1. Street design survey and data collection

2. 1. Pedestrian and Cyclist count
30 minute surveys on each side of the road, during peak hr
Gender
Age
Cycle rickshaw Or
Goods cycle
On/Off
footpath

3. Presentation of pedestrian count - sample
<=10
18-25
26-33
34-45
46-64
65+

4. Presentation of cyclist count – sample

5. 2. Footpath obstruction survey
Mark points at intersections along the length of the road,
Walk between these points to count:
Permanent obstructions
Temporary obstructions
Parked vehicles

6. Continuous survey

7. Types of obstructions Drain covers Dust bins, TNEB box Trees
Light pole, parking
Road side shops
Temporary
Permanent

8. 3. Land use analysis Identify for all buildings in the study area:
Ground and upper floor land use
Number of floors
Type of activities in each building

9. Street vending locations

10. 5. Parking survey To identify parking patterns and occupancy rates
Survey should cover
Study Area streets + streets within a buffer of 500 m on both sides
Both on-street parking + off-street public or semi- public parking
Parking demand to be assessed and classified by vehicle type
Parking fee structure

12. Calculating parking requirement Equivalent car space (ECS)
Mode
Number of vehicles
1 Car
5 bikes
10 bicycles
Nearly 2 auto-rickshaws
5 m

13. Equivalent car space (ECS)
Vehicle
Parking slot area (sq m)
Adopted ECS
Car 10
1.0
Two wheeler 2
0.2
Cycle 1
0.1
Auto-rickshaw
4.5
0.7
Cycle rickshaw
2.5
0.5
Bus 39
3.9
HCV
21.6
2.2
LCV
Mini Bus 21
1.5 

14. Calculating parking occupancy – Kasthurbhai Nagar 3rd Street
Calculations
Road length
300m
Total length (2 sides of the road)
600m
300 x 2 = 600
Total parking area
1200 sqm
600m x 2 (car width) = 1200
Net parking area (available parking area)
840 sqm
70% x 1200sqm = 840
Net capacity (Max no. of cars parked)
84 ECS
840 / 10 (1 car area) = 84
No. of parked vehicles
(as per survey)
57.4 ECS
Area occupied by parked ECS
574 sqm
57.4 ECS x 10 (1 car area) = 574
Occupancy
69%
574 sqm of parked ECS / 840 sqm of net parking area = 0.69
Available parking space
226 sqm ECS
840 sqm – 574 sqm = 226 sqm = 22.6 ECS

15. Calculating parking occupancy – 1st Avenue Road, Indira Nagar
Calculations
Road length
300m
Total length (2 sides of the road)
600m
300 x 2 = 600
Total parking area
1200 sqm
600m x 2 (car width) = 1200
Net parking area (available parking area)
840 sqm
70% x 1200sqm = 840
Net capacity (Max no. of cars parked)
84 ECS
840 / 10 (1 car area) = 84
No. of parked vehicles
(as per survey)
24.4 ECS
Area occupied by parked ECS
244 sqm
24.4 ECS x 10 (1 car area) = 244
Occupancy
29%
244 sqm of parked ECS / 840 sqm of net parking area = 0.29
Available parking space
596 sqm ECS
840 sqm – 244 sqm = 226 sqm = 22.6 ECS

16. Calculating parking occupancy – South Canal Road, Stretch 1
Calculations
Road length
240m
Total length (2 sides of the road)
480m
240 x 2 = 480
Total parking area
960 sqm
480m x 2 (car width) = 960
Net parking area (available parking area)
672 sqm
70% x 960sqm = 672
Net capacity (Max no. of cars parked)
67.2 ECS
672 / 10 (1 car area) = 67.2
No. of parked vehicles
(as per survey)
49.8 ECS
Area occupied by parked ECS
498 sqm
49.8 ECS x 10 (1 car area) = 498
Occupancy
74.1%
498 sqm of parked ECS / 672 sqm of net parking area = 0.741
Available parking space
174 sqm ECS
672 sqm – 498 sqm = 174 sqm = 17.4 ECS

17. Calculating parking occupancy – South Canal Road, Stretch 2
Calculations
Road length
300m
Total length (2 sides of the road)
600m
300 x 2 = 600
Total parking area
1200 sqm
600m x 2 (car width) = 1200
Net parking area (available parking area)
840 sqm
70% x 1200sqm = 840
Net capacity (Max no. of cars parked)
84 ECS
840 / 10 (1 car area) = 84
No. of parked vehicles
(as per survey)
74.2 ECS
Area occupied by parked ECS
742 sqm
74.2 ECS x 10 (1 car area) = 742
Occupancy
88.4%
742 sqm of parked ECS / 840 sqm of net parking area = .884
Available parking space
98 sqm 9.8 ECS
840 sqm – 742 sqm = 98 sqm = 9.8 ECS

18. Parking occupancy Available parking spaces-726 ECS
Occupied parking spaces-318 ECS