This document provides plan and profile drawings for the development and expansion of National Highway 31 (NH-31) from km 569.258 to km 581.030 in the districts of Darjeeling and Jalpaiguri in West Bengal, India. The project involves widening NH-31 to a 4/6 lane highway with service roads on both sides. The drawings show the existing conditions and proposed design of the road alignment, including chainage, ground levels, proposed road levels and structures along the 11.772 km stretch of highway.
The document discusses the sky bus transit system proposed by Konkani Railway Corporation. It is a suspended railway system that travels on concrete box rails supported by piers. Sky buses travel at speeds up to 160 kmph and feature air conditioning, audio/visual displays, and electronic ticketing. Stations are elevated 5-6 meters above ground level. The system offers a pollution-free, economical transit option for crowded cities and has safety measures like derailment arresters and coach airbags to prevent accidents. The sky bus technology provides a unique mass transit solution for urban transportation needs.
GSRTC is the state road transport corporation of Gujarat, India. It was established in 1960 with 7 divisions, 76 depots, and 1767 buses. Today it has expanded significantly to 16 divisions, 126 depots, over 8000 buses, and 50,000 employees. GSRTC has extensively implemented e-governance initiatives like electronic ticketing machines, SMS-based timetables, and online reservation systems. It has also rolled out integrated depot management systems, MPLS-VPN connectivity, RFID smart cards, and online fleet management and passenger information systems to improve operations and services. Going forward, GSRTC aims to further utilize IT and digital technologies to enhance efficiency, reduce costs, and compete effectively.
When evaluating mass transit options for Indian cities, metro rail systems are given preference over surface systems due to the belief that road-based bus systems cannot cater to the capacity requirement as much as metro systems can. In addition, metro rails are perceived to have higher levels of comfort, speed, and efficiency than bus systems.
The document discusses personal rapid transit systems (PRT), which use small automated electric pod cars to provide point-to-point public transportation. PRT systems allow non-stop travel between origin and destination stations on a network of narrow guideways. Existing PRT systems provide on-demand, congestion-free service 24/7 at airports and universities. Upcoming PRT projects are planned in India, South Korea, and other countries to help address increasing transportation demands and limited land/fuel resources.
Is there really a need for MTA to go digital? Do they have anything to be afraid of. We prove that it does. You can see that as a pitching, business propositions or even a bunch of cool ideas.
INTELLIGENT TRANSPORTATION SYSTEM(ITS) PRESENTATION Mr. Lucky
It is a brief presentation on the topic of INTELLIGENT TRANSPORTATION SYSTEM(ITS). This is made by final year students of civil branch pursuing their B.tech. from Abdul Kalam Technical University.
In this presentation we try to include the basic methodologies and emerged technologies now a days in transportation system, and also the new concepts of blind turn safety and Spikes on roads at Traffic Signals.
Indian Railways is one of the largest railway networks in the world, comprising over 115,000 km of track. The presentation discusses the components of railway tracks, including rails, sleepers, ballast, and sub-ballast. It also covers different types of gauges used in India and various structures like bridges, stations, tunnels, and culverts. Common defects in railway tracks like high joints, blowing joints, and heaved tracks are explained along with their causes such as overpacking of sleepers, sinking of sleepers, and poor drainage. The conclusion states that problems in construction and maintenance of various railway structures will be explored further in the next semester.
ROADS/PAVEMENT & TYPES OF ROAD BY ENGR SAAD ULLAH WECSAAD ULLAH
There are two main types of roads: flexible and rigid. Flexible roads have asphalt surfaces and are composed of several layers including the pavement, base, sub-base, and sub-grade. Rigid roads have concrete surfaces and also have multiple layers providing structural support. Both road types aim to distribute vehicle loads across layers while allowing for drainage. Proper construction and material selection influence how long roads last before needing repair or rehabilitation.
The document discusses the sky bus transit system proposed by Konkani Railway Corporation. It is a suspended railway system that travels on concrete box rails supported by piers. Sky buses travel at speeds up to 160 kmph and feature air conditioning, audio/visual displays, and electronic ticketing. Stations are elevated 5-6 meters above ground level. The system offers a pollution-free, economical transit option for crowded cities and has safety measures like derailment arresters and coach airbags to prevent accidents. The sky bus technology provides a unique mass transit solution for urban transportation needs.
GSRTC is the state road transport corporation of Gujarat, India. It was established in 1960 with 7 divisions, 76 depots, and 1767 buses. Today it has expanded significantly to 16 divisions, 126 depots, over 8000 buses, and 50,000 employees. GSRTC has extensively implemented e-governance initiatives like electronic ticketing machines, SMS-based timetables, and online reservation systems. It has also rolled out integrated depot management systems, MPLS-VPN connectivity, RFID smart cards, and online fleet management and passenger information systems to improve operations and services. Going forward, GSRTC aims to further utilize IT and digital technologies to enhance efficiency, reduce costs, and compete effectively.
When evaluating mass transit options for Indian cities, metro rail systems are given preference over surface systems due to the belief that road-based bus systems cannot cater to the capacity requirement as much as metro systems can. In addition, metro rails are perceived to have higher levels of comfort, speed, and efficiency than bus systems.
The document discusses personal rapid transit systems (PRT), which use small automated electric pod cars to provide point-to-point public transportation. PRT systems allow non-stop travel between origin and destination stations on a network of narrow guideways. Existing PRT systems provide on-demand, congestion-free service 24/7 at airports and universities. Upcoming PRT projects are planned in India, South Korea, and other countries to help address increasing transportation demands and limited land/fuel resources.
Is there really a need for MTA to go digital? Do they have anything to be afraid of. We prove that it does. You can see that as a pitching, business propositions or even a bunch of cool ideas.
INTELLIGENT TRANSPORTATION SYSTEM(ITS) PRESENTATION Mr. Lucky
It is a brief presentation on the topic of INTELLIGENT TRANSPORTATION SYSTEM(ITS). This is made by final year students of civil branch pursuing their B.tech. from Abdul Kalam Technical University.
In this presentation we try to include the basic methodologies and emerged technologies now a days in transportation system, and also the new concepts of blind turn safety and Spikes on roads at Traffic Signals.
Indian Railways is one of the largest railway networks in the world, comprising over 115,000 km of track. The presentation discusses the components of railway tracks, including rails, sleepers, ballast, and sub-ballast. It also covers different types of gauges used in India and various structures like bridges, stations, tunnels, and culverts. Common defects in railway tracks like high joints, blowing joints, and heaved tracks are explained along with their causes such as overpacking of sleepers, sinking of sleepers, and poor drainage. The conclusion states that problems in construction and maintenance of various railway structures will be explored further in the next semester.
ROADS/PAVEMENT & TYPES OF ROAD BY ENGR SAAD ULLAH WECSAAD ULLAH
There are two main types of roads: flexible and rigid. Flexible roads have asphalt surfaces and are composed of several layers including the pavement, base, sub-base, and sub-grade. Rigid roads have concrete surfaces and also have multiple layers providing structural support. Both road types aim to distribute vehicle loads across layers while allowing for drainage. Proper construction and material selection influence how long roads last before needing repair or rehabilitation.
Building infrastructure for_collaborative_fintech_3.0Samuel Olaegbe
BPC is a global fintech company that provides payments infrastructure and solutions to over 200 clients in 78 countries. Their flagship platform, SmartVista, offers digital banking, payments processing, fraud management, and other solutions powered by APIs, artificial intelligence, and open banking. Open banking is enabling new levels of collaboration in fintech by allowing customers to securely share their financial data with third parties to access improved services. BPC helps banks and other organizations implement open banking through their SmartVista API Banking platform, which includes tools for API management, workflows, consent management, and more.
The document discusses high speed rail systems. It defines high speed rail as trains that travel significantly faster than traditional rail, using specialized rolling stock and dedicated tracks. It notes that while definitions vary, trains over 250 km/h are widely considered high speed. The first high speed rail system began in Japan in 1964, known as the Shinkansen or bullet train. High speed rail has since been successful in several European countries as well.
NYC MTA Subway & Bus - Digital Marketing PlanTravis Leone
This is a digital marketing plan for New York City's MTA Subway and Buses I developed with a group in my NYU Integrated Marketing program.
Check out Elisa Tsang's profile at (http://www.slideshare.net/ElisaTsang). She was a member in the group.
Types of intersection of road and design parameters of road intersectionwaiseee
This document provides information about types of road intersections and design parameters. It discusses two main types of intersections: grade-separated intersections which use bridges or tunnels to separate opposing traffic, and at-grade intersections where traffic crosses at the same level. Several specific intersection designs are described such as diamond, cloverleaf, and roundabout. Key design parameters for pedestrians, bicyclists, vehicles, and traffic control are also outlined.
This is really a good topic for seminar.
in this some information may be old for you by the time you receive this topic but then too i have tried to put recent informations bout this topic.since monorail technology is developing so fast .this may be called as one of the burning topics in civil engineering
Bus Rapid Transit System (BRTS) - Case Studies in Indian Scenario Apparao Gandi
The document provides details about the Bus Rapid Transit System (BRTS) in Ahmedabad, India called Janmarg. It discusses:
1) Janmarg was implemented to address Ahmedabad's growing population and limited public transportation. Selected corridors covered 155 km and focused on high demand areas.
2) Citizen participation was encouraged through workshops, demonstrations of prototype stations, and a free trial period. Feedback was used to educate users and improve the system.
3) An evaluation found Janmarg was safer, faster and more reliable than previous bus services. It attracted some drivers to shift to public transit, though infrastructure for pedestrians and cyclists remained inadequate. Financial costs have been recovered through fares but maintenance costs remain an
This document provides details about the casting of precast concrete segments for a bridge construction project. It discusses two methods for casting the segments - the short line method and long line method. It also describes the design of the segments, including the reinforcement cages. The reinforcement cages are assembled using a reinforcement carrousel and then transferred to the concreting area using a monorail system. Once in place, the reinforcement cages are installed in the respective molds before concrete is poured.
Appraising kolkata metro rail project caseRahul Pagaria
The document discusses Kolkata Metro Railway Corporation's (KMRC) proposed East-West Metro Corridor (EWMC) project. It notes that critics argue the project will not provide gains and will remove existing competitive bus services running parallel to proposed metro routes. Supporters counter that the project will create an integrated rapid mass transportation system, facilitate land acquisition and project financing, and integrate eastern and western parts of the city. However, others argue the project will remove homes, shops, and employment and fail like the existing North-South metro corridor due to high fares and availability of cheaper substitutes. The document questions whether the state government would be justified in sponsoring and facilitating the EWMC project given its role in acquiring
This document provides an introduction and overview of a study on the satisfaction level of passengers of the Gujarat State Road Transport Corporation (GSRTC) bus service. It includes an acknowledgment, executive summary, and table of contents. The introduction discusses the importance of GSRTC in Gujarat and the objectives of analyzing customer satisfaction levels. The literature review covers past studies on transportation in India and abroad. The research methodology outlines the primary objective to study customer satisfaction levels on GSRTC services and secondary objectives related to performance, infrastructure problems, and growth prospects.
The document discusses Online Electric Vehicles (OLEV), which are powered through electromagnetic induction from electrical strips buried under roads, rather than through onboard batteries. Researchers from KAIST launched a public transport system using this technology in 2010. OLEV vehicles are equipped with regulators and inverters that are compatible with the 20kHz frequencies generated in the buried power strips to provide electricity for propulsion and battery charging. The technology offers advantages like lower operating costs than gas vehicles and zero tailpipe emissions, but implementing supporting infrastructure would be costly.
Customer Churn prediction in ECommerce Sector.pdfvirajkhot5
Retaining customers is a challenging issue that is encountering most of organizations, particularly businesses operating in e-commerce sector. According to Wu et al., (2017), it is much more difficult to retain the existing customers as compared to attract new ones because existing customers provides high value in ecommerce; however, to attract new customers, companies need to invest a lot of money for making them as loyal customers. This study will develop a prediction model for E-commerce sector to correlate the key attributes leading to churn.
This document provides an overview of monorails including the Mumbai monorail system. It discusses the history of monorails dating back to 1820, describes the different types of monorail designs, and outlines key details about the construction and operations of the Mumbai monorail including its inauguration in 2014 and future expansion plans.
This document discusses highway engineering and construction. It covers the classification of highways, materials used like asphalt and aggregates, machinery used for construction and maintenance like compactors and pavers, and rehabilitation methods like replacing damaged layers with thin hot or cold pavement layers. Highway engineering aims to provide efficient transportation routes, and involves building different road types to connect locations while using appropriate construction methods and machinery.
This document provides guidelines for using Fleet Productivity Optimization (FPO) software to analyze haul road cycle data from trucks. It discusses collecting representative data using TPMS or data loggers over complete haul cycles. Guidelines are provided for setting logging intervals and ensuring typical payload and cycle. Key features of the haul road are recorded including corners, grades, and rough sections. Composite pressure limits and indices for haul road condition, payload distribution, and overall mine severity are introduced to identify improvement opportunities.
Transport planning and Modeling by ephrem alemu.pptxEphremAlemu6
Transportation engineering is a type of civil engineering which focuses on the
infrastructure of transportation: all the elements which support the movement of goods
and people. Transportation engineers design runways, build bridges, layout roads and
plan docking facilities.
What is transportation?
Transportation is all about moving goods and people from one place to another
It is also Safe, efficient, reliable, and sustainable movement of persons and goods over
time and space
Mobility is a basic human need. From the times immemorial, everyone travels either for food or
leisure. A closely associated need is the transport of raw materials to a manufacturing unit or
finished goods for consumption. Transportation fulfils these basic needs of humanity.
Transportation plays a major role in the development of the human civilization. For instance, one
could easily observe the strong correlation between the evolution of human settlement and the
proximity of transport facilities. Also, there is a strong correlation between the quality of
transport facilities and standard of living, because of which society places a great expectation
from transportation facilities. In other words, the solution to transportation problems must be
analytically based, economically sound, socially credible, environmentally sensitive, and
practically acceptable and sustainable. Alternatively, the transportation solution should be safe,
rapid, comfortable, convenient, economical, and eco friendly for both men and mate.
The characteristics of transportation system that makes it diverse and complex are listed below:
1. Multi-modal: Covering all modes of transport; air, land, and sea for both passenger and freight.
2. Multi-sector: Encompassing the problems and viewpoints of government, private industry,
and public.
3. Multi-problem: Ranging across a spectrum of issues that includes national and international
policy, planning of regional system, the location and design of specific facilities, carrier
management issues, regulatory, institutional and financial policies
4. Multi-objective: Aiming at national and regional economic development, urban development,
environment quality, and social quality, as well as service to users and financial and
economic feasibility.
5. Multi-disciplinary: Drawing on the theories and methods of engineering, economics,
operations research, political science, psychology, other natural, and social sciences,
management and law.
The context in which transportation system is studied is also very diverse and are mentioned
below:
1. Planning range: Urban transportation planning, producing long range plans for 5-25 years for
multimodal transportation systems in urban areas as well as short range programs of action
for less than five years.
2. Passenger transport: Regional passenger transportation, dealing with inter-city passenger
transport by air, rail, and highway and possible with new modes.
3. Freight transport: Rou
Urban transportation system meaning ,travel demand functions with factors, design approaches & modeling , types of mass transit system with advantages -disadvantages or limitations , opportunities in mass transport , integrated approach for transit -transportation system
Modern means of transport have evolved significantly over the past centuries. Where people once walked or used bullock carts and horses, there are now many options for transport including bicycles, motor vehicles like cars and trucks, rail transport via trains, air transport using airplanes, and water transport via ships. Each mode of transport has advantages and disadvantages in terms of speed, capacity, costs, environmental impact, and safety. While modern transport has provided enormous benefits to economic development and quality of life, it also presents challenges like pollution, accidents, and risks that require ongoing research and improvements to maximize benefits and minimize harms.
Indian Railways Surveying (RECT, PECT and FLS)Saksham Bhutani
This document discusses types of surveys conducted for proposed railway projects in India. It begins by outlining the reasons new railway lines may be proposed, such as strategic needs, linking trade centers, or connecting ports to interior regions.
It then describes the three main types of surveys: RECT (Reconnaissance Engineering cum Traffic Survey) involves rough investigations to determine feasibility; PECT (Preliminary Engineering cum Traffic Survey) includes more detailed instrumental examination; and FLS (Final Location Survey) stakes out the final alignment.
The document provides guidelines for each type of survey, including aspects to study like soil conditions, hydraulic structures, electrical and telephone lines. It also discusses preparing survey reports, maps, estimates and recommendations to determine
The document describes Maureva's EDGAR suite of airline passenger revenue accounting solutions. The suite includes modules for passenger revenue accounting, business intelligence and reporting, fare auditing, online invoicing, e-ticket status updating, and miscellaneous billing. The solutions are designed to help airlines optimize revenues, improve controls and reduce costs through automation, customization and industry compliance. Maureva offers implementation, support and maintenance services to maximize benefits from its applications.
The document provides an executive summary of a detailed project report for the improvement of the Akhnoor-Poonch Road in Jammu and Kashmir, India. The Border Roads Organization has appointed a consultant to conduct a feasibility study and prepare the report to upgrade the existing road to a two-lane or four-lane configuration. The report will include design of the highway, pavement, bridges and structures, as well as cost estimates and economic analysis. The scope of work involves surveys, design, environmental assessment, cost estimation, and preparation of the feasibility and detailed project reports.
The document provides details of various road projects in Andhra Pradesh that have been inaugurated, are under construction, or will be awarded and completed in the current fiscal year 2020-2021. It lists projects by the National Highways Authority of India (NHAI) and the Ministry of Road Transport and Highways (MoRTH) with information on project length, cost, and status. A total of 1411 km of projects worth Rs. 15592 crore have been inaugurated, while 878 km of projects costing Rs. 7585 crore are under construction after foundation stone was laid. It is expected that 637 km of projects worth Rs. 8306 crore will be completed in the current fiscal
Building infrastructure for_collaborative_fintech_3.0Samuel Olaegbe
BPC is a global fintech company that provides payments infrastructure and solutions to over 200 clients in 78 countries. Their flagship platform, SmartVista, offers digital banking, payments processing, fraud management, and other solutions powered by APIs, artificial intelligence, and open banking. Open banking is enabling new levels of collaboration in fintech by allowing customers to securely share their financial data with third parties to access improved services. BPC helps banks and other organizations implement open banking through their SmartVista API Banking platform, which includes tools for API management, workflows, consent management, and more.
The document discusses high speed rail systems. It defines high speed rail as trains that travel significantly faster than traditional rail, using specialized rolling stock and dedicated tracks. It notes that while definitions vary, trains over 250 km/h are widely considered high speed. The first high speed rail system began in Japan in 1964, known as the Shinkansen or bullet train. High speed rail has since been successful in several European countries as well.
NYC MTA Subway & Bus - Digital Marketing PlanTravis Leone
This is a digital marketing plan for New York City's MTA Subway and Buses I developed with a group in my NYU Integrated Marketing program.
Check out Elisa Tsang's profile at (http://www.slideshare.net/ElisaTsang). She was a member in the group.
Types of intersection of road and design parameters of road intersectionwaiseee
This document provides information about types of road intersections and design parameters. It discusses two main types of intersections: grade-separated intersections which use bridges or tunnels to separate opposing traffic, and at-grade intersections where traffic crosses at the same level. Several specific intersection designs are described such as diamond, cloverleaf, and roundabout. Key design parameters for pedestrians, bicyclists, vehicles, and traffic control are also outlined.
This is really a good topic for seminar.
in this some information may be old for you by the time you receive this topic but then too i have tried to put recent informations bout this topic.since monorail technology is developing so fast .this may be called as one of the burning topics in civil engineering
Bus Rapid Transit System (BRTS) - Case Studies in Indian Scenario Apparao Gandi
The document provides details about the Bus Rapid Transit System (BRTS) in Ahmedabad, India called Janmarg. It discusses:
1) Janmarg was implemented to address Ahmedabad's growing population and limited public transportation. Selected corridors covered 155 km and focused on high demand areas.
2) Citizen participation was encouraged through workshops, demonstrations of prototype stations, and a free trial period. Feedback was used to educate users and improve the system.
3) An evaluation found Janmarg was safer, faster and more reliable than previous bus services. It attracted some drivers to shift to public transit, though infrastructure for pedestrians and cyclists remained inadequate. Financial costs have been recovered through fares but maintenance costs remain an
This document provides details about the casting of precast concrete segments for a bridge construction project. It discusses two methods for casting the segments - the short line method and long line method. It also describes the design of the segments, including the reinforcement cages. The reinforcement cages are assembled using a reinforcement carrousel and then transferred to the concreting area using a monorail system. Once in place, the reinforcement cages are installed in the respective molds before concrete is poured.
Appraising kolkata metro rail project caseRahul Pagaria
The document discusses Kolkata Metro Railway Corporation's (KMRC) proposed East-West Metro Corridor (EWMC) project. It notes that critics argue the project will not provide gains and will remove existing competitive bus services running parallel to proposed metro routes. Supporters counter that the project will create an integrated rapid mass transportation system, facilitate land acquisition and project financing, and integrate eastern and western parts of the city. However, others argue the project will remove homes, shops, and employment and fail like the existing North-South metro corridor due to high fares and availability of cheaper substitutes. The document questions whether the state government would be justified in sponsoring and facilitating the EWMC project given its role in acquiring
This document provides an introduction and overview of a study on the satisfaction level of passengers of the Gujarat State Road Transport Corporation (GSRTC) bus service. It includes an acknowledgment, executive summary, and table of contents. The introduction discusses the importance of GSRTC in Gujarat and the objectives of analyzing customer satisfaction levels. The literature review covers past studies on transportation in India and abroad. The research methodology outlines the primary objective to study customer satisfaction levels on GSRTC services and secondary objectives related to performance, infrastructure problems, and growth prospects.
The document discusses Online Electric Vehicles (OLEV), which are powered through electromagnetic induction from electrical strips buried under roads, rather than through onboard batteries. Researchers from KAIST launched a public transport system using this technology in 2010. OLEV vehicles are equipped with regulators and inverters that are compatible with the 20kHz frequencies generated in the buried power strips to provide electricity for propulsion and battery charging. The technology offers advantages like lower operating costs than gas vehicles and zero tailpipe emissions, but implementing supporting infrastructure would be costly.
Customer Churn prediction in ECommerce Sector.pdfvirajkhot5
Retaining customers is a challenging issue that is encountering most of organizations, particularly businesses operating in e-commerce sector. According to Wu et al., (2017), it is much more difficult to retain the existing customers as compared to attract new ones because existing customers provides high value in ecommerce; however, to attract new customers, companies need to invest a lot of money for making them as loyal customers. This study will develop a prediction model for E-commerce sector to correlate the key attributes leading to churn.
This document provides an overview of monorails including the Mumbai monorail system. It discusses the history of monorails dating back to 1820, describes the different types of monorail designs, and outlines key details about the construction and operations of the Mumbai monorail including its inauguration in 2014 and future expansion plans.
This document discusses highway engineering and construction. It covers the classification of highways, materials used like asphalt and aggregates, machinery used for construction and maintenance like compactors and pavers, and rehabilitation methods like replacing damaged layers with thin hot or cold pavement layers. Highway engineering aims to provide efficient transportation routes, and involves building different road types to connect locations while using appropriate construction methods and machinery.
This document provides guidelines for using Fleet Productivity Optimization (FPO) software to analyze haul road cycle data from trucks. It discusses collecting representative data using TPMS or data loggers over complete haul cycles. Guidelines are provided for setting logging intervals and ensuring typical payload and cycle. Key features of the haul road are recorded including corners, grades, and rough sections. Composite pressure limits and indices for haul road condition, payload distribution, and overall mine severity are introduced to identify improvement opportunities.
Transport planning and Modeling by ephrem alemu.pptxEphremAlemu6
Transportation engineering is a type of civil engineering which focuses on the
infrastructure of transportation: all the elements which support the movement of goods
and people. Transportation engineers design runways, build bridges, layout roads and
plan docking facilities.
What is transportation?
Transportation is all about moving goods and people from one place to another
It is also Safe, efficient, reliable, and sustainable movement of persons and goods over
time and space
Mobility is a basic human need. From the times immemorial, everyone travels either for food or
leisure. A closely associated need is the transport of raw materials to a manufacturing unit or
finished goods for consumption. Transportation fulfils these basic needs of humanity.
Transportation plays a major role in the development of the human civilization. For instance, one
could easily observe the strong correlation between the evolution of human settlement and the
proximity of transport facilities. Also, there is a strong correlation between the quality of
transport facilities and standard of living, because of which society places a great expectation
from transportation facilities. In other words, the solution to transportation problems must be
analytically based, economically sound, socially credible, environmentally sensitive, and
practically acceptable and sustainable. Alternatively, the transportation solution should be safe,
rapid, comfortable, convenient, economical, and eco friendly for both men and mate.
The characteristics of transportation system that makes it diverse and complex are listed below:
1. Multi-modal: Covering all modes of transport; air, land, and sea for both passenger and freight.
2. Multi-sector: Encompassing the problems and viewpoints of government, private industry,
and public.
3. Multi-problem: Ranging across a spectrum of issues that includes national and international
policy, planning of regional system, the location and design of specific facilities, carrier
management issues, regulatory, institutional and financial policies
4. Multi-objective: Aiming at national and regional economic development, urban development,
environment quality, and social quality, as well as service to users and financial and
economic feasibility.
5. Multi-disciplinary: Drawing on the theories and methods of engineering, economics,
operations research, political science, psychology, other natural, and social sciences,
management and law.
The context in which transportation system is studied is also very diverse and are mentioned
below:
1. Planning range: Urban transportation planning, producing long range plans for 5-25 years for
multimodal transportation systems in urban areas as well as short range programs of action
for less than five years.
2. Passenger transport: Regional passenger transportation, dealing with inter-city passenger
transport by air, rail, and highway and possible with new modes.
3. Freight transport: Rou
Urban transportation system meaning ,travel demand functions with factors, design approaches & modeling , types of mass transit system with advantages -disadvantages or limitations , opportunities in mass transport , integrated approach for transit -transportation system
Modern means of transport have evolved significantly over the past centuries. Where people once walked or used bullock carts and horses, there are now many options for transport including bicycles, motor vehicles like cars and trucks, rail transport via trains, air transport using airplanes, and water transport via ships. Each mode of transport has advantages and disadvantages in terms of speed, capacity, costs, environmental impact, and safety. While modern transport has provided enormous benefits to economic development and quality of life, it also presents challenges like pollution, accidents, and risks that require ongoing research and improvements to maximize benefits and minimize harms.
Indian Railways Surveying (RECT, PECT and FLS)Saksham Bhutani
This document discusses types of surveys conducted for proposed railway projects in India. It begins by outlining the reasons new railway lines may be proposed, such as strategic needs, linking trade centers, or connecting ports to interior regions.
It then describes the three main types of surveys: RECT (Reconnaissance Engineering cum Traffic Survey) involves rough investigations to determine feasibility; PECT (Preliminary Engineering cum Traffic Survey) includes more detailed instrumental examination; and FLS (Final Location Survey) stakes out the final alignment.
The document provides guidelines for each type of survey, including aspects to study like soil conditions, hydraulic structures, electrical and telephone lines. It also discusses preparing survey reports, maps, estimates and recommendations to determine
The document describes Maureva's EDGAR suite of airline passenger revenue accounting solutions. The suite includes modules for passenger revenue accounting, business intelligence and reporting, fare auditing, online invoicing, e-ticket status updating, and miscellaneous billing. The solutions are designed to help airlines optimize revenues, improve controls and reduce costs through automation, customization and industry compliance. Maureva offers implementation, support and maintenance services to maximize benefits from its applications.
The document provides an executive summary of a detailed project report for the improvement of the Akhnoor-Poonch Road in Jammu and Kashmir, India. The Border Roads Organization has appointed a consultant to conduct a feasibility study and prepare the report to upgrade the existing road to a two-lane or four-lane configuration. The report will include design of the highway, pavement, bridges and structures, as well as cost estimates and economic analysis. The scope of work involves surveys, design, environmental assessment, cost estimation, and preparation of the feasibility and detailed project reports.
The document provides details of various road projects in Andhra Pradesh that have been inaugurated, are under construction, or will be awarded and completed in the current fiscal year 2020-2021. It lists projects by the National Highways Authority of India (NHAI) and the Ministry of Road Transport and Highways (MoRTH) with information on project length, cost, and status. A total of 1411 km of projects worth Rs. 15592 crore have been inaugurated, while 878 km of projects costing Rs. 7585 crore are under construction after foundation stone was laid. It is expected that 637 km of projects worth Rs. 8306 crore will be completed in the current fiscal
Sujinlal A is applying for the position of Senior Surveyor with over 15 years of experience in surveying projects. He has worked on infrastructure projects like roads, bridges, airports and ports. His experience includes topographic surveys, setting coordinates, traversing, precision leveling and using survey instruments like total stations and GPS. He is seeking a suitable job that allows him to use his expertise in surveying.
The monthly progress report summarizes the progress of 6 road construction projects in Assam funded by the Asian Infrastructure Investment Bank. It provides details of total length, cost, construction period and milestones for each project. Physical progress is reported at 0.10% of the targeted work with financial progress at 0% as construction is yet to begin for most projects. Culvert construction has started for one project with 0.60% progress. Overall, construction is in the preliminary stage with no progress achieved for most items of work across the different projects during the reported month of October 2022.
This document provides information about Geo Designs & Research (P) Ltd, an engineering consultancy firm founded in 2007 and headquartered in Vadodara, Gujarat, India. It details the company's history, services, projects, and team. Some key points:
- The company was founded in 2007 and took over Geo Test House in 2014, a firm established in 1991 known for civil engineering work.
- Services include geotechnical investigation, structural design, material testing, project management, and more for various types of infrastructure projects.
- Notable past projects include bridges, flyovers, roads, rail lines across Gujarat and Rajasthan totaling over Rs. 5,796
The document discusses a project to construct an elevated road corridor from AIIMS to Digha in Patna, Bihar. Some key details:
- The 11.9km elevated corridor will help reduce traffic congestion and journey times between AIIMS and Digha.
- The project is being executed by Gammon India Ltd on an EPC basis for Bihar State Road Development Corporation.
- The alignment involves both elevated and at-grade sections. Major structures include bridges at Bailey Road and over the railway line.
- Project completion was originally scheduled for October 2016 but has been extended until August 2017 due to changes in scope.
This document provides information about preparing a detailed project report for upgrading an existing road in Madhya Pradesh to a two-lane or four-lane configuration with paved shoulders. Specifically:
- The project corridor is the Jirapur-Susner-MP-RJ Border Road (NH-752B), which is 41.24 km long and connects Jirapur town to the Madhya Pradesh-Rajasthan border.
- The document outlines existing features of the project corridor such as its terrain, land use, existing road conditions, junctions, bridges and culverts.
- Traffic projections show that the average daily traffic along the corridor is expected to grow significantly from 3,469 vehicles in
Pkg-1&2-Project Status on 31.01.2022 (To HO) (1).pptxVenkatesh Dontha
This document provides a status update on two highway projects in Andhra Pradesh:
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Critical issues include pending AE invoice payments, review of a project completion date, and awaiting design approvals
Improvement and Asphalting of State Highway and Major District Road of Koppal...IRJET Journal
This document summarizes a study on improving and asphalting sections of state highway SH-63 and major district road in Koppal District, Karnataka, India. Field studies were conducted to determine existing road conditions and traffic volumes. For the 8.1 km section of SH-63 from Mudhol to Hiremyageri, 4.6 km was proposed for reconstruction and 3.5 km for resurfacing. For the 7.75 km section of major district road from Mannapur to Kukanur, detailed designs and cost estimates were developed. The proposed improvements are needed due to deterioration of the existing pavement and increasing traffic from vehicles such as granite trucks and agricultural vehicles. The total estimated cost for improving both
This document is a project report on road modification survey and construction submitted by Mohammad Danish Anwar in partial fulfillment of a Bachelor of Technology degree. It discusses an industrial training placement with the PWD department where the trainee gained experience in road construction and survey tasks using an autolevel machine. The report provides details on road materials testing, construction methodology, types of pavement and coatings, and concludes the road work was successfully completed.
2.1 HIGHWAY TRANSPORTATION : HIGHWAY PLANNING AND DEVELOPMENT (TRE) 3150611 GTUVATSAL PATEL
Introduction: Highway planning and development in India, Classification of Rural and Urban roads, Highway alignment and surveys, Preparation of Detailed Project Report
The document is a detailed project report for the development of the Bharatpur-Deeg-Alwar road section of SH-14 in India. It includes a scope of work, key plan, villages along the route, features of the existing road, proposed typical cross-section, development work such as bypasses and toll plazas, traffic studies, civil and financial costs, and required approvals. The proposed project involves strengthening and widening the existing two-lane road to two lanes with a hard shoulder along the 91.6 km route.
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This document outlines design standards for a highway project. It discusses standards for road capacity, geometric design, intersections, bridges and culverts, pavements, and other road elements. The standards are sourced from Indian Road Congress codes and Ministry of Road Transport & Highways guidelines. Tables summarizing the adopted standards are presented for various elements, including minimum median widths, carriageway widths, shoulder widths, slopes, sight distances, and more. Pavement designs will follow IRC standards and consider a 20-year performance period. Bridge and culvert designs will be based on the latest IRC and IS codes.
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Introduction to Jio Cinema**:
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End-to-end pipeline agility - Berlin Buzzwords 2024Lars Albertsson
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A long time ago, we suffered at Spotify from fear of changing pipelines due to not knowing what the impact might be downstream. We made plans for a technical solution to test pipelines end-to-end to mitigate that fear, but the effort failed for cultural reasons. We eventually solved this challenge, but in a different context. In this presentation we will describe how we test full pipelines effectively by manipulating workflow orchestration, which enables us to make changes in pipelines without fear of breaking downstream.
Making schema changes that affect many jobs also involves a lot of toil and boilerplate. Using schema-on-read mitigates some of it, but has drawbacks since it makes it more difficult to detect errors early. We will describe how we have rejected this tradeoff by applying schema metaprogramming, eliminating boilerplate but keeping the protection of static typing, thereby further improving agility to quickly modify data pipelines without fear.
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1. PUBLIC WORKS (ROADS) DIRECTORATE, GOVERNMENT OF WEST BENGAL
(Ministry of Road Transport & Highways), Government of India
DEVELOPMENT TO 4/6-LANNING OF NH-31 (NEW NH-10) WITH BOTH SIDES SERVICE
ROADS FROM KM 569.258 TO KM 581.030 (END OF AH-02 ON NH-31 NEAR SHIVMANDIR
TO SEVOKE ARMY CANTONMENT) IN THE DISTRICTS OF DARJEELING AND
JALPAIGURI, WEST BENGAL ON EPC MODE
(Revised as per MoRT&H’s Office Memorandum No. RW/NH-2027/36/2019/WB/VIP/Zone-V, dated 22nd November, 2019w.r.t. the Minutes of Meeting held on 12.09.2019 at “Baithak” in Transport
Bhavan, New Delhi and subsequent observations from RO_Kolkata, MoRTH through letter Even No. NH- 12014/106/2021-RO-Kol Dated 05.01.2022)
PLAN & PROFILE DRAWING
(Appendix – B2)
MARCH, 2022
(Rev. 6)
2. ASIAN HIGHWAY
END OF THE PROJECT
CH : 581.030 KM
START OF PACKAGE-3
CH : 551.360 KM
START OF THE PROJECT
CH : 569.258 KM
END OF PACKAGE-3
CH : 563.260 KM
SEVOKE ARMY CANTONMENT
GHOSHPUKUR
Client: Project: Title:
FILE NAME:
SCALE:-
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: LBG/2004299/HW/GE/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S. 001
LOCATION MAP
LOCATION PLAN
LEGEND :-
WIDENING TO 4 LANE
(UNDER CONSTRUCTION)
WIDENING TO 4 LANE
(COMPLETED)
INSTANT PROPOSAL
WIDENING TO 4/6 LANE
3. GS
LEGEND
GE/LE/001
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
5. MATCH
LINE
570000
569500
569600
569700
569800
569900
R=∞
569400
56
93
00
RIVER
B
A
L
A
S
O
N
ST
AR
T
OF
TH
E
PR
OJ
EC
T
EXISTING BRIDGE
DOWN RAMP TO KHAPRAIL MORE
UP RAMP TO BALASON BRIDG
56
92
58
TO BE RECONSTRUCTED
022
CH:569+258 to CH:570+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
6. 5
7
0
3
0
0
M
A
T
C
H
L
I
N
E
5
7
0
0
0
0
R
=
∞
5
7
0
1
0
0
5
7
0
2
0
0
5
6
9
9
0
0
5
7
0
4
0
0
57
05
00
5
7
0
6
0
0
5
7
0
7
0
0
5
7
0
8
0
0
R
=
∞
R
=
∞
M
A
T
C
H
L
I
N
E
5
7
0
9
0
0
5
7
1
0
0
0
DOWN RAMP TO KHAPRAIL MORE
UP RAMP TO BALASON BRIDGE
023
CH:570+000 to CH:571+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
7. M
A
T
C
H
L
I
N
E
5
7
1
0
0
0
5
7
1
1
0
0
571
200
R
=∞
5
7
1
3
0
0
5
7
1
4
0
0
5
7
1
5
0
0
5
7
1
6
0
0
5
7
1
7
0
0
5
7
1
8
0
0
5
7
1
9
0
0
5
7
2
0
0
0
M
A
T
C
H
L
IN
E
024
CH:571+000 to CH:572+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
8. 5
7
2
6
0
0
57
25
00
5
7
2
4
0
0
5
7
2
0
0
0
R=
∞
M
A
T
C
H
L
IN
E
5
7
2
1
0
0
5
7
2
2
0
0
R=
∞
R=
∞
5
7
2
3
0
0
R
=
∞
5
7
2
7
0
0
R=∞
R=∞
MA
TC
H
LIN
E
5
7
2
8
0
0
5729
00
57
30
00
CH:572+000 to CH:573+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
9. 57
38
00
5
7
3
9
0
0
5
7
4
0
0
0
R=∞
M
A
T
C
H
L
I
N
E
5
7
3
0
0
0
573100
57
32
00
57
33
00
R=∞
R=
∞
R=
∞
5
7
3
4
0
0
5
7
3
5
0
0
5
7
3
6
0
0
57
37
00
M
A
T
C
H
L
I
N
E
M
A
T
C
H
L
I
N
E
BUS BAY
BUS BAY
STOP
STOP
ST
O
P
UP RAMP TO
CH:573+000 to CH:574+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
FRL - 2ND TIER
EX. GROUND LEVEL
10. 57
38
00
5
7
3
9
0
0
5
7
4
0
0
0
R
=∞
R
=∞
R=∞
M
A
T
C
H
L
IN
E
5
7
2
9
0
0
5
7
3
0
0
0
573100
57
32
00
57
33
00
R=∞
R=
∞
R=∞
57
34
00
5
7
3
5
0
0
5
7
3
6
0
0
57
37
00
R
=
∞
M
A
T
C
H
L
I
N
E
R
=
∞
5
7
4
1
0
0
5
7
4
2
0
0
M
A
T
C
H
L
I
N
E
BUS BAY
BUS BAY
STOP
STOP
ST
OP
DOWN RAMP TO SILIGURI UNDERPASS
UP RAMP TO CHAMPASARI VUP
CH:572+900 to CH:574+200
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
FRL - 3RD TIER
FRL - 2ND TIER
EX. GROUND LEVEL
VERTICAL PROFILE - 3RD TIER
11. R=
∞
5
7
4
5
0
0
R
=
∞
R
=
∞
574
600
5
7
4
7
0
0
5
7
4
8
0
0
5
7
4
9
0
0
5
7
5
0
0
0
M
A
T
C
H
L
I
N
E
5
7
4
0
0
0
5
7
4
4
0
0
R=
∞
M
A
T
C
H
L
IN
E
R=
∞
5
7
4
1
0
0
5
7
4
2
0
0
5
7
4
3
0
0
M
A
T
C
H
L
IN
E
DOWN RAMP TO SILIGURI UNDERPASS
UP RAMP TO CHAMPASARI VUP
CH:574+000 to CH:575+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
12. W
P
W
P
W
P
W
P
R=
∞
57
55
00
57
56
00
5
7
5
7
0
0
5
7
5
8
0
0
5
7
5
9
0
0
5
7
6
0
0
0
M
A
T
C
H
L
IN
E
R=
∞
R=
∞
5
7
5
0
0
0
5
7
5
1
0
0
5
7
5
2
0
0
5
7
5
3
0
0
MA
TC
H
LIN
E
EXISTING STRUCTURE
CH:575+000 to CH:576+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
13. 576000
576100
576200
576300
576400
576500
576600
576700
576800
57
69
00
5
7
7
0
0
0
MATCH
LINE
M
A
T
C
H
L
IN
E
START OF FLYOVER
R
=
∞
R
=
∞
R
=
∞
EXIT RAMP
022
CH:576+000 to CH:577+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
14. x
x
x
5
7
7
0
0
0
5
7
7
1
0
0
577200
577300
577400
577500
577600
577700
577800
577900
578000
M
A
T
C
H
L
I
N
E
MATCH
LINE
R=∞
R=∞
R=∞
R=
∞
R=
∞
R=∞
R=∞
023
CH:577+000 to CH:578+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
15. x
x
x
x
x
5
7
6
7
0
0
5
7
6
8
0
0
5
7
6
9
0
0
5
7
7
0
0
0
5
7
7
1
0
0
5
7
7
2
0
0
5
7
7
3
0
0
M
AT
CH
LI
NE
START OF FLYOVER
R
=
∞
R=∞
R=∞
R
=
∞
R
=
∞
R
=
∞
EXIT RAMP
023A
DETAIL PLAN AT CH:577+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
16. 578000
578100
578200
578300
578400
578500
578600
578700
578800
578900
579000
MATCH
LINE
MATCH
LINE
R=∞
R=∞
024
CH:578+000 to CH:579+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
17. HT
HT
HT
HT
579000
579100
579200
579300
579400
579500
579600
579700
579800
579900
58
00
00
MATCH
LINE
MA
TC
H
LIN
E
END OF FL
R=∞
R=∞
R=∞
025
CH:579+000 to CH:580+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
18. 5
8
0
0
0
0
580100
580200
580300
580400
580500
580600
580700
580800
580900
581000
M
A
T
C
H
LI
N
E
MATCH
LINE
END OF FLYOVER
R=∞
R=∞
R=∞
R=∞
R=∞
R=∞
R=∞
R=∞
R=∞
026
CH:580+000 to CH:581+000
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
19. 5
8
0
5
0
0
5
8
0
6
0
0
5
8
0
7
0
0
5
8
0
8
0
0
5
8
0
9
0
0
5
8
1
0
0
0
M
A
T
C
H
L
I
N
E
R
=
∞
R
=
∞
R
=
∞
R
=
∞
R
=
∞
R
=
∞
5
8
1
0
3
0
027
PLAN FROM CH:580+500 to CH:581+030
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
20. 57
71
00
57
70
00
RP7 RP6 RP5
R
P
4
R
P
3
R
P
2
R
P
1
R
A
1
Client: Project: Title:
RIVISION MKD
SCALE
DRG. No.: EXIT RAMP /2020/HW/PP/
PLAN AND PROFILE
SILIGURI
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
FOR EXIT RAMP AT BHAKTINAGAR MORE
CH. Km. 577+000
SILIGURI
SEVOKE
SEVOKE
P L A N
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
22. KMS
KMS
K
M
5
7
0
N
57030
0
M
A
T
C
H
L
IN
E
5
7
0
0
0
0
R=
∞
5
7
0
1
0
0
5
7
0
2
0
0
5
6
9
7
0
0
5
6
9
8
0
0
5
6
9
9
0
0
R
IV
E
R
B
A
L
A
S
O
N
5
7
0
4
0
0
5
7
0
5
0
0
5
7
0
6
0
0
5
7
0
7
0
0
EXISTING STRUCTURE
DOWN RAMP TO KHAPRAIL MORE
UP RAMP TO BALASON BRIDGE
001
CH:569+810 to CH:570+700
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
R
I
V
E
R
23. KMS
KMS
KM571
N
5
7
0
7
0
0
5
7
0
8
0
0
R
=
∞
R
=
∞
M
A
T
C
H
L
I
N
E
5
7
0
9
0
0
5
7
1
0
0
0
57
11
00
5
7
1
2
0
0
R
=
∞
5
7
1
3
0
0
5
7
1
4
0
0
5
7
1
5
0
0
5
7
1
6
0
0
5
7
1
7
0
0
5
7
1
8
0
0
002
CH:570+700 to CH:571+700
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
24. KMS
KMS
KMS
KM572
N
S
T
A
R
T
O
F
P
A
C
K
A
G
E
_
I
E
N
D
O
F
P
A
C
K
A
G
E
_
II
5
7
2
5
0
0
572
400
571700
571800
571900
572000
R=∞
MATCH
LINE
572100
572200
R=∞
R=∞
572300
003
CH:571+700 to CH:572+500
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
25. R=∞
572700
57
38
00
5
7
3
9
0
0
5
7
4
0
0
0
R
=∞
R
=∞
R=∞
M
A
T
C
H
L
IN
E
5
7
2
8
0
0
5
7
2
9
0
0
5
7
3
0
0
0
573100
57
32
00
57
33
00
R=∞
R=
∞
R=
∞
57
34
00
5
7
3
5
0
0
5
7
3
6
0
0
57
37
00
R
=
∞
M
A
T
C
H
L
I
N
E
R
=
∞
M
A
T
C
H
L
I
N
E
BUS BAY
BUS BAY
STOP
STOP
ST
OP
UP RAMP TO CHAMPASARI VUP
CH:572+500 to CH:574+100
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
FRL - 3RD TIER
FRL - 2ND TIER
EX. GROUND LEVEL
VERTICAL PROFILE - 3RD TIER
26. KM
S
N
K
M
5
7
5
R=
∞
5
7
4
4
0
0
5
7
4
5
0
0
R
=
∞
R
=
∞
R
=
∞
574
600
5
7
4
7
0
0
5
7
4
8
0
0
5
7
4
9
0
0
5
7
5
0
0
0
M
A
T
C
H
L
I
N
E
VUP
LVUP
020
CH:574+100 to CH:575+118
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (LEFT SIDE)
Side Slope/Cutting
PROPOSED SERVICE ROAD
LEVELS LEFT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD LEFT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
MAHANANDA
RIVER
27. KMS
KMS
KMS
Prokesh
Nagar
N
KM
576
R=
∞
57
55
00
57
56
00
5
7
5
7
0
0
5
7
5
8
0
0
5
7
5
9
0
0
5
7
6
0
0
0
M
A
T
C
H
L
IN
E
R=
∞
5
7
5
2
0
0
5
7
5
3
0
0
5
7
5
4
0
0
EXISTING STRUCTURE
LVUP
021
CH:575+330 to CH:576+000
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (LEFT SIDE)
Side Slope/Cutting
PROPOSED SERVICE ROAD
LEVELS LEFT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD LEFT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
M
A
H
A
N
A
N
D
A
R
I
V
E
R
28. Mohan Wiegh
Bridge
Office of the
Inspector
General of Police
S H N S HOSPITALITY
ENTERPRISE PVT. LTD
N
S H N S HOSPITALITY
ENTERPRISE PVT. LTD
576000
576100
576200
576300
576400
576500
576600
576700
576800
57
69
00
5
7
7
0
0
0
MATCH
LINE
M
A
T
C
H
L
IN
E
START OF FLYOVER
R
=
∞
R
=
∞
R
=
∞
EXIT RAMP
022
CH:576+000 to CH:577+000
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (LEFT SIDE)
Side Slope/Cutting
PROPOSED SERVICE ROAD
LEVELS LEFT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD LEFT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
29. N
5
7
7
1
0
0
577200
577300
577400
577500
577600
577700
577800
577900
578000
M
A
T
C
H
L
I
N
E
MATCH
LINE
R=∞
R=∞
R=∞
R=
∞
R=
∞
023
CH:577+000 to CH:578+000
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (LEFT SIDE)
Side Slope/Cutting
PROPOSED SERVICE ROAD
LEVELS LEFT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD LEFT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
30. KMS
N
KM
579
578000
578100
578200
578300
578400
578500
578600
578700
578800
578900
579000
MATCH
LINE
MATCH
LINE
R=∞
R=∞
024
CH:578+000 to CH:579+000
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (LEFT SIDE)
Side Slope/Cutting
PROPOSED SERVICE ROAD
LEVELS LEFT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD LEFT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
31. 579000
579100
579200
579300
579400
579500
579600
MATCH
LINE
R=∞
R=∞
025
CH:579+000 to CH:579+630
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (LEFT SIDE)
Side Slope/Cutting
PROPOSED SERVICE ROAD
LEVELS LEFT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD LEFT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
32. KMS
KMS
K
M
5
7
0
N
57
03
00
M
A
T
C
H
L
IN
E
5
7
0
0
0
0
R=
∞
5
7
0
1
0
0
5
7
0
2
0
0
5
6
9
7
0
0
5
6
9
8
0
0
5
6
9
9
0
0
R
IV
E
R
B
A
L
A
S
O
N
5
7
0
4
0
0
5
7
0
5
0
0
5
7
0
6
0
0
5
7
0
7
0
0
EXISTING STRUCTURE
DOWN RAMP TO KHAPRAIL MORE
UP RAMP TO BALASON BRIDGE
001
CH:569+810 to CH:570+700
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
R
I
V
E
R
33. KMS
KMS
KM571
N
5
7
0
7
0
0
5
7
0
8
0
0
R
=
∞
R
=
∞
M
A
T
C
H
L
I
N
E
5
7
0
9
0
0
5
7
1
0
0
0
57
11
00
5
7
1
2
0
0
R
=
∞
5
7
1
3
0
0
5
7
1
4
0
0
5
7
1
5
0
0
5
7
1
6
0
0
5
7
1
7
0
0
002
CH:570+700 to CH:571+700
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
34. VUP
KMS
KMS
KMS
KM572
N
S
T
A
R
T
O
F
P
A
C
K
A
G
E
_
I
E
N
D
O
F
P
A
C
K
A
G
E
_
II
5
7
2
5
0
0
572
400
571700
571800
571900
572000
R=∞
MATCH
LINE
572100
572200
R=∞
R=∞
572300
003
CH:571+700 to CH:572+500
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
35. R=∞
572700
57
38
00
5
7
3
9
0
0
5
7
4
0
0
0
R
=∞
R
=∞
R=∞
M
A
T
C
H
L
IN
E
5
7
2
8
0
0
5
7
2
9
0
0
5
7
3
0
0
0
573100
57
32
00
57
33
00
R=∞
R=
∞
R=
∞
57
34
00
5
7
3
5
0
0
5
7
3
6
0
0
57
37
00
R
=
∞
M
A
T
C
H
L
I
N
E
R
=
∞
M
A
T
C
H
L
I
N
E
BUS BAY
BUS BAY
STOP
STOP
ST
OP
UP RAMP TO CHAMPASARI VUP
CH:572+500 to CH:574+100
Client: Project: Title:
RIVISION MKD
SCALE
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode DRG. No.: PAKAGE_ I /2020/HW/PP/
PLAN AND PROFILE
GHOSHPUKUR SEVOKE
LEGEND
Prop. Carriageway
Edge
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be marged / taper
in road TCS in 1:20 as per
IRC SP:84-2014
GOVT. OF WEST BENGAL
Office of the Executive Engineer
NH Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan, Middle Block(8th.Floor)
11A, Mirza Galib Street
Kolkata - 700087
PROPOSED ROAD LEVELS
@ PROPOSED LEFT & RIGHT
ROAD MEDIAN EDGE
EXISTING GROUND LEVELS
@ PROPOSED ROAD C.L.
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
CAMBER/SUPERELEVATION
DATAM LINE
Major Contour
Minor Contour
Side Slope/Cutting
FRL - 3RD TIER
FRL - 2ND TIER
EX. GROUND LEVEL
VERTICAL PROFILE - 3RD TIER
36. VUP
LVUP
KM
S
N
K
M
5
7
5
R=
∞
5
7
4
4
0
0
5
7
4
5
0
0
R
=
∞
R
=
∞
R
=
∞
574
600
5
7
4
7
0
0
5
7
4
8
0
0
5
7
4
9
0
0
5
7
5
0
0
0
M
A
T
C
H
L
I
N
E
020
CH:574+100 to CH:575+090
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
PROPOSED SERVICE ROAD
LEVELS RIGHT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD RIGHT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
MAHANANDA
RIVER
37. KMS
KMS
KMS
Prokesh
Nagar
N
KM
576
R=
∞
57
55
00
57
56
00
5
7
5
7
0
0
5
7
5
8
0
0
5
7
5
9
0
0
5
7
6
0
0
0
M
A
T
C
H
L
IN
E
R=
∞
5
7
5
2
0
0
5
7
5
3
0
0
5
7
5
4
0
0
EXISTING STRUCTURE
LVUP
021
CH:575+330 to CH:576+000
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
PROPOSED SERVICE ROAD
LEVELS RIGHT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD RIGHT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
M
A
H
A
N
A
N
D
A
R
I
V
E
R
38. Mohan Wiegh
Bridge
Office of the
Inspector
General of Police
S H N S HOSPITALITY
ENTERPRISE PVT. LTD
N
S H N S HOSPITALITY
ENTERPRISE PVT. LTD
576000
576100
576200
576300
576400
576500
576600
576700
576800
57
69
00
5
7
7
0
0
0
MATCH
LINE
M
A
T
C
H
L
IN
E
START OF FLYOVER
R
=
∞
R
=
∞
R
=
∞
EXIT
RAMP
022
CH:576+000 to CH:577+000
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
PROPOSED SERVICE ROAD
LEVELS RIGHT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD RIGHT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
39. N
5
7
7
0
0
0
5
7
7
1
0
0
577200
577300
577400
577500
577600
577700
577800
577900
M
A
T
C
H
L
I
N
E
START OF FLYOVER
R=∞
R=∞
R=∞
R=
∞
R=
∞
R=∞
R=∞
023
CH:577+000 to CH:578+000
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
PROPOSED SERVICE ROAD
LEVELS RIGHT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD RIGHT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
40. KMS
N
KM
579
578000
578100
578200
578300
578400
578500
578600
578700
578800
578900
579000
MATCH
LINE
MATCH
LINE
R=∞
R=∞
024
CH:578+000 to CH:579+000
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
PROPOSED SERVICE ROAD
LEVELS RIGHT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD RIGHT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
41. KMS
N
KM
579
579000
579100
579200
579300
579400
579500
579600
579700
MATCH
LINE
R=∞
R=∞
N
025
CH:579+000 to CH:579+662
Client: Project: Title:
FILE NAME:
SCALE
DRG. No.: LBG/2004299/HW/SR/PP/
GHOSHPUKUR SEVOKE
PROPOSED SERVICE ROAD
LEVELS RIGHT SIDE
EXISTING GROUND LEVELS
SERVICE ROAD RIGHT SIDE
DESIGN CHAINAGE
HORIZONTAL SCHEMATIC
VERTICAL SCHEMATIC
LEGEND
FOR PLAN
Existing Road
Prop. Shoulder
(Paved/Granular)
Existing Row
Proposed Row
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
FOR PROFILE
Proposed LME
/ RME edge level
Existing Ground
Levels
Pipe Culvert
Slab/Box Culvert
Major/Minor
Bridge
LME - Left Median Edge
RME - Right Median Edge
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
PLAN AND PROFILE
SERVICE ROAD (RIGHT SIDE)
Side Slope/Cutting
DATAM LINE
Major Contour
Minor Contour
* Major / Minor Bridges cross
sectional dimension shall
be as per structural GAD's
and shall be merged / taper
in road TCS in 1:20 as per
IRC:SP:84-2014
NOTE-
The Entry & Exit of Main
Carriageway & S/R shall be
Merged as per site
Requirement .
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
42. e = 0.0%
e = -2.5%
max
e
max
e
e = 0.0%
e = -2.5%
+
-
Notes: -
1. Rf =Ls x2.5 / max
MEDIAN 4.50m
CARRIAGEWAY+PS
0
.0
%
2.5
%
e
max
3
.
0
%
m
a
x
E
n
d
o
f
C
ir
c
u
la
r
C
u
r
v
e
(
E
C
)
e
3.0
%
B
e
g
in
in
g
o
f
C
ir
c
u
la
r
C
u
r
v
e
(
B
C
)
B
e
g
in
in
g
o
f
S
p
ir
a
l
(
B
S
)
E
n
d
o
f
S
p
ir
a
l
(
E
S
)
EARTHEN SHOULDER
HIP
2
.
0
m
CARRIAGEWAY+PS
3
.
0
%
3
.0
%
2.5
%
8
.
7
5
m
8
.
7
5
m
2.
5%
2.5
%
EARTHEN SHOULDER
3
.
0
%
3
.
0
%
3
.0
%
e
max
2
.
5
%
m
a
x
e
2
.
5
%
2
.
5
%
3.0%
3
.0
%
3
.
0
%
0
.
0
%
2
.
5
%
3
.0
%
3
.
0
%
3
.0
%
3
.
0
%
2
.
5
%
2.5
%
(e+
0.5
%)
(
e
+
0
.
5
%
)
e
ELEVATION
PLAN
TYPICAL ARRANGEMENT FOR ATTAINING OF
SUPERELEVATION FOR 4-LANE ROAD
SUPERELEVATION
RUNOFF (Rf) TRANSITION CURVE (Ls) CIRCULAR CURVE (Lc) TRANSITION CURVE (Ls)
SUPERELEVATION
RUNOFF (Rf)
CENTER LINE
EDGE OF RIGHT CARRIAGEWAY
EDGE OF LEFT CARRIAGEWAY
2. Maximum Superelevation( max) =V²/ (225xR) Limited To 7%
e
4
.
5
0
m
TYPICAL SUPERELEVATION DETAILS
SED/001
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
43. Layout for Cross Road Intersection
(With Right Turn Protected Arangement)
S T O P
S
T
O
P
JN/001
Layout for Cross Road Intersection
(With Right Turn Protected Arangement)
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
44. Layout for T-Intersection
(With Right Turn Protected Arangement)
JN/002
Layout for T-Intersection
(With Right Turn Protected Arangement)
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
45. Left-in/Left Out Arrangement
JN/003
Left-in/ Left Out Arrangement
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
46. STOP
STOP
S T O P
TYPICAL DESIGN OF Y-INTERSECTION
4-Lane NH with ODR/VR
(with Median Opening & with Taper)
JN/004
Y-INTERSECTION 4-Lane NH with ODR/VR
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
47. 5 0
5 0
COMPULSORY CONTROL and OTHER SIGNS
CAUTIONARY ROAD SIGN
500m
FACILITY INFORMATION SIGNS
INFORMATION SIGNS
DETAILS OF TRAFFIC SIGN
TS/003
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
Note:
All signs are refer as per IRC:67-2012
48. 1. DRAWING IS NOT TO SCALE.
2. ALL DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED .
3. FOR FURTHER DETAILS OF ROAD SIGNS REFER IRC CODE: IRC:67-2012.
4. THE SIZE OF SIGN BOARD SHALL DEPEND ON THE MESSAGE & SIZE OF LETTERS.
5. OBJECT MARKS SHOULD BE LOCATED PERIPHERY OF ROTARY ISLANDS,
TRAFFIC ISLANDS & MEDIAN OPENING AT POINT WHERE TRAFFIC DIVIDE INTO
DIFFERENT DIRECTION AND STREET DEAD ENDS.
2100
600
425
600
900
600
800
400
400
2100
600
548
26
26
228 251
21
900
820
40
40
343 376
31
400 300 450 300
100
400 300 450 300 450 300
100
1
0
0
300
900
1
0
0
300
900
450
225
200
200
200
75
500 750
900
2300
600
1550
600
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
DETAILS OF ROADWAY INDICATOR
TS/004
49. TAPER
TYPICAL ISLAND DETAILS
TYPICAL LAYOUT OF ROAD MARKINGS
FOR FOUR LANE
NOTE: Road markings shall be done according to IRC:35
ARROW MARKING FOR ROUTE DIRECTION FOR
DESIGN SPEED UPTO 50 KM/HOUR
ARROW MARKING FOR ROUTE DIRECTION FOR DESIGN SPEED
MORE THAN 50 KM/ HOUR
STOP
STOP LINES
GIVEWAY LINES
DETAIL OF PEDESTRIAN CROSSING
MARKING
KERB MARKING
DIAGONAL MARKING IN
ADVANCE OF DIRECTIONAL
ASLAND
DETAILS OF DIAGONAL
MARKING
DETAILS OF CHEVRON
MARKING
LARGE SIZE ISLAND
0.3m
Details of Giveway Marking
0.2m
LANE MARKING ON CURVE
LANE MARKING ON STRAIGHT
MEDIAN OPENING
Continuous 'No Overtaking' Center Line
3.0
6.0
TYPICAL DETAIL OF ROAD MARKING
PM/005
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
50. SECTION A-A
PLAN
PLAN OF DISSIPATION BASIN
SECTION B-B
DRAINAGE ARRANGEMENT ON
SUPERELEVATED STRETCHES
TYPICAL C/S OF COVER DRAIN
SS/006
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
DRAINAGE ARRANGEMENT ON
SUPERELEVATED STRETCHES
51. NOTE:
1. All dimensions are in millimetres.
2. All kerbs and edgings to be laid to
a smooth line and level.
MEDIAN KERB (TYPE-1) MEDIAN KERB (TYPE-2)
TYPICAL KERB CHANNEL (TYPE-1) TYPICAL KERB CHANNEL (TYPE-2)
KSD/007
TYPICAL KERB STONE DETAILS
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
52. TYPE DESIGN FOR GUARD POST
PLAN
ELEVATION
ELEVATION
500
200
150
500
200
650
200
150
400
150
150
85
150
400
650
GUARD POST WILL BE PROVIDED AS PER SITE REQUIREMENT IF REQUIRED.
NOTE :
2
GL
GL
GL GL
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
KMS/008
TYPICAL KM STONE DETAILS
53. GUARD RAIL REFLECTOR
GUARD RAIL REFLECTOR WILL BE BOLTED
REPLACING SPLICE WASHER EVERY
10 POSTS INTERVAL
TYPICAL CRASH BARRIER DETAILS
CBD/009
(SINGLE FACE)
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
Note:
1. All dimension are in millimeter unless
otherwise mansions.
2. Ordinary KIlometer stone as per IRCSP:
84-2014
54. NOTES :-
MEDIAN OPENING DETAILS
TYPICAL MEDIAN OPENING DETAILS
MOD/010
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode
55. 15.0
40.00
80.00
RAMP
15.00
7.5
CARRIGEWAY
BUS BAY
LAYOUT PLAN OF BUS BAY
BUS
PEDESTRIAN
CROSSING
PAVEMENT MARKING AS PER IRC:80
(10cm Wide White Dotted Lines
60cm Long at 60cm Intervals)
PASSENGER SHELTER
PEDESTRIAN
GUARD RAIL
CARRIGEWAY
ISLAND(PAVED)
9.0m
9.0m
20.00 10.00
RAISED FOOTPATH
1.5
4.50
4.5m MEDIAN
4.50
2.0m EARTHEN SHOULDER
2.0m EARTHEN SHOULDER
2.0m EARTHEN SHOULDER
2.0m EARTHEN SHOULDER
2.0
2.0
15.00
2.5
EARTHEN FLUSH SHOULDER
20 m Guard Rail
20 m Guard Rail
9.0m
9.0m
9.0m
9.0m
BUS BAY
BUB/012
1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE STATED.
2. ALL PAVEMENT MARKING ARE AS PER IRC:80-1981
Client: Project: Title:
FILE NAME:
SCALE:-
DRG. No.: LBG/2004299/HW/SD/
Office of the Executive Engineer National
Highway Planning & Design Division-I
Public Works (Roads) Directorate
Khadya Bhavan Middle Block
8th Floor, 11A, Mirza Galib Street
Kolkata - 700087
N.T.S.
Development to 4/6-lanning of NH-31 (New NH-10) with both
sides service roads from km 569.258 to km 581.030 (End of
AH-02 on NH-31 near Shivmandir to Sevoke Army
Cantonment) in the districts of Darjeeling and Jalpaiguri,
West Bengal on EPC Mode