06

710.06

710.06 -

4792.68

USE

RESI.12

710.06

RESI.12

710.06

RESI.

14+56

12710.06

RESI.09

532.32

BLOCK-J+K+

L

RESI.

RESI.

RESI.

PARK.

RESI.

08 08 08 -56

469.68

469.68

469.68 -

3287.76

USE

RESI.08

469.68

RESI.08

469.68

RESI.08

469.68

RESI.08

469.68

BLOCK-M+

N

UNIT F.S.I. AREA TABLE :-IN SQM

T

UNIT COM

M.

-

BLOCK - A+B

BLOCK - C+D

247.63

288.82

3237.22-

TOTAL536.45

16240.06

BLOCK - E+F

--

BLOCK - G-

1650.74

BLOCK - H+I

-3271.66

-

4384.66

8682.32

4180.12--

TOTAL

3484.85

4673.48

25458.83

4180.12

1650.74

3271.66

UNIT 66 TO 80 SQMT &

OTHER F.S.I.

BLOCK - J+K+

L-

4792.68-

4792.68

BLOCK - M+

N-

3287.76-

3287.76

BLOCK - O-

-117.54

117.54

-5656-----

66 TO 80 SQM

T

UNIT 50 TO 66

SQMT

56--28568156-

16.40

36.48

112277

5656

29+389=

418

5628568156-

(SOC.OFFICE)

UNIT 50 TO 66

SQMT

RESI.

141529

TOTAL

56 56 56

418 56565653 29

3568.94

3568.94

3568.94

536.45

25341.29

3568.94

3568.94

3568.94

3391.20

NOS. OF UNIT

P.W.

P.W.

P.W.

C.B.

C.B.

C.B.C.B.

C.B.

C.B.

C.B.

C.B.

C.B.

C.B.

C.B.

C.B.C.B.

C.B.

C.B.C.B.

C.B.C.B.

C.B.

C.B.

C.B.

C.B.C.B.

C.B.C.B.

C.B.C.B.

C.B.

C.B.

C.B.

C.B.C.B.

C.B.

C.B.

C.B.

C.B.C.B.

C.B.

C.B.

C.B.C.B.

C.B.C.B.

C.B.

40

593

6/46/4

6/4

32/1

39/1

114

39/1

32/1

6/4

40

27/2/1 29/1

51

50

6/4

28/3

588

600/1 603604

600/2

600/3

599

589

584/1

582/2

583/1

583/3 583/4

49

593590

591 589598/4

28/2

41/1

41/2

27/2/2

SALE FORRESIDENTIAL

41/2

42

41/1

49

119

51

48/2

121

27/2/2

28/2

27/3

GARDEN

50

40/1

59/1

18.00 MT. WIDE T.P.S. ROAD


12.00 MT. W

IDE T.P.S. ROAD


12.00 MT.ROAD

KEY PLAN

SCALE : 1CM =

20.00 MT

N

S.P. NO-1S.P. NO-2

R.C.C. CHANALE FOR DRAINAGE

R.C.C. CHANALE FOR DRAINAGE

0.00 30.00 0.75 29.25

6.87 30.00 0.86 29.14

13.63 30.00 0.97 29.03

20.63 30.00 1.09 28.91

27.76 30.00 1.21 28.79

34.74 30.00 1.33 28.67

42.16 30.00 1.45 28.55

48.85 30.00 1.56 28.44

54.46 30.00 1.65 28.35

61.36 30.00 1.77 28.23

65.53 30.00 1.84 28.16

71.17 30.00 1.93 28.07

81.17 30.00 2.10 27.90

86.81 30.00 2.19 27.81

90.98 30.00 2.26 29.25

97.88 30.00 2.38 29.25

102.75 30.00 2.46 29.25

107.08 30.00 2.53 29.25

117.80 30.00 2.71 29.25

128.54 30.00 2.89 29.25

135.61 30.00 3.01 29.25

142.94 30.00 3.13 29.25

152.34 30.00 3.29 29.25

DIST. GR. CUTT. INT.LVL LVL LVL

ICh1 WITH V.P. 0.10 MT Ø

0.75X0.75

GR.

0.15 MT Ø S.W

.P.L. SLOPE : 1 : 60

MHh1 0.91X0.91

TO EXI. MUN. MH

LVL

3.50 MT DEPTH

MHh2 0.91X0.91

MHh3 0.91X0.91MHh4 0.91X0.91

MHh5 0.91X0.91MHh6 0.91X0.91MHh13 0.91X0.91MHj12 0.91X0.91MHj13 0.91X0.91MHj14 0.91X0.91MHj15 0.91X0.91

MHj16 0.91X0.91MHj17 0.91X0.91MHj18 0.91X0.91MHj19 0.91X0.91MHj20 0.91X0.91MHa5 0.91X0.91

MHa6 0.91X0.91

MHa7 0.91X0.91

MHa8 0.91X0.91MHa4 0.91X0.91

L-DRAINAGE SECTIONH :- 1 CM

=5.00 M

TV :- 1 CM

=1.00 M

T

6.58 MT WIDE APPR. ROAD

PLAT FORM

BELOW CELLAR

ENGINEER IS FULLY RESPONSIBLE FOR LEAVING OPEN SPACE AND MARGIN.

*

NOTE:-

THE DEPTH AND POSITION OF EXISTING MUNICIPAL M

ANHOLE IS VERIFIED BY ME ON SITE AND PREM

ISES *

IT IS CERTIFY THAT ACCORDING TO GDCR 2021 ALL REQUIREMENTS OF THE BUILDING ARE CHECKED

*

IT IS CERTIFY THAT ACCORDING TO THE CLAUSE NO.-4.5.3 OF THE GDCR 2021 THE STRUCTURE OF THE*

DESIGN OF STAIRCASE AND RAILING IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.-23.1.12 AND*

LIFT IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.-23.12 AND 24.7 OF GDCR 2021*

WATER TANK IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.-23.6 OF GDCR 2021

*SEPARATE LETTER BOX IS PROVIDED AT GROUND LEVEL FOR EACH UNIT.

*W

ATER TANK FOR FIRE SAFFTY REQUIREMENT PROVIDED AS PER CHEPTER NO.-24 OF GDCR 2021

*ELECTRICAL INFRASTRUCTURE SHALL BE PROVIDED AS PER CLAUSE NO.-23.11

*DRINKING W

ATER FACILITY FOR DISABLED PERSONS IS PROVIDED AS PER THE CLAUSE NO.-23.6.2*

DRAINAGE FACILITY IS PROVIDED AS PER THE CLAUSE NO.-23.10*

SIGNAGES OF THE PARKING PLACE IS TO BE PROVIDED AS PER THE CLAUSE NO.-23.7 OF THE GDCR 2021*

ENTRANCE OF THE BUILDING IS PROVIDED AS PER THE CLAUSE NO.-23.1.7 OF GDCR 2021*

THE PAVING OF BUILDING UNIT/FINL PLOT AS PER THE PROVISION OFTHE CLAUSE NO.-23.1.4 OF GDCR 2021*

THE STRUCTUE OF THE BUILDING IS AS PER THE NORMS OF THE SPECIFIED IN THE INDIAN STANDARD

*AND TAKE NACESSARY ACTION FOR THE STRUCTRAL SAFFTY DURING THE CONSTRUCTION.RAIN W

ATER STORAGE TANK AND RAIN WATER HARVESTING SYSTEM

IS PROVIDED AS PER THE*CLAUSE NO.-27.2 OF GDCR 2021COM

MUNITY BIN PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.-27.3 OF GDCR 2021

*TREE PLANTATION IS PROVIDED AS PER THE CLAUSE NO.-27.5 OF GDCR 2021

*POLLUTION CONTROL SYSTEM

IS PROVIDED AS PER THE CHAPTER NO.-28 OF GDCR 2021*

FIRE SAFFTY SYSTEM IS PROVIDED AS PER CHAPTER NO.-24 OF GDCR 2021

*M

AINTANANCE AND UPGRADATION OF BUILDING IS AS PER CHAPTER NO.-29 OF GDCR 2021*

AND 23.14 AND 24.60 OF GDCR 2021

BUILDING IS DESIGN AS PER THE NORMS OF THE NDIAN STANDARDS.

AND NECESSARY ACTIONS ARE TAKEN.

CAN GET DRAINAGE CONNECTION.

PERMI. COM

M. F.S.I. IN RESI. AFFORDABLE HOUSING PROJECT:-

(IN SQ MT)

PERMI. COM

M. F.S.I. =

10% OF RESI. F.S.I.

=0.10 X 24936.80

=2493.68

PERMI. COM

M. F.S.I. =

2493.68

PROVI. COMM

. F.S.I.=

536.45

1.15 mt ht. Parapet Wall

1.15 mt ht. Parapet W

all

1.00

1.00

Space ForGarbage Container

1.00

1.00

Space ForGarbage Container

1.00

1.00



UP TO 100

REQ. SANITARY CALCULATION :-

1 PER 25 USERSTOTAL

33

25 %COM

MON REQ. NET REQ. OTHER

12

URINAL3

31(P.H. TOI.)

2W

.C.75

GENTS USERS

33

12

W.C.

60LEDIES USERS

--

2+1(P.H. TOI.)

6TOTAL

W.C. &

URINAL

NOS.

PROVIDE SANITARY :-

FLOOR

1GR. FL.

NOS OF W.C.

IN SHOP/OFFICE29

URINAL-

-W

.C.GENTS

1-

W.C.

LEDIES

1-

TOTAL

PHYSICAL HANDICAP TOILET

3GR. FL.

29-

COMM

ON SANITARYOTHER THAN COM

MON SANITARY

FLOOR

GR. FL.

TOTAL

TOTAL135 USERS

THAN COMM

ON

SANITARY AREA CALC:-

134.11536.45 SM

T/ 4

REQ. 1 USERS FOR EACH 4 SQMT FL.AREA

=SAY 135 USERS

TOTAL FLOOR AREA536.45

=SM

T

FOR NET REQUIREMENT


1.20 MT. W

IDE WALK W

AY

WITH DRINKING WATER FACILITY



all



4.50

4.04

ELE. S.S.

12.77

3.46

3.00 MT WIDE APPR. ROAD

70.75

BELOW CELLAR

3.00

3.00

0.00 30.00 0.75 29.25

11.55 30.00 0.94 29.25

25.87 30.00 1.18 29.25

33.73 30.00 1.31 29.25

37.55 30.00 1.37 29.25

41.92 30.00 1.44 29.25

46.29 30.00 1.51 29.25

49.93 30.00 1.57 29.25

58.53 30.00 1.71 29.25

64.84 30.00 1.82 29.25

71.15 30.00 1.93 29.25

82.64 30.00 2.12 29.25

88.87 30.00 2.22 29.25

97.82 30.00 2.37 29.25

105.08 30.00 2.49 29.25

114.20 30.00 2.64 29.25

ICe1 WITH V.P. 0.10 MT Ø

0.75X0.75

GR.

MHe1 0.91X0.91

MHe2 0.91X0.91

MHe3 0.91X0.91MHe4 0.91X0.91MHe5 0.91X0.91MHe6 0.91X0.91MHe7 0.91X0.91

MHa7 0.91X0.91MHa8 0.91X0.91MHa9 0.91X0.91

MHa10 0.91X0.91MHha11 0.91X0.91

MHa12 0.91X0.91MHa4 0.91X0.91

TO EXI. MUN. MH

3.50 MT DEPTH

0.15 MT Ø S.W

.P.L. SLOPE : 1 : 60

LVL


0.00 30.00 0.75 29.25

4.02 30.00 0.82 29.25

9.47 30.00 0.91 29.25

16.37 30.00 1.03 29.25

21.24 30.00 1.11 29.25

26.87 30.00 1.20 29.25

37.76 30.00 1.38 29.25

42.63 30.00 1.46 29.25

49.53 30.00 1.58 29.25

53.70 30.00 1.65 29.25

59.34 30.00 1.74 29.25

69.34 30.00 1.91 29.25

74.98 30.00 2.00 29.25

79.15 30.00 2.07 29.25

86.05 30.00 2.19 29.25

90.92 30.00 2.27 29.25

95.25 30.00 2.34 29.25

105.97 30.00 2.52 29.25

116.71 30.00 2.70 29.25

123.78 30.00 2.82 29.25

131.11 30.00 2.94 29.25

140.51 30.00 3.10 29.25

ICj2 WITH V.P. 0.10 MT Ø

0.75X0.75

GR.

MHj6 0.91X0.91MHj7 0.91X0.91MHj8 0.91X0.91MHj9 0.91X0.91MHj10 0.91X0.91

MHj11 0.91X0.91MHj12 0.91X0.91MHj13 0.91X0.91MHj14 0.91X0.91MHj15 0.91X0.91

MHj16 0.91X0.91MHj17 0.91X0.91MHj18 0.91X0.91MHj19 0.91X0.91MHj20 0.91X0.91MHa5 0.91X0.91

MHa6 0.91X0.91

MHa7 0.91X0.91MHa8 0.91X0.91

MHa4 0.91X0.91

TO EXI. MUN. MH

3.50 MT DEPTH

LVL


0.15 MT Ø S.W

.P.L. SLOPE : 1 : 60

UNITAREA

UNITFLOORAREA

OF UNIT

NOS. OF

UNIT

NOS. OF

UNIT

NOS. OF

UNIT

NOS. OF

UNIT

NOS. NOS. OF UNIT

FLOORAREA

FLOORAREA

FLOORAREA

FLOORAREA

FLOORAREA

FLOORAREA

PARK.PARK.

+RESI.

COMM

.+

RESI.=

70=

71

LVL LVL

RESIDENTIAL-1 (ONE) R1(AS PER RESIDENTIAL AFFORDABLE HOUSING)

NOTE : RELATED TO FIRE SAFETY0.23 TH. R.C.C. W

ALL OWNER.S W

ALL

1.92 M T W

I D E W A L K W

A Y1:12 PADESTRIAN

RAMP

OF F.P. NO-40/2OF F.P. NO-40/2

Comm

.Toi.

Comm

.Toi.

3.00

3.37

3.00

3.00

IC

0.90

0.90

Sq mt

Sq mt

Sq mt

=B.A. OF ELE. SUB ST. IN M

ARGIN OF BLOCK - P44.18

SQ MT

AS PER G.D.C.R.-2021 CLAUSE NO. 13.4.3.12. F.S.I. AREAIS NOT COUNTED OF ELE. SUB ST. IN M

ARGIN

(12.61 MT ROAD LENGTH)

1.15 mt ht.

Parapet Wall

6.00

6.37

EARLIER APPROVED SUBDIVISION REF.

CASE NO. :

R.C. NO. :

DATE :

LTS/SZ/191116/GDR/A7581/M1

7531/191116/A7581/M1

15/12/2016

CELLAR SLAB IS 40 TONNE CAPACITY*

[A]6.74

1.48

1.50

2.61

2.68

6.64

Thick Plantation

1/2 X 1.25 X 2.49 X 2=

3.11"

3.00

3.00

3.00

6.00

6.15

4.00

4.50

BLOCK-P


1.20 MT. W

IDE WALK W

AY

1 2 . 0 0 M T . W

I D E T . P . S . R O A D

1 8 . 0 0 M T . W I D E T . P . S . R O A D

106.53

ADJ. F.P. NO.:- 119

1.92 M T W

I D E W A L K W

A Y1:12 PADESTRIAN RAM

P

1.92 M T W

I D E W A L K W


P

.115


1.92 M T W

I D E W A L K W

A Y


1.92 M T W

I D E W A L K W

A Y

1.92 M T W

I D E W A L K W


P

1.92 M T W

I D E W A L K W


P

8.0030.67

12.98

1.51

4.4110.08

24.91

1.50

7.01

4.50

1.50

9.48

2.49

1.50

4.41

7 . 5 0 M T W

I D E R O A D (TOTAL ROAD LENGTH 147.04 MT.)

7 . 5 0 M T W

I D E R O A D

7 . 5 0 M T W I D E R O A D

7 . 5 0 M T W I D E R O A D 49.13

50.40

24.66

22.85

3.00

3.00

3.00 3.00

4.00

4.00

43.605

13.095

56.84

16.40

3.00

3.00

3.00

3.00

3.00

3.00

3.00

3.00

49.7515.055

43.625

13.095

6.00

6.00

6.00

6.00

4.52

4.50

4.04

4.733.00

3.00

3.00

3.00 3.00

6.00

6.00

3.01

45.24

16.35

4.00

4.03

4.22

5.66

01

02

0304

05

06

07

08

09

1011

12

13

14

15

16

17

18

19

20

21

23 22

24

2526

27

28

29

COMM

ON PLOT772.71 SQ M

T

(4)

Thick Plantation[C]

Thick Plantation[F]

Thick Plantation[G]

Thick Plantation[H]

Thick Plantation

[I]

Thick Plantation[K]

Thick Plantation[J]

BLOCK-A

BLOCK-B

BLOCK-C

BLOCK-D

BLOCK-EBLOCK-F

BLOCK-H

BLOCK-I

BLOCK-J

BLOCK-K

BLOCK-L

BLOCK-MBLOCK-N

100.05

105.65

6.00

6.00

6.00

6.00

ADJ. F.P. NO.:- 50ADJ. F.P. NO.:- 51

ADJ. S.P. NO.:- 2









17.86

13.14

1.50

1.342.41

3.00

3.00

6.78

20.16

7.38

16.41

5.06

21.49

11.26

1.43

11.78

3.36

2.49 1.255.98

15.99

1.34

1.50

2.41

1.341.50 2.41

1.50

1.34

2.41

[D]

[E]

[E]

[E][E]

[B]

[B]

2.49

1.25


1.92 M T W

I D E W A L K W


P

BLOCK-G

PLAT FORM

DN TO CELLAR

6.14 M. W

I D E ( CELLAR ) D R I V E W AY

SLOPE IN 1:7 RAMP LENGTH 25.00 M

T

12

34

56

78

910

1112

1314

1516

1718

1920

21

BLOCK-O

ELE. S.S.

1.001.00

17.87

16.35

8.61

7.14

PARKING LAYOUT PLAN

SCALE : 1CM=

2.00 MT

N

12.07

11.61

9.17

23.50

32.06

21.69

12.77

3.46

6.51

10.19

6.51

14.7412.16

6.51

6.51

10.04

26.73

6.51

6.51

3.38

12.9112.91

3.38

26.58

6.51

Car Parking(18)

Car Parking(17)

Car Parking(20)

Car Parking(15)

Car Parking(16)

Car Parking(21)

Car Parking(22)

Car Parking(23)

Car Parking(23)

(25)

Car Parking(14)

Car Parking(11)

22.18

9.055

Car Parking(1)

Car Parking(2)

Car Parking(3)

Car Parking(5)

(10)

6.485

12.74

12.74

6.485

16.16

6.485

12.54

3.38

(8)

6.485

11.45

22.34

Car Parking(6)

Car Parking(9)

Car Parking(9)

13.095

8.88

15.43

7.36

6.51

36.483.38

8.85

6.51

12.50

(6)

8.48

6.485

9.39

4.57

3.15

4.43

13.095

8.88

10.19

6.51

10.19

6.51

Other's Parking(58)

2.84

3.15

4.77

16.40

36.48

CAR PARKING FOR PHYSICAL HANDICAP

BELOW CELLAR

U.G.W.T.

FIRE TANKBELOW

BELOW CELLAR

3.00

3.00

3.00

6.15

4.50

7.18

6.58 MT WIDE APPR. ROAD(12.61 MT ROAD LENGTH)

BLOCK-P

PLAT FORM

TOTAL UTILISED F.S.I. AREA

PERMI. F.S.I. AREA (1:1.8) ( 9440.00 X 1.8 )

AREA TABLE :-IN SQ M

T

PERMI. CHARGEBLE F.S.I. @

0.90 % (9440.00X0.90%

)

AUTHORITY

9440.00PLOT AREA OF S.P. NO. :- 1(F.P. NO.-40/2)

MAXIM

UM PERM

I. F.S.I.

PARKING

ROAD

PROP.WORK

FP BOUNDARY

COLOUR NOTE :-

SHEET NO-2/17

772.71PROVI. COM

MON PLOT

755.20REQ. COM

MON PLOT @

08 %

DEVELOPER

C.O.W.

OWNER

STR.ENGINEER

ENGINEER

RESIDENTIAL AFFORDABLE HOUSING PROJECT / PARKING LAY OUT PLAN

PROVI. THICK PLANTATION

566.40REQ. THICK PLANTATION @

06 %



all


all

1:12 PADESTRIAN RAMP1.80 MT WIDE WALK WAY

WITH DRINKING WATER FACILITY


3.00

3.00


70.75

USE : RESIDENCE(DWELLING-3)+

COMM

. SHOPSZONE AS PER RDP 2021 :

SCALE :1CM =

2.00 MT

BLOCK :-

RESIDENTIAL-1 (ONE) R1(AS PER RESIDENTIAL AFFORDABLE HOUSING)


0.23 TH. R.C.C. WALL OW

NER.S WALL

Comm

.Toi.

Comm

.Toi.

3.00

3.37

3.00

3.00

0.90

0.90

2.58

4.50

1.84

12.00

19.085

Car Parking(29)

1/2(11.61+9.17)X23.50=

244.17 SMT

1.15 mt ht.

Parapet Wall

6.00

6.37

LAY OUT PLAN SHOWING PROP. RESI.+

COMM

. FLAT TYPE (AFFORDABLE HOUSING PROJECT) BUILD. ON S.P. NO.- 1 OF F.P. NO :- 40/2 OF T.P.S. NO.-80 -VATVA-6 DRAFT SANCTION [ R. SUR NO :- 589,591 &

599

(O.P. NO-40) OF MOJE :- VATVA ,TA :- VATVA , DIST:- AHM

EDABAD]

[A]6.74

1.48

1.50

2.61

2.68

6.64

Thick Plantation

6.00

9.59

4.00

4.00

4.50

25458.83

16992.00

8496.00

CHARGEBLE F.S.I. AREA (25458.83-16992.00)8466.83

25488.00

568.63

15.25

7.05

7.05

8.88

9.06

8.49

Car Parking(4)

6.48

Car Parking(7)

Car Parking

Car Parking

Car Parking(12)

Car Parking(13)

Car Parking(19)

Car Parking(24)

Car Parking

(26)Car Parking

(27)Car Parking

(28)Car Parking

8.49

9.06

5.73

536.45 X 0.50%

RESI.PROVI.

REQ.

PARKING AREA CALCULATION :- (COMM

.)

COMM

. F.S.I. :- 536.45 SMT

CAR PARKING

TWO VEH. PARKING

(I)8.70 X 1.40

=12.18

SMT

IN MARGIN

IN SQMT

CAR PARKING IN HOLLOW PLINTH

HOLLOW PLINTH PARKING AREA

=2832.20

REQ. CAR AREA 28.0 SMT

=2832.2028.00

=101.15 NOS.

OPEN MARGIN AREA &

C.P. AREA PARKING=

1383.75 SMT


=1383.7523.00

=60.16 SM

T

REQ. PARKING AREA : 389 UNITS / 2 = 195 NOS. CAR PARKING AREA

(50)9.20 X 12.87

=118.40

(51)5.50 X 3.00

=16.50

(52)7.45 X 3.32

=24.73

(53)8.15 X 3.17

=25.84

TOTAL2832.20

SMT

=

CAR PARKING IN MARGIN &

C.P.

(29)1/2(11.61+

9.17)X23.50=

244.17SM

TIN C.P.

(30)1/2X(4.50+

1.84)X12.0038.04

"IN M

ARGIN=

(31)33.35 X 1.50

50.03"

IN MARGIN

=

(32)1.00 X 43.61

43.61"

IN MARGIN

=

(33)56.70 X 1.00

56.70"

IN MARGIN

=

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

""""

CAR PARKING IN CELLAR

TOTAL1383.75

SMT

=

TOTAL1019.96

SMT

=

268.23

CELLAR PARKING AREA=

1019.96 SMT


=1019.9632.00

=31.87 SM

T

PROVI. CAR PARKING= 102+

61+32

= 195 NOS. OF CAR

24922.38X0.10 % =

2492.24 SMT

RESI.

TOTAL

REQ.

PARKING AREA CALCULATION :- (RESI.)

TOTAL UTILISED F.S.I. :- 25458.83 SMT

IN SQMT

ADD. 10% REQ. VISI. PAR.=

2492.24X0.10%

=249.22 SM

T

TOTAL UTILISED F.S.I. - COMM

. F.S.I. = RESI. F.S.I.

25458.83 - 536.45 = 24922.38 SQ M

T

TOTAL

PROVI.

342.73

102 SAY

61 SAY

32 SAY

342.73SM

TTOTAL

=

OPEN MARGIN AREA PARKING

=280.17 SM

T


=280.17 23.00

=12.18 SM

T

REQ. PARKING AREA : 29 UNITS / 2 = 15 NOS. CAR PARKING AREA

CELLAR PARKING AREA=

62.56 SMT


=62.5632.00

=1.97 SM

T

PROVI. CAR PARKING= 13+

2

= 15 NOS. OF CAR

13 SAY

2 SAY

RESI. PARKING

COMM

. PARKING

PROVI. TWO VEH. PARKING

18.27 SMT

18.272.00

=9.14 NOS.

(58)3.15 X 4.77

=15.03

IN MARGIN

SMT

TWO VEH. PARKING IN M

ARGIN

PROVI. TWO VEH. PARKING

166.20 SMT

166.202.00

=83.10 NOS.

84 SAY

(A)8.67 X 3.53

=30.61

SMT

IN CELLAR

(1)7.05 X 15.25

=107.51

SMT

IN H.P.

(2)7.05 X 8.88

=62.60

"IN H.P.

(3)9.06 X 8.49

=76.92

"IN H.P.

(4)9.055 X 22.18

=200.84

"IN H.P.

(5)9.06 X 8.49

=76.92

"IN H.P.

(6)22.34 X 6.48

=144.76

"IN H.P.

(7)11.45 X 6.485

=74.25

"IN H.P.

(8)12.54 X 3.38

=42.39

"IN H.P.

(9)=

"IN H.P.

(11)

6.485 X 12.74 X 2

=

165.24

"IN H.P.

(12)13.095 X 8.88

=116.28

"IN H.P.

(13)7.36 X 15.43

=113.56

"IN H.P.

(14)13.095 X 8.88

=116.28

"IN H.P.

(15)10.19 X 6.51

=66.34

"IN H.P.

(16)14.74 X 6.51

=95.96

"IN H.P.

5.73 X 19.085109.36

(10)=

"IN H.P.

16.16 X 6.485104.80

(17)12.91 X 3.38

=43.64

"IN H.P.

(18)26.73 X 6.51

=174.01

"IN H.P.

(19)26.58 X 6.51

=173.04

"IN H.P.

(20)12.91 X 3.38

=43.64

"IN H.P.

(21)12.16 X 6.51

=79.16

"IN H.P.

(22)10.04 X 6.51

=65.36

"IN H.P.

(23)10.19 X 6.51 X 2

=132.67

"IN H.P.

(24)12.50 X 6.51

=81.38

"IN H.P.

(25)8.85 X 3.38

=29.91

"IN H.P.

(26)36.48 X 6.51

=237.48

"IN H.P.

(27)9.39 X 4.57

=42.91

"IN H.P.

(28)8.48 X 6.485

=54.99

"IN H.P.

Car Parking(30)

Car Parking(31)

1.50

33.35

1.00

56.70

1.00 43.61

Car Parking(32)

Car Parking(33)

(B)12.24 X 2.61

=31.95

SMT

IN CELLAR

Car Parking(Comm

)(G)

(G)3.00 X 49.76

=149.28

SMT

IN MARGIN

49.76

3.00

(H)3.00 X 43.63

=130.89

SMT

IN MARGIN

43.63

Car Parking(Comm

)(H)

3.00

1.40

8.70(I)

Other's Parking(Com

m.)

(34)

(34)23.87 X 6.00

143.22"

IN MARGIN

=

(54)1/2X9.44X32.86

=155.10

IN CELLAR"

(55)1/2(10.14+

16.33)X39.16=

518.28IN CELLAR

"

(56)1/2(20.77+

20.18)X3.26=

66.75IN CELLAR

"

(57)1/2(12.54+

12.86)X7.43=

94.36IN CELLAR

"

1.86

1.03 19.49

3.44

3.15

3.31Car Parking

(35)

(35)1/2X(3.31+

3.44)X3.1510.63

"IN M

ARGIN=

14.10

3.00

23.87

6.00

Car Parking(36)

Car Parking

16.63

3.00

(36)16.63 X 3.00

49.89"

IN MARGIN

=

(37)Car Parking

(37)1/2X(1.86+

1.03)X19.4928.16

"IN M

ARGIN=

(38)Car Parking

(38)14.10 X 3.00 X 2

84.60"

IN MARGIN

=

(38)Car Parking

14.10

3.00

(39)Car Parking

3.00

16.40

(39)3.00 X 16.40

49.20IN M

ARGIN=

(40)Car Parking

5.26

3.00

(40)5.26 X 3.00

15.78IN M

ARGIN=

(41)Car Parking

3.38

2.96

(41)2.96 X 3.38

10.00IN M

ARGIN=

4.41

3.00

(42)Car Parking

(42)3.00 X 4.41

13.23IN M

ARGIN=

2.96

3.15

(43)Car Parking

(43)2.96 X 3.15

9.32IN M

ARGIN=

(44)Car Parking

38.14

3.00

(44)38.14 X 3.00

114.42IN M

ARGIN=

3.00

44.51

(45)Car Parking

(45)44.51 X 3.00

133.53IN M

ARGIN=

3.00

18.69(46)

Car Parking

(46)18.69 X 3.00

56.07IN M

ARGIN=

(47)3.00 X 12.75

38.25IN M

ARGIN=

12.75

3.00

(47)Car Parking

"""""""""

(48)Car Parking17.40

3.00

(48)3.00 X 17.40

52.20IN M

ARGIN=

"

10.00

14.06

14.48

(49)Car Parking

(49)1/2X(14.06+

14.48)X10.00142.70

IN MARGIN

="

(59)2.96 X 3.38

=10.00

IN MARGIN

SMT

Other's Parking(59)

3.38

2.96

Other's Parking(60)

3.15

(60)2.84 X 3.15 X 2

=17.89

IN MARGIN

SMT

Other's Parking(60)

3.15

2.84

Other's Parking(61)

5.48

3.38

(61)5.48 X 3.38 X 2

=37.04

IN MARGIN

SMT

Other's Parking(61)

5.48

3.38

Other's Parking(62)

(62)4.43 X 3.15

=13.95

IN MARGIN

SMT

Other's Parking(63)

3.01

(63)5.98 X 3.01

=18.00

IN MARGIN

SMT

Other's Parking(64)

3.00

8.24

(64)3.00 X 8.24

=24.72

IN MARGIN

SMT

TOTAL166.20

SMT

=

2.60

0.94

1.40

(J)Other's Parking

(Comm

.)

(J)1/2X(1.40+

0.94)X2.60=

3.04SM

TIN M

ARGIN

18.27SM

TTOTAL

=

1.22 2.66

1.07

(K)Other's Parking

(Comm

.)

(K)1/2X(1.22+

1.07)X2.66=

3.05SM

TIN M

ARGIN3.23

9.50

8.81

Other's Parking(65)

(65)1/2X(8.81+

9.50)X3.23=

29.57IN M

ARGINSM

T

ENTRY & EXIT

ENTRY & EXIT

OUT

IN

OUTIN

91COM

MON PLOT PLOT AREA CALC :-

1/2(11.03+11.80)X25.83

=294.85

SMT

(1)1/2X8.36X17.49=

73.11SM

T(2)1/2(6.20+

8.80)X21.41=

160.58SM

T(3)1/2(11.61+

9.17)X23.50=

244.17SM

T(4)

=772.71

SMT

TOTAL

PERMI.B.A. IN COM

MON PLOT CALC.:-

PERMI.B.A. IN C.P. @

15 % OF AREA

= 772.71 X 0.15 =

115.91 SMT

PROP.B.A. ON GR.FL.=

58.77SM

T (BLOCK-O)

THICK PLANTATION AREA CALC :-

1/2(2.61+1.48)X6.74

=13.78

SMT

(A)

(B)1/2(6.78+7.38)X20.16

=142.73

"(C)3.00 X 3.00

=9.00

"(D)1/2(1.50+

2.41)X1.34X4=

10.48"

(E)10.08 X 24.91=

251.09"

(F)7.01 X 1.50=

10.52"

(G)1/2(4.41+1.51)X12.98

=38.42

"(H)1/2(2.49+

1.50)X4.41=

8.80"

(I)1/2(12.07+11.26)X4.50

=52.49

"(J)1/2(3.36+

1.43)X11.78=

28.21"

=568.63

SMT

TOTAL(K) 1/2 X 1.25 X 2.49 X 2

=3.11

"

block-p block-f block-j scale : 1cm=2.00 mt...

Documents