1
6.m wide road 6.m wide road RMU GAS BANK out IN STP. CAP. 400 KLD. (2X200 KLD.) RMU ESS 180 SqM GAS BANK GAS BANK SPACE FOR DG SET RMU HANDICAP PARKING HANDICAP PARKING HANDICAP PARKING SECTOR ROAD 30 M. 9M set back line 9M set back line 9M set back line 9M set back line 15 M set back line 5.50m wide road 5.50m wide road 5.50m wide road 5.50m wide road green area green area 4 m wide ramp 5.50m wide road green area green area UP DN treads= .300 risers = .150 UP DN UP DN UP DN UP DN green area green area 6.m wide road LVL (+).300 LVL (+).300 2.389 WIDE DRIVE WAY 2.389 WIDE DRIVE WAY up up LVL (+).300 LVL (+).300 2.389 WIDE DRIVE WAY 2.389 WIDE DRIVE WAY LVL (+).300 LVL +000 LVL (+).300 LVL (+).300 2.389 WIDE DRIVE WAY 2.389 WIDE DRIVE WAY up LVL +150 LVL +150 2.389 WIDE DRIVE WAY 2.389 WIDE DRIVE WAY LVL +150 LVL +000 LVL (+).300 LVL (+).30 2.389 WIDE DRIVE WAY 2.389 WIDE DRIVE WAY up Sit Out Planter up LVL +150 LVL +150 2.389 WIDE DRIVE WAY lift lev (-)1.35 6.m wide road 6.m wide road 6.m wide road lev (-)1.35 lev (-)1.35 lev (-)1.35 lev (-)1.35 lev (-)1.35 LVL (+).300 LVL (+).300 RAMP DN slope 1:10 RAMP Up slope 1:10 4 m wide ramp guard rm 2.00 3.25 3.50 1.25 guard rm 98.95 99.00 98.90 98.85 99.00 98.80 99.04 99.00 98.70 98.75 98.65 98.60 98.55 98.65 98.50 98.90 99.00 98.80 99.10 99.07 99.05 99.10 99.07 99.04 99.35 99.45 99.50 99.20 99.20 99.55 99.25 99.25 99.25 99.25 99.49 99.19 99.19 99.19 99.19 98.95 98.95 98.95 98.95 98.85 98.85 98.85 98.85 99.25 99.15 99.05 98.75 98.75 98.75 98.75 green 99.00 0 10 100 100 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 140 150 140 150 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 0 10 10 20 30 40 50 60 70 80 90 100 0 0 10 20 30 40 50 60 70 80 90 100 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 0 140 150 140 150 S.NO. SYMBOL 1. LEGEND FOR SWD. DESCRIPTION 2. 300Ø RCC PIPE 250Ø/300Ø OVER FLOW PIPE 4. CB 450X500mm CATCH BASIN 3. 300mm WIDE DRAIN WITH SFRC GRATING 5. 300mm WIDE DRAIN WITH MS 1. ALL ROAD CROSSING ARE RCC HUME PIPE(NP3) UMO. NOTE:- GRATING (Slope 1:750) 6. TUBE WELL 7. 3.0X3.0X3.0 mt. RAIN WATER HARVESTING PIT WITH DE - SILTING CHAMBER 2.50 1.50 3.00 3.00 (Slope 1:125/200/600) (Slope 1:1275) RWH-5 RWH-6 RWH-7 RWH-4 RWH-1 RWH-2 RWH-3 97.25 97.25 97.25 TW-1 TW-2 10000 5000 6000 6000 5000 5000 1200 12000 Fire Tank 10X5X3 Potable Water Tank-1 6X5X3 Pump Room Potable Water Tank-2 6X5X3 1200 mm wide Stair case for entry TW-3 TW-3 8. DRAINAGE SUMP PROJECT : ASHIANA DAKSH PHASE -I & EWS/LIG BLOCK OWNERS NAME Ashiana Housing Ltd. DRG. TITLE: Rain Water Harvesting system

300Ø RCC PIPE 250Ø/300Ø OVER FLOW PIPErera.rajasthan.gov.in/Content/ProjectCommanarea/Drawings/...2. 300Ø RCC PIPE 250Ø/300Ø OVER FLOW PIPE 4. CB 450X500mm CATCH BASIN 3. 300mm

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Page 1: 300Ø RCC PIPE 250Ø/300Ø OVER FLOW PIPErera.rajasthan.gov.in/Content/ProjectCommanarea/Drawings/...2. 300Ø RCC PIPE 250Ø/300Ø OVER FLOW PIPE 4. CB 450X500mm CATCH BASIN 3. 300mm

6.m wide road

6.m wide road

R

M

U

GAS BANK

outIN

STP

.C

AP.

400

KLD

.(2

X200

KLD

.)

R

M

U

E

S

S

1

8

0

S

q

M

GA

S B

AN

K

GA

S B

AN

K

SP

AC

E F

OR

DG

S

ET

RM

U

HA

ND

IC

AP

PA

RK

IN

G

HA

ND

IC

AP

PA

RK

IN

G

HA

ND

IC

AP

PA

RK

IN

G

S

E

C

T

O

R

R

O

A

D

3

0

M

.

9M set back line

9M set back line

9M set back line

9M

set back line

15 M

set back line

5.50m wide road

5.50m wide road

5.50m wide road

5.50m wide road

green area

green area

4 m wide ramp

5.50m wide road

green area

green area

UPDN

treads= .300

risers = .150

UPDN

UPDN

UP DN

UP DN

green area

green area

LIFT

1.910 X 2.520

LIFT

1.910 X 2.520

6

.m

w

id

e

ro

a

d

LIFT

1.910 X 2.520

LIFT

1.910 X 1.910

GARB.

ME

TE

R R

OO

M

up

up

MA

IL

R

OO

M

LVL (+).300

LVL (+).300

ROOM

PL

AN

TE

RS

SC

RE

EN

W

AL

L

STORE

MAINTAINANCE

2.389 WIDE DRIVE WAY

2.389 WIDE DRIVE WAY

H. TOILET

1.75X2.00

treads= .300

risers= .150

f. width=1.250

up

1.250

dn

up

2.525

2.519

up

LIFT

1.910 X 2.520

LIFT

1.910 X 1.910

up up

MA

IL

R

OO

M

LVL (+).300

LVL (+).300

PL

AN

TE

RS

DHOBI

3.3

00

2.815

sink

water COOLER

3.425

3.0

98

1.500

2.000

H.TOILET

MAIDREST AREA

2.389 WIDE DRIVE WAY

2.389 WIDE DRIVE WAY

up

LVL (+).300

LVL +000

ME

TE

R R

OO

M

STORE

MAINTAINANCE

2.525

2.5

19

LIFT

1.910 X 2.520

LIFT

1.910 X 1.910

GARB.

ME

TE

R R

OO

M

up

up

MA

IL

R

OO

M

LVL (+).300

LVL (+).300

ROOM

PL

AN

TE

RS

SC

RE

EN

W

AL

L

STORE

MAINTAINANCE

2.389 WIDE DRIVE WAY 2.389 WIDE DRIVE WAY

H. TOILET

1.75X2.00

treads= .300

risers= .150

f. width=1.250

up

1.2

50

dn

up

2.525

2.5

19

LIFT

1.910 X 2.520

LIFT

1.910 X 1.910

GARB.

up

up

LVL +150

LVL +150

ROOM

PL

AN

TE

RS

sink

water COOLER

3.425

3.098

1.500

2.000

H.TOILET

MAIDREST AREA

2.389 WIDE DRIVE WAY

2.389 WIDE DRIVE WAY

up

LVL +150

LVL +000

ME

TE

R R

OO

M

STORE

MAINTAINANCE

2.525

2.5

19

LIFT

1.910 X 2.520

GARB.

ME

TE

R R

OO

M

up

up

MA

IL

R

OO

M

LVL (+).300

LVL (+).30

ROOM

PL

AN

TE

RS

SC

RE

EN

W

ALL

STORE

MAINTAINANCE

2.389 WIDE DRIVE WAY

2.389 WIDE DRIVE WAY

H. TOILET

1.75X2.00

up

dn

up

LIFT

1.910 X 1.910

GARB.

up

up

MA

IL

R

OO

M

ROOM

PLANTERS

PL

AN

TE

RS

COMMUNITY KITCHEN

MEETING ROOM

RWA OFFICE

H. TOILET

STORE

Sit O

utP

lanter

3.350

up

LVL +150

LVL +150

2.389 WIDE DRIVE WAY

up

1.250

treads= .300

risers= .150

f. width=1.250

ME

TE

R R

OO

M

STORE

MAINTAINANCE

2.525

2.5

19

lift

lev (-)1.35

6.m wide road

6.m wide road

6.m wide road

MA

LE TOILET

3.410x2.145

FEMA

LETO

ILET2.285X2.00M

.

SERVICE SHAFT

HAN

DIC

AP

TOILET

2.13X1.50M.

LIF

T

2.5

20

x

1.96

0

LIF

T

1.9

10

X1

.9

10

4.2

20

4.100

lev (-)1.35

lev (-)1.35

lev (-)1.35

lev (-)1.35

lev (-)1.35

Handicap RAMP UP

slope 1:12 Handicap RAMP UP

slope 1:12

Handicap RAMP UP

slope 1:12

LVL (+).300

LVL (+).300

RAMP DNslope 1:10

RAMP Upslope 1:10

4 m wide ramp

Handicap. RAMP UP

slope 1:12

g

u

a

rd

rm

2.003.25

3.50

1.25

g

u

a

rd

rm

98.95

99.00

98.90

98.85

99.00

98.80

99.04

99.00

98.70

98.75

98.65

98.60

98.55

9

8

.6

5

98.50

9

8

.9

0

99.00

9

8

.8

0

99.10

99.07

99.05

99.10

99.07

99.04

99.35

99.45

99.50

99.20

99.20

99.55

99.25

99.25

99.25

99.25

99.49

99.19

99.19

99.19

99.19

98.95

98.9598.95

98.95

98.85

98.85

98.85

98.85

99.25

99.15

99.05

98.75

98.7598.75

98.75

green

99.00

0 10

100100

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150140 150

140 150

0

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

0

0 10

10

20

30

40

50

60

70

80

90

100

0

0

10

20

30

40

50

60

70

80

90

100

0

0 10 20 30 40 50 60 70 80 90 100 110 120 130

0

140 150140 150

S.NO. SYMBOL

1.

LEGEND FOR SWD.

DESCRIPTION

2. 300Ø RCC PIPE

250Ø/300Ø OVER FLOW PIPE

4.

CB 450X500mm CATCH BASIN

3.300mm WIDE DRAIN WITHSFRC GRATING

5. 300mm WIDE DRAIN WITH MS

1. ALL ROAD CROSSING ARE RCC HUME PIPE(NP3) UMO. NOTE:-

GRATING (Slope 1:750)6. TUBE WELL

7.3.0X3.0X3.0 mt. RAIN WATER HARVESTING PIT WITHDE - SILTING CHAMBER 2.50

1.50

3.00

3.00

(Slope 1:125/200/600)

(Slope 1:1275)

CB

CB

CB

CB

CB

CB

2.50

1.50

3.00

3.00

RWH-5RWH-6

2.50

1.50

3.00

3.00

RWH-7 2.50

1.50

3.00

3.00

RWH-4

2.50

1.50

3.00 3.00

RWH-1RWH-2

RWH-3

2.50

1.50

3.00

3.00

2.50

1.50

3.00

3.00

2.50

1.50

3.00

3.00

97.25

97.25

97.25

TW-1

TW-2

10000

5000

6000

6000

5000 50001200

1200

0

Fire Tank

10X5X3

Potable Water

Tank-1

6X5X3

Pu

mp

R

oo

m

Potable Water

Tank-2

6X5X3

12

00

m

m w

id

e S

ta

ir ca

se

fo

r e

ntry

TW-3

TW-3

8. DRAINAGE SUMP

CB

PROJECT :

ASHIANA DAKSH PHASE -I & EWS/LIG BLOCK

OWNERS NAME

Ashiana Housing Ltd.

DRG. TITLE:

Rain Water Harvesting system

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