Bus Bay Allocations, Maharana Pratap Bus Terminal, Comparitive Analysis, Architectural Concept

1. REDESIGN OF PANDIT NEHRU BUS TERMINAL,
I I I I
I I I I I
2A
N.KEERTHI
BUS BOARDING BAY ARRANGEMENT
THIS RELATES TO TYPES OF BOARDING BAY ARRANGEMENTS, AND IS INFLUENCED BY
• BUS DEMAND -NUMBER OF BUSSES ENTERING AND EXITING
• THE CIRCULATION PATTERN -OF BUSSES AND VEHICULAR,PEDISTRIAN
• CURB LENGTH LIMITATIONS -LENGTH OF THE CURB
• SPACE AVAILABILITY IN THE TERMINAL. -SPACE AVILABLE TO FUNCTION DIFFERENT ACTIVITIES
BUS BOARDING
BUS BOARDING IS THE ENTRY OF PASSENGERS ONTO A VEHICLE,
USUALLY IN PUBLIC TRANSPORTATION. BOARDING STARTS WITH
ENTERING THE VEHICLE AND ENDS WITH THE SEATING OF EACH
PASSENGER AND CLOSING THE DOORS.
BUS BAY
• BUS BAY ALSO KNOWN AS BUS TURN OUT,BUS PULL OUT,BUS LAY-BY.
• MEANS A PLATFORM PROVIDED IN BUS TERMINAL AND CITY BUS STOPS WHERE A BUS
DROPS PASSENGERS AT DESTINATION AND CARRIES PASSENGERS AT SOURCE POINT.
• DIFFERENT TYPES OF BUS BAY USE IN BUS TERMINAL AND BUS STOPS.
• THIS REFERS TO TYPES OF BOARDING BAY ARRANGEMENTS AND IS INFLUENCED BY
THE BUS DEMAND,CIRCULATION PATERN,CURB LENGTH LIMITATIONS,AND SPACE
AVAILABILITY IN THE TERMINAL.THERE ARE FIVE TYPES:
➢ SAW TOOTH BAYS
➢ ANGULAR BAYS
➢ PERPENDICULAR BAYS
➢ LINEAR OR PARALLEL BAYS
➢ DRIVE THROUGH BAYS
SAW THOOTH BAYS
• BAYS ARRANGED IN SAW-TOOTH FASHION.
• THIS ARRANGEMENT WORKS WELL WITH ONE WAY DRIVEWAY(ALONG THE BAYS),AND ALLOWS EASY
PULLING IN AND PULLING OUT OF BUSES,WITHOUT THE NEED TO REVERSE.
• ADDITIONALLY ,IT ENSURES REDUCED GAP BETWEEN BUS AND PLATFORM WHILE DOCKING.
• THIS ARRANGEMENT ALLOWS EASY DOCKING OF BUSES BUT REQUIRES LONG CURB LENGTHS.
• TO AVOID LONG CONTINUOUS LENGTHS, SAW TOOTH BAYS MAY BE PROVIDED IN PARALLEL
ARRANGEMENT WITH PASSING LANES AND CONNECTING RAISED CROSSING FOR PASSENGER ACCESS.
ANGULAR BAYS:(60,45,30 DEGREES)
• BAYS ALIGNED PARALLEL AT 60,45,30 DEGREES.
• THESE ARE WELL WITH ONE WAY DRIVEWAY AND ALLOW EASY PULLING IN,BUT REQUIRE REVERSING
WHILE PULLING OUT.
• A REDUCED ANGLE OF BAY MINIMIZES DRIVEWAY WIDTH REQUIREMENT.
• THIS ARRANGEMENT ALLOWS EASY DOCKING OF BUSES WITH SHORTER CURB LENGTH.
• THIS MAY BE COMBINED WITH PARALLEL ARRANGEMENT IN TERMINALS WITH LOWER BUS FLOW.
➢ IDLE PARKING
➢ OFFLOADING
➢ LOADING
CLASSIFICATION BASED ON
POSITION OF BAYS,ANGLE
MAKING WITH PLATFORM
SUITABLE FOR BUS TERMINAL
CLASSIFICATION BASED ON THE
FUNCTIONS IN THE BAYS
THE TYPE OF BAY SUITABLE FOR BUS STOP
BUS
LENGTH OF THE
CURB
BUS BAY
THE TYPE OF BAY FOR BUS TERMINAL
FUNCTIONAL ATTRIBUTES
TERMINAL OPERATIONS INVOLVE A COMPLEX JUGGLING OF FUNCTIONS TO
SUPPORT BUS AND PASSENGER HANDLING. THESE FUNCTIONS INFLUENCE
TERMINAL INFRASTRUCTURE PLANNING, MAINTENANCE AND DESIGN.
SAWTOOTH BAY FOR 100 M LENGTH
ANGLE BAY WITH 30 DEGREES FOR 100 M LENGTH
ANGLE BAY WITH 45 DEGREES FOR 100 M LENGTH
ANGLE BAY WITH 60 DEGREES FOR 100 M LENGTH
PERPENDICULAR BAYS
• BAYS ARRANGED PARALLEL,AT 90 DEGREES.
• THIS ARRANGEMENT REQUIRES MINIMUM COMBINED AREA PER BUS(BAY+DRIVELINE),BUT MAXIMUM
DRIVEWAY
WIDTH,AND HIGHER EFFORT(AND TIME) FOR PULLING IN AND OUT.
• PERPENDICULAR BAYS ARE THUS MOST SUITABLE FOR IDLE PARKING OR FOR BOARDING BAYS IN SMALL
TERMINALS WITH A LONG LAYOVER TIME.
• ALIGNED PERPENDICULAR TO CONCOURSE. IDEAL ARRANGEMENT FOR IDLE PARKING
FUNCTIONAL ATTRIBUTES
BUS ALLOCATIONS
BUS BOARDING
BAY ARRANGEMENTS LAY OVER TIME
TYPICAL DIMENSSIONS
OF A BUS
BAY WIDTH 3M AND
BUS WIDTH 2.5M
• IDLE PARKING- REFERS TO RUNNING A VEHICLE'S
ENGINE WHEN THE VEHICLE IS NOT IN MOTION.
• OFFLOADING- TO UNLOAD OR GETTING RID OFF
LUGGAGE OR PASSENGERS FROM A BUS
• LOADING-ACT OF LOADING THE LUGGAGE OR
PASSENGERS INTO THE BUS
LOADING
OFFLOADING
IDLE PARKING
DATE

2. REDESIGN OF PANDIT NEHRU BUS TERMINAL,
I I I I
I I I I I
2B
N.KEERTHI
PERPENDICULAR BAY FOR 100 M LENGTH
LINEAR/PARALLEL BAYS
• BAYS ARRANGED LINEARLY ALONG THE DEPARTURE PLATFORM.
• A LONG LINEAR PLATFORMS SERVES MULTIPLE BUSES.
• LINEAR BAYS USUALLY INCLUDE AN OVERTAKING LANE WHICH ACTS AS A DRIVEWAY.
• THIS WORK WITH ONE WAY DRIVEWAY,OCCUPY LONG CURB LENGTH PER BUS,BUT REQUIRE MINIMAL
DRIVEWAY WIDTH.
• LINEAR BAYS FIND IT DIFFICULT TO ALLOW DRIVERS TO DEDUCE GAPS BETWEEN BUS PLATFORM WHILE
DOCKING.
• THIS ARRANGEMENT REQUIRES LONGER CURB LENGTH AS BUSES ARE STACKED ONE BEHIND THE
OTHER WITH ADEQUATEHEAD SPACE. THERE IS AN OVERTAKING LANE PARALLEL TO THE BUS BAY.
• ONE MAY COMBINE IT WITH ANOTHER ADJACENT PARALLEL BAY WITH OVERTAKING LANE IN
BETWEEN.
LINEAR BAY FOR 100 M LENGTH
DRIVE THROUGH BAYS
• BAYS ARRANGED PARALLEL AT EITHER 90,60,45,30 DEGREES WITHOUT AN OVER TAKING LANE WITH OPENING
FOR BUS LANES ON BOTH SIDES.
• DRIVE THROUGH BAYS ALLOW FOR PARALLEL BAYS,EACH WITH A SINGLE DRIVE-IN LANE.THESE BAYS MAY BE
ARRANGED AT 30,45,60,90 DEGREES TO CURB.
• TO GET TO DRIVE THROUGH BOARDING BAYS,PASSENGERS NEED TO CROSS MULTIPLE BUS DRIVE WAYS.THIS
IS USUALLY SOLVED BY PROVIDING RAISED CROSS-WALKS.
• THUS,DRIVE THROUGH BAYS WORK WELL FOR LOW PASSENGER VOLUME TERMINALS OR THOSE WHICH
REQUIRE MINIMAL BAGGAGE TRANSFER;THEY SUIT LOCAL BUS TERMINALS MORE THAN INTER-STATE ONES.
• THE BAYS ARE PARALLEL ARRANGEMENT WITHOUT PASSING LANES. THUS PARALLEL BOARDING LANES ARE
SEGREGATED FROM EACH OTHER BY THEIR RESPECTIVE BOARDING BAYS.
INTER STATE
FIXED ROUTE BAY
LARGE
INTER STATE
DYNAMIC BAY
LARGE
ANGULAR BUS BAYS CAN BE
PREFERRED AND THEN
PERPENDICULAR
INTER STATE
FIXED BAY
MEDIUM
INTER STATE
DYNAMIC BAY
MEDIUM
BAYS ARRANGEMENT PREFERED FOR DIFFERENT BAYS AND SIZES
INTER STATE
FIXED BAY
SMALL BOTH ANGULAR BUS BAYS
PERPENDICULAR HAVE EQUAL
PREFERENCE
INTER STATE
DYNAMIC BAY
SMALL
BUS BAY BASED ON TIME FOR FIXED BAYS
BUS BAY BASED ON TIME FOR DYNAMIC BAYS
BOARDING, ALIGHTING AND IDLE PARKING FUNCTIONS CAN BE WORKED OUT WITH A COMMON BAY FOR LAYOVER TIME UPTO 10 MIN ACROSS
ALL TERMINAL SIZES. REQUIREMENT OF IDLE BAY DROPS DOWN AT LAYOVER TIME 60 MIN FOR MEDIUM TERMINALS
AND FROM 40 MIN TO 60 MIN FOR LARGE TERMINAL AS MULTILEVEL PARKING IS INTRODUCED.
BOARDING, ALIGHTING AND IDLE PARKING FUNCTIONS CAN BE WORKED OUT WITH A COMMON BAY FOR LAYOVER TIME UPTO 10 MIN
ACROSS ALL TERMINAL SIZES. REQUIREMENT OF IDLE BAY DROPS DOWN AT LAYOVER TIME 60 MIN FOR MEDIUM TERMINALS AND FROM 30
MIN TO 60 MIN FOR LARGE TERMINAL AS MULTILEVEL PARKING IS INTRODUCED.
➢ BUS TERMINAL DESIGN GUIDELINES
➢ https://voakl.net/2015/06/18/note-to-auckland-transport-this-is-why-you-do-not-build-sawtooth-bay-bus-stations/
SOURCES
OBSERVATION FROM OTHER BUS TERMINAL CASE STUDIES
13 BUS CRASHES AT NEW CHRISTCHURCH BUS STATION ,2 OF THE CRASHES ARE BUS TO BUS COLLISIONS.SIX CRASHES INVOLVED A
REVERSING BUS HITTING A TEMPERORY FENCE.FOUR INVOLVEDD BUSES HITTING BOLLARD AND ONE INVOLVED A BUS HITTING THE
RIGHT SIDE OF THE BAY WHEN REVERSING. THESE ALL OCCURRED BECUARE OF USING SAW TOOTH BUS BAY.
▪ SMALL –LESS THAN OR EQUAL TO 60 BUSSES PER HOUR
▪ MEDIUM-MORE THAN 60 UPTO 300 BUSSES PER HOUR
▪ LARGE-MORE THAN 300 BUSSES PER HOUR
AREA REQUIRED PER A BUS
SAW TOOTH - 217 SQM
LINEAR - 262 SQM
PERPENDICULAR - 150 SQM
ANGULAR 30,45,60 - 163,150,145 SQM
DRIVE THROUGH - 258 SQM
TERMINAL SIZE- TERMINAL SIZE IS DECIDED BY THE
NUMBER OF BUSSES DAILY ENTERING TH BUS
TERMINAL, THE CONFIGURATION IS LIKE
DATE

3. MAHARANA PRATAP ISBT,
I I I I
I I I I I
3A
N.KEERTHI
INTRODUCTION
HISTORY
• KASHMERE GATE ISBT WAS OPENED IN 1976.
• IT SERVED AS THE ONLY ISBT IN DELHI TILL 1993 WHEN IT WAS TRANSFERRED TO
THE TRANSPORT DEPARTMENT, AFTER TWO NEW ISBT'S WERE CREATED IN SARAI
KALE KHAN AND ANAND VIHAR TO DE-CONGEST THE OVERCROWDED KASHMERE
GATE ISBT.
• IT WAS RENOVATED IN 2011-2012 BY DIMTS AT A COST OF ₹ 70 CRORES AND THEN
INAUGURATED IN 2013 BY CHIEF MINISTER OF DELHI, SHEILA DIKSHIT.
TERMINAL SIZE AND CHARACTERISTICS
• BASED ON THE NUMBER OF TRIPS PER DAY IN ISBT ,KASHMERE GATE ISBT COMES
UNDER MEDIUM SIZE BUS TERMINAL- 2000 BUSES PER DAY.
• FACE LIFTING OF THE BUILDING WHILE MAINTAINING THE ORIGINAL CONTEXT OF
THE EXPOSED CONCRETE CHARACTER OF THE FACADE.
• PROVISION OF ESCALATORS AND ELEVATORS.
• PROVISION OF BUS, CAR/TAXI AND TWO WHEELER PARKING.
• DEVELOPMENT OF COMMERCIAL AREAS IN THE TERMINAL.
• SUPPLEMENT THE PUBLIC TRANSPORT IN DELHI THROUGH A CITY-WIDE INTEGRATED
MULTI-MODAL NETWORK OF MASS TRANSIT SYSTEMS.
• AREA COVERED BY ISBT IS 56,126 SQMTS (13.12 ACRES).
• IT CONSISTS OF FOUR ACCESS T0 THE SITE,TWO FOR THE BUS ENTRY EXIT AND TWO
FOR PBLIC ENTRY EXIT.
• IT CONSIST OF TWO BLOCKS
• ARRIVAL BLOCK
• DEPARTURE BLOCK
• DELHI'S 2021 POPULATION IS NOW
ESTIMATED AT 31,181,376. IN 1950, THE
POPULATION OF DELHI WAS 1,369,369.
• DELHI HAS GROWN BY 890,440 SINCE
2015, WHICH REPRESENTS A 2.94%
ANNUAL CHANGE.
TOURIST PROFILE
DELHI'S RICH TRADITION, EFFERVESCENT HISTORY, MONUMENTS,
MUSEUMS, GALLERIES, PARKS AND MUGHAL ARCHITECTURE ARE SOME
OF THE SPECIAL ATTRACTIONS THAT BECKON TOURISTS FROM ALL OVER
THE WORLD.
➢ DAILY MORE THAN ONE LAKH PEOPLE
REACH THEIR DESTINATION USING
KASHMERE GATE ISBT
LOCATION
• DELHI IS LOCATED IN NORTHERN INDIA
BETWEEN THE LATITUDE LONGITUDES
OF 76°-50’-24” AND 77°-20’-37” EAST.
• DELHI SHARES BORDERS WITH THE
STATES OF UTTAR PRADESH AND
HARYANA.
• DELHI HAS AN AREA OF 1,483 SQ. KMS
ITS MAXIMUM LENGTH IS 51.90 KMS
AND GREATEST WIDTH IS 48.48 KMS.
DEMOGRGPHIC PROFILE OF DELHI
➢ DELHI IS A FASTEST GROWING METRO IN INDIA.
TODAY, IT COMPRISES OF OVER 17 MILLION
INHABITANTS LIVING AND WORKING HERE.
• https://economictimes.indiatimes.com/news/economy/infrastructure/renovated-kashmere-gate-isbt-inaugurated/articleshow/19834254.cms?from=mdr
• http://health.delhigovt.nic.in/wps/wcm/connect/doit_dtidc/DTIDC/Home/Maharana+Pratap+ISBT+Kashmere+Gate#:~:text=Salient%20Features%3A&text=Provision%20of%20escala
tors%20and%20elevators,taxi%20and%20two%20wheeler%20parking.
SOURCE: SO DELHI , The History Behind Delhi’s Famous
Kashmiri Gate | So Delhi ,accessed on 19-05-2021.
WEST FAÇADE OF ISBT KASHMERE GATE
THE MAHARANA PRATAP INTER-STATE
BUS TERMINUS POPULARLY KNOWN
AS KASHMERE GATE ISBT, LOCATED IN
DELHI.
NTS
INFLUENCED ZONE
IT OPERATES BUS SERVICES BETWEEN EIGHT OTHER
STATES DELHI ,HARYANA,JAMMU &
KASHMIR,PUNJAB,HIMACHAL PRADESH,UTTAR
PRADESH,RAJASTHAN ,UTTARAKHAND
1976 2013
2011-2012
ISBT KASHMERE GATE
INAUGURATION
OF NEW ISBT
WITH CBT
NEW ISBT
CONSTRCTION
PERIOD
ONLY ISBT
INDIA
SOURCE: GOOGLE MAPS
DELHI
SOURCE: GOOGLE MAPS
MAHARANA PRATAP ISBT/ISBT KASHMERE GATE,DELHI
SOURCE: GOOGLE EARTH PRO
MOST VISITED TOURIST PLACES DELHI
SOURCE: https://www.researchgate.net/figure/Top-A-hand-authored-digitized-tourist-
map-of-Delhi-India-Bottom-A-tourist-map_fig1_221571675
SOURCE:
ARCHITECT-MR.RAJENDRA KUMAR
DATE

4. MAHARANA PRATAP ISBT,
I I I I
I I I I I
3B
N.KEERTHI
MAJOR CONNECTIVITY AND ROAD LINKAGES
PROPOSED BRT
METRO PH -3
EXISTING METRO LINE
PROPOSED RRTS
METRO CONNECTIVITY
➢ THYE KASHMERE GATE STATION OF THE DELHI METRO LIES ON
BOTH THE RED AND YELLOW LINES.
➢ IT IS THE TRANSFER STATION BETWEEN THE RED LINE ON THE
HISHEST UPPER LEVEL AND THE YELLOW LINE ON THE LOWEST
LEVEL .
INDIRA GANDHI
INTERNATIONAL AIRPORT
ACCESSIBILITY
• ISBT KASHMERE GATE
• INDIRA GANDHI INTERNATIONAL
AIRPORT DELHI 22.5 KM FROM ISBT
KASMERE GATE
• OLD RAILWAY STATIOPN MORI GATE 2.1
KM FROM ISBT KASHMERE GATE
BUS TERMINAL SURROUNDINGS
➢ NORTH SIDE
➢ WEST SIDE
➢ SOUTH SIDE
➢ EAST SIDE
FLYOVER 20M WIDE
ROAD 20M WIDE
KASHMERE GATE METRO STATION
RING ROAD 30M WIDE
N
LANDMARKS
KASHMERE GATE IS LOCATED IN NORTH DELHI AND
ITS LAND MARKS ARE :
• THE RED FORT
• OLD DELHI RAILWAY STATION
SITE CONTEXT 500M
PARKS
HOSPITALS
RELIGION BUILDINGS
BANKS
METRO STATION
ATMS
WATER BODIES
RESIDENTIAL AREA
COMMERCIAL BUILDINGS
LEGEND
ASIAN HIGH WAY
ARTERIAL ROAD
COLLECTOR ROAD
FACTORS EFFECTING BUS TERMINAL
• MANY RELIGION BUILDINGS ARE LOCATED AROUND THE BUS TERMINAL WHICH RESULTS IN MORE PEOPLE GATHERING AND MAKES CIRCULATION HARD.
• IT IS LOCATED AT THE INTERSECTION OF NH-24,NH-28, WHICH MAKES THE TERMINUS EAISER TO APPROACH BY ROAD.
• DUE TO THE CONSTRUCTION OF FLYOVER TO SHAHDARA,THE ACCESS HAS BECOME EASY WITH REDUCED TRAFFIC JAMS.
• HIGH CRIME RATE CAN BE SEEN IN THE NIGHT TIMES IN KASHMERE GATE REGION DUE TO LESS SECURITY.
• LESS CHANCES FOR ACCIDENTS AROUND BUS TERMINAL BEACUASE OF GOOD CONDITION OF ROADS.
https://www.indiatoday.in/mail-today/story/25-dark-and-dangerous-spots-in-delhi-1545683-2019-06-10
https://foursquare.com/v/isbt-kashmere-gate/4cd2af144aa9f04d3b8058cb/photos
METRO CONNECTIVITY TO ISBT KASHMERE GATE
SOURCE:GOOGLE IMAGE
LOCATION OF DIFFERENT TRANSPORT MODES
SOURCE:GOOGLE MAPS
SITE PLAN
SOURCE:GOOGLE EARTH PRO
SITE CONTEXT WITH 500M DISTANCE FROM SITE
SOURCE:GOOGLE EARTH PRO
NIGHT TIME PHOTOGRAPHS OF ISBT KASHMERE GATE
SOURCE :https://www.tripoto.com/places-to-visit/in-new-delhi/isbt-kasmiri-gate
MEANS OF EGRESS
ILLUMINATION SHALL BE A
MINIMUM OF 10.8 LUX AT THE
FLOOR LEVEL THROUGHOUT THE
MEANS OF EGRESS (INCLUDING
THE EXIT DISCHARGE) AT ALL
TIMES THE BUILDING IS
OCCUPIED.
DATE

5. MAHARANA PRATAP ISBT,
I I I I
I I I I I
3C
N.KEERTHI
EXISTING SITE INFRASTRUCTURE
N
LEGEND
ARRIVAL BLOCK
DEPARTURE BLOCK
LINK BLOCK
CBT
TAXI STAND
METRO STATION
NODES
ENTRY EXIT NODES
1 NORTH WEST SIDE
2 SOUTH SIDE
3 SOUTH WEST
4 NORTH EAST SIDE
CIRCULATION
• AN EFFICIENT CIRCULATION PATTERN IS FOLLOWED IN THE ISBT.THERE IS SEGREGATIONIN CIRCULATION OF
BUSES AND NON-BUS(OTHER LIGHT VEHICLES) LESS TRAFFIC DUE TO THE DIFFERENCE IN MOVEMENT
CHARACTER
• THERE IS A SEPARATE ENTRY AND EXIT POINTS FOR INTER-CITY AND INTRA-CITY BUS SERVICES
• THERE IS A PROPER SEGREGATION FOR VEHICULAR AND PEDESTRIAN MOVEMENT.
SITE TOPOGRAPHY
• THE FIGURES OF SITE MAP AND SECTION WITH 250 M
CONTEXT ARE TAKEN FROM THE GOOGLE EARTH PRO
TO UNDERSTAND THE EXISTING SITE TOPOGRAPHY
• THE EXISTING SITE CORDINATES ARE
28.669161016361247, 77.22974470183551
• THE TOPOGRAPHY VARY AT THE 480M REGION WITH
210 M HEIGHT IN THE SITE.
• ENTRANCE PORCH WAS LOCATED AT THAT HIGH
TOPOGRAPHIC REGION.
• THERE IS NO ANY IMPACT ON DESIGN DUE TO
CONTOUR.
CLIMATE AND THE SITE
N
EXACT SITE LOCATION
NEAR, YUDHISTER SETU,
KASHMERE GATE, OLD DELHI,
DELHI 110006
CLIMATIC CONDITIONS OF DELHI
• THE CLIMATE OF DELHI IS AN OVERLAP BETWEEN MONSOON-INFLUENCED HUMID SUBTROPICAL AND
SEMI-ARID , WITH HIGH VARIATION BETWEEN SUMMER AND WINTER TEMPERATURES AND
PRECIPITATION.
• SO DELHI FALLS UNDER COMPOSITE CLIMATE.
CHARACTARISTICS OF COMPOSITE CLIMATE
• RECEIVES STRONG WINDS DURING MONSOONS FROM THE SOUTH-EAST AND DRY COLD WINDS
FROM THE NORTH-EAST.
• IN SUMMER,THE WINDS ARE HOT AND DUSTY
• THE SKY IS OVERCAST AND DULL IN THE MONSOON,CLEAR IN WINTER AND FREQUENTLY HAZY IN
SUMMER.
• THE RELATIVE HUMIDITY IS ABOUT 20-25% IN DRY PERIODS AND 55-95% IN WET PERIODS.
TOO COOL
TOO HOT
CLIMATIC ANALYSIS
N
N
• ARRIVAL BLOCK IS ORIENTED
TOWARDS SOUTH-WEST
DIRECTION.
• DEPARTURE BLOCK IS ORIENTED
TOWARDS NORTH-EAST DIRECTION.
• THERE IS A GOOD IMPACT ON THE
BUILT-UP FORM BECAUSE OF THE
YAMUNA RIVER BESIDE THE SITE.
ISBT KASHMERE GATE EXISTING SITE PLAN
SOURCE:PDF COFFEE.COM
VIEWS OF ISBT FROM NORTH WAST NODE
SOURCE: GOOGLE EARTH PRO
ISBT KSHMERE GATE SITE PLAN
SOURCE: GOOGLE EARTH PRO
ISBT KASHMERE GATE EXISTING SITE PLAN
SOURCE:PDF COFFEE.COM
DATE

6. MAHARANA PRATAP ISBT,
I I I I
I I I I I
3D
N.KEERTHI
SITE MASSING
LEGEND
BUILT UP AREA
PARKING
ROADS
VEGETATION
OTHER BUILDINGS
SERVICES
BUS TERMINAL INFRASTRUCTURE
DEPARTRE BLOCK
SHOPS
POLICE KIOSK
RESTAURANTS
TOTAL BUILT UP PART
DORMITORY
DORMITORY DISTRICT FORUM D.P.CC CHILD WELFARE
DORMITORY DISTRICT FORUM
BUS OPERATOR OFFICE
GMISBT DIMTS OFFICE
RENTABLE VALUE FOR OFFICE AREAS AREA IN SQM
FIRST FLOOR 2890.39
SECOND FLOOR 1652.65
THIRD FLOOR 2639
FOURTH FLOOR 2639
FIFTH FLOOR 3024
SIXTH FLOOR 735
TOTAL 13579.8
COMMON AREAS 1358
TOTAL RENTAL SPACE AVILABLE 12221.67
THE RENTAL RATE IS AT AN AVERAGE OF 35-40/SQFT/MONTH
ISBT KASHMERE GATE EXISTING SITE PLAN
SOURCE:PDF COFFEE.COM
SOURCE:DIMTS PORTAL
DEPARTRE BLOCK GROUND FLOOR
VIEW OF DEPARTRE BLOCK
SOURCE :
https://m.facebook.com/HRroadways/photos/a.447319552095385/
1132123093615024/?type=3&source=57
SOURCE:DIMTS PORTAL
DEPARTRE BLOCK FIRST FLOOR
SOURCE:DIMTS PORTAL
DEPARTRE BLOCK SECOND FLOOR
LINK
BLOCK ARRIVAL BLOCK
RATE OF RENTAL AREAS
VIEW OF ARRIVAL BLOCK
SOURCE :
https://m.facebook.com/HRroadways/photos/a.447319552095385/
1132123093615024/?type=3&source=57
SOURCE:DIMTS PORTAL
ARRIVAL BLOCK GROUND FLOOR
SOURCE:DIMTS PORTAL
ARRIVAL BLOCK FIRST FLOOR
SOURCE:DIMTS PORTAL
ARRIVAL BLOCK SECOND FLOOR
SOURCE:DIMTS PORTAL
ARRIVAL BLOCK THIRD FLOOR
SOURCE:DIMTS PORTAL
ARRIVAL BLOCK FOURTH FLOOR
SOURCE:DIMTS PORTAL
ARRIVAL BLOCK FIFTH FLOOR
SOURCE:DIMTS PORTAL
ARRIVAL BLOCK SIXTH FLOOR
DATE

7. MAHARANA PRATAP ISBT,
I I I I
I I I I I
3E
N.KEERTHI
PEDISTRIAN MOVEMENT BUSES CIRCULATION
PARKING DETAILS
AUTO RICKSHAW-122
TAXI-15
TWO WHEELER-62
CAR-41
PASSENGER AMINITIES
NEGATIVE ASPECTS
POSITIVE ASPECTS
AREA STATEMENT
STRUCTURE DETAILS
• SIGNAGE PROBLEMS-THE LACK OF
PROPER SIGNAGE IS A NOTICEABLE AND
NEGATIVE ASPECT OF THIS ISBT.
• SAME ENTRANCE FOR STAFF AND
VISITORS.
• LACK OF PROPER AUTOSTAND.
• LACK OF LIGHTING TO WAITING HALL.
• NO BUS FINGERS.
• CONTINOUS STRETCHED BAYS.
• PROVISION OF TICKET COUNTERS AT THE WAITING
AREA
• THE STAFF AREA AND THE PASSENGER AREA ARE AT
DIFFERENT FLOORS
• PROVISION OF A WORKSHOP
• POLICE CONTROL ROOM
• THE LOCAL BUSES COMING FROM THE WESTERN SIDE
OF THE BUS STAND COME ENTER AND EXIT FROM THE
SAME SIDE.
• RAMPS PROVIDED FOR DISABLE FRIENDLY DESIGN
• DIFFERENT CIRCULATION SPACES FOR DIFFERENT TYPE
OF VEHICLES
• AIR CONDITIONED WAITING
HALLS
• GLASS ELEVATORS
• ESCULATORS
• RESTAURANT
• HIGH SPEED WIFI
• LCD SCREENS
• CCTV SUVELIANCE
• PARKING
• INFORMATION OFFICES
• RO PLANT
• SEWEGE TREATMENT PLAN
LINK BLOCK
• IT IS A CONNECTING BLOCK BETWEEN ARRIVAL AND DEPARTURE BLOCK AT FIRST FLOOR
LEVEL.
• THIS BLOCK WAS DESIGNED FOR TICKET BOOTHS FOR EACH PARKING BERTH
• SMALL ENQUIRY OFFICES OF DIFFEENT STATE TOURISM AND SMALL SECURITY CELL ARE
PROVIDED IN THE CENTRE AROUND A LARGE DIA
• THIS BLOCK A LARGE WAITING AREA TO FACILITATE PASSENGER.
• THE WAITING AREA IN THE LINK BLOCK IS NOT USED AS MUCH BECAUSE PASSENGER HAVE
TENDENCY TO WAIT NEAR THE DEPARTURE PLATFORM OF THE BUS.
• DRINKING WATER TAPS AND WATER COOLERS
• SEPARATE PUBLIC TOILETS OF GENTS AND LADIES
• AVAILABILITY OF FIRST AID SERVICES 24/7
• UTILITIES LIKE LOCAL POST OFFICE, BANK AND POLICE POST
• WELL-EQUIPPED PLATFORMS WITH CHAIRS, LIGHTS AND FANS WITH AUTOMATED
SYSTEMS
• LUGGAGE PORTERS, PHONE FACILITIES, CLOAK ROOM, PARKING FACILITIES CARS, TAXI
AND TWO WHEELERS
• SEVERAL TICKER COUNTERS FOR THE CONVENIENCE OF PASSENGERS
• ACCOMMODATION FACILITIES
• PUBLIC ADDRESSES ARRANGEMENT
• SHOPS AND FOOD JOINTS SELLING WATER BOTTLES, TEA, COFFEE, JUICE, COMESTIBLES,
NEWSPAPERS AND MANY MORE
https://www.delhionline.in/city-guide/isbt-kashmiri-gate
THERMAL COMFORT AND DAY LIGHTING
• THE ENTIRE BILDING IS QUITE COOL IN THE SUMMER BECAUSE IT IS HEAVILY LOUVERED
ON ALL SIDES WHICH PREVENT THE DIRECT SUNLIGHT.
• THE MASSIVE ROOFLIGHTS OVER THE DEPARTURE AREA AID IN NATURAL LIGHTING.
• THE PLANTS INSIDE THE BUILDING REDUCES THE AMBIENT TEMPERATURE OF THE
BUILDING AND MAINTAIN THERMAL COMFORT.
• WINDOWS BETWEEN THE INCLINED WALLS MAKES LESS CHANCES FOR HEAT ENTER
THE BUILDING
SPACES AREAS
SITE AREA 13.12 ACRES
TOTAL BUILT-UP AREA 7.72 ACRES
AREA OF ARRIVAL BLOCK 3.65 ACRES
AREA OF DEPARTURE BLOCK 2.3 ACRES
AREA OF LINK BLOCK 1.24 ACRES
AREA OF ONE FLOOR 2.19 ACRES
AREA FOR TOILETS,URINALS 0.38 ACRES
AREA FOR TICKET COUNTER 5SQM
BUS BAYS PROVIDED
IDLE PARKING - 22
ALIGHTING -11
ACTIVE -43
PASSENGER AMINITIES
WATER POINTS-75 NOS
PUBLIC ADDRESS-1
POLICE POST-1
CLOAK ROOM-1
ENQUIRY AND BOOTH -2
LADIES TOILETS-64
GENTS TOILETS-74
DELUXE TOILETS-3 GENTS,2 LADIES
WATER COOLERS-10
DIESEL GENERATOR SET-2
SERVICES
SOURCE :https://www.tripoto.com/places-to-visit/in-new-
delhi/isbt-kasmiri-gate
SOURCE :https://www.tripoto.com/places-to-visit/in-
new-delhi/isbt-kasmiri-gate
PEDISTRIAN CIRCULATION IN ISBT KASMERE GATE
SOURCE:PDF COFFEE.COM
BUSES CIRCULATION IN ISBT KASMERE GATE
SOURCE:PDF COFFEE.COM
INTER STATE BUSES CITY BUSES OTHER VEHICLES
DAY LIGHTING INSIDE THE BUILDING
SOURCE:PDF COFFEE.COM
TICKET COUNTERS
CERAMIC TILE FLOORING STEEL COLUMNS
STEEL AND RCC COLUMNS
COFFERED SLAB
BUS BAYS
55 BUS BAYS WITH 18 BUS BAYS AT
ARRIVAL BLOCK AND 37 BUS BAYS
AT DEPARTURE BLOCK
DATE

8. MAHARANA PRATAP ISBT,
I I I I
I I I I I
4A
N.KEERTHI
S.NO CONSIDERABLE DATA
FROM PRIMARY STUDY FROM SECONDARY STUDY
AS PER GUIDELINES
PARAMETER
1 -
PANDIT NEHRU BUS TERMINAL
VIJAYAWADA
MAHARANA PRATAP ISBT
DELHI
ISBT
TYPOLOGY
2. PROVIDED DESIGN SHOULD BE WITH MEDIUM
CAPACITY ,MORE THAN 60 BUSES PER HOUR
MEDIUM BUS TERMINAL
WITH 183 BUSES PER HOUR
MEDIUM BUS TERMINAL
WITH 83 BUSES PER HOUR
BASED ON FLOW OF
BUSES PER HOUR
TERMINAL SIZE
3. 18.64 ACRES
28 ACRES,18.64 ACRES ISBT 13.12 ACRES,12 ACRES ISBT
-
SITE AREA
4. SEGREGATED BUS TERMINAL BLOCKS LEADS
TO LESS CONJUSTION ,SO SEGREGATED
BLOCKS ARE GOOD
SEGREGATED ACOORDING TO FUNCTION AND
CONNECTED WITH A LINK BLOCK
SEGREGATED ACCORDING TO FUNCTION AND
CONNECTED WITH A LINK BLOCK
-
FORM
DEPARTRE BLOCK
LINK BLOCK
ARRIVAL BLOCK
ARRIVAL BLOCK DEPARTRE BLOCK
LINK BLOCK
5. FOR MEDIUM TYPE OF ISBT FIXED BAYS ARE
PREFERRED
FIXED BAY ALLOCATION FIXED BAY ALLOCATION
BASED ON TERMINAL
TERMINAL OPERATIONS
6.
BASED ON FUTURE DEMAND NEEDED CAPACITY IS:
IDLE-105
LOADING-63
UNLOADING-11
SEGREGATED BAY ALLOCATIONS CAPACITY
IDLE-105 OF 105
LOADING-46 0F 63
UNLOADING-15 OF 11
SEGREGATED BAYS
IDLE-22
LOADING-43
UNLOADING-11
SEGREGATED BAY ALLOCATIONS
BUS BAY ALLOCATIONS
7. 1.5 LAKH PEOPLE
1.5 LAKH PEOPLE 1.2 LAKH PEOPLE
ACCORDING TO THE DAILY FOOT
FALL
EXISTING CAPACITY
8. ANGULAR BAYS WITH 30,45,60 ARE PREFFERED
PERPENDICULAR ,ANGULAR 60°
24SQM,
ANGULAR WITH 60°
ANGULAR
BUS BOARDING BAY ARRANGEMENTS
9. ENQUIRY COUNTER-1
RESERVATION COUNTERS -4
TOILETS- 20 LADIES,20 GENTS
PAY PHONES -10
RO PURIFIED WATER-1
MINI THEATRE-4364 SQM,4 SCREENS
PLASMA TV SCREENS IN CORRIDORS-6
TICKETING AND QUEUING-22 SQM/100 PAX
CLOAK ROOM-25 SQM/100 PAX
EATERIES-1784 SQM
DORMITOIES-1193 SQM
PASSENGER AMINITIES DORMITORIES-2 UNITS 50 SQM
TICKET BOOTH-10 UNITS 5 SQM
TOILETS-14 UNITS 18 SQM
TELE BOOTH-5 UNITS 7 SQM
WAITING HALL- 1 UNIT 50 SQM
KIOSK-12 UNIT 7.5 SQM
DRINKING WATER- 16 UNIT 5 SQM
ENQUIRY- 1 UNIT 20 SQM
BOOK STALL-
BANK- 2 UNIT 25 SQM
POST OFFICE – 1 UNIT 15 SQM
POLICE POST- 1 UNIT 25 SQM
COMPARITIVE ANALYSIS
PASSENGER PLATFORMS TO BOARD AND ALIGHT
(WITH RAMPS FOR DISABLED & ELDERLY)
TICKETING FACILITIES
WAITING LOUNGES
REST HOUSES/ ROOMS
BAGGAGE STORAGE FACILITIES
COMMERCIAL: BASIC SHOPPING AND RETAIL
FACILITIES
UTILITIES, SERVICES AND AMENITIES (INCLUDING
PUBLIC TOILETS, ATM, DRINKING WATER ETC.)
INFORMATION SYSTEM
SHELTER FROM WEATHER
COMMUNICATION AND POSTAL FACILITIES
EATING PLACES
DATE

9. MAHARANA PRATAP ISBT,
I I I I
I I I I I
4B
N.KEERTHI
S.NO CONSIDERABLE DATA
FROM PRIMARY STUDY FROM SECONDARY STUDY
AS PER GUIDELINES
PARAMETER
10. RESTING ROOMS
WASH ROOMS
DRINKING WATER
STORAGE
SEGREGATED ACOORDING TO FUNCTION AND
CONNECTED WITH A LINK BLOCK
ADMINSTRATIVE OFFICE- 1 UNIT 25 SQM
ACCOUNTS OFFICE – 1 UNIT 25 SQM
IN-CHARGE ROOM – 1 UNIT 15 SQM
MANAGER ROOM – 1 UNIT 15 SQM
BUS STAFF AMINITIES DRINKING WATER (1.1SQ.M/FIXTURE,
1/100PAX ) - 103.95 SQ.M /95 FIXTURES
TOILETS
RESTING ROOMS (2 SQ.M/PERSON) - (50 -
60 PERSONS) -120.0SQ.M
DORMETERIES (ESTIMATED PEAK HOUR
PASSENGER FLOW - 9450) - 1193.0SQ.M
CANTEEN(2 SQ.M/PERSON) - ( COMMON
FOR TERIMINAL AND BUS STAFF)
11. REVENUE OFFICE
SECURITY AND INFORMATION
TICKETING BOOTH
RESTING ROOM
DRINKING WATER AND TOILETS
CANTTEEN
LOCKERS
CANTEEN
LODGE
RESTING AREAS
CONFERENCE HALL AND OFFICE SPACES -500
SQM WITH 4 UNITS.
PARKING-
ADMINSTRATIVE OFFICE- 1 UNIT 25 SQM
ACCOUNTS OFFICE – 1 UNIT 25 SQM
IN-CHARGE ROOM – 1 UNIT 15 SQM
MANAGER ROOM – 1 UNIT 15 SQM
TERMINAL STAFF AMINITIES WATER (1.1SQ.M/FIXTURE, 1/100PAX ) – 103
SQM /95 FIXURES
TOILETS -
TERMINAL OFFICE -( DEPOT MANAGER - 12
MEM. - 10 SQ.M/PERSON - 1200 SQ.M- PRO.)
TERMINAL OFFICE - (DEPOT STAFF - 300 MEM.
-10 SQ.M/PERSON - 1000 SQ.M - PRO.)
REVENUE OFFICE (10 SQ.M/PERSON)- (
EARNING SECTION)
RESTING ROOMS (2 SQ.M/PERSON) - (DEPOT
STAFF - 300 MEM (3SHIFTS)
CANTEEN(2 SQ.M/PERSON) - 300 MEM. ( 3
SHIFTS) 200. SQ.M (100 PERSONS)
12. 60,000 SQM
100 BUSES IDLE PARKING ,10823 SQM
CAR PARKING- 2085 SQM
TWO WHEELER PARKING – 2875 SQM
AUTO PARKING – 933 SQM
DEPENDS ON THE TERMINAL FOOT FALL
PARKING AUTO RICKSHAW-122
CAR PARKING- 41
BIKE PARKING- 62
TAXI- 15
13. -
PROVIDED I DEPARTURE BLOCK TO GET GOOD
LEVEL OF DAY LIGHTING
PROVIDED AT ATRIUM TO HAVE GOOD
ILLUMINATION
SKYLIGHT TO ACHIEVE MORE DAYA LIGHTING
NATURALLY
14.
-
100 BUSES IDLE PARKING ,10823 SQM
CAR PARKING- 2085 SQM
TWO WHEELER PARKING – 2875 SQM
AUTO PARKING – 933 SQM
DEPENDS ON THE TERMINAL FOOT FALL
PARKING AUTO RICKSHAW-122
CAR PARKING- 41
BIKE PARKING- 62
TAXI- 15
15. RO WATER PLANT
ELECTRICAL DISPLY BOARDS
FUEL FILLING STATION
SOLAR PANELS
DEPENDS ON THE TERMINAL
SERVICES AIR CONDITIONED WAITING HALLS
GLASS ELEVATORS,PUMP HOUSE
RESTAURANT,WIFI
RO PLANT,LCD SCREENS
SEWEGE TREATMENT PLAN
16. MORE P/A RATIO
SHADING DEVICES
SKYLIGHT FOR DAY LIGHTING
VEGETATION
WINDOW SHELVES
MORE PERIMETER TO AREA RATIO LEADS TO
A BIT THERMAL COMFORT
BASED ON THE LOCATION AND BUILDING
MATERIAL OR CONSTRUCTION TECHNIQUE
THERMAL COMFORT ATTAINED BY WINDOWS PROVED TO INCLINED WALLS CUT
OFF SSOLAR RADIATION
MORE P/A RATIO MORE
AIR MOVEMENT AND
MORE THERMAL COMFORT
REQUIRED SERVICES
SEWEGE TRATMENT PLANT
FUEL FILLING STATION
SOLAR PANELS
RO TREATMENT PLANT
DATE

10. PANDIT NEHRU TERMINAL,
I MAJOR DESIGN STUDIO I ARCHITECTURAL DESIGN – V I VI SEM, B. Arch I
A R C H I T E C T U R A L C O N C E P T I SUBMITED BY I SIGNATURE I I SHEET NO I
5
N.KEERTHI
ARCHITECTURAL PERSPECTIVE
• A BUS TERMINAL IS THE POINT WHERE A BUS ROUTE STARTS OR ENDS AND IN GENERAL, THOSE ARE
FACILITIES WHICH REPRESENT THE DOOR OF THE CITY AND BRING THE FIRST IMPRESSION TO VISITOR AS A
FOCAL POINT AT THE ENTRANCE OF EVERY CITY.
• PURPOSE OF THIS STUDY IS TO RESEARCH CURRENT CONDITION OF BUS TERMINALS IN PANDIT NEHRU BUS
TERMINAL AND PRESENT FINDINGS COMPARED WITH MODERN GLOBAL TRENDS AIMED TO IMPROVE THE
QUALITY OF CURRENT CONDITION, MEET THE STANDARDS, AND FULFIL THE NEEDS OF DIVERSE
STAKEHOLDERS.
• ANALYSIS COVERS 1 PRIMARY STUDY PANDIT NEHRU BUS TERMINAL,1 DESKTOP STUDY MAHRANA PRATAP
ISBT. THE ANALYSIS COVERS MODERN GLOBAL TRENDS IN TERMINALS' DESIGN, INCLUDING GENERAL URBAN,
ARCHITECTURAL, AND STRUCTURAL APPROACH IN ANALYSIS.
• THE GOAL IS TO SHOW DEPENDENCE OF BUS TERMINALS' OPERABILITY, CONSIDERING FUNCTIONAL
ATTRIBUTES INFLUENCED BY ARCHITECTURAL EXPRESSION AND STRUCTURAL SYSTEMS, INCLUDING THEIR
IMPACT ON CREATING MEMORABLE AND NOTICEABLE LANDMARK
IDENTIFIED DEFICIENCIES
IN THE EXISTING ISBT THERE ARE SOME IDENTIFIED DEFICIENCIES AND THE TH GOAL IS TO AVOID THOSE
DEFICIENCIES
• LACK OF FEEDER SERVICE PROVISION AND INTEGRATION
• LACK OF FACILITIES FOR PEDESTRAIN CIRCULATION
• LACK OF DIABLE FRIENDLY ELEMENTS
• LACK OF SUPPORTING SERVICES LIKE MEDICAL EMERGENCY,TERMINAL POLICE.
• IDENTIFIED SHORTFALL IN BOARDING BAYS AND PRIVATE VEHICULAR PARKING.
• LACK OF GREENARY PUBLIC SPACES IN TERMINAL AREA
ARCHITECTURAL CONCEPT-BUS TERMINAL
THE OVERALL DESIGN OF THE TERMINAL SHOULD TRACE THE CIRCULATION OF THE PASSENGERS FROM ARRIVAL
TO DEPARTURE ENSURING THAT EACH JUNCTURE REQUIRED IN THE MOVEMENT OF THE PASSENGER IS AS
SEAMLESS AS POSSIBLE.
THE BUS STAND/ TERMINAL SHALL BE VISUALLY APPEALING; OPEN, SPACIOUS,WELL-LIT AND CONSISTENT WITH
THE ENVIRONMENT. THE SPACE AND FACILITIES HERE SHALL SATISFY FUNCTIONAL REQUIREMENTS IN THE PEAK
HOUR FOR THE TARGET YEAR UNDER ALL OPERATING CONDITIONS.
CONCEPT
THERMAL COMFORT
DIABLE FRIENDLY
CLIMATE RESPONSIVE
GOOD PEDESTRAIN
CIRCUL;ATION
VEHICULAR CIRCULATION
REPRESENT REGIONAL HISTORY
BASED ON THE IDENTIFIED DEFICIENCIES IN THE EXISTING BUS TERMINAL AND SOME OTHER PARAMETERS
MAKING THESE AS THE MAJOR ASPECTS OF THE CONCEPT TO DESIGN THE ISBT IN THE PROPOSED SITE.
PRINCIPLES OF TERMINAL PLANNING AND DESIGN
TO DESIGN A BUS TERMINAL WITH GOOD FUNCTION AND OPERATION SOME OF THE
PRINCIPLES TO FOLLOW ARE
1.ACCESS AND APPROACH
• ACCESS TO THE TERMINAL SHOULD BE CONVENIENT, BARRIER FREE AND FACILITATE
STREAMLINED INTERNAL CIRCULATION.
• TO MAKE THE CIRUCULATION AND APPROACH TO THE TERMINAL EASY,
SEGREGATED ENTY EXIT FOR DIFFERENT VEHICLES AND PEDESTRAINS WILL WORKS
BETTER.
BUILT-
UP
ZONE
ENTRY EXIT NODE
N
2.OPERATIONAL PARAMETERS
• IN THE PROPOSED ISBT DYMANIC BAY ALLOCATIPONS ARE USING TO REDUCE THE
LAND COVERAGE,BAYS CAN BE MANAGED BY PROPER SCHEDULE OF BUSES
ENTERING INTO TERMINAL AND EXISTING FROM TERMINAL.
• 45 DEGREE ANGLED BUS BAYS ARE PREFEREBLE BECAUSE IT REQUIRES SHORTER CRB
LENGTH.
• WHEN IT COMES TO FUNCTIONAL ATTRIBUTES THE REQUIRED BAY CAPACITY IS
S.NO BAYS PRESENT
CAPACITY
PRESENT
DEMAND
1. LOADING 46 63
2. UNLOADING 15 11
3. IDLE 105 105
PROPOSED SITE PLAN FOR ISBT
ANGULAR BUS BAY ARRANGEMENT
3.EXISTING CAPACITY AND FUTURE DEMAND
4.INTEGRATING MULTI-MODAL ACCESSIBILITY AND FEEDER INFRASTRUCTURE
5.INTEGRATING SUSTAINABLE DEVELOPMENT PRACTICES
• TO DECREASE THE CARBON FOOT PRINT IN THE PROPOSED ISBT GREEN BUILDING TECHNOLOGIES
CAN BE USED LIKE
• ICLUDING SOLAR ENERGY
• LED LIGHTS
• SOLID WASTE MANAGEMENT
• WASTE WATER RECYCLING
• RAIN WATER HARVESTING
6.STATISTICAL DATA RELATED TO FSI,GROUNG COVERAGE
EXISTING BUS TERMINAL CAN ACCOMMODATE THESE FOLLOWING NUMBER
OF BUSES WITH THREE DIFFERENT ACTIVITIES LOADING,UNLOADING AND
IDLE BUS PARKING.
• INTEGRATING PROVISIONS FOR FEEDER MODES LIKE CYCLE RICKSHAWS, AUTO
RICKSHAWS, PRIVATE VEHICLES ETC. IN THE FACILITY DESIGN, ENSURES IMPROVED
ACCESSIBILITY AND CONFLICT FREE CIRCULATION.
• PLANNED ALLOCATION OF SPACE FOR SUCH MODES HELPS REDUCE DELAYS, AND
IMPROVES LEVEL OF SERVICE FOR PASSENGERS., IN ORDER TO CREATE THE
IMPRESSION THAT THE JOURNEY IS CONTINUOUS.
AS PER PLANNING AND BUILDING STANDARDS REGULATIONS, 2008 (UPDATED 2017)
I. AS PER CLAUSE 34 (3) “ IN CASE OF TRANSPORT RELATED ACTIVITIES SUCH AS; RAILWAY YARDS,RAILWAY STATION, BUS STANDS, BUS SHELTERS,
TRANSPORT DEPOT, AIRPORT, SPECIAL WARE HOUSING, CARGO TERMINALS, THE MAXIMUM PERMISSIBLE FAR SHALL BE 1.00
II. HEIGHT AS PER THE RESTRICTION SHALL BE 27M AS IT IS ABOUT 1.5 KM FROM THE NEAREST RUNWAY END.
MULTIMODFAL FEEDER SERVICE
DATE