Water Requirement

S.No Description No. of

occupants

Consumption

per head

(LPCD)

Domestic

(KLD)

Flushing

(KLD)

Total

(KLD)

1 Cottages 118

Rooms

236 320 65 11 76

2 Restaurant

60

240 70 13 4 17

3 Residential

staff

18 135 1.6 0.8 2.5

4 Non

residential

staff

42 45 1.2 0.6 2.0

5 Swimming

pool

- - 15 15

6 Spa and

other

facilities

- - 8 8

Total 536 104 24 128

Water Balance

Sewage Generated

(85% domestic & 100%

flushing) 113 KLD

STP Capacity 125 KLD

Total treated sewage

water (95%) 107 KLD

Green Belt (22536 Sq.m)

70 KLD

Raw water

104 KLD

Swimming pool

15 KLD

Toilet Flushing

24 KLD

Cooling Tower

13 KLD

132.67 A

S P

ER

S

IT

E

3.75M WIDE SERVICE ROAD 3.75M WIDE SERVICE ROAD

337.95 AS PER SITE

117.81 A

S P

ER

S

IT

E

RAINWATER HARVESTING TRENCHRAINWATER HARVESTING TRENCH

STAFF

ENTRY/EXIT

Gate & Compound wall Detail

( Not to Scale)

DWARF WALL DETAIL

6000

Section of

Compound wall

1000

200

SECTION - XX (SCALE 1:50)

ELEVATION (SCALE 1:50)

SECURITY PLAN

Finished ground level

2000

GRAVELS 5 TO 10MM

COARSE SAND 1.5 TO 2MM

BOULDERS

5 TO 20MM

2000

DT-103 DT-102 DT-101

LICENSED SURVEYOR'S SIGNATURE

STRUCTURAL ENGINEER'S SIGNATURE

OWNER'S SIGNATURE

ARCHITECT'S SIGNATURE

COLOR INDEX

PLOT BOUNDARY

ROAD

PROPOSED

DRAWING TITLE

SITE PLAN

N

SCALE - 1 :350

SPECIFICATION

SCHEDULE OF JOINERY

SHEET NO - 1/7

FOUNDATION:

R.C.C RAFT FOUNDATION OVER A BED OF 1:4:8 SAND FILLING.

SUPER STRUCTURE:

100 m THK. INTERNAL & 200 mm THK.EXTERNAL WALLS IN C.M 1:5

WITH PLASTER IN C.M 1:5

R.C.C WORK :

R.C COLUMNS,BEAMS,SLABS,LINTELS, AND SUNSHADES IN 1:2:4

MIX ADEQUATELY REINFORCED.

FLOORING : CERAMIC FLOORING.

WEATHERING COURSE :

ONE SET OF BRICK JELLY LIME CONCRETE MIXED WITH CRUDE

OIL POINTED AND LAID TO SLOPE.

LOCATION PLAN

SCALE : N.T.S.

COMPOUND WALL DETAILS SECURITY CABIN DETAILS RECHARGE PIT DETAILS

RAFT FOUNDATION DETAIL

TYPE

D1

D2

WIDTH HEIGHTDESCRIPTION

DOOR

DOOR

DOOR

1800

1500

1000

800

2100

2100

2100

2100

925

2100

750

2100

2000

1050

4000

1050

900 2100

1400 2100

2100

D3 1400

2100

DOOR

DOOR

DOOR

DOOR

DOOR

GLASS DOOR

GLASS DOOR

SWINGING DOOR

REFRIGERATOR DOOR

FIRE RESCUE DOOR

FIXED GLASS

D4 1200

D5

D6

D7

D8

GD1

GD2

SD

RD

FRD

FG

2100

2100

2100

2100

LICENSED SURVEYOR'S SIGNATURE

STRUCTURAL ENGINEER'S SIGNATURE

OWNER'S SIGNATURE

ARCHITECT'S SIGNATURE

COLOR INDEX

PLOT BOUNDARY

ROAD

PROPOSED

DRAWING TITLE

SECTION-A1, A2, A3

SCALE - 1 :200

SPECIFICATION

SCHEDULE OF JOINERY

SHEET NO - 7/7

FOUNDATION:

R.C.C RAFT FOUNDATION OVER A BED OF 1:4:8 SAND FILLING.

SUPER STRUCTURE:

100 m THK. INTERNAL & 200 mm THK.EXTERNAL WALLS IN C.M 1:5

WITH PLASTER IN C.M 1:5

R.C.C WORK :

R.C COLUMNS,BEAMS,SLABS,LINTELS, AND SUNSHADES IN 1:2:4

MIX ADEQUATELY REINFORCED.

FLOORING : CERAMIC FLOORING.

WEATHERING COURSE :

ONE SET OF BRICK JELLY LIME CONCRETE MIXED WITH CRUDE

OIL POINTED AND LAID TO SLOPE.

NOTE : UNDER GROUND SUMP AND OVER HEAD WATER TANK

ARE SCIENTIFICALLY CLOSED.

ELEVATIONS-A & B

TOPOGRAPHICAL SURVEY AT VADANENMELI,THIRUVIDANTHAI,KANCHIPURAM Dt..

M/s A.R.RESORTS INDIA PVT.LTD.,148, Dr.RADHAKRISHNAN SALAI,

4.SURVEY DONE-BOUNDARY AS IDENTIFIED BY THE CLIENT.

3. BENCH MARK IS BASED ON THE GATE PILLER

2. ALL DIMENSION ARE IN METER AND FEET.

AND ITS VALUE IS +100.000

1. SURVEY DONE DURING AUG-2015.

TOTAL AREA OF

THE SITE

SYMBOL DESCRIPTION

43067.336463572.947

10.642

RELIABLE CONSULTANTSS

1:750DATE:DRAWN:

27.08.2015K.Vinoth 01.DRG.NO:

SCALE:

A1

CHECKED: REV.

K.Saravanan 00

MYLAPORE,CHENNAI-600 004.