Page 19 - 19BAR0026

Notes:

Water 1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN
YourSpreadsheets AND IT MAY NOT BE REPRODUCED IN
TOILET CALCULATION WHOLE OR PART OR USED FOR THE MANUFACTURE OF
ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE
COPYRIGHT HOLDERS.

2.WORK TO FIGURED DIMENSIONS ONLY.

Male Population - 35250 Turf 3.THIS DRAWING IS TO BE READ IN CONJUNCTION WITH
Female Male Toilets -(16450/1000) x 28 ALL RELEVANT ARCHITECT'S, SERVICE ENGINEER'S AND
Female Population – 11750 YourSpreadsheets DRAWINGS AND SPECIFICATIONS.
= 476 Toilets Wash Basins-
An additional 10 percent in male and female
(16450/1000) x 14= 238Wash Basins Drainage cell SCHEDULE:
Male Population – 35250+4700- 39950

Female Population – 11750+4700- 16450 Disabled people Min No of Disabled Impermeable

people- 0.5 percent of total Membrane
Male Toilets -(39950/1000) x 3 =120 Toilets
population0.5 percent of 47000 – 235
Urinals-(39950/1000) x15= 600 Urinals Sub-base
Toilets -(400/20) x 1 = 20 Toilets Wash
Wash Basins- (39950/1000) x 6= 240Wash
Basins- (400/20) x 1 = 20 Wash Basins
Basins

Collector Drain

Max stands angle - 34 Degree

13

12

11 2.2

1.3
32° 10

Max stands angle - 34 Degree
4
UPPER STANDS SECTION
3
1
2.6 2.6 2.2
1 2

1 0.8
1
Max stands angle - 34 Degree 27° 1 0.5 1

DUGOUT SECTION
25 REVISIONS:
0.3 24 2.2
VIP/VVIP STANDS SECTION
23
1.4
TOILET FOR DIFFERENTLY ABLED
22

21
20
21°

DISABLED PEOPLE STANDS SECTION

KEYPLAN

9

8
Max stands angle - 34 Degree
7

6

5
0.3
4

3
2

1
21° 0.3 Name -
-
GOKUL KRISHNAN

0.8 1

-

5
12.5 SECTIONS

LOWER STANDS SECTION

-

A2