THESIS - MULTIMODAL TRANSIT HUB

PRATHAMESH B. PATIL DR.D.Y. PATIL SCHOOL OF ARCHITECTURE SUBJECT -DESIGN DISSERTATION- SEM 10

SIGN PG NO SEAT NO - 13068 TOPICSITE STUDY SITE LOCATION-LAL DARWAJA STATION RD, SURYAPUR GATE, VARACHHA, SURAT, GUJARAT 395003 - THE SITE IS LOCATED IN THE HEART OF SURAT CITY IN GUJARAT, SURAT RAILWAY STATION IS ON THE MUMBAI-VADODARA-AHMEDABAD RAILWAY LINE. THE ADMINISTRATIVE CONTROL OF THE STATION IS WITH THE WESTERN RAILWAY ZONE OF THE INDIAN RAILWAYS. -SURAT RAILWAY STATION IS LOCATED IN THE EASTERN PART OF THE CITY, AND IS ALSO, CONNECTED TO THE CENTRAL RAILWAYS THROUGH THE TAPI LINE AND UDHNA JUNCTION. THE STATION IS ALONG THE MAIN MUMBAI AHMEDABAD LANE AND RECEIVES A LOT OF TRAFFIC FROM PASSENGER TRAINS, LOCAL TRAINS, AND EXPRESS TRAINS. MANY GOODS TRAINS PASS THROUGH SURAT STATION AS THIS JUNCTION SERVES AS A GOOD TRANSPORT CORRIDOR ALONG WESTERN INDIA. GENERAL INFORMATION –SURAT RAILWAY STATION IS ONE OF THE BUSIEST STATIONS ON THE WESTERN RAILWAY LINE. THE EXISTING RAILWAY STATION BUILDING WAS BUILT IN 1860 AND AFTER THAT, NO MAJOR CHANGES HAVE BEEN DONE TO THE MAIN STATION BUILDING. THE MAIN STATION BUILDING IS LOCATED ON THE WEST SIDE WHILE THE SECOND ENTRY IS FROM THE EAST SIDE. AT PRESENT, THERE IS A TOTAL OF PLATFORMS THREE FOBS, AND ONE SUB-WAY FOR THE STATION BUILDING. APART FROM THE MAIN STATION BUILDING THE RAILWAY STATION VICINITY HAS A YARD AREA AND STAFF QUARTERS ON THE EAST SIDE WITH EXISTING PASSENGER AND TRAIN TRAFFIC SURAT RAILWAY STATION FALLS UNDER THE A+ CATEGORY. CLIMATE SURAT FALLS IN A HOT AND DRY CLIMATIC ZONE. IN SURAT, THE WET SEASON IS OPPRESSIVE, WINDY, AND MOSTLY CLOUDY; THE DRY SEASON IS HUMID AND MOSTLY CLEAR, AND IT IS HOT YEAR-ROUND. OVER THE YEAR, THE TEMPERATURE TYPICALLY VARIES FROM 62°F TO 99°F AND IS RARELY BELOW 58°F OR ABOVE 103°F AVERAGE TEMPERATURE AND PRECIPITATIONPRECIPITATION IS NEARLY 150 MM, STARTS FROM MAY AND ENDS NEARLY DURING NOVEMBER BEGINNINGS, IT IS HIGHEST IN JUNE, JULY, AND AUGUST, CITY REMAINS HOT FOR THE WHOLE YEAR WITH TEMPERATURE RANGING FROM 29 DEGREES TO 38 DEGREES AND HIGHEST IN MARCH, APRIL, AND MAY WIND FLOW THE WIND THAT SURAT GETS IS MAJORLY FROM THE NORTHEASTERN HIMALAYAN WINDS) AND SOUTH-WESTERN SIDE( MONSOON WINDS WIND IS MAXIMUM DURING MAY JUNE AND JULY PERIOD SUBSURFACE FEATURES1.THE BASALTIC LAVA FLOWS ARE COVERED BY BLACK CLAYEY TO LOAMY SOIL. IT IN GENERAL RANGES IN THICKNESS UP TO ONE METER. 2. THE COLOR OF THE SOIL TURNS BROWN DUE TO THE HIGH IRON CONTENT AT 3. THE TEXTURE IS SILT CLAY LOAM TO CLAY LOAMS. 4.THE CLAY CONTENT VARIES FROM 30 TO 60%. THE WATER HOLDING CAPACITY OF THE SOIL IS MODERATE. 5. THE SOIL TYPE HERE IS BLACK COTTON SOIL, THE TERRANE IS ALMOST FLAT 6. THE BLACK COTTON SOIL/EXPANSIVE CLAY 50% SATURATED) IN A DRY STATE HAS A BEARING CAPACITY BETWEEN 130 TO 160 KN/M2. 7. THE SOIL TYPE IS APPROPRIATE FOR SHALLOW, DEEP, AND PILE FOUNDATION CONNECTIVITY ROAD CONNECTIVITY NORTH APPROACH SURAT-KAMREJ HIGHWAY (VARACHHA RUB & LALDARWAJA ROAD) FOLLOWED BY KHAND BAZAR, LAL DARWAJA COMMERCIAL AREA SOUTH APPROACH LAMBE HANUMAN ROAD, RAILWAY YARD, GSRTC BUS DEPOT EAST -APPROACH ROAD (TOWARDS LAMBE HANUMAN ROAD), SURAT RAILWAY PARKING AREA, RAILWAY COLONY, SMC PARKING AREA, LAMBE HANUMAN TEMPLE, AND RESIDENTIAL AREA WEST APPROACH ROAD FROM UNAPANI (RING) ROAD, CITY BUS STOP, COMMERCIAL AREA GSRTC BUS STAND THE EXISTING RAILWAY STATION IS BOUNDED BY UNAPANI ROAD ON THE WESTERN SIDE, VARACHHA ROAD ON THE NORTHERN SIDE, AND LAMBE HANUMAN ON THE SOUTHERN SIDE. THE APPROACH TO THE EASTERN SIDE OF THE STATION BUILDING IS THROUGH THE RAILWAY STATION ROAD WHICH LEADS FROM LAMBE HANUMAN ROAD ON THE SOUTHERN SIDE. THIS ROAD TERMINATES IN FRONT OF THE PRESENT BOOKING OFFICE AND THE VEHICLES HAVE TO TURN BACK TO EXIT ON THE SAME ROAD I.E. THERE IS NO PROPER CONNECTIVITY BETWEEN LAMBE HANUMAN ROAD AND VARACHHA ROAD AS AN APPROACH TO THE STATION BUILDING THEREBY THE PASSENGERS HAVE TO NECESSARILY COME TO THE WESTERN SIDE OF THE STATION BUILDING SWOT ANALYSIS A. STRENGTHS 1. BEING THE SECOND MOST EARNING RAILWAY STATION ON THE WESTERN RAILWAY AND A STRATEGIC LOCATION, SURAT RAILWAY STATION IS HIGHLY PROLIFIC. THE STATION IS LOCATEDIN THE CORE AREA OF THE CITY SURROUNDED BY COMMERCIAL, RESIDENTIAL, AND INDUSTRIAL PARTS OF THE CITY. 2. GOOD WIDE ROADS ALL AROUND THE SITE 3. THE SITE POSSESSES THE GOOD POTENTIAL FOR COMMERCIAL DEVELOPMENT SINCE LOTS OF DEVELOPMENT IS COMING UP IN THE VICINITY. 4. THE TOPOGRAPHY OF THE LAND IS FLAT B. WEAKNESS 1. THE SITE HAS A HIGHWAY PASSING THROUGH AND A GOOD NUMBER OF BUSY ROADS CREATING THE POSSIBILITY OF TRAFFIC CONGESTION AND SOUND, AIR POLLUTION 2. THE STATION MIGHT BE REQUIRED TO FACE WEST SINCE ACCESS IS FROM THE WEST SIDE ROAD 3. NO SUCH GOOD VIEWS FROM THE SITE. C. OPPORTUNITIES 1. THE CONNECTIVITY AND THE LOCATION ADVANTAGE PROVIDE SCOPE FOR THE DEVELOPMENTOF ANY SIZABLE COMMERCIAL PROJECT INCLUDING VARIED PRODUCT MIX. 2. CREATION OF GOOD LIVEABLE PUBLIC SPACE ON THE SITE 3. CREATION OF URBAN LEVEL CONNECTIVITY,I.E CONNECTING EAST AND WEST SIDES OF THE STATION D. THREATS 1.DISTURBANCE IN CIRCULATION PATTERN MIGHT HINDER THE PROJECT

MULTIMODAL TRANSIT HUB AT SURAT

1. INITIAL STAGE PLACING AND ORIENTING BASIC TRANSIT HUB REQUIREMENTS 2. SECONDARY STAGE PLANNING UP WITH COMMERCIAL DEVELOPMENT WITH MMTH 3. INTERMEDIATE STAGE DEVELOPING THE SITE AS MMTH AS A WHOLE 4.FINAL STAGE MODIFYING THE SITE WRT TO THE FEASIBILITY AND COST CONSIDERATIONS SITE PLAN - ARRIVAL LEVEL - SCALE 1:750 CONCEPT SHEET01

PRATHAMESH B. PATIL DR.D.Y. PATIL SCHOOL OF ARCHITECTURE SUBJECT -DESIGN DISSERTATION- SEM 10 MULTIMODAL TRANSIT HUB AT SURAT SIGN PG NO SEAT NO - 13068 TOPICSECTION AA’ (SCALE 1:500) FRONT ELEVATION (SCALE -1:250) SIDE ELEVATION (SCALE 1:250) SECTION BB’ (SCALE 1:250) PLATFORM LEVEL PLAN - (SCALE 1:1000) ROOF LEVEL PLAN - (SCALE 1:1000) DEPARTURE LEVEL PLAN - (SCALE 1:1000) STAY/RETAIL LEVEL PLAN - (SCALE 1:1000) GUIDES 1.REQUIRED SUBWAYGRID OF MMTH 2.PLATFORM ZONING 3.OPEN SPACES ZONING 4.MMTH SURROUNDING ZONING RAILWAYS DESIGN02

PRATHAMESH B. PATIL DR.D.Y. PATIL SCHOOL OF ARCHITECTURE SUBJECT -DESIGN DISSERTATION- SEM 10 MULTIMODAL TRANSIT HUB AT SURAT SIGN PG NO SEAT NO - 13068 TOPIC-

SECTION

ISBTANDRAILWAYS 03 BASEMENT LEVEL 1 PLAN - (SCALE 1:1000) BASEMENT LEVEL 2,3 PLAN - (SCALE 1:1000)

AA’ (SCALE- 1:250)

PRATHAMESH B. PATIL DR.D.Y. PATIL SCHOOL OF ARCHITECTURE SUBJECT -DESIGN DISSERTATION- SEM 10

SIGN PG NO SEAT NO - 13068 TOPICGROUND FLOOR PLAN (SCALE -1:250 SECOND ZONE -16,18,19 FLOOR PLAN (SCALE -1:250 FIRST ZONE REFUGE FLOOR PLAN (SCALE -1:250 THIRD ZONE REFUGE FLOOR PLAN (SCALE -1:250 FIRST ZONE 1,2,3,4 FLOOR PLAN (SCALE -1:250 THIRD AND FOURTH ZONE 21,22,23,25,31,32,33,35 FLOOR PLAN (SCALE -1:250 SECOND ZONE REFUGE FLOOR PLAN (SCALE -1:250 SKY LOBBY 1-FLOOR PLAN (SCALE -1:250 FIRST ZONE 6,7,9 FLOOR PLAN (SCALE -1:250 THIRD AND FOURTH ZONE 26,28,29,36,38,39 FLOOR PLAN (SCALE -1:250 SECOND ZONE -REFUGE FLOOR PLAN (SCALE -1:250 SKY LOBBY FLOOR PLAN (SCALE -1:250 SECOND ZONE -11,12,13,15 FLOOR PLAN (SCALE -1:250 FIRST ZONE -REFUGE FLOOR PLAN (SCALE -1:250 THIRD ZONE -REFUGE FLOOR PLAN (SCALE -1:250 TERRACE FLOOR PLAN (SCALE -1:250 COMMERCIALTOWER 04

MULTIMODAL TRANSIT HUB AT SURAT

PRATHAMESH B. PATIL DR.D.Y. PATIL SCHOOL OF ARCHITECTURE SUBJECT -DESIGN DISSERTATION- SEM 10 MULTIMODAL TRANSIT HUB AT SURAT SIGN PG NO SEAT NO - 13068 TOPIC-COMMERCIAL SECTION05

PRATHAMESH B. PATIL DR.D.Y. PATIL SCHOOL OF ARCHITECTURE SUBJECT -DESIGN DISSERTATION- SEM 10

TRANSIT HUB AT SURAT SIGN PG NO SEAT NO - 13068 TOPICCOLUMN REINFORCEMENT BASE PLATE A A' B' B A A' B' PRIMARY TRUSS LVL 400 MM DIA PIPE A A' B' B SECONDARY TRUSS LVL 300 MM DIA PIPE BASE A A' PURLIN LVL 150 MM DIA PURLIN A A' B' SECTION AA' SECTION BB' 150 MM DIA PURLINS KALZIP ROOFING 300 MM DIA PIPE 0.6X0.7X0.02 M STEEL STIFFNER PLATE 400 MM DIA PIPE 0.8X0.4X0.02 M STEEL STIFFNER PLATE 40 MM DIA BOLTS 900X1500 MM STEEL BASE PLATE 40 MM DIA BOLTS 40 MM DIA REBARS 900X1500 MM RCC COLUMN 100 100 MM STIFFENER BOX 300X400X100 MM STIFFENER BOX 40 MM DIA REBARS 40 MM COVER 12 MM STRIRRUP AT 100 MM C/C 900X1500 MM RCC COLUMN 40 MM REBARS 40 MM DIA BOLTS 900X1500 MM STEEL BASE PLATE 0.6X0.7X0.02 M STEEL STIFFNER PLATE 40 MM DIA J BOLTS 0.8X0.4X0.02 M STEEL STIFFNER PLATE WELDING 0.6X0.7X0.02 M STEEL STIFFNER PLATE ROOF CLIP 20 MM THK 300X400X100 MM STEEL STIFFNER BOX 200X300X100 MM STIFFENER BOX F P P P P COLUMN STRIP LEGEND FLAT SLAB CANTILEVER BEAM MIDDLE STRP PRIMARY BEAM SECONDARY BEAM SUNK SLAB F P P P P ORIENTATION THE RAILWAY BUILDING HAS FIXED ORIENTATION SINCE THE TRACKS ARE ALONG NORTH AND SOUTH AXIS,THE STATION BUILDING AND THE COMERCIAL COMPLEX ABOVE ARE TO BE DESIGNED FACING EAST AND WEST FRONTS IN THIS THE ORIENTATION OR FORM OF THE COMERCIAL COMPLEX ARE TO BE PLAYED OF WITH. SHADING SHADING BEEN AN IMPORTANT ELEMENT FOR THIS CLIMATE ,THE STRUCTURE IS DESIGNED IN SELF SHADING ENEVELOPE SYSTEM THE HIGH RISE TOWER IS BEEN DESIGNED IN THE SHAPE. WHICH IF INCIDENT ONTO THE SUN, CAST DIRECT SHADOW ONTO THE BUILDINGS ITSELF THE CORE AND THE OFFICE SPACES ARE ENEVELOPED WITH GREEN TERRACES ON ALL SIDES WHICH CATERS FOR INDIRECT SUNLIGHT TOO AND PROVIDES SHADES FOR THE OFFICE SPACES INSIDE. 3.THESE PASSIVE DESIGN ELEMENTS ALSO REDUCE ONTO THE LOAD OF THE BUILDING BY INCREASING THE THERMAL MASS. REFLECTIONS USE OF LIGHT COLOUR REFLECTS LIGHT ,REDUCES HEAT AND IT ALSO PREVENTS VISUALLY UNAPPLEAING SETTLING OF DUST ON THE FACDE INSULATION 1.THE SOUTH SIDE OF THE ISBT BUIDING WAS A MAJOR HEAT GAINING SIDE.PROVISION OF MAJOR SERVICES TO PLANNED HERE THE FIXED WINDOWS ON ON THE FACADE HAD DOUBLE GALZING WINDOW SETUP WITH ARGON GAS FILLED IN BETWEEN. WHICH IMPROVES THERMAL RESISTIVITY ALSO AN OPTION TO BUILDING BEEN CLOSE TO RAILWAY STATION USE OF THESE GLASSES INTO INTERIOR AND EXTERIOR AS WELL ALSO HELP REDUCING NOISE POLLUTION. VENTILATION THE COMMERCIAL BUILDING,RAILWAYS AND ISBT WILL BE CENTRALLY VENTILATED.MEASURE TO REDUCE THE LOAD ON HAVC ARE TAKEN INTO CONSIDERATION. SEWAGE TREATMENT PLANT MBBR GRADE OF STP IS USED .THE PLANT PLACE AT THE LEFT FRONT OF THE SITE SINCE AN EXISTING DRAINAGE LINE PASSES THOUGH THE ROAD ENERGY GENERATION THE TERRACE FLOOR OF THE COMERCIAL BUILDING AREA AND THE OFFICE PLACE USED TO GENERATE ENERGY BY PLACING SOLAR PANNELS.WHICH ALSO REDUCES THE SOLAR HEAT FALLING ON THE ROOF ,CHINA TILES ON THE ROOF IS AN ADD ON RAIN WATER HARVESTING- THE ROOF OVER THE RAILWAY STATION ENCOMPASES HUGE AREA OF 600 M 60 M RAINWATER HARVESTED ON ROO THROUGH DRAIN PIPES AND USED FOR LANDSCAPE .THE GEOMETRY OF THE ROOF CRUCIAL IN THIS CASE HEAT ISLAND EFFECT - MINIMUM NUMBER OF ROADS AND MAXIMUM VEGITATION TOUCHING THE BUILDING IS PROVIIDED PERIPHERAL PATHWAY IS OF GREEN PAVERS OHT OHT ISBT TERRACE FLOOR LEVEL COMMERCIAL TOWER TERRACE FLOOR LEVEL RAILWAYS TERRACE FLOOR LEVEL WATER SUPPLY LEGEND PAINT WALL STEEL SECTION GRFC PANNEL PAINT ROOFING SHEET PURLINS SECONDARY TRUSS PRIMARY TRUSS WALL ASSEMBLY ROOF ASSEMBLY SERVICES- AHU, FIRE FIGHTING ,WATER SUPPLY AND SEWAGE. RAILWAYS FIRE FIGHTING LAYOUT RAILWAYS AHU LAYOUT WATER SUPPLY AND SEWAGE LAYOUT ROOFING LAYERING DETAIL RAILWAYS COLUMN BEAM LAYOUT ROOFING COLUMN TO ROOFING CONNECTION DEATIL WATER SUPPLY -OHT TO BUILDING LAYOUT COMMERCIAL TOWER STRUCTURAL SYSTEM LAYOUT COMMERCIAL TOWER STRUCTURAL SYSTEM LAYOUT ISBT AHU LAYOUT ISBT FIRE FIGHTING LAYOUT COMMERCIAL TOWER FIRE FIGHTING LAYOUT COMMERCIAL TOWER FIRE FIGHTING LAYOUT COMMERCIAL TOWER AHU LAYOUT COMMERCIAL TOWER AHU LAYOUT ABCM -ROOFING

STRATEGIES AND CALCULATION ARCHITECTURAL REPRESENTATION AND DEATILING 06

MULTIMODAL

EVS-