The document discusses the proposal to design an intermodal passenger station (IMS) in Ajni, Nagpur. The key points are:
1. The proposal is to design an IMS consisting of a 140-bay bus terminal connected to the Congress Nagar Metro station. It will have parking for 900 cars and world-class amenities.
2. The IMS will integrate different transportation modes like buses, metro, and private vehicles to allow seamless travel. It aims to reduce traffic and encourage public transport use.
3. The current work involves designing a local bus terminal, pay-and-park system for private cars, and a plaza connecting the metro and bus stations.
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Intermodal Passenger Station (IMPS)
1. 15
I N T E R M O D A L P A S S E N G E R S T A T I O N , AJNI, NAGPUR
D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
2. MEGA PLAZA MULTI STOREY CAR PARK
VICTORIA, ISLAND, LAGOS.
• 4 storeyed building.
• Entire structure in concrete and steel, having its structural frame
in steel sections and the floors of precast concrete.
• Main framing in steel. Floors and stairwell in concrete .
• Entire building is open on all sides .
NAGPUR IS WELL CONNECTED BY ALL MEANS OFTRANSPORT
RAILWAY BY AIR BY ROAD
INTRODUCTION
INTERMODAL PASSENGER STATIONS (IMS) ARETERMINAL INFRASTRUCTURE WHICH INTEGRATE
VARIOUSTRANSPORTATION MODES SUCH AS RAIL, ROAD, MASS RAPIDTRANSIT SYSTEM, BUS RAPID
TRANSIT, INLANDWATERWAYS,AUTO RICKSHAWS,TAXIS AND PRIVATEVEHICLES SOTHAT PEOPLE CAN
MOVE FROM ONE MODE TO ANOTHER SEAMLESSLY,WITH MINIMUM USE OF AUTOMOBILES.WITH
ESCALATION NUISANCE OFTRANSPORTATION DEMAND AND RAID URBANIZATION IN INDIA,
INNOVATION SOLUTIONS AND METHODS ARE BEING EVOLVED AND BORROWED FROM OTHER
COUNTRIES. OVERTHE LAST DECADE NUMEROUS MASS RAPIDTRANSIT SYSTEM HAVE CAME UP IN
VARIOUS CITIES, LIKE METRO RAILS, BUS ETC.THE INTERLINKINGTOTHESEVARIOUS PUBLICTRANSPORT
MODES ANDVARIOUS OTHER MODES IS NOW THE IMPORTANT ISSUE FROM USER POINT OFVIEW AND
OPPORTUNITY FROM PLANNERS POINT OFVIEW FOR SEAMLESSTRAVEL ACROSS THEVARIOUS MODES
AND SUSTAINABILITY OF THE OVERALL PUBLIC TRANSPORTATION NETWORK IN CITES.
WHY INTERMODAL PASSENGER STATION. ?
IMPORTANCE OF IMS.
THE MAIN OBJECTIVE OF A PASSENGER INTERMODALTERMINAL IS THE INTEGRATED
AND EFFICIENTTRANSFER OF PASSENGERS BETWEENVARIOUS ROUTES AND DIFFERENT
MODES OFTRANSPORT. IN ORDERTO ENSURETHE EFFECTIVENESS OFTHIS ESSENTIAL
FUNCTION,ATERMINAL SHOULD PROVIDE:
METHADOLOGY.
CREATE A STREET
NETWORKTHAT ATTRACTS
AND SUSTAINS ECONOMIC
ACTIVITY.
MAXIMISE
TRANSPORTATION
CHOICE
CREATE HARMONYWITH
OTHERTRANSPORTATION
NETWORK
D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:500
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
RELIABLEAND ADEQUATE
LEVEL OF SERVICE OFTHE
MEANS INVOLVED IN THE
OPERATION OFTHE
TERMINAL
SATISFACTORY LEVEL OF
FACILITIES SERVINGTHE
TRANSFER
PROVISION OF LOW
COSTTRAVEL (LESS
THAN OR EQUALTO
THE COST OF TRAVEL
WITHOUT
TRANSFERS)
ADEQUATE ACCESSIBILITY
OFTHE SITE FOR ALL
USERS (ESPECIALLYTHE
DISABLED)
DIRECT ACCESS BETWEEN
TWO DIFFERENT
PLATFORMS FOR ALMOST
ALL PLATFORMS OF
DIFFERENT MODES OF THE
TERMINAL.
SOLUTION
THE SOLUTIONTOTHESE PROBLEMS
HAVE BEEN IMPLEMENTED
INDEPENDENTLY.THEREWAS A TIME
WHEN DIFFERENTTRANSPORTATION
MODES EXISTED ENTIRELY
INDEPENDENTLY.THEYWERE DISPARATE
AND HENCE UNCONNECTEDDISINTEGRATION
IN ORDERTO ACHIEVETHESE
INTEGRATED IDEAS,THE
COMBINATION ON INDIVISUAL
MODES ANDTHEIR RELATION
HAVE BEEN STUDIED AND
IMPLEMENTEDAT A ZONAL LEVEL.
IDENTIFICATION OF PROBLEM
THE RISE IN POPULATION HAVE
CREATED INDIVISUAL’S DEMANDSTO
A PEAKW.R.TVARIOUS ASPECT
PROCESS
THE INTERMODAL CONCEPT OF
TRANSPORT SUPPORTS THE INTEGRATION
OF RELATEDTRANSPORTATION MODES. IT
IS A MOVEMENTTHAT AIMS TO EFFECTIVELY
CONNECT RAILWAYSWITH OTHER
TRANSPORTATION MODES WITH RAIL
STATIONS FUNCTIONING ASTRANSPORT
INTERCHANGES.
CONCLUSION
THE STEPTAKEN AFTER STUDYING THE FOUR
PARAMETERS WASTO DESIGNA SPACE WHICH
FULLFILLS THE CONCEPT OF INDIVISUALTRANSPORT
MODES INDEPENDENTLYAS WELL AS IN AN INTEGRATED
MANNER IN ORDERTO AVOIDTHE BREAKAGE ONTHE
ALREADY EXISTINGN CHAIN.
THE PLAZA
BUS
TERMINAL
PARKING
COMPLEX
CURRENT PROPOSAL FOR INTERMODAL PASSENGER STATION IN NAGPUR.
“THE PROPOSAL IS TO DESIGNAN INTERMODAL STATION (IMS) CONSISTING OF BUS TERMINALWITH 140 BAYS,WHICHWILL BE CONNECTEDTOTHE CONGRESS
NAGAR METRO STATION. PASSENGERS CAN DIRECTLY REACH FROM THE IMS USING METRO.THE PARKINGWILL HAVE SPACE FOR 900 CARS.THE IMS AT AJNI WILL
FEATURE WORLD-CLASSAMENITIES LIKE INTEGRATEDTICKET COUNTERS,TRANSIT PLATFORMS,WAITING ROOMS, ESCALATORS,AS WELL AS FOOD COURTS AND
RETAIL STORES.“
THE IMPLEMENTATIONAND OPERATION OFTHE IMSWILL BE DONE BY A SPECIAL PURPOSEVEHICLE (SPV) BETWEENTHE MINISTRY OF ROADTRANSPORT AND
HIGHWAYSTHROUGH NHAI, RAILWAYS MINISTRY AND STATE GOVERNMENTS.
THE CURRENT WORK CONSIST OF A LOCAL BUS TERMINALWITH 15 BAYS, PAYAND PARK SYSTEM FOR PRIVATE CARS, PLAZA FOR THE PASSENGERS PASSING BYTHE
FOB,AMPLE PARKING SPACES FOR THE COMMUTERS AS WELL ASTHE WORKERS, DEPOTAREA,AND COMMERCIAL SPACES.
UNDERSTANDING NAGPUR CITY
SIGNIFICANCE OF NAGPUR
NAGPUR ACTS ASTHE SECOND
CAPITAL ANDTHIRD LARGEST
CITY OFTHE STATE OF
MAHARASHTRA.
IT IS PROPOSEDAS ONE OFTHE
SMART CITIES.
NAGPUR JUNCTION RAILWAY
STATION (NJRS) IS ONE OFTHE
OLDEST AND BUSIEST STATION IN
NAGPUR.
DIRECTTRAINS RUN FROM
NAGPURTO ALL MAJOR METROS –
NEW DELHI, KOLKATA, CHENNAI
AND MUMBAI .
CITY PROFILE OF NAGPUR
NAGPUR IS THE LARGEST CITY IN CENTRAL INDIA ANDTHE THIRD LARGEST CITY BY POPULATION INTHE STATE OF
MAHARASHTRAAFTER MUMBAI AND PUNE. BEINGTHE GEOGRAPHICAL CENTER OF INDIATHE ZERO MILE MARKER OFTHE
COUNTRY IS LOCATED HERE. SPREAD ACROSS 220 SQ.KM.WITH A POPULATION OF 2.1 MILLION (2001 CENSUS).THE NAGPUR
POPULATION MAINLY CONSISTS OF GOVERNMENT SECTOR EMPLOYEES,BUSINESSMENAND MANUFACTURING SECTOR
EMPLOYEES.NAGPURWASTHE NATION’S 13TH LARGEST URBAN CONGLOMERATION IN 2001ANDTHE FOREMOST CITY IN
MAHARASHTRA’S EASTERNVIDARBHA REGION, IN ADDITIONTO BEINGTHE STATE’SWINTER CAPITAL ANDTHE
HEADQUARTERS OF NAGPUR DISTRICT AND NAGPUR DIVISION ADMINISTRATIONS.ON A GLOBAL SCALE,NAGPURWAS
ESTIMATEDTO BETHE 114TH LARGEST CITY AND 143RD LARGEST URBAN AREA INTHEWORLD IN 2006 INTERMS OF
POPULATION.
WITH ESCALATION NUISANCE OFTRANSPORTATION DEMAND AND RAPID
URBANIZATION IN INDIA, INNOVATION SOLUTIONS AND METHODS ARE BEING
EVOLVED AND BORROWED FROM OTHER COUNTRIES. OVERTHE LAST DECADE
NUMEROUS MASS RAPIDTRANSIT SYSTEM HAVE COME UP INVARIOUS CITIES, LIKE
METRO RAILS, BUS ETC.THE INTERLINKINGTOTHESEVARIOUS PUBLICTRANSPORT
MODES ANDVARIOUS OTHER MODES IS NOW THE IMPORTANT ISSUE FROM USER
POINT OFVIEW AND OPPORTUNITY FROM PLANNER’S POINT OFVIEW FOR SEAMLESS
TRAVEL ACROSS THEVARIOUS MODES AND SUSTAINABILITY OF THE OVERALL PUBLIC
TRANSPORTATION NETWORK IN CITIES.
TO DESIGN INTERMODAL PASSENGER STATION AT AJNI, NAGPUR.
THE PURPOSE OF TAKINGTHISTOPIC IS TO UNDERSTANDTHE ONGOING PROBLEMS
OF CONGESTION RAISED BYTO INCREASE NEED OFTRANSPORTATION.
THE PROJECT BASICALLY COVERS THREE MAJOR PARTS:
- THE LOCAL BUS TERMINUS
- PAY AND PARK SYSTEM FOR PRIVATE CARS
- THE PLAZA CONNECTING THE FOB(FOOT
OVER BRIDGE ANDTHE CONSECUTIVE METRO
ASWELL AS RAILWAY STATION)
THE PROPOSED INTERMODAL STATIONWILL BE A
STATE OF MIXED LAND USE DEVELOPMENT,
INTEGRATINGTRANSPORT FACILITIES. ITWILL
INTEGRATE PUBLIC AND PRIVATETRANSPORTWITH
COMMERCIAL AND RETAIL DEVELOPMENT.THE
DESIGN SHALL INCLUDE:
a. INTERMODAL STATION FACILITIES INCLUDE
ADEQUATE NUMBER OF BUS BAYSTOTAKE CARE
OF INTRA CITY DEMANDS.
b. THE IMS FACILITYWILL INCLUDE WORLD-CLASS
AMENITIES LIKE INTEGRATEDTICKET COUNTERS,
TRANSIT PLATFORMS,TRAVELLATORS,LIFTS,
SPACIOUSWAITING ROOMS, RETAIL SHOPS, FOOD
COURTS ETC,WHICHWOULD LEADTO
IMPROVED CONVENIENCE AND COMFORT FOR
TRANSIT PASSENGERS.
c. LONGER DURATION PARKING FACILITY FOR
PRIVATE CARS.
GETTOGETHER SPACE FOR PEOPLETRAVELLING
FROM FOB CONNECTINGTHE TWO
CONSECUTIVE METRO STATION
NEED AND
SINGNIFICANCE
AIM
OBJECTIVES
SCOPE
CASE STUDY ANALYSIS
S.No. Elements Kashmere Gate, Delhi Sinnar Bus Terminal, Nashik Sector 17, Chandigarh Inferences
1 Project details
Site area :- 11 acres commercial shops :- 10;
booths
:- 07; offices :- 32
Site area :- 05 acres commercial
Shops :- 26;
offices :- 04; 1 super market
Site area :- 10 acres commercial shops :- 10;
booths :- 07; offices :- 22
2 Significance
Located in a high density residential area and next
to the kashmere gate metro station.
It has been constructed recently according to
the new planning proposal by sinnar
corporation to distribute their bus services in
different locations and to have a better infra
structural facilities.
It is located within 2-3 miles from the railway
station.
The location and the site context has a major impact on
the image and functions of the station complex.
3 Location
The station is located in the high density are of old
delhi, over luthian road , north of the city wall,
beyond kashmere gate to the east and tilak park
on the west.
The site is located on the nashik - pune
highway and the terminal is accessed through
the main highway.
The site is at the crossing of three roads.Along,
there are four sectors.The site is accessed by
two major highways,nh-21 to rupnagar and nh-
22 to shivla.
The location of a transit hub should be decided
considering the catchment area and the demands of the
users in and around the area.
4 Surroundings
To the south-west of the terminus is the kashmere
gate metro station, shamnath marg towards the
north.
The site is a corner plot surrounded by 12m
wide nashik-pune highway and 9m wide sub-
road going towards residential colonies. On
the north side of the site, is the existing
msrtc depot area and a vacant area for future
expansion.
There are four sectors along the site and there
is dense population in the catchment area.
There are commercial shops in and along the
area.
The site surroundings become a crucial element in the
designing of a transit hub, as it helps to understand and
design the hub as per the demands of the surrounding as
well as the users.
5 Impact on traffic
Major transport intercahnges occur in this region
and the roads have to take care of a large volume
of public and private transport.
This terminal has become an important
corridor of bus transit services, as well as
traffic circulation.
The segregation of the different modes of
transport and activities are not properly
worked out.
A transit hub should be designed such that the people are
encouraged to use public transport services instead of
using their private vehicles and thus reducing traffic on the
roads.
6 Function
Inter-state bus terminal;local bus stand;
commercial area;parking.
Inter-state bus terminal;commercial shops;
bus depot and maintenance area.
Inter-state bus terminal;commercial shops;bus
depot and maintenance area.
The functions of a transit hub will depend upon the site
potential, user demands and surrounding features.
7 Area analysis
Total isbt = 53126 sq.Mt.; Departure block =
19716 sq.Mt.; Link block = 7265 sq.Mt.;Arrival
block = 17502 sq.Mt.; Local bus stand = 8642
sq.Mt.
Total plot area = 14061sq.Mt.;Total built-up
area = 2384.66 sq.Mt.; Msrtc area = 1196.50
sq.Mt.;
Commercial area = 1186.16sq.Mt.
Total site area = 10 acres;total built- up area =
11960 sq.Mt.;Arrival bloack = 7394 sq.Mt.;
Departure block
= 4560 sq.Mt.
8 Accessibility
Pedestrian entry and bus entry-exit from the east;
vehicular entry from the north. Pedestrian subway
from metro station is closed.
One entry-exit for buses;separate pedestrian
entry and driveway for private vehicles.
Separate entry-exit for intercity and interstate
buses and bus terminals.
The public and private vehicular traffic should be
segregated to avoid traffic congestion.The drop off area/
entrance plaza should be large enough to accommodate
large amounts of crowds.
9 Parking
Separate entry-exit and provided for parking of for
wheelers and two wheelers.Taxi, bus and
autorickshaw laybyes provided. No separate
vehicular and pedestrian entry.
Separate two wheeler parking provided for
those going to the commercial shops,besides
parking for buses and four wheelers.
Separate two wheeler parking provided for
thosed going to the commercial shops.Open
land for private parking and bus parking has
also been provided.
Sufficient parking should be provided within the site area
to prevent traffic on the roads.Two wheeler, four wheeler
and bus parking should be segregated.
Pedestrian as well as vehicular circulation should be kept
in mind while designing the parking.Commercial zone
should be provided with extra parking area.
Taxi, autorickshaw and bus laybyes should also be
provided for people who just have to be dropped off and
not wanting to wait for longer durations of time.
10 Circulation Linear circulation Linear circulation Bi-linear circulation
The circulation should be such that there are no clashes
between the vehicular and pedestrian traffic and also user
friendly so that the amenities can be accessed easily
without having to look for them.
MURTALA MOHAMMED DOMESTIC AIRPORT’S
MULTI-STOREY CAR PARK. IKEJA,LAGOSL
• 4 storeyed building.Each floor with 164 cars. Helipad on top.
• 6 stairwell:4 exterior;2 interior.
• Maximum natural ventilation:This is achieved by having the
exterior walls 1m high all through the building with hand rails.
• In-situ cast concrete flooring.Floors rested on system of cross
beams supported on 800mm dia columns.
• Small heighted walls for flow of air and light.
• No provision for disabled parking.
• Column to column distance: 9m apart approximately.
MERITS DEMERITS
• Ramp position avoids congestion
• Signage and directions adequate
• Proper link to the airport
• The stair cases are at strategic
positions to aid vertical movement.
• Dwarf walls from proper air and light
movement.
• Lack of ancillary facilities for effective
functioning of the car park.
• Lack of provision for the disabled.
• Separation of the parking stalls for
long and short stay users was not
considered.
MERITS DEMERITS
• Well lit and ventilated.
• Stairwell position to aid vertical
movement and for emergency exits.
• During peak hours, the split ramp
system causes traffic
• Lack for signage.
TRINITY CENTRE MULTI-STOREY CAR PARK,
NORTH EAST ENGLAND.
• Materials used: grey brick and reinforced concrete.
• 7 storeyed parking.
• Disabled parking bays available.
• The building was made special because of its modernist design
and its minimal use of steel.The complex was made of grey
brick and reinforced concrete and was a little ahead of its time;
it was hailed as a contemporary design classic. It had seven tiers
of parking decks which are raised above the adjoining shopping
centre by a "forest" of piloti columns.The decks on the north
face have a slight curve creating a wave effect.
• Motorcycles may park free of charge in this car park;There is
one lift in operation;There is CCTV in operation and also on
foot security.
MERITS DEMERITS
• The multi-storey car park has
provision for parking of motorcycles.
• The security system is efficient
Vertical movement through stair and
lift accesses all the floors
• The landscaping ultimately created
an exposed and unattractive
shopping precinct on two levels with
poor access.
• The roof top cafe failed to find a
tenant due to its poor location for
business, and was deemed unsafe and
never opened.
• Insufficient parking for the disabled.
BUSTERMINALCASESTUDIESPARKINGCOMPLEXCASESTUDIES
01
3. 2
1
3
4
DEVELOPMENT PLAN`
5
7
8
TOPOGRAPHY:
• THE ELEVATION OF NAGPUR
CITYVARIES FROM
APPROXIMATELY 280M-320M.
• THE PROPOSED SITE IS A
FLAT LANDWITH LEVELS
VARYING FROM 316M-324M.
400M RADIUS
WALKABLE DISTANCE
FROM THE CENTRE OF
THE SITE
AJNI METRO
STATION
AJNI RAILWAY
STATION.
6
SITE LOCATION AND SITE ANALYSIS
THE SITE IS LOCATED IN NAGPUR, MAHARASHTRA.
• THE SITE IS NEARLY FLAT LAND.
• IT COMES UNDER PUBLIC-SEMI PUBLIC REGION.
• THE GOVERNMENT HAS ALLOTED 40-50ACRES OF LAND FOR THIS IMS. OUT OFWHICH 14 ACRES OFTHE LAND IS BEING USED INTHE PROJECT.
D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:500
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
1
2
3
4
5
6
7
8
3
4
STRENGHTS
• LOCATION HAS HIGH REAL ESTATE POTENTIAL
DUE TO CENTRE OF THE CITY.
• EXCELLENT REGIONAL AND CITY
CONNECTIVITYWITH RAIL AND ROAD
NETWORK.
• PROPOSEDTODWILL REDUCE THETRAFFIC
CONGESTIONWITHINTHE CITY AS SEEN INTHE
TOD’S DEVELOPMENT IN DEVELOPED
COUNTRIES.
• HIGH POTENTIALTO INCREASE NON-
TICKETING REVENUES.
S.W.O.TANALYSIS
WEAKNESS
• BUILT UP SPACE DEMAND FOR COMMERCIAL
AND RESIDENTIAL USAGEWITHINTHE CITY.
• CHALLENGES ON DEVELOPMENT RAILWAY
AIRSPACE DUE TO RAILWAY’S OPERATIONAL
REQUIREMENTS.
• AVAILABLE OF LAND FOR COMMERCIAL AND
RESIDENTIALAT OTHER LOCATIONSWITHIN
CITY.
OPPORTUNITIES
• NAGPUR'S LOCATIONADVANTAGEAND
EXCELLENT CONNECTIVITY IS LEVERAGEDTO
EVOLVE AS AN INTERNATIONAL/DOMESTIC
LOGISTIC HUB WITH ALL SUPPORTIVE AMENITIES
• POTENTIALTO BE CONVERTED INTOTHE
WORLD CLASSTOD, COMMERCIAL/
RESIDENTIAL HUB.
• WILL CHANGETHE REAL ESTATEVALUE IN AND
AROUND RAILWAY PROPERTY.
• POTENTIAL DEVELOPMENT FOR HIGH END
RETAIL, OFFICE & HOSPITALITY USAGE.
THREATS
• AVAILABILITY OF SUFFICIENT OF LAND AT
OTHER LOCATIONSWITHIN CITY FOR
COMMERCIAL AND RESIDENTIAL
DEVELOPMENT.
• LOWER DEMAND FOR RESIDENTIAL
APARTMENT INTHE CITY.
• RESTRICTIONS DUE TO CITY DEVELOPMENT
CONTROL REGULATIONS ON THE LAND
USAGE.
• HOT AND DRY CLIMATE
• HIGHEST RAINFALL: 304MM
• EXTREMELY HOT SUMMER: 48 °C ON MAY
19, 2015
• LOWESTTEMPERATURE: 13.9 °C.
• THE MAJORLYWIND FLOW OF NAGPUR
IS FROM NORTH, NORTH-WESTAND
WEST.THEREFORETHE DESIGN
CONSIDERSTHE PREVAILINGWIND
• FLOW TO CONTROLTHE ATMOSPHERIC
HUMIDITY ANDTEMPERATURE INSIDE
THE BUILDING
CLIMATE VEGETATION AND SOIL CONDITION:
• LOAD BEARING CAPACITY OFTHE SITE.
• BLACK COTTON SOILS AND OTHER EXPANSIVE SOILS HAVETYPICAL CHARACTERISTICS OF SHRINKAGE
AND SWELLING DUE TO MOISTURE MOVEMENTTHROUGHTHEM.
• DURING RAINY SEASON, MOISTURE PENETRATES INTOTHESE SOILS, DUE TOWHICHTHEY SWELLTHETYPE
OF EXPANSIVE SOIL LIKE AGRICULTURAL SOIL IS MODIFIED BY CHEMICAL ADMIXTURES,WHICH IS A
COMMON METHOD FOR STABILIZINGTHE SWELL SHRINKTENDENCY OF EXPANSIVE SOILS FOUNDATIONS
FORTHESETYPE OF SOIL MAY BE LIKE DEEP FOUNDATIONS.
• PILES AND PIERS ARE EXAMPLES OF DEEP FOUNDATION.
ACALYPHAWILKESIANA`CALLISTEMON
SALIGNUS
LANTANA SPECIESNIGHTGLOW
DIERVILLA
BABUL ACACIABOUGAINVILLEA
GLABRA
PLUMERIAPOLLYALTHIA
LONGIFOLIA
• SITE AREA: 60,300 SQM (14 ACRES)
• PUBLIC SEMI-PUBLIC SPACES FSI: MAXIMUM
PERMISSIBLE FSI 2.00.
• THE SITE IS LOCATED ATTHE MIDPOINT
OF THE SK PATIL ROAD.
• TILTED 42° FROMTHEVERTICLE
02
4. D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKARZ
SCALE 1:500
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
CONCEPT: MOVEMENT
• DESIGNING AN INTERMOAL STATION,THE FACTOR OF MOVEMENT BECOMES AN ACT OF SERIOUSNESS IF NOT CONSIDERED IN AN ORGANIZED
WAY INTERMS OF CIRCULATION,TIME, MASS ETC.
• THE USERS INTHIS RESPECTIVE SPACE ARE NOT SUPPOSEDTO MOVE AROUND SOME SPECIALIZED SPACES (BUS AND CARS SERVICE STATION).
• THE DESIGNING SHOULD BE IN SUCH A WAYTHATTHE USER CAN FIND IT EASYTO REACH ANDWANDERAROUND SPACES OFTHEIR
CONVENIENCE, IN ORDERTO AVOID IN FLUCTUATION OR CONGESTION IN BETWEEN.
• THE IDEA BEHIND DESIGN AN INTERMODAL STATION IS TO REDUCE THE CONGESTION INTHE NEIGHBORING SPACES. SPECIAL MEASURESTO BE
TAKEN IN ORDERTO AVOIDTHE CONGESTIONTO BE AROUSED INTHE RESPECTIVE SPACE.
INTERMODAL
STATION
THE ACTUAL CONCEPT OF INTERMODALITY IS TO
HAVE ALLTHE MODES ANDTHE MEAN AT THE SAME
POINT,ALONGWITHTHE BUFFER (TRANSITION
BETWEENTWO MODES) BETWEENTHESE RESPECTIVE
MODES.
BUS TERMINUS
INTERMODAL
STATION
CAR
WAL
K
BUSCYCL
E
AUTO
2
WHE
ELER
METRO &
RAILWAY
STATION
METRO
STATION
AIRPORT
BUT INTHIS PROJECT,THE CONCEPT INTERMODALITY HAS BEEN USEDTO
CREATETHE TRANSITIONAT ZONAL LEVEL,WHICH CAN BE PREACHED BYTHE
REQUIRED MODES AND MEANS ONTRANPORT. RATHERTHEN CREATING A
MOTIONWITHIN A REQUIREDAREA,THE ALREADY EXISTING MOVEMENT HAS
BEEN USED.
OPTION 2:
CIRCULATION AROUND THE TERMINAL ON
THE SITE
HORIZONTAL ANDVERTICAL CIRCULATION IN AND AROUND
TERMINAL BUILDING
OPTION 2
• BALANCED PEDESTRIAN MOVEMENT.
• ANTICLOCKWISE MOTION OFVEHICLE USED FOR PICK UP AND
DROP OFF.
• THE ENTRY OF THE INDIVIDUALS ARE RESTRICTEDTO HALFTHE
SPREAD OFTHE TERMINAL BUILDING.
• THE MOVEMENT OFVEHICLES ANDTHE PEOPLE IS GOING IN
OPPOSITE
YET PARALLEL DIRECTION.
• AREAS LIKETICKET COUNTER, CRUSH HALL, FIRE STAIRCASE, USED
UP EQUALLY AND IN DISTRIBUTEDWAY.
• PERCENTAGE IF INCOMING AND OUTGOING EQUAL.
SPACE COVERED BYTHE
PEOPLE INSIDETHE
BUILDING.
OPTION 1:
CIRCULATION AROUND THE TERMINAL ON THE SITE
HORIZONTAL ANDVERTICAL CIRCULATION IN
AND AROUNDTERMINAL BUILDING
OPTION 2
• IMBALANCED PEDESTRIANANDVEHICULAR MOVEMENT.
• LINEAR PEDESTRIAN MOVEMENT. CHANCES OF CHAOS.
• TRAVELTIME INCREASED.
• IMBALANCEDAND STRETCHED CIRCULATION.
• SPACES LIKETICKET COUNTER, FIRE STAIRCASE ,WASHROOMS,
ETC. NOT USED IN AN EQUALLY DISTRIBUTED PATTERN.
• PERCENTAGE OF INCOMING AND OUTGOING UNEQUAL.
SPACE COVERED BYTHE
PEOPLE INSIDETHE
BUILDING.
PEDESTRIAL
MOVEMENT
CAR MOVEMENT BUS MOVEMENT 2 WHEELER &AUTO
MOVEMENT
STEP1:UNDERSTANDINGTHECONCEPTSOFINTERMODALITYANDMOVEMENTSTEP2:ANALYSIZINGDIFFERENTCIRCULATIONOPPTIONS
EXISTING MOVEMENT AROUND THE SITE
STEP 3:WORKING OUT BEFORE AFTER CIRCULATION DIAGRAMS ACOORDING TO OPTION 1
PEDESTRIAN
TWO WHEELER FOUR WHEELER
03
AUTO RICKSHAW
BI-CYCLE
BUS
INTERNAL MOVEMENT ONTHE SITE
PROPOSEDVEHICULAR AND
PEDESTRIAN MOVEMENT ON
THE SITE
PROPOSED FOOT OVER
BRIDGE FOR THE
CONNECTICTIVITY OF AJNI
METRO STATION AND AJNI
RAILWAY STATION
PEDESTRIAN
BI-CYCLE
BUS
AUTO-RICKSHAW
FOUR WHEELER
TWO WHEELER
5. D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:500
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
04
SR.
NO.
AREAS
SITE PLAN
SITE AREA
52,609 SQM (12
ACRES)
AVAILABLE BUILT UP AREA 43,840 SQM
ROADWIDTH 25M
FRONT SETBACK 12M
REAR AND SIDE SETBACKS 9M
GROUND COVERAGE
- TERMINAL BUILDING
- BUS DEPOT
- PARKING COMPLEX
3583
19480
5050
28113 SQM
INTERNAL ROAD AREA 15,556 SQM
AREA UNDER PATHWAY 1754 SQM
FSI 2.001 1
A
BUSTERMINAL
BUILDING
B
BUS DEPOT
C
THE
PLAZA
PASSAGE FROM PLAZA
TOTERMINAL
D
THE PARKING COMPLEX
ROOF PLAN
ROOFING MATERIAL USED :
A. TERMINAL BUILDING: FRP SHEETS SPACE FRAME
B. BUS DEPOT: CORRUGATED SHEETS
C. THE PLAZA: CONCRETE & GLASS
D. THE PARKING COMPLEX: CONCRETE
6. 07
CIRCULATION
ON THE SITE
GROUND FL OOR SITE PLAN
1 1
PEDESTRIAN
BI-CYCLE
BUS
AUTO-RICKSHAW
FOUR WHEELER
TWO WHEELER
D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:500
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
05
7. D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKARI N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
06
SITE ELEVATION AND SECTION
SOUTH-EAST SIDE ELEVATION
SCALE 1:500 A
BUSTERMINAL
BUILDING
B
BUS DEPOT
C
THE
PLAZA
D
THE PARKING COMPLEX
NORTH- EAST SIDE ELEVATION
SCALE 1: 500
SECTION 1-1
C
THE
PLAZA
A
BUS
TERMINAL
B
BUS DEPOT
D
CAR COMPLEX
PROPOSED FOB
METRO LINE
8. D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:200
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
BUS TERMINAL BUILDING (INTRA CITY) & THE PLAZA
• ACCEPTED PASSENGERS: 12,000 HEADS/ DAY
• BUS RUNNING SCHEDULE FOR NMC BUSES
• WORKING OFFICICALS: 12 OFFICIALS
• STAFF MEMBERS: 30 MEMBERS
LEGEND
THE PLAZA
THE DRIVAWAY
FIRE STAIRCASE
TOILETS
DORMITORIES
FOOD COURT
ARRIVAL WAITING AREA
DEPARTURE WAITING AREA
TERRACE
PASSAGES
ADMIN OFFICES
PAID CONCOURCE
UNPAID CONCOURCE
EXITS
PEDESTRIAN UP MOVEMENT
PEDESTRIAN DOWN
MOVEMENT
STAFF MEMBERS MOVEMENT
TIME STARTING BUSES TOUCHING BUSES
12AM-1AM 14 2
1AM-2AM 9 1
2AM-3AM 7 1
3AM-4AM 5 1
4AM-5AM 2 1
5AM-6AM 1 2
6AM-7AM 1 7
7AM-8AM 1 8
8AM-9AM 2 10
9AM-10AM 4 10
10AM-11AM 5 10
11AM-12NOON 4 6
12NOON-1PM 5 7
1PM-2PM 7 8
2PM-3PM 7 8
3PM-4PM 4 9
4PM-5PM 2 10
5PM-6PM 2 9
6PM-7PM 1 8
7PM-8PM 1 6
8PM-9PM 3 6
9PM-10PM 1 3
10PM-11PM 3 2
11PM-12MIDNIGHT 6 2
TOTAL 248
LVL 3
LVL 2
LVL1
CIRCULATION DIRAGRAM
FOR STAFF MEMEBERS
LVL 4
LVL 3
LVL 2
LVL1
CIRCULATION DIRAGRAM FOR
PEDESTRIAN MEMEBERS
SR. NO. AREAS
LEVEL 1( +2.55M) 3583 SQM.
1.
CRUSH HALL/WAITING AREA
- SITTING: 100 HEADS
- STANDING : 300 HEADS
450
2. BAGGAGE CHECK 1(7.0X3.6) 26
3. BAGGAGE CHECK 2 & 3 (7.0X10.0) 70
4.
TICKET COUNTER (2 NO.)
- TICKETING QUES (6NO.)(1.65X7.8)
77.5X2
5. BABY FEEDING ROOM(2)(12.0X4.0) 12.0X4.0
6.
TICKET OFFICE AREA
- TICKET COUNTER ( 12NO) (2.0X3.0)
- JR.ACCOUNTANT OFFICE (3.7X2.8)
- ACCOUNTANT OFFICE (3.7X2.8)
- CASHIER (3.7X2.8)
72.0
10.5
10.5
10.5
7.
WASHROOM FEMALE (1&2)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (6) (1.5X1.0)
- WASH BASIN
40.00
8.
WASHROOM MALE (1&2)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (2) (1.5X1.0)
- URINALS (4) (0.9X0.7)
- WASH BASIN (4 NOS.)
40.00
9.
WASHROOM FEMALE (3)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (3) (1.5X1.0)
- WASH BASIN (3NOS.)
27.50
10.
WASHROOM MALE (3)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (1) (1.5X1.0)
- URINALS (2) (0.9X0.7)
- WASH BASIN (3 NOS.)
27.50
11.
LIFT (1,2,3 & 4) (2.1X1.8)
(ACCOMMODATES 15 HEADS/TRIP)
15.12
12. WAITINGAREA 80.00
13. AUTO RICKSHAW PICK-UP POINT (10 AUTOS) 140.00
14. FOUR WHEELER PICK UP POINT (7 CARS ) 140.00
BUSTERMINAL LVL 1
SCALE 1: 200
BUSTERMINAL LVL 2
SCALE 1: 200
SR.
NO.
AREAS
LEVEL 2(+6.73M) 2560 SQM.
1.
- DINE SPACE FOR STAFF AND ADMIN
PEOPLE
- STORAGE
- WASHINGAREA
170.00
10.00
10.00
2.
MEETING ROOM
PANTRY
STORE ROOM
57.76
6.25
10.5
3. REGIONAL MANAGER OFFICE 25.00
4. STAFF OFFICE 15.00
5. STAFF ROOM 60.00
6. ASSEMBLY POINT 35.00
7. STORE ROOM 40.00
8. ASST.WORK SUPERINTENDENT 25.00
9. GATE CONTROL OFFICE 25.00
10.
WASHROOM FEMALE (3)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (3) (1.5X1.0)
- WASH BASIN (3NOS.)
27.50
11.
WASHROOM MALE (3)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (1) (1.5X1.0)
- URINALS (2) (0.9X0.7)
- WASH BASIN (3 NOS.)
27.50
12. FEMALE CHANGING ROOM (2 NO.) 70.00
13. MAKE CHANGING ROOM (2 NO.) 24.50
14. TERRACE (2 NO.) 142.50
07
KEY PLAN
9. D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:200
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
08
KEY PLAN
BUS TERMINAL BUILDING (INTRA CITY) & THE PLAZA
BUSTERMINAL LVL 3
SCALE 1: 200
BUSTERMINAL LVL 4
SCALE 1: 200
SR. NO. AREAS
LEVEL 3(+10.91M) 10,160SQM
1.
PAID CONCOURSE
- DEPARTUREWAITING HALL( 300 HEADS)
- ARRIVALWAITING HALL
600.00
135.00
1. FOOD COURT (520 HEADS) 600.00
1. FOOD COUNTERS (12 NO.) 15.00X12
1.
WASHROOM MALE (1&2)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (2) (1.5X1.0)
- URINALS (4) (0.9X0.7)
- WASH BASIN (4 NOS.)
40.00
1.
WASHROOM FEMALE (3)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (3) (1.5X1.0)
- WASH BASIN (3NOS.)
22.00
1. PUBLIC ANNOUNCEMENT ROOM 60.00
1. CONTROL ROOM 60.00
1.
RAMP (UP & DN) (8.0X130.00)
20,80.00
1. PASSAGE (2 NO.) (4.0X18.5) 148.00
1.
WASHROOM FEMALE (1&2)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (6) (1.5X1.0)
- WASH BASIN ( NOS.)
40.00
1.
WASHROOM MALE (1&2)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (2) (1.5X1.0)
- URINALS (4) (0.9X0.7)
- WASH BASIN (4 NOS.)
40.00
1.
WASHROOM FEMALE (3)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (3) (1.5X1.0)
- WASH BASIN (3NOS.)
27.50
1.
WASHROOM FEMALE (1&2)
- HANDICAPPED (1)(1.5X1.95)
- WC’S (6) (1.5X1.0)
- WASH BASIN ( NOS.)
40.00
1. BUS WAITINGAREA ( 4 ALIGHTING,12 DEPARTING) 1725.00
1. BUS MOVEMENT SPACE 3645.00
THE PLAZA(+10.90M) 1450SQM
1. WAITING SPACE 1 & 2 160.00X2
1. WAITING SPACE 3 150.00
1. TICKET COUNTER 10.00
1. INFORMATION COUNTER (2 NO.) 10.00
Sr. no. Areas
Level 4(+15.09M) 1460SQM
1.
DORMITORY MALE
- 16 BUNK BEDS(32 HEADS)
- WAITINGAREA
- CLOAK AREA
165.00
50.00
40.00
1.
Washroom Male (1)
- Handicapped (1)(1.5x1.95)
- WC’s (4) (1.5x1.0)
- Urinals (6) (0.9x0.7)
- Wash basin (8 nos.)
- CHANGING ROOM (1.2x 1.5)
- SHOWERAREA (1.5x1.0) ( 5 NOS.)
100.00
1.
Washroom Male (2)
- WC’s (4) (1.5x1.0)
- Urinals (5) (0.9x0.7)
- Wash basin (6 nos.)
- SHOWERAREA (1.5x1.0) ( 3 NOS.)
55.00
1.
DORMITORY FEMALE
- 16 BUNK BEDS(32 HEADS)
- WAITINGAREA
- CLOAK AREA
165.00
50.00
40.00
1.
Washroom Female (1)
- Handicapped (1)(1.5x1.95)
- WC’s (6) (1.5x1.0)
- Wash basin (6 nos.)
- CHANGING ROOM (6)
- SHOWERAREA (1.5x1.0) (5 NOS.)
100.00
1.
Washroom Female (2)
- WC’s (5) (1.5x1.0)
- Wash basin (3nos.)
- SHOWERAREA (1.5x1.0) ( 4 NOS.)
55.00
ENTRY
EXIT
TOWARDS
DEPOT
10. `
D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:200
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
BUS TERMINAL BUILDING (INTRA CITY) & THE PLAZA
09
KEY PLAN
VERTICAL SECTION 3-3
SCALE 1: 200
HORIZONTAL SECTION 4-4
SCALE 1: 200
A
BUSTERMINAL
BUILDING C
THE
PLAZA
SOUTH EAST SIDE ELVATION
SCALE 1: 200
RAMP
TOWERDS
LVL 3
NORTH EAST SIDE ELVATION
SCALE 1: 200
SANDSTONE
FACADE
CONCRETE
GRC JALI
WIND
TOWERS
RAMP
TOWERDS
LVL 3
METROL
LINE
PROPOSED
FOB
11. `
D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:200
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
BUS DEPOT
10
KEY PLAN
SR. NO. AREAS
BUS DEPOT LVL 1 (+3.00M) 19,480SQM
WORKSHOP AREA (7 BAYS) (9.00X15.00) (3
HEADS/ BAY)
945.00
WASHING AREA (2 BAYS) (9.00X15.) ( 2
HEADS/BAY)
270.00
FEULING STATIONS (2 NOS) (1 HEAD/BAY)
ENTRY AND RECEPTION (1 HEAD) 25.00
WASHROOM FEMALE (1&2)
- WC’S (4) (1.5X1.0)
- WASH BASIN (3 NOS.)
50.00
WASHROOM MALE (1&2)
- WC’S (1) (1.5X1.0)
- URINALS (4) (0.9X0.7)
- WASH BASIN (3 NOS.)
50.00
UPHOLSTERY SHOP (2 HEADS) 30.00
ENGINE ROOM (3 HEADS) 30.00
TRAFFIC AND ADMIN ROOM (2 HEADS) 30.00
MIS ROOM (1 HEAD) 24.00
LOCKER ROOM 30.00
MEETING ROOM 30.00
DEPOT MANAGER OFFICE (1 HEAD) 15.00
DRIVER CONTROL ROOM (2 HEADS) 30.00
LVL 2 (+10.80M) 22,900SQM
80 BUS BAYS
WASHROOM FEMALE (1&2)
- WC’S (4) (1.5X1.0)
- WASH BASIN (3 NOS.)
50.00
WASHROOM MALE (1&2)
- WC’S (1) (1.5X1.0)
- URINALS (4) (0.9X0.7)
- WASH BASIN (3 NOS.)
50.00
DORMITORY (40 STAFF MEMBER & 40 DRIVERS) 170 SQM
BUS DEPOT LVL 1
SCALE 1: 200
BUS DEPOT LVL 2
SCALE 1: 200
12. `
D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:200
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
BUS DEPOT
11
KEY PLAN
SECTION 5-5
SCALE 1: 200
EAST SIDE ELEVATION
SCALE 1: 200
NORTH SIDE ELEVATION
SCALE 1: 200
FIBERGLASS
CORRUGATED SHEET
ROOFING
SECTION 6-6
SCALE 1: 200
ROOF LVL + 19.50M
PARAPET LVL +15.50MLVL 2
+10.85M
PARAPET LVL +15.50M
ROOF LVL + 19.50M
LVL 2
+10.85M
13. D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:250
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
12
KEY PLAN
CAR PARKING COMPLEX
SR.
NO.
AREAS
PARKING COMPLEX LEVEL 1(+0.40M)
5050
SQM
1. RECEPTION & WAITING 50.00
2.
CAR SERVICE BAYS (8 CAR LIFT
SERVICE) (12.0X6.0)
800.00
3. CARWASHAREA (4 BAYS) (120X6.0) 480.00
4. CAR PORTAL WASHAREA 70.00
5.
WASHROOM FEMALE 1 (2 NOS)
- WC’S (3) (1.5X1.0)
- WASH BASIN (2NOS.)
30.00
6.
WASHROOM MALE 1( 2NOS)
- WC’S (1) (1.5X1.0)
- WASH BASIN (2)
- URINALS(3)
30
7. TOOL ROOM 26.00
8. FLUIDS ROOM 26.00
9. SPARE PARTS ROOM 48.00
10. SPARE PARTS STORAGE 70.00
11. TIRE STORAGE 70.00
12. OFFICE ( 1 & 2) 67.00
13. CLOAK ROOM 20.00
14. LIFTS (1 & 2) (1.5X1.2) 3.6
15. RAMP UP & DN (5MWIDE) 660.00
16. CAR ELEVATOR ( 1,2,3,4) (4.5X6.0) 106.00
SR.
NO.
AREAS
LEVEL 2(+3.15M)
1925
SQM
1. ENTRANCE PORCH 145.00
2. LOBBY 140.00
3.
DORMITORY MALE, 38 BUNK BEDS(
76 HEADS)
290.00
4.
DORMITORY FEMALE, 38 BUNK
BEDS( 76 HEADS)
290.00
5. ELECTRIC ROOM 1 & 2 33.00
6.
WASHROOM FEMALE 1 (2 NOS)
- WC’S (3) (1.5X1.0)
- WASH BASIN (2NOS.)
- SHOWERAREA (3NO.)
35.00
7.
WASHROOM MALE 1( 2NOS)
- WC’S (1) (1.5X1.0)
- WASH BASIN (2)
- URINALS(3)
- SHOWERAREA ( 3NO)
35.00
8. CANTEEN (162 SITTING CAPACITY) 280.00
9. STORAGE 45.00
10. KITCHEN 84.00
11. WASHAREA 15.00
SR.
NO.
AREAS
LEVEL 3(+3.15M)
4300
SQM
1.
TWO WHEELER PARKING (512
NOS)
2.
WASHROOM FEMALE 1 (2
NOS)
- WC’S (3) (1.5X1.0)
- WASH BASIN (2NOS.)
30.00
3.
WASHROOM MALE 1( 2NOS)
- WC’S (1) (1.5X1.0)
- WASH BASIN (2)
- URINALS(3)
30.00
4. ELECTRIC ROOM (2) 30.00
5.
CHANGING AND CLOCK
ROOM (2)
60.00
6. CONTROL OFFICE 26.4
SR.
NO.
AREAS
LEVEL 4,5,6,7,8
3656
SQM
1. FOUR WHEELER PARKING (85 NOS)
2.
WASHROOM FEMALE 1 (2 NOS)
- WC’S (3) (1.5X1.0)
- WASH BASIN (2NOS.)
30.00
3.
WASHROOM MALE 1( 2NOS)
- WC’S (1) (1.5X1.0)
- WASH BASIN (2)
- URINALS(3)
30.00
4. ELECTRIC ROOM (2) 30.00
5. CHANGING AND CLOCK ROOM (2) 60.00
6. CONTROL OFFICE 26.4
PARKING COMPLEX
LVL
SCALE 1: 250
PARKING COMPLEX
LVL 4
SCALE 1: 250
PARKING COMPLEX
LVL 2
SCALE 1: 250
PARKING COMPLEX
LVL 1
SCALE 1: 250
14. D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:250
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
13
CAR PARKING COMPLEX
SECTION 8-8
SCALE 1: 250
KEY PLAN
SECTION 9-9
SCALE 1: 250
NORTH –EAST SIDE ELEVATION
SCALE 1: 250
SOUTH –EAST SIDE ELEVATION
SCALE 1: 250
CAR ELEVATOR
MACHINE
ROOM
ALUMINIUM
ALLOY
VERTICLE
LOUVERS
CONCRETE
BLOCKS
15. 1
1
3
4
5
62
3
4
5
6
INTERNALVIEWS
D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:500
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
BUS TERMINAL
ENTRY
THE PLAZA
PROPOSED FOB
BAGGAGE AND
SECURITY CHECK
CRUSH HALL
TICKET COUNTER
TOWARDS PAID
CONCOURSE
TICKET CHECK
STAIRCASE
TOWARDS UPPER
LVL
DEPARTURE
WAITING
LOUNGE
ALIGHTING AND
DEPARTURE BUS
BAYS
FOOD COURT DORMITORY
PASSAGE FROM
FOOD COURT TO
THE PLAZA THE PLAZA
12MWIDE SERVICE ROAD
BI- CYCLE PARKING2
DROP OFF POINT 2 THE PARKING COMPLEX
FOUR WHEELER PICK UP
POINT 14
16. SITE SERVICES
D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:500
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
15
17. STRUCTURAL SYSTEM
D.Y. PATIL SCHOOL OF ARCHITECTURE, LOHEGAON
SAYALI R KARGAONKAR
FIFTHYEAR B.ARCH (2019-2020)
GUIDE:ANIRUDDH JOGELEKAR
SCALE 1:500
I N T E R M O D A L P A S S E N G E R S T A T I O N , A J N I , N A G P U R
BUSTERMINAL
COLUMN SIZE: 0.45 x 0.30
PIER SIZE: 1.2M DIA (6.5M C/C)
THE PLAZA
PIER SIZE: 1.2M DIA
10M C/C
BUS DEPOT
GRID SYSTEM
MAIN BEAM 06x 1.5M, 10M CC
INTERMEDIATE BEAMS: .45x.9 m,
1.5M CC
PIER SIZE: 1.2M DIA
10M C/C