5. PLANNING FOR INTERMODAL INTEGRATION - Mumbai ...

TECHNO-ECONOMIC SURVEY AND PREPARATION OF DPR FOR PANVEL-DIVA-VASAI-VIRAR CORRIDOR

Final TES & Detail Project Report Sept, 2014 5-1

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5.1 STUDY CORRIDOR The proposed Panvel - Virar suburban corridor runs from south to north along the eastern edge of MMR. A total of 13 stations are located along the 69.5 Km long corridor with inter-station spacing of 2.3 - 8.35 km (Table 5.1 and Figure 5.1).

Table 5.1: Existing Stations

S. No. Station Aprox Chainage (in km) Inter-station Distance (in km) 1 Panvel 0.0 -

2 Kalamboli 5.1 5.1

3 Navade Road 7.4 2.4

4 Taloje 10.8 3.3

5 Nilaje 19.4 8.6

6 Kopar 27.4 8.0

7 Bhiwandi 35.2 7.8

8 Kharbao 43.3 8.1

9 Kaman 51.7 8.4

10 Juchandra 57.3 5.6

11 Vasai 62.7 5.4

12 Nalasopara 67.0 4.3

13 Virar 69.5 2.5

A total of 24 stations (including 11 future stations) at an average inter-station spacing of 3 km are proposed along the suburban corridor (Table 5.2) to cater to serve a larger catchment and increased population in the future years.

The proposed Corridor will have major passenger interchange with other existing/ proposed mass transit Corridors at the following stations.

S. No. Station Interchange with 1 Virar Interchange with WR and proposed Elevated suburban Corridor.

It is the main terminal station of WR Churchgate – Virar Line, with suburban services extending upto Dahanu Road

2 Vasai Road WR and proposed Elevated suburban Corridor 3 Kopar CST - Kalyan Corridor of CR 4 Taloje Navi Mumbai Metro Phase 1 – (Belapur - Pendhar Line) 5 Navade Navi Mumbai Metro Phase 2 – (Pendhar - Khandeshwar Line) 6 Panvel Harbour (Slow and Fast) Lines, Bus Terminal



Figure 5.1. Proposed Panvel – Virar Suburban Corridor Alignment



The traffic dispersal and proposed arrangements and infrastructure for future traffic dispersal of the present stations are discussed in this report. The sites for future stations have no developments and road network at present – as and when these stations are developed, similar arrangements/ facilities in relation to the station precincts and surrounding developments can be provided there.

Table 5.2: Proposed Stations

S. No. Stations * Railways Kms from CSTM

Tentative chainages in km from Panvel

ISD (in Km)

Existing/ Proposed

Connection to main line

1 Panvel 68.128 0.000 - Existing

2 New Panvel - 1.466 1.466 Proposed

3 Tembode - 2.485 1.019 Proposed

4 Kalamboli 62.892 5.077 2.592 Existing Proposed

5 Navade Road 60.334 7.435 2.358 Existing

6 Pindhar - 8.850 1.415 Proposed

7 Taloje Panchanand 57.092 10.782 1.932 Existing Proposed

8 Nighu - 14.876 4.094 Proposed

9 Narivali - 16.733 1.857 Proposed

10 Nilaje 48.630 19.360 2.627 Existing Proposed

11 Nandavali - 24.815 5.455 Proposed

12 Kopar 48.790 27.353 2.538 Existing

13 New Dombivli - 28.650 1.297 Proposed

14 Pimplas - 32.315 3.665 Proposed

15 Bhiwandi Road 56.600 35.202 2.887 Existing Proposed

16 Kalwar - 37.715 2.513 Proposed

17 Dunge - 40.507 2.792 Proposed

18 Kharbao 64.940 43.310 2.803 Existing Proposed

19 Paye Gaon - 47.305 3.995 Proposed

20 Kaman Road 73.051 51.665 4.360 Existing Proposed

21 Juchandra 79.850 57.280 5.615 Existing Proposed

22 Vasai Road 84.110 62.710 5.430 Existing

23 Nalasopara 88.270 67.020 4.310 Existing

24 Virar 92.320 69.500 2.480 Existing

* Names of proposed stations are tentative and subject to change

5.2 EXISTING TRAFFIC DISPERSAL ARRANGEMENTS

Walk is the pre-dominant mode of feeder passenger trips to/ from the sub-urban rail system. At all stations, buses and IPT in the form of autos are the other major modes of the traffic dispersal. The details of existing stations of Panvel - Virar Corridor alongwith their respective landuse, catchment areas and interchanges with other systems are described in the following paragraphs, Figures 5.2 to 5.14 and Table 5.3.



5.2.1 PANVEL Panvel station is the first station of the proposed corridor. It is an important railway station on the Harbour Line and CST - Diva - Panvel route of the Central Railways. The station comes under Mumbai Division of Central Railway and is technically divided into Suburban and Main Line. The station Platforms 1,2,3 and 4 are for Suburban Trains while Platforms 5,6 and 7 are for main line trains. 9 pairs of daily express trains, 13 pairs of non-daily express trains and 12 daily commuter (passenger) trains stop here. The station also handles a sizeable amount of freight trains. The surrounding landuse near the station is a mix of commercial, industrial, semi public and residential. The connecting roads to the station are Old Panvel Road, Station Road, Panvel Matheran Road and Mumbai Pune Expressway. The prominent catchment areas of the station include Takka colony, forest colony and Panvel colony on western side while New Panvel Township is on eastern side. Road based public transport is provided by buses and autos. There is one bus stand / terminal in on the western side of the railway station which handles about 200 NMMT (New Mumbai Municipal Transport) buses per day mostly to other nodes in Navi Mumbai and a few services to Mumbai. The station has four passenger entries , three formal (two in west and one in east) and one informal in west .

The pictorial depiction of traffic dispersal and related issues of Panvel station are presented in Figure 5.2.

http://en.wikipedia.org/wiki/NMMT



i. Panvel

1. Parking of vehicles near the station entry 2. Unavailability of continuous and uniform

footpath

3. Lack of organized Autobays results in on-street

parking of Autos near the old station road

4. Lack of pedestrian facilities on Station Road

results in Pedestrian – vehicle conflicts

Figure 5.2. Traffic dispersal and related issues of Panvel Station

1

2

4

3

PANVEL



5.2.2 KALAMBOLI

Kalamboli is one of the nodes prominent of Navi Mumbai. It is a transportation hub, being situated at the junction of the Sion Panvel Highway, National Highway 4, Panvel By-Pass, Mumbai-Goa Highway & Mumbai-Pune Expressway, and is among the biggest iron & steel delivery centers in India Kalamboli station is about 5 km north of Panvel Station and located in Raigad district. The connecting roads to the station are Steel Market Road, Old Pune Road and Kalamboli Station Road. The surrounding landuse near the station is a mix of semi public and residential on western side while large pockets of undeveloped open area/ water bodies exist on eastern side. The important catchment areas near the station include Kudupapa and Kalamboli Township on western side while Valavali , Padghe and Tembhode are present on eastern side. Steel Market Yard is one of the major landmark on western side near the Kalamboli station. The station has four passenger entries out of which two are formal (one in west, one in east) and another two are informal (one in west, one in east) The pictorial depiction of traffic dispersal and related issues of Kalamboli station are presented in Figure 5.3.

5.2.3 NAVADE It is located about 7.4 km north of Panvel Station. The connecting roads to the station are MIDC Road, Navade Station Road and Kalamboli Link Road. At present, very sparse urban development exists near the station. The landuse on western side of the station is characterized by residential areas like Navade Township while large pockets of undeveloped open areas/ water bodies (Kasardi River) exist on eastern side. The station has four passenger entries out of which two are formal (one in west, one in east) and another two are informal (one in west, one in east) The pictorial depiction of traffic dispersal and related issues of Navade station are presented in Figure 5.4.

http://en.wikipedia.org/wiki/Navi_Mumbai

http://en.wikipedia.org/wiki/Sion_Panvel_Highway

http://en.wikipedia.org/wiki/National_Highway_4_(India)

http://en.wikipedia.org/wiki/National_Highway_4B_(India)



http://en.wikipedia.org/wiki/National_Highway_17_(India)

http://en.wikipedia.org/wiki/Mumbai-Pune_Expressway



ii. Kalamboli

1. Low traffic intensity near the Kalamboli station 2. Poor condition of the pedestrian bridge connecting the station

3. Present development around station area is

negligible

4. Lack of transport facilities near the station

Figure 5.3. Traffic dispersal and related issues of Kalamboli Station

1 2

4

3

KALAMBOLI



iii. Navade

1. Lack of transportation facilities near the station area

2. Commuters uses the staircase to access the station.

3. On-street parking of vehicles Lack of infrastructure facilities near the station

Figure 5.4. Traffic dispersal and related issues of Navade station

1

2

4

3

NAVADE



5.2.4 TALOJE

It is located about 10.8 km north of Panvel Station. The connecting roads to the station are Old Pune Road and Taloje Station Road. The landuse on either side of the station is characterized by small pockets of residential areas and large undeveloped open areas. The important catchment areas near the station include Imampuri, Taloje Panchanand, Owe and Pethapada on western side while Petali and Majkur gaon are present on eastern side .The station has one formal passenger entry on western side and an informal one on the eastern side. The pictorial depiction of traffic dispersal and related issues of Taloje Station are presented in Figure 5.5.

5.2.5 NILAJE

It is located about 19.4 km north of Panvel Station. The access roads to station are MIDC Pipe Line Road, Kalian Shilphata Road and Nilaje Station Road. The landuse on eastern side is characterized by large pockets of undeveloped open areas while on the western side, new township is developing. The catchment areas on western side include New Township, Khidkali Gaon , Sagarli Gaon and Paddle Gaon while Nilaje Gaon, Lodha Casa Bella Gold Township, Kalegaon, Hedutane and Shirdhon are present on eastern side. The station has four passenger entries out of which two are formal (one in west, one in east) and another two are informal (one in west, one in east) The pictorial depiction of traffic dispersal and related issues of Nilaje Station are presented in Figure 5.6.

5.2.6 KOPAR

It is located about 27.4 km north of Panvel Station. It is a mini-junction connecting the Central Line and the Dahanu Road-Panvel Line. Only Slow trains halt at this station. The connecting roads to the station are Kopar Road, Raj Road and New Ayre Road.The surrounding landuse near the station is a mix of commercial, semi public and residential and large pocket of open area on western side. The important catchment areas near the station include Kopar Gaon on western side while Mahtre Nagar , Tukaram Nagar , Dattanagar , Shastri Nagar and Ram Nagar are present on eastern side .The station has four passenger entries out of which two are formal (one on either side) and another two are informal (one on either side) The pictorial depiction of traffic dispersal and related issues of Kopar Station are presented in Figure 5.7.



iv. Taloje

1. Lack of formal parking facilities 2. Haphazard parking of vehicles near the station

area

3. Informal entry on eastern side of the station 4. Absences of formal parking and pedestrian facilities

Figure 5.5. Traffic dispersal and related issues of Taloje station

1

2

4

3

TALOJE



v. Nilaje

1. Absence of formal footpath and parking facilities

2. on-street parking on Lodha Casa Rio Gold Road

3. Undeveloped area near the station results in Low Traffic Intensity

Figure 5.6. Traffic dispersal and related issues of Nilaje station

1 2 3 NILAJE



vi. Kopar

1. Unorganised parking of vehicles near the station 2. Inadequate Pedestrian Facilities

3. Garbage and Discontinuous footpath result in difficulty for pedestrian movement.

4. Upcoming Residential developments near the station area are likely to increase the ridership in coming years

Figure 5.7. Traffic dispersal and related issues of Kopar station

1

2

4

3

KOPAR



5.2.7 BHIWANDI ROAD

It is located about 35.2 km north of Panvel Station andfalls under Thane district .The access roads to station are Chinchoti Anjur Phata Road , Kamatghar Road and Bhiwandi Station Road. The landuse on either side of the station is characterized by residential, semi-public areas and small pockets of undeveloped open areas. The catchment areas on western side include Rahanal, Millat Nagar, Val and Ovali while Bhiwandi , Narpoli gaon and Balaji Nagar are present on eastern side . The station has two formal passenger entries on western side and another two are informal (one in west, one in east) The pictorial depiction of traffic dispersal and related issues of Bhiwandi Road Station are presented in Figure 5.8.

5.2.8 KHARBAO

It is located about 43.3 km north of Panvel Station. The road access to station is via Chinchoti Anjur Phata Road. The landuse on either side of the station is characterized by small pockets of residential areas and large undeveloped open areas/ water body (Ulhas River). The station has one formal passenger entry on eastern side and one informal western side

The pictorial depiction of traffic dispersal and related issues of Datiwali Station are presented in Figure 5.9.

5.2.9 KAMAN

It is located about 51.6 km north of Panvel Station. The access roads to station are Chinchoti Anjur Phata Road and Station Road. The landuse on either side of the station largely composed of undeveloped open areas and small pockets of residential areas. The station has one formal passenger entry on eastern side and one informal western side The pictorial depiction of traffic dispersal and related issues of Kaman Station are presented in Figure 5.10.

http://en.wikipedia.org/wiki/Thane



vii. Bhiwandi Road

1. Lack of passenger infrastructure facilities near the station area

2. Absence of formal Pedestrian and parking facilities

3. Haphazard parking near the station entry 4. Lack of transportation facilities on station road

Figure 5.8. Traffic dispersal and related issues of Bhiwandi Road Station

1

2

4

3

BHIWANDI ROAD



viii. Kharbao

1. No formal entry on the Western side of the station – may be required for future developments

2. Present development around station area is negligible

3. Absence of formal parking facilites. 4. Low traffic intensity on station access roads

Figure 5.9. Traffic dispersal and related issues of Kharbao Station

1

2

4

3

KHARBAO



ix. Kaman Road

1. Narrow street and absence of footpath on eastern side

2. Present development around station area is negligible

3. Lack of transportation facilities near the station

area 4. Lack of passenger platform safety

Figure 5.10. Traffic dispersal and related issues of Kaman Road Station

1

2

4

3

KAMAN ROAD



5.2.10 JUCHANDRA

It is located about 57.3 km north of Panvel Station. The access roads to station are Naigaon East Road and Station Road. The landuse on either side of the station is characterized by sparsely developed residential areas and large pockets of undeveloped open areas.

The catchment areas near the station include the localities of Juchandra and Naigaon . The station has one formal passenger entry on western side and one informal eastern side.

The pictorial depiction of traffic dispersal and related issues of Juchandra Station are presented in Figure 5.11.

5.2.11 VASAI

It is located about 62.7 km north of Panvel Station. The access roads to station are Vasant Nagari Road, Ambati Road and Station Road. The landuse on either side of the station is characterized by residential, commercial, semi-public areas and salt pan areas.

The catchment areas on western side include Anand Nagar,Dindayal Nagar, Omar Nagar and Panchal Nagar while Vasai township and salt pans are present on eastern side . The station has two formal passenger entry on western side and two on eastern side. There are various residential apartments in the western side such as Shiv shakti apartment, Shamim apartment, etc and also Navghar Bus station. It hasa formal auto stand on the western side . The pictorial depiction of traffic dispersal and related issues of Bhiwandi Road Station are presented in Figure 5.12.

5.2.12 NALASOPARA

It is located about 67 km north of Panvel Station. The access roads to station are Nalasopara Station Road, S.T.Depot Road, and Achole Road. The landuse on either side of the station is characterized by residential, commercial , semi-public areas and small pockets of undeveloped open areas.

The catchment areas on western side include Morya Nagar, Kaveri Society and Samel Pada while Oswal Nagri, Damodar Nagar and Ambewadi exist on eastern side . The pictorial depiction of traffic dispersal and related issues of Nalasopara Road Station are presented in Figure 5.13.



x. Juchandra

1. Lack of pedestrian infrastructure facilities on platform

2. Lack of transportation facilities on station access road

3. Informal access to the platform from the

southern end of the station 4. Present development around station area is

negligible

Figure 5.11. Traffic dispersal and related issues of Juchandra Station

1

2

4

3

JUCHANDRA



xi. Vasai

1. Absence of no footpaths results in pedestrian spillover on road.

2. On- street parking of two wheelers

3. On-street parking of vehicles reduces the effective carriageway width

4. Pedestrian traffic conflicting with vehicular traffic

Figure 5.12. Traffic dispersal and related issues of Vasai Station

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2

4

3

VASAI



xii. Nalasopara

1. Absence of footpath on station road approaching

western entry. 2. On-street parking of vehicles reduces the

effective carriageway width

3. Undefined auto stand creates hindrance in the traffic movement

4. Absence of continuous footpath near the station results in pedestrian - vehicular conflicts.

Figure 5.13. Traffic dispersal and related issues of Nalasopara Station

1

2

4

3

NALASOPARA



5.2.13 VIRAR

Virar station is the last station of the proposed corridor and located about 69.5 km north of Panvel Station. The surrounding landuse near the station is a mix of commercial, semi public and residential. The connecting roads to the station are Veer Savarkar Road, Bazaar Road and Manvel Pada Road. The catchment of the station includes the dense localities of Vasai Virar Municipal Corporation.

Road based public transport is primarily provided by buses and supported by autos .The station has five passenger entries , three in east and two in west. The pictorial depiction of traffic dispersal and related issues of Virar station are presented in Figure 5.14.



xiii. Virar

1. Lack of defined auto stand on approach road of the eastern entry results in haphazard on-street parking of autos

2. Encroachment on footpath by informal activities results

3. Pedestrian spillover on road in absence of

sufficient footpath width 4. On-street parking of vehicles conflicts the

pedestrian movement Figure 5.14. Traffic dispersal and related issues of Virar station

1

2

4

3

VIRAR



Table 5.3: Issues and Concerns of the Station Areas

Station Names

Issues Concern Potential

Panvel (East) New Panvel

Encroachment of road by parking of vehicles reduces the effective width of carriageway.

Encroached footpaths by informal activities and projections by shopkeepers results in pedestrian movement on roadway

Lack of pedestrian facilities on station road results in Pedestrian – vehicle conflicts

On-street parking of vehicles is a matter of concern.

Encroachment on footpath by informal activities is also a major concern.

Lack of pedestrian facilities is also a matter of concern.

Encroached Railway land, by slum near Railway Station can be used for providing transport infrastructure / pedestrian facilities

Scope of generating revenue through advertisements/ commercial development of surrounding station area

Panvel (West) Old Panvel

Haphazard on-street parking of autos in absence of organized auto stand

Encroached footpaths by informal activities and projections by shopkeepers results in pedestrian movement on roadway

Lack of pedestrian facilities is a matter of concern.

Vacant land near the station area, which can be used for providing transport infrastructure / pedestrian facilities

Wide footpaths can accommodate the passenger dispersal

Kalamboli (East)

Lack of connectivity to the railway station with main road.

Planned passenger facilities are required to ensure passenger safety and convenience

Vacant land near the station area can be used for providing transport infrastructure / pedestrian facilities

Kalamboli (West)

Absence of adequate formal off-street parking

Container Depot on the west side of the station results in difficult to access the station



Navade (East)

Lack of proper connectivity to the railway station with main road.

Planned passenger facilities are required to ensure passenger safety

Vacant land near the station area can be used for providing transportation Infrastructure

Navade (West)

Lack of transportation facilities on station road

Lack of proper parking areas around station area

Lack of transportation facilities and On-street parking are the major concern

Vacant land near the station area can be used for providing parking space and transportation facilities

Taloje (East)



vacant land near the station area, can be used for parking space

New developments & Navi Mumbai Metro will generate more ridership for the station.

Taloje (West)

Lack of passenger safety and infrastructure facilities near the station

Lack of formal parking space near the station

Lack of passenger safety and infrastructure facilities.

vacant land near the station area, can be used for parking space

New developments & Navi Mumbai Metro will generate more ridership for the station.

Nilaje (East)


Lack of Railway Infrastructure like platform and ticketing counter

Lack of Transportation infrastructure for better connectivity with railway station

Vacant land near the station area can be used for providing transport infrastructure /



Station Names


pedestrian facilities

Nilaje (West)

Absence of footpaths and on-street parking of vehicles

On-street parking reduces the effective carriageway width

Lack of proper Public Transport / IPT stopping facilities

Absent and Encroached footpaths

On-street parking of vehicles, undefined auto parking


Kopar (East)

Discontinuous footpath

Encroached footpaths by informal activities

Discontinuous and Encroached footpaths, are the major concern of traffic circulation.

Wide footpaths can accommodate the passenger dispersal

Kopar (East)

Lack of formal parking space near the station

Discontinuous footpath

Formal parking of vehicles and Discontinuous, are the major concern of traffic circulation.

Vacant land near the station are can be used for providing transport infrastructure

Bhiwandi (East)

Lack of infrastructure facilities near the station area.

Haphazard & Undefined parking of vehicles near the station

Absence of footpath on station road results in difficulty for Pedestrian movement

Lack of transportation facilities

On-street parking of vehicles, Absence of footpaths are the major concern.

Vacant land near the station area can be used for providing infrastructure / pedestrian facilities

Bhiwandi (west)



Vacant land near the station area can be used for providing infrastructure / pedestrian facilities

Kharbav (East)

Lack of passenger safety and infrastructure facilities near the station

Absence of footpath on station road results in difficulty for Pedestrian movement


Absence of footpaths


Kharbav (West)




Kaman road (East)



Vacant land around the station can be utilised for station facilities

Kaman road (West)




Vacant land around the station can be utilised for station facilities

Juchandra (East)





Juchandra Lack of passenger safety and infrastructure facilities. Lack of passenger safety and infrastructure Vacant land near the station area can be used



Station Names


(East) facilities.

for providing transport infrastructure / pedestrian facilities

Vasai road (East)

Lack of defined auto stand area near the station

Absent footpaths near station area


Narrow Street, Absence of designated pick-drop areas, footpaths, on street parking and encroachment are the major traffic issues.


Vasai road (West)

Narrow street on western entry partially encroached by the parking of vehicles

Lack of defined auto stand area near the station



poor road condition


Bus stop location adjacent to the station will aid in accessible and more efficient passenger interchange.

Nalasopara (East)

Heavy on -street parking and encroachment


Narrow street



Nalasopara (East)

Lack of defined auto stand near station area

Heavy on -street parking and encroachment


Absence of designated pick-drop areas, footpaths, on street parking and encroachment are the major traffic issues.


Virar (East) Heavy pedestrian traffic on road conflicting with vehicular traffic due to unutilisation of footpath on some road stretches.

Lack of defined auto stand on approaching road of the eastern entry results in haphazard street parking of autos creating hindrance to the traffic.

Undefined and inadequate Bus stop area, resulting in passenger spillover on road.

absence of designated pick-drop and encroachment on the footpath result in undesirable pedestrian-vehicle conflicts and inefficient traffic circulation.

Transport infrastructure facilities can be provided by reconfiguration.

Virar (West)

Unavailability of footpath on major stretch of station road on western entry forces the pedestrians to use road for walking thus creating conflicts with vehicular traffic.

Heavy on street parking and encroachment reduces the effective carriageway width.

Lack of defined auto stand on approaching road of the eastern entry results in haphazard street parking of autos creating hindrance to the traffic.

Traffic congestion at station entries, absence of designated pick-drop result in undesirable pedestrian-vehicle conflicts and inefficient traffic circulation. On street parking is other concerns.

Transport infrastructure facilities can be provided by reconfiguration and better utilisation of available land /road space.



5.3 PLANNING FOR INTERCHANGE FACILITIES

It is necessary to plan for inter-modal integration at major interchange stations. The proposed inter-modal integration measures have the following objectives;

To facilitate efficient transfer and dispersal of passengers from/ to the stations

To provide for effective inter-modal interchange of the passengers with the feeder modes including walk

In conjunction with the projected ridership, planning of inter-modal integration is carried out for the year 2041. The existing Panvel - Virar Rail Corridor carries passenger traffic volume reaching sectional passenger load levels of around 3000 PHPDT and station loads upto 2000 passengers during peak hours. Majority of the sub-urban rail passengers walk to/ from the Railway stations. However, a significant percentage also depends on buses and IPTs for feeder mode to/ from the stations.

The modal distribution of the feeder trips at the station for the proposed system is likely to be similar to as presently observed at the major stations such as Panvel , Kopar, Nalasopara, Vasai and Virar . However, the quantum of passenger dispersal volumes in the station areas would increase significantly in the future.

With the increase in passenger traffic dispersing via the road network for their feeder trips, it is vital that adequate traffic dispersal facilities are available at the stations in terms of capacity of roads, footpaths/ pedestrian facilities, bus stops, IPT stands, Pick-Drop Areas and Parking to cater to the projected requirements.

The present transport infrastructure and dispersal facilities would need to be augmented to handle the additional volumes. Up-gradation of walkways, pedestrian cross-over facilities, new/ augmented bus/ IPT stands, planned pick-up/ drop-off areas, parking facilities and increased frequencies of public transport are the prominent measures envisaged for this purpose.

The proposed corridor will have potential passenger interchange with the proposed Navi Mumbai metro corridor which would been in vicinity of Kalamboli, Navade and Taloje. Accordinly the skywalks are proposed or extended in such a ways to have an integration with the proposed metro stations at concourse level

The traffic dispersal and proposed arrangements and infrastructure for future inter-modal transport integration and traffic dispersal for the thirteen existing stations along the Corridor have been prepared at conceptual level (Tables 5.4 to 5.16 and Figures 5.15 to 5.27). The sites for future stations have no developments and road network at present – as and when these stations are developed, similar arrangements/ facilities in relation to the station precincts and surrounding developments can be provided there.



Table 5.4: Peak hour Passenger Dispersal Demand Levels and Proposed Connectivity & Traffic Circulation at Panvel Station Road Names

Existing width

Existing capacity

Existing Load

Issues proposal Proposed capacity Projected load

Roads

West

Panvel Station

10m 5000 PCU/Hr

2500 PCU/Hr

• Encroachment of road by parking of vehicles, vendors reduces the effective width of carriageway.

• Road widening upto 30 m (continued carriageway width of approach roads) for better station connectivity

• Strengthening of Road shoulder areas • Removal of on-street parking of vehicles • Relocation of Vendors/ Hawkers from roadway. • Provision of pedestrian guardrails along footpath, zebra crossing, road marking and

traffic signages

15000 PCU/Hr 12000 PCU/Hr

East

Station Road

17.5 m 8500 PCU/Hr

500 PCU/Hr • On-street parking and vendors constrain the vehicular movement

• Relocation of Vendors/ Hawkers from roadway • Removal of on-street parking by providing off-street parking near the station.

10,000 PCU/Hr 7000 PCU/Hr

Pedestrian Facilities

PanvelStation Road (West)

13850 Persons/Hr

• Intense Pedestrian – Vehicle conflicts, On-Street vendors, IPT, Stands

• Proposal of two subway of 10 m on northern side & southern side of the existing subwayand extension of existing one upto the proposed platforms.

• Footpath (2m to 4m ) with the Provision of pedestrian guardrails along zebra crossing, road marking and traffic signages

• It is also proposed to have linkages with IPT and Bus Stops.

48000 Persons/Hr 44500 Persons/Hr

Station Road (East)

3000 persons/Hr

• Intense Pedestrian – Vehicle conflicts, • Discontinuous and encroached foot

path with vendors and IPT movements,

• Proposal of two subway of 10 m on northern side & southern side of the platform and extension of existing one upto the proposed platforms.

• Footpath (2m to 4m ) with the Provision of pedestrian guardrails along zebra crossing, road marking and traffic signages

• Removal of vendors from foot path and re-organised pick and drop area. • Widening of total footpath width by utilizing Road shoulder areas


Bus Stops

West /East On-Street

2 buses /minute

• The on-street Bus Stops impede traffic flow

• Demarcation of designated Bus Bays on main roads, especially near the proposed station entry/exits

• Existing bus depot on western side need to be augmented with more bus bays

21 Bus bays to handle a total of at least 22 buses/ minute

21 buses / minute

IPT (Auto/Taxi)

West /East

On-Street 12.5 Autos /minute

• The on-street Auto Stops impede traffic flow

• No Designated Pick-Drop Areas result in traffic congestion

• Demarcation of designated Bays and pick-drop zones near station entry/ exits by utilizing Road shoulder areas

65 Auto bays to handle a total of at least 40 Auto / minute

63 Auto / minute

Parking

West /East 540 ECS • Inadequate formal parking facilities results in unorganized and On-Street Parking leading to congestion

• Formal parking facilities can be provided near the station • Multistory parking • Ground floor parking

3000 ECS 3000 ECS



Table 5.5: Peak hour Passenger Dispersal Demand Levels and Proposed Connectivity & Traffic Circulation at kalamboli Station Road Names

Existing Width

Existing Capacity

Existing Load Issues Proposal Proposed Capacity Projected Load

Roads

West

Uran Road

12m 6000 PCU/Hr

2800 PCU/Hr Discontinuous and Encroached footpaths resulting in pedestrian spillover on road

Strengthening of Road shoulder areas, Relocation of Vendors/ Hawkers from roadway.

Demarcation of planned IPT Stands and Bus Stops in unutilized Road shoulder areas.


East

Kalamboli station raod

- - - Lack of connectivity to eastern side of the station with main road.

Road widen upto 30m on an eastern side of the station along with the provision of organized IPT stands/ Drop-off Areas for better station connectivity.

15000 PCU/Hr -


Station Road (West )

- - 250 Persons/Hr

Bridge connected the road to station is Poor in condition creates safety hazards for the pedestrian

Poor connectivity with the station

Widen/Improve the existing bridge condition

4m footpath (2 m on each side) near the station entry/exit

Proposal of 6m FOB on northern side of the platform and extension of existing one upto the proposed platform

It is also proposed to have linkages with IPT and Bus Stops.

9000 Persons/Hr

2200 Persons/Hr

Station Road (East)

- - 100 Persons/Hr

Lack of pedestrian facilities on station road

Provision of pedestrian guardrails along footpath, zebra crossing, road marking


4m footpath (2m on each side) near the station entry/exit

9000 Persons/Hr

1000 Persons/Hr

Bus Stops

West

On-Street

1 buses/minute

Lack of Bus stop facility near the station area

Demarcation of designated Bus Bays near the proposed station entry/exits


2 Buses / Minutes

East

- - No Bus stop facility near the station area

Demarcation of designated Bus Bays near the proposed station entry/exits

Proposal of one bus terminal near the station to fulfil the passengers requirement


1 Buses / Minutes

IPT (Auto) Stands/ Pick-Drop Areas

West

On-Street

1 Auto / minute

On Urban Road, Unorganized Auto stands and lack of pick/drop

Near the station No Auto stands and pick/drop areas.

Demarcation of designated Auto /pick-drop Bays by utilizing Road shoulder areas

20 bays to handle total volume of 20 vehicles/ minute

3Auto / minute

East - - - No Auto stands and pick/drop areas.



2 Auto / minute

Parking

West/ East

- -

- No authorized Parking areas for vehicles near

the station.

Planned parking facility with defined parking bays is suggested near the station, subject to land availability

250 ECS

-



Table 5.6: Peak hour Passenger Dispersal Demand Levels and Proposed Connectivity & Traffic Circulation at Navade Station

Road Names

Existing width

Existing capacity

Existing load

issues proposal Proposed capacity Projected load

Roads

West

Old Pune Road Road

17.5m 8750 PCU/Hr

4050 PCU/Hr

Lack of transportation facilities on road, which approaches the station

Strengthening of Road shoulder areas.

Demarcation of planned IPT Stands and Bus Stops in unutilized Road shoulder areas


East

Station Road

- - - No access road to the station on the eastern side

Widening of road on an eastern side of the station along with the provision of organized IPT stands/ Bus stop/Drop-off Areas

12000 PCU/Hr -


MIDC Road (West)

- - 150 Persons/Hr

Lack of pedestrian facilities on station road.

No footpath

Proposal of 6m FOB on southern side of the platform and extension of existing one upto the proposed platform





Station road (East)

-

- 50 Persons/Hr


Discontinuous and Encroached footpaths resulting in pedestrian spillover on road


Proposal of 4m wide skywalks with connections to the existing FOB, and integrated with the proposed station no. 5 of Navi Mumbai metro corridor


Bus Stops

West On-Street

1buses /minute

Lack of bus stop facility near the station Demarcation of designated Bus Bays on western side main roads, near the

proposed station entry/exits 4 Bus bays to handle a total of at least 4 buses/ minute

3 buses / minute

East - - Lack of bus stop facility near the station Demarcation of designated Bus near the proposed station entry/exits


1 buses / minute

IPT (Auto)

West

On-Street 1 Auto / minute

Lack of organised Auto stand and Designated Pick-Drop Areas

Demarcated of designated Bays and pick-drop zones near station entry/ exits by utilizing Road shoulder areas as per requirement


6 Auto / minute

East

- - No Autostand and Pick-Drop Areas Demarcated of designated Bays and pick-drop zones near station entry/

exits by utilizing Road shoulder areas as per requirement


2 Auto / minute

Parking

West / East

- - No parking facilities near the station

Planned off-street parking facilities with defined parking bays on both side of the station on the basis of land availability

270 ECS on both sides



Table 5.7: Peak hour Passenger Dispersal Demand Levels and Proposed Connectivity & Traffic Circulation at Taloje Station Road Names

Existing width

Existing capacity

Existing load


Roads

West

Station Road

17.5m 8750 PCU/Hr

1150 PCU/Hr

Narrow road with Lack of transportation facilities which approaches the station

Widening of road upto 15 m near the station for the free flow movement.

Strengthening of Road shoulder areas


East

Station Road

6.5 m 3250 PCU/Hr

100 PCU Narrow road on an eastern side to connect the station



7500 PCU/Hr 200 PCU


Station Road (West)

- 1200 Persons/Hr

Absences of footpath

Lack of pedestrian facilities like footpath on station road

4m footpath (2m on each side) near the station entry/exits


Widening of existing FOB upto 6m


Station Road (East)

- 250 Persons/Hr

Absences of footpath and on-street parking of vehicles reduces the effective carriageway width


Proposal of 4m wide skywalks with connections to the existing FOB, and integrated with the proposed station no. 10 of Navi Mumbai metro corridor. It is also proposed to have linkages with IPT and Bus Stops.


Bus Stops

West

On-Street 1 buses /minute

Lack of bus stop facility near the station

Proposed designated Busbay near the proposed station entry/exits


3 buses / minute

East

- - No bus stop facility


Demarcation of designated Busbay near the proposed station entry/exits


1 buses / minute

IPT (Auto)

West

On-Street 3 Auto / minute

Unorganized Auto stands and lack of pick/drop areas

Demarcation of designated Auto Bays and pick-drop zones by utilizing Road shoulder areas and open Land near Station entry


6 Auto / minute

East - -

No Auto facility /Autostand near the station area

Demarcation of new designated Autobay near the proposed station entry/exits


2 Autos/ minute

Parking

West / East 8 ECS No parking facility on both side of r the station


350 ECS 70 ECS



Table 5.8: Peak hour Passenger Dispersal Demand Levels and Proposed Connectivity & Traffic Circulation at Nilaje Station Road Names

Existing width

Existing capacity

Existing load

Issues Proposal Proposed capacity Projected load

Roads

West

Station Road

15.5m 7250 PCU/Hr

550 PCU/Hr Road partially encroached by on-street parking reduces the effective carriageway width

Lack of transport infrastructure facilities

Widening of road upto 15m near the station for the free flow movement.


Provision of pedestrian guardrails along footpath, zebra crossing, road marking and traffic signages

Demarcation of planned IPT Stands and parking in unutilized Road shoulder areas


East

Station Road

- - - No access road to station

Widening of Road upto 15 m near Station Entry for the free flow movement


7500 PCU/Hr -


West 600 Persons/Hr

Absence of footpaths and On-street parking of vehicles conflict the pedestrian movement.

Removal of parking

4m footpath (2m on each side) near the station entry/exits Proposal of 6 m FOB on northern side of the platform and extension of

existing one upto the proposed platform

9000 Persons/Hr

5500 Persons/Hr

East 250 Persons/Hr

Absence of footpaths & lack of Pedestrian Facilities




Bus Stops

West - -

No bus stop facility near the station

Demarcation of designated Bus Bays on main roads, near the proposed station entry/exits


1 Buses / Minutes

East - -

No bus stop facility near the station



1 Buses / Minutes


West

On-Street 1Auto / minute

Lack of organised stand and Designated Pick-Drop Areas

Demarcation of designated Bays and pick-drop zones near station entry/ exits by utilizing Road shoulder areas

25 bays to handle total volume of 25 vehicles/ minute 3 Auto /

minute

East - -

No IPT stand and Designated Pick-Drop areas near the station



1Auto / minute

Parking

West 5 ECS Lack of parking facility

Formal parking facilities can be provided near the station on subject to land availability

150 ECS 50 ECS

East -

No parking areas around station area


90 ECS 20 ECS



Table 5.9: Peak hour Passenger Dispersal Demand Levels and Proposed Connectivity & Traffic Circulation at kopar Station Road Names

Existing width

Existing capacity

Existing load


Roads

West

Station road

6m 3000

PCU/Hr

850

PCU/Hr

Unorganised parking of vehicles near the station reduces the effective carriageway width

Strengthening of Road shoulder areas for increasing road traffic capacity

Removal of parking of vehicles



East

Kopar Road 6m 3000 PCU/Hr

950 PCU PCU/Hr

Narrow road with lack of transportation facilities


Strengthening of Road shoulder areas for increasing road traffic capacity


6000 PCU/Hr

5500

PCU/Hr


Station road (West)

1m 1000 Persons/Hr

850 Persons/Hr

Discontinuous and unpaved footpath

Encroached footpaths by informal activities, slums

Station Entry/ Exits provided across all directions for facilitating convenient access

Relocation of Vendors/ Hawkers from footpath and provide pedestrian facilities

3m footpath (1.5m on each side) near the station entry/exit



Station road (East)

1m 1000 Persons/Hr

1350 Persons/Hr

Discontinuous footpaths 3m footpath (1.5m on each side) near the station entry/exist .

Widen of existing FOB upto 6m



Bus Stops

West - -

The on-street Bus Stops impede traffic flow

Demarcation of designated Bus Bays on main roads, near the proposed station entry/exits 1 Bus bays to handle a total of at least 1 buses/ minute

1buses / minute

East On-Street

1 buses /minute

The on-street Bus Stops impede traffic flow


Proposal of one bus terminal near the station to fulfill the passengers requirement


5 buses / minute

IPT (Auto)

West

- - No IPT facility



5 Auto / minute

East

On-Street

2 Auto / minute

The on-street Auto Stops impede traffic flow

No Designated Pick-Drop Areas result in traffic congestion



13 Auto / minute

Parking

West 50 ECS Inadequate formal parking facilities results in unorganized and On-Street Parking leading to congestion

Planned off-street parking facilities with defined parking bays is suggested near the station

460 ECS 450 ECS

East - No parking facilities Planned off-street parking facilities with defined parking bays is suggested near the station 60 ECS



Table 5.10: Peak hour Passenger Dispersal Demand Levels and Proposed Connectivity & Traffic Circulation at Bhiwandi Station

Road Names

Existing width

Existing capacity

Existing load

Issues Proposal Proposed capacity Projected load

Roads

West

Bhiwandi Station Road

- - - No access road to the station Proposal of road upto 12 m near the station for the free flow movement.

Strengthening of Road shoulder areas 6000 PCU /Hr

-

East

Bhiwandi Road

7m 3500 PCU/Hr

900 PCU/Hr Narrow road with lack of transportation facilities





West - - 1000 Persons/Hr

Absence of footpath and Lack of pedestrian facilities

Strengthening of footpath area

Proposal of one 6 m FOB on northern side of the platform and extension of existing one upto the proposed platform

4 m footpath (2m on each side) near the station entry/exit


East - - 250 Persons/Hr

Absence of footpaths and On-street parking of vehicles conflict the pedestrian movement.

4 m footpath (2m on each side) near the station entry/exit

Removal of parking



Bus Stops

West - - No Bus Stops facility



1 buses / minute

East

On-Street

2 buses /minute

Lack of Bus Stops facility

Demarcation of designated Bus Bays on main roads, especially near the proposed station entry/exits



3 buses / minute

IPT (Auto)

West

- - No IPT stand Demarcation of designated Bays and pick-drop zones near station entry/

exits by utilizing Road shoulder areas


2 Autos/ minute

East On-Street

2 Autos/ minute

Unorganized Auto stands and No Designated Pick-Drop Areas result in traffic congestion



9 Auto / minute

Parking

West - No parking facility


100 ECS -



East 13 ECS

Inadequate formal parking facilities results in unorganized and On-Street Parking leading to congestion


120 ECS 110 ECS

Table 5.11: Peak hour Passenger Dispersal Demand Levels and Proposed Connectivity & Traffic Circulation at Kharbao Station Road Names

Existing width

Existing capacity

Existing load issues proposal Proposed capacity Projected load

Roads

West

Station Road

5m 2500 PCU -

No road connectivity to access the station on western side



7500

-

East

Station Road

11m 5500 PCU/Hr

100 PCU/Hr Lack of transport infrastructure facilities






West 100 Persons/Hr

Absence of footpath





East 50 Persons/Hr

Absence of footpath

Lack of pedestrian facilities

Provision of pedestrian guardrails along footpath ,zebra crossing, road marking



Bus Stops

West/East - -

No Bus Stops facility near the station

Demarcation of designated Busbay on both sides near the proposed station entry/exits


1 buses / minute

IPT (Auto)

West/ East

- -

No IPT stand near the station Demarcation of new designated Auto / pick drop bays near the

proposed station entry/exits 40 bays to handle total volume of 40 vehicles/ minute

3 Autos/ minute

Parking

West - No parking facility near the station


100 ECS -

East 13 ECS Lack of parking facilities near the station


120 ECS 110 ECS



Table 5.12: Peak hour Passenger Dispersal Demand Levels and Proposed Connectivity & Traffic Circulation at Kaman Road Station Road Names

Existing width

Existing capacity


Roads

West

Station Road

- - - No station entry from western side of the station

No road

Provision of entry exist on western side with all facilities

Proposal of road upto 30m near the station for the free flow movement.


15000 PCU -

East

Station Road

6m 3000 PCU/Hr

50 PCU/Hr Narrow street and absence of footpath

Lack of transportation facilities which approaches the station







Absence of footpath and Lack of pedestrian facilities

Proposal of one 6m FOB on southern side of the platform and extension of existing one upto the proposed platform

3m footpath (1.5m on each side) near the station entry/exits



East - - 50 Persons/Hr

Absence of footpath

Lack of pedestrian facilities




Bus Stops

West/ East

- -

No Bus Stops facility near the station

Proposed of designated Bus Bays on main roads, near the proposed station entry/exits


1 buses / minute

IPT (Auto)

West/ East

- -

No Auto facility /Autostand near the station area

Demarcation of designated Autobay near the proposed station entry/exits


2 Auto / minute

Parking

West/ East

- - No formal parking facilities

Planned parking facilities with defined parking bays is suggested near the station

300 ECS



Table 5.13: Peak hour Passenger Dispersal Demand Levels and Proposed Connectivity & Traffic Circulation at Juchandra Station Road Names

Existing width

Existing capacity


Roads

West

Naigaon East Road

10 5000 PCU/Hr

2200 PCU/Hr Narrow road,

Lack of transportation facilities


Provision of continuous & uniform footpaths, pedestrian guardrails, zebra crossing, road markings and traffic signages


East

Naigaon Road

- - - No road on an eastern side to connect the station

Proposal of road upto 15 m near the station for the free flow movement.

Provision of continuous & uniform footpaths, pedestrian guardrails, zebra crossing, road markings and traffic signages

7500 PCU/Hr -



Absence of footpath,

lack of pedestrian facilities




East - - 50 Persons/Hr Absence of footpath and Lack of pedestrian facilities


Strengthening of footpath area in front of station Entry/Exits.

Provision of pedestrian guardrails along zebra crossing, road marking

Station Entry/ Exits provided across all directions for facilitating convenient access


Bus Stops

West/ East -

- - No Bus stop facility near the

station area


Proposal of one bus terminal near the station on western side of the station


2 buses / minute

IPT (Auto)

West - On-Street

1 Auto / minute

No organised stand and Designated Pick-Drop Areas

Demarcation of designated Auto / pick drop bays near the proposed station entry/exits by utilizing Road shoulder areas


2 Auto / minute

East - - -

No Auto facility near the station area

Demarcation of designated Auto / pick drop bays near the proposed station entry/exits


1 Autos/ minute

Parking

West - - 13 ECS Lack of formal parking facilities

Planned parking facilities with defined parking bays is suggested near the station, subject to land availability

120 ECS 110 ECS

East - - - No parking areas around station area


115 ECS -



Table 5.14: Peak hour Passenger Dispersal Demand Levels & Proposed Dispersal Facilities & Traffic Circulation at Vasai Road Station Existin

g width Existing Capacity

Existing Load

Issues Proposal Proposed Capacity Projected Load Roads

Main Road (West)

24m 12000 PCU 7800 PCU/Hr

On-street parking of vehicles

on-street vendors on reduce the effective carriageway width.

Removal of on-street parking

Relocation of vendors




Bazar Road (East)

5m 2500 PCU 1150 PCU/Hr

On-street parking and vendors constrain the vehicular movement

Proposal of road near the station for the free flow movement.


Strengthening of Road shoulder areas,

Relocation of Vendors/ Hawkers from roadway

Demarcation of planned IPT Stands in unutilized Road shoulder areas



Main Road (West)

10700 Persons/Hr

Heavy pedestrian volume on lesser width of footpath



Proposal of 10m FOB on southern side of the platform and extension of existing one upto the proposed platform


Station Road (East)

7500 persons

Absence of footpath results in pedestrian traffic on road




20000 Persons/Hr 11500 persons

Bus Stops West On street 1bus/

minute on-street Bus Stops conflict with other

traffic Demarcation of designated Busbay near the proposed station entry/exits

Existing bus terminal need to be augmented

4 bus bays to handle total volume of 4 buses/ minute

3 buses/ minute

East On street 1bus/ minute

on-street Bus Stops conflict with other traffic

Demarcation of designated Busbay near the proposed station entry/exits 2 bus bays to handle total volume of 2 buses/ minute

2 buses/ minute


West On-Street

5Autos/ minute

on-street Auto Stops conflict with other traffic

No Designated Pick-Drop Areas

Demarcation of designated Bays and pick-drop zones by utilizing Road shoulder areas


8 Autos/ minute

East On-Street

1Autos/ minute




5 Autos/ minute

Parking

West 200 ECS Lack of Off-Street Parking results in unorganized and On-Street Parking leading to congestion


350 ECS 300 ECS

East 50 ECS Lack of Off-Street Parking results in unorganized and On-Street Parking leading to congestion


90 ECS 60 ECS



Table 5.15: Peak hour Passenger Dispersal Demand Levels and Proposed Connectivity & Traffic Circulation at Nalasopara Station Existing

width Existing Capacity

Existing Load

Issues Proposal Proposed Capacity Projected Load Roads

ST Depot Road (West)

14m 7000 PCU/Hr

900 PCU/Hr

Pedestrian traffic conflicting with vehicular traffic




Station Road (East)

5m 2500 PCU/Hr

800 PCU/Hr

On-street parking with undefined auto stand


Demarcation of planned IPT Stands 2500 PCU/Hr

1200 PCU/Hr


ST Depot Road (West)

11900 Persons/Hr

Pedestrian traffic conflicting with vehicular traffic and auto movements



Proposal of one 10m FOB on southern side of the platform and extension of existing one upto the proposed platform



Station Road (East)

10400 Persons/Hr

Absence of footpath on station road





Bus Stops

West

On street

2 bus/ minute

The on-street Bus Stops conflict with other traffic


Existing bus terminal need to be augmented requirement


4 buses/ minute

East

- - No bus stop facility near the station Demarcation of designated Busbay near the proposed station entry/exits


1 buses/ minute


West - On-Street

3 Autos/ minute

The on-street Auto Stops conflict with other traffic



30 Auto bays to handle total volume of 30 autos/ minute

6Autos/ minute

East - On-Street

2 Autos/ minute




4 Autos/ minute

Parking

West - - 10 ECS Lack of Off-Street Parking results in unorganized and On-Street Parking leading to congestion


100 ECS 20 ECS

East - - 50 ECS Lack of Off-Street Parking results in unorganized and On-Street Parking leading to congestion


150 ECS

70ECS



Table 5.16: Peak hour Passenger Dispersal Demand Levels & Proposed Dispersal Facilities & Traffic Circulation at Virar Station Existing

width Existing Capacity

Existing Load

Issues Proposal Proposed Capacity Projected Load

Roads

Station Road (West)

9m 4500 PCU/Hr

1600 PCU/Hr

On-street parking with encroachment on footpath and pedestrian movement on road


Removal of encroachments and on-street parking

Demarcation of planned IPT Stands


Station Road (East)

8m 4000 PCU/Hr

1700 PCU/Hr

Unorganised IPT stand along with encroachment on the street


Removal of encroachments and Demarcation of planned IPT Stands 4000 PCU/Hr 2500 PCU/Hr


Station Road (West)

- - 9900 persons/Hr

Heavy pedestrian traffic on carriageway due to encroachment on footpath

Proposal of two 10m FOB on southern and northern side of the platform

Widening of total footpath width to 4m (2m on each side) by utilizing Road shoulder areas

Provision of pedestrian guardrails along footpath zebra crossing, road marking

20000 Persons/Hr 15000 persons/Hr

Bazar Road (East)

- - - Discontinuous and Encroached footpaths

resulting in pedestrian spillover on road

6m wide skywalks with the connection to the existing Virar suburban station.

Provision of pedestrian guardrails along footpath zebra crossing, road marking

Widening of total footpath width to 4m (2m on each side) by utilizing Road shoulder areas

Relocation of Vendors/ Hawkers from footpath

20000 Persons/Hr


East/West

On-Street 25 Autos/ minute

The on-street Auto Stops conflict with other traffic


Demarcation of designated Auto / pick-drop Bays by utilizing Road shoulder areas


45 Autos/ minute

Bus Stops

East/West

On street 1 bus/ minute

The on-street Bus Stops conflict with other traffic

Demarcation of designated Bus Bays


5 buses/ minute

Parking

West 210 ECS Lack of Parking results in unorganized and

On-Street Parking leading to congestion Planned parking facility with defined parking bays is suggested near the

station, subject to land availability 700 ECS 640 ECS

East 150 ECS Lack of Parking results in unorganized and

On-Street Parking leading to congestion Planned parking facility with defined parking bays is suggested near the

station, subject to land availability 450 ECS 445 ECS



Figure 5.15:Proposed Traffic Integration & Circulation Plan of Panvel Station



Figure 5.16 Proposed Traffic Integration & Circulation Plan of Kalamboli Station



Fig 5.17 Proposed Traffic Integration & Circulation Plan of Navade Station



Figure 5.18: Proposed Traffic Integration & Circulation Plan of Nilaje Station



Figure 5.19: Proposed Traffic Integration & Circulation Plan of Nilaje Station



Figure 5.20:Proposed Traffic Integration & Circulation Plan of Kopar Station



Figure 5.21:Proposed Traffic Integration & Circulation Plan of Bhiwandi Station



Figure 5.22: Proposed Traffic Integration & Circulation Plan of Kharbao Station



Figure 5.23:Proposed Traffic Integration & Circulation Plan of Kaman Station



Figure 5.24: Proposed Traffic Integration & Circulation Plan of Juchandra Station



Figure 5.25: Proposed Traffic Integration & Circulation Plan of Vasai Station



Figure 5.26: Proposed Traffic Integration & Circulation Plan of Nalasopara Station



Figure 5.27:Proposed Traffic Integration & Circulation Plan of virar Station

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