This document provides an existing building conditions survey of Package 27 for a concept design project in Doha, Qatar. The survey assessed building conditions in the high level design areas and was conducted through visual exterior assessments. Photo documentation was also collected. The survey findings were translated into graphic formats depicting building condition ratings and existing land uses. Several buildings were identified as being in poor condition and recommended for demolition to allow for roadway improvements and land acquisition needs. Conflicting land uses between commercial and residential properties were also noted. The survey will inform concept design options and strategic land acquisition approaches.
A report format presentation of earthquake-resistance construction techniques, stressing upon the relevance of such techniques in the architecture industry.
Taipei 101 is a 508-meter tall skyscraper in Taipei, Taiwan. It was the tallest building in the world from 2004 to 2010. The tower has 101 floors above ground and 5 floors underground. It was designed to withstand typhoons and earthquakes common in the area. The building uses a tube-in-tube structural system with a reinforced concrete core and steel perimeter columns. Outrigger trusses connect the core columns to the perimeter columns every eight floors to provide increased stability and resistance to strong winds.
The document discusses various common defects seen in building construction such as cracks within structures, dampness defects, and poor workmanship. It provides 11 examples of cracking within structures like diagonal cracks in brick walls, horizontal cracks in mortar joints, random cracks in flooring, and cracks at joints between concrete and masonry. It also discusses 4 cases of dampness defects including dampness in ceilings from roof leaks and seepage in walls. Finally, it briefly mentions one example of poor workmanship - cracks in brickwork due to lack of proper tying-in. The document provides detailed causes and remedies for each of the discussed construction defects.
Retrofitting case study of RCC structureManish Sharma
This document discusses several case studies of seismic retrofitting techniques used to improve the performance of vulnerable or earthquake damaged reinforced concrete buildings. It describes the features and damage observed in five buildings from earthquakes in Mexico and Turkey. For each building, it outlines the retrofitting techniques employed such as adding concrete shear walls, bracing, jacketing of columns and beams, and infilling frame bays with shear walls. The expected performance of the retrofitted buildings, based on analytical modeling, was improved seismic resistance and reduced vibration periods.
This document provides an overview of high-rise buildings including:
- Definitions of high-rise from various organizations ranging from 10+ stories to buildings over 100 meters tall.
- The structural systems commonly used in high-rise construction including rigid frames, shear walls, outriggers, tube systems, and diagrids.
- Core designs with details on central, split, and other core types.
- Electrical, mechanical and fire protection facilities required for high-rises such as sprinkler systems, standpipes, signage, and more.
- Parking configurations including single way, 45 degree, and perpendicular parking options.
The document provides an overview of design considerations and strategies for high-rise residential buildings in Tamil Nadu, India. It defines a high-rise building as having six or more storeys and discusses their advantages like efficient use of land and housing density. Key factors addressed include achieving structural strength and stability, efficiency in design, construction and use of materials/energy, and ensuring occupant safety, comfort and universal accessibility. The document also outlines architectural, structural and technical criteria to be addressed in high-rise design.
Earthquake and effect in building types precaution Aditya Sanyal
The document discusses earthquake resistant buildings. It begins by explaining the causes of earthquakes and how seismic waves travel and are measured. It then discusses plate tectonics theory and the different types of faults that cause earthquakes. The key aspects for earthquake resistant design are discussed - allowing structures to deform without collapsing through ductility and following seismic building codes. Masonry structures need horizontal bands and vertical reinforcement to perform well during quakes. Diaphragms and shear walls are the main lateral load resisting systems to transfer seismic forces safely to the ground.
Design, Structure, Construction and Analysis of Burj Al Arab, DubaiAr. Md Shahroz Alam
The Burj Al Arab hotel in Dubai is shaped like a sailboat to resemble shipping history. Built on an artificial island, it was the tallest hotel in the world at completion in 1999. The architecture firm designed the hotel to have an exoskeleton frame with bracing and a central spine to transfer lateral loads and resist forces. An atrium is enclosed by a teflon-coated fiberglass membrane on arched trusses.
A report format presentation of earthquake-resistance construction techniques, stressing upon the relevance of such techniques in the architecture industry.
Taipei 101 is a 508-meter tall skyscraper in Taipei, Taiwan. It was the tallest building in the world from 2004 to 2010. The tower has 101 floors above ground and 5 floors underground. It was designed to withstand typhoons and earthquakes common in the area. The building uses a tube-in-tube structural system with a reinforced concrete core and steel perimeter columns. Outrigger trusses connect the core columns to the perimeter columns every eight floors to provide increased stability and resistance to strong winds.
The document discusses various common defects seen in building construction such as cracks within structures, dampness defects, and poor workmanship. It provides 11 examples of cracking within structures like diagonal cracks in brick walls, horizontal cracks in mortar joints, random cracks in flooring, and cracks at joints between concrete and masonry. It also discusses 4 cases of dampness defects including dampness in ceilings from roof leaks and seepage in walls. Finally, it briefly mentions one example of poor workmanship - cracks in brickwork due to lack of proper tying-in. The document provides detailed causes and remedies for each of the discussed construction defects.
Retrofitting case study of RCC structureManish Sharma
This document discusses several case studies of seismic retrofitting techniques used to improve the performance of vulnerable or earthquake damaged reinforced concrete buildings. It describes the features and damage observed in five buildings from earthquakes in Mexico and Turkey. For each building, it outlines the retrofitting techniques employed such as adding concrete shear walls, bracing, jacketing of columns and beams, and infilling frame bays with shear walls. The expected performance of the retrofitted buildings, based on analytical modeling, was improved seismic resistance and reduced vibration periods.
This document provides an overview of high-rise buildings including:
- Definitions of high-rise from various organizations ranging from 10+ stories to buildings over 100 meters tall.
- The structural systems commonly used in high-rise construction including rigid frames, shear walls, outriggers, tube systems, and diagrids.
- Core designs with details on central, split, and other core types.
- Electrical, mechanical and fire protection facilities required for high-rises such as sprinkler systems, standpipes, signage, and more.
- Parking configurations including single way, 45 degree, and perpendicular parking options.
The document provides an overview of design considerations and strategies for high-rise residential buildings in Tamil Nadu, India. It defines a high-rise building as having six or more storeys and discusses their advantages like efficient use of land and housing density. Key factors addressed include achieving structural strength and stability, efficiency in design, construction and use of materials/energy, and ensuring occupant safety, comfort and universal accessibility. The document also outlines architectural, structural and technical criteria to be addressed in high-rise design.
Earthquake and effect in building types precaution Aditya Sanyal
The document discusses earthquake resistant buildings. It begins by explaining the causes of earthquakes and how seismic waves travel and are measured. It then discusses plate tectonics theory and the different types of faults that cause earthquakes. The key aspects for earthquake resistant design are discussed - allowing structures to deform without collapsing through ductility and following seismic building codes. Masonry structures need horizontal bands and vertical reinforcement to perform well during quakes. Diaphragms and shear walls are the main lateral load resisting systems to transfer seismic forces safely to the ground.
Design, Structure, Construction and Analysis of Burj Al Arab, DubaiAr. Md Shahroz Alam
The Burj Al Arab hotel in Dubai is shaped like a sailboat to resemble shipping history. Built on an artificial island, it was the tallest hotel in the world at completion in 1999. The architecture firm designed the hotel to have an exoskeleton frame with bracing and a central spine to transfer lateral loads and resist forces. An atrium is enclosed by a teflon-coated fiberglass membrane on arched trusses.
Valuation is determining the fair price or value of a property like buildings, land, etc. It considers factors like construction cost, age, maintenance, location, and income generated. Common valuation methods are rental method, comparing recent sale prices, and depreciation method. Rent is usually fixed as a percentage of valuation, with allowances for expenses like repairs, taxes, and management costs. Depreciation and obsolescence reduce value over time. Various terms related to valuation are defined, like gross income, net income, salvage value, sinking fund, and years purchase.
The document discusses various types of construction defects such as cracks within structures and dampness defects. It provides 11 examples of cracking problems within structures like diagonal cracks in brick walls, horizontal cracks in mortar joints, random cracks in flooring, and cracks at joints between concrete and masonry. Each problem is described in terms of its causes and recommended remedies. It also discusses one example of a dampness problem involving dampness in ceilings below roof slabs, terraces or balconies and lists 6 potential causes such as improper roof slopes, choked rainwater pipes, lack of waterproofing of overhead tanks, and improper waterproofing treatment.
This document discusses several common types of building defects, including cracks in walls, peeling paint, dampness, and timber decay. It describes the causes, symptoms, and categories of each defect. Cracks in walls can be caused by settling, movement, or changes in temperature/moisture. Peeling paint results from improper surface preparation or moisture issues. Dampness occurs from sources like rain, condensation, rising groundwater, or leaks. Timber decay is caused by biological factors like fungi or insects attacking wood. The document provides details on evaluating and classifying the severity of wall cracks, as well as visual examples of several defect types.
Precast technology was used to construct a 24-story residential building in Mumbai's seismic zone 3 in record time. Standardized precast concrete elements like walls, slabs, and stairs were cast in a factory and assembled on site with joints. The use of precast construction led to increased productivity, speed of construction, quality control, worker safety, and reduced environmental impact compared to traditional construction. This project demonstrated the technical and economic feasibility of using precast technology for high-rise construction in India.
The document discusses common defects found in buildings such as cracks and dampness. It categorizes defects into pre-construction, during construction, and post-construction. Cracks can be structural or non-structural, and are caused by factors like drying shrinkage, thermal movement, elastic deformation, creep, chemical reactions, and foundation issues. Dampness is usually due to penetrating damp from gaps or rising damp without a proper damp proof course. Preventive measures include proper design, materials, construction practices, and addressing the root causes of defects.
The Building Bye-laws are defined as the standards & specifications designed to grant minimum safeguards to the workers during construction, to the health & comfort of the users & to provide enough safety to the public in general.
Building bye laws regulate development to curb haphazard growth and pollution. They require open spaces around buildings for lighting, ventilation and future expansion. Residential buildings must have front, rear and side open spaces depending on height. Parking spaces must be provided based on building use. Bye laws specify room sizes and require lighting, ventilation, drainage and sanitation systems. Green buildings aim to reduce environmental impacts through efficient resource use and waste management.
This document discusses failures in masonry structures and provides details on planning considerations, construction aspects, and seismic resistance of unreinforced masonry (URM) structures. It covers topics such as types of masonry materials, connections needed between building elements like roofs, walls and floors, and the effects of different types of loading on URM structures. Construction aspects that can improve seismic resistance are also outlined, such as integrating box action of walls and including reinforcement at wall corners and openings.
This document discusses building failures and their causes through case studies. It defines structural failure as when a building loses its ability to perform its intended design function. Failures can be physical (structural) or performance related. Causes of failure include improper design, use of substandard materials, manufacturing errors, corrosion, and instability from repeated stresses. Most failures are due to human factors like poor workmanship or design, though natural causes like heavy rain are also discussed. Specific case studies from Mumbai describe collapses due to weak columns, removal of support pillars, and decay from lack of maintenance exacerbated by rain. General precautions to prevent failure involve proper design, construction pacing, and avoiding corrosion or moisture intrusion.
Lotus temple case study by Anjali SethiyaAnjaliSethiya
The document provides details about the Lotus Temple located in New Delhi, India. It includes an introduction to the temple and its notable flower-like shape. The document then discusses the architectural details, including its nine-sided circular structure made of marble, and the complex ribbed interior dome design. It also summarizes the structural system used to support the temple, which relies on nine arches that spread out around the central hall to bear the load of the superstructure.
The document discusses precast concrete construction. Some key points:
- Precast concrete components are cast off-site in a controlled environment and transported to the construction site for assembly. This allows for standardized, mass produced elements.
- Large precast concrete panels form the walls and floors, connecting vertically and horizontally. When joined, they form a rigid box structure that transfers lateral loads.
- Connections between precast elements can be either dry joints using bolts/welds, or monolithic placement with concrete poured to join components.
Principles of Earthquake resistant design of StructuresTarun kumar
This document discusses principles of earthquake-resistant building design and structural vibration control technologies. It explains that earthquake-resistant structures are designed to withstand expected earthquakes while minimizing loss of life and damage. This is achieved through methods ranging from ensuring adequate structural strength and ductility to using base isolation and vibration control systems. Base isolation allows a building to survive seismic impacts by installing flexible isolators between the structure and its foundation. Passive systems require no external power while active systems counterbalance earthquake forces using computer-controlled dampers. Hybrid systems combine aspects of passive and active control for reduced costs.
High-rise buildings first emerged in the late 19th century in urban areas with high land prices and population densities. They allowed for more vertical construction on limited land. Advances in steel construction made taller buildings possible. There are several reasons for building high-rises, including using expensive urban land more efficiently, creating density to reduce transportation needs, and gaining publicity. High-rise buildings present structural challenges like managing increasing loads and forces from wind and earthquakes with height. Foundations must support large loads and lateral forces through techniques like piles.
This document discusses prefabrication in construction. Prefabrication involves assembling components of a structure in a factory then transporting them to the construction site. It has advantages like reduced cost, time, and waste and allows work during poor weather. Common prefabricated components include columns, beams, waffle floors/roofs which are cast and cured off-site then erected using cranes. While prefabrication offers benefits, it also has disadvantages like potential breakage during transport and need for specialized equipment and labor. The document concludes that partial prefabrication is well-suited for Indian conditions.
This document provides information about space frames, cable structures, and folded plate structures. It defines a space frame as a truss-like, lightweight rigid structure constructed from interlocking struts in a geometric pattern. Space frames can span large areas with few interior supports. Folded plates are assemblies of flat plates rigidly connected along their edges to form a structural system without additional beams. Cable structures derive their strength from tension forces in the cables rather than from bending or compression. Common cable structures include suspension bridges, cable-stayed bridges, and cable-supported roofs.
case study on earthquake resistant buildings
NOTE : The work is copied from various internet sources.
The author does not hold any copyrights on the reports shared, as these are for educational purposes.
This document discusses various types of building defects. It begins by defining building defects and noting that they can occur in both new and old buildings. It then categorizes defects into structural and non-structural. Some common structural defects include cracks, steel corrosion, and deflection. Non-structural defects include issues with brickwork, dampness, and plaster. The document also lists several specific defects like wall cracks, peeling paint, dampness, and roof defects. It provides examples of different types of wall cracks and their potential causes, such as foundation movement, thermal effects, chemical reactions, and shrinkage. Prevention techniques are also outlined.
A grid slab is a type of building material that has two-directional reinforcement in the shape of a waffle. It can be used as both ceilings and floors, especially in areas requiring large spans with fewer columns. Features include panels on a 1 meter grid with trench mesh or individual bars. Grid slabs use less concrete and steel than conventional slabs while providing strength and resistance to cracking and sagging. Construction involves arranging a framework, fixing connectors and pods, then removing forms. Services like HVAC, plumbing and wiring can be run through holes in modified grid slabs. Benefits include flexibility, lighter weight, speed of construction, vibration control and fire resistance. Famous structures using grid slabs include terminals,
The Land Use Design Team provides three recommendations: 1) Establish an expanded Agriculture/Wildlife Management Team to enhance the land; 2) Develop a running water feature above the labyrinth using rainwater; and 3) Design a workshop on integrating spirituality and the land through practices like Feng Shui. The team conducted interviews finding church members value stewardship of the land. If implemented, the recommendations would further the spiritual connection with and conservation of the church's 43 acre property in Wimberley, Texas.
urbanland use and land values by manikanta swamy v smeetmksvs
This document discusses urban land use and land values. It defines land use as how humans use and modify the natural environment for fields, pastures, settlements and other built environments. Land value is defined as the price that results from a fair transaction between parties for a particular piece of land, and is influenced by location, utilities, regulations, economic and social factors. The document provides land use classifications and statistics on the percentage of land used for residential, commercial, industrial and other purposes in Mysore, India in 2001 and 2011, showing an increase in residential land and decrease in agricultural land over that period. It concludes that land is a finite resource and policies are needed for conservation and minimizing waste.
Valuation is determining the fair price or value of a property like buildings, land, etc. It considers factors like construction cost, age, maintenance, location, and income generated. Common valuation methods are rental method, comparing recent sale prices, and depreciation method. Rent is usually fixed as a percentage of valuation, with allowances for expenses like repairs, taxes, and management costs. Depreciation and obsolescence reduce value over time. Various terms related to valuation are defined, like gross income, net income, salvage value, sinking fund, and years purchase.
The document discusses various types of construction defects such as cracks within structures and dampness defects. It provides 11 examples of cracking problems within structures like diagonal cracks in brick walls, horizontal cracks in mortar joints, random cracks in flooring, and cracks at joints between concrete and masonry. Each problem is described in terms of its causes and recommended remedies. It also discusses one example of a dampness problem involving dampness in ceilings below roof slabs, terraces or balconies and lists 6 potential causes such as improper roof slopes, choked rainwater pipes, lack of waterproofing of overhead tanks, and improper waterproofing treatment.
This document discusses several common types of building defects, including cracks in walls, peeling paint, dampness, and timber decay. It describes the causes, symptoms, and categories of each defect. Cracks in walls can be caused by settling, movement, or changes in temperature/moisture. Peeling paint results from improper surface preparation or moisture issues. Dampness occurs from sources like rain, condensation, rising groundwater, or leaks. Timber decay is caused by biological factors like fungi or insects attacking wood. The document provides details on evaluating and classifying the severity of wall cracks, as well as visual examples of several defect types.
Precast technology was used to construct a 24-story residential building in Mumbai's seismic zone 3 in record time. Standardized precast concrete elements like walls, slabs, and stairs were cast in a factory and assembled on site with joints. The use of precast construction led to increased productivity, speed of construction, quality control, worker safety, and reduced environmental impact compared to traditional construction. This project demonstrated the technical and economic feasibility of using precast technology for high-rise construction in India.
The document discusses common defects found in buildings such as cracks and dampness. It categorizes defects into pre-construction, during construction, and post-construction. Cracks can be structural or non-structural, and are caused by factors like drying shrinkage, thermal movement, elastic deformation, creep, chemical reactions, and foundation issues. Dampness is usually due to penetrating damp from gaps or rising damp without a proper damp proof course. Preventive measures include proper design, materials, construction practices, and addressing the root causes of defects.
The Building Bye-laws are defined as the standards & specifications designed to grant minimum safeguards to the workers during construction, to the health & comfort of the users & to provide enough safety to the public in general.
Building bye laws regulate development to curb haphazard growth and pollution. They require open spaces around buildings for lighting, ventilation and future expansion. Residential buildings must have front, rear and side open spaces depending on height. Parking spaces must be provided based on building use. Bye laws specify room sizes and require lighting, ventilation, drainage and sanitation systems. Green buildings aim to reduce environmental impacts through efficient resource use and waste management.
This document discusses failures in masonry structures and provides details on planning considerations, construction aspects, and seismic resistance of unreinforced masonry (URM) structures. It covers topics such as types of masonry materials, connections needed between building elements like roofs, walls and floors, and the effects of different types of loading on URM structures. Construction aspects that can improve seismic resistance are also outlined, such as integrating box action of walls and including reinforcement at wall corners and openings.
This document discusses building failures and their causes through case studies. It defines structural failure as when a building loses its ability to perform its intended design function. Failures can be physical (structural) or performance related. Causes of failure include improper design, use of substandard materials, manufacturing errors, corrosion, and instability from repeated stresses. Most failures are due to human factors like poor workmanship or design, though natural causes like heavy rain are also discussed. Specific case studies from Mumbai describe collapses due to weak columns, removal of support pillars, and decay from lack of maintenance exacerbated by rain. General precautions to prevent failure involve proper design, construction pacing, and avoiding corrosion or moisture intrusion.
Lotus temple case study by Anjali SethiyaAnjaliSethiya
The document provides details about the Lotus Temple located in New Delhi, India. It includes an introduction to the temple and its notable flower-like shape. The document then discusses the architectural details, including its nine-sided circular structure made of marble, and the complex ribbed interior dome design. It also summarizes the structural system used to support the temple, which relies on nine arches that spread out around the central hall to bear the load of the superstructure.
The document discusses precast concrete construction. Some key points:
- Precast concrete components are cast off-site in a controlled environment and transported to the construction site for assembly. This allows for standardized, mass produced elements.
- Large precast concrete panels form the walls and floors, connecting vertically and horizontally. When joined, they form a rigid box structure that transfers lateral loads.
- Connections between precast elements can be either dry joints using bolts/welds, or monolithic placement with concrete poured to join components.
Principles of Earthquake resistant design of StructuresTarun kumar
This document discusses principles of earthquake-resistant building design and structural vibration control technologies. It explains that earthquake-resistant structures are designed to withstand expected earthquakes while minimizing loss of life and damage. This is achieved through methods ranging from ensuring adequate structural strength and ductility to using base isolation and vibration control systems. Base isolation allows a building to survive seismic impacts by installing flexible isolators between the structure and its foundation. Passive systems require no external power while active systems counterbalance earthquake forces using computer-controlled dampers. Hybrid systems combine aspects of passive and active control for reduced costs.
High-rise buildings first emerged in the late 19th century in urban areas with high land prices and population densities. They allowed for more vertical construction on limited land. Advances in steel construction made taller buildings possible. There are several reasons for building high-rises, including using expensive urban land more efficiently, creating density to reduce transportation needs, and gaining publicity. High-rise buildings present structural challenges like managing increasing loads and forces from wind and earthquakes with height. Foundations must support large loads and lateral forces through techniques like piles.
This document discusses prefabrication in construction. Prefabrication involves assembling components of a structure in a factory then transporting them to the construction site. It has advantages like reduced cost, time, and waste and allows work during poor weather. Common prefabricated components include columns, beams, waffle floors/roofs which are cast and cured off-site then erected using cranes. While prefabrication offers benefits, it also has disadvantages like potential breakage during transport and need for specialized equipment and labor. The document concludes that partial prefabrication is well-suited for Indian conditions.
This document provides information about space frames, cable structures, and folded plate structures. It defines a space frame as a truss-like, lightweight rigid structure constructed from interlocking struts in a geometric pattern. Space frames can span large areas with few interior supports. Folded plates are assemblies of flat plates rigidly connected along their edges to form a structural system without additional beams. Cable structures derive their strength from tension forces in the cables rather than from bending or compression. Common cable structures include suspension bridges, cable-stayed bridges, and cable-supported roofs.
case study on earthquake resistant buildings
NOTE : The work is copied from various internet sources.
The author does not hold any copyrights on the reports shared, as these are for educational purposes.
This document discusses various types of building defects. It begins by defining building defects and noting that they can occur in both new and old buildings. It then categorizes defects into structural and non-structural. Some common structural defects include cracks, steel corrosion, and deflection. Non-structural defects include issues with brickwork, dampness, and plaster. The document also lists several specific defects like wall cracks, peeling paint, dampness, and roof defects. It provides examples of different types of wall cracks and their potential causes, such as foundation movement, thermal effects, chemical reactions, and shrinkage. Prevention techniques are also outlined.
A grid slab is a type of building material that has two-directional reinforcement in the shape of a waffle. It can be used as both ceilings and floors, especially in areas requiring large spans with fewer columns. Features include panels on a 1 meter grid with trench mesh or individual bars. Grid slabs use less concrete and steel than conventional slabs while providing strength and resistance to cracking and sagging. Construction involves arranging a framework, fixing connectors and pods, then removing forms. Services like HVAC, plumbing and wiring can be run through holes in modified grid slabs. Benefits include flexibility, lighter weight, speed of construction, vibration control and fire resistance. Famous structures using grid slabs include terminals,
The Land Use Design Team provides three recommendations: 1) Establish an expanded Agriculture/Wildlife Management Team to enhance the land; 2) Develop a running water feature above the labyrinth using rainwater; and 3) Design a workshop on integrating spirituality and the land through practices like Feng Shui. The team conducted interviews finding church members value stewardship of the land. If implemented, the recommendations would further the spiritual connection with and conservation of the church's 43 acre property in Wimberley, Texas.
urbanland use and land values by manikanta swamy v smeetmksvs
This document discusses urban land use and land values. It defines land use as how humans use and modify the natural environment for fields, pastures, settlements and other built environments. Land value is defined as the price that results from a fair transaction between parties for a particular piece of land, and is influenced by location, utilities, regulations, economic and social factors. The document provides land use classifications and statistics on the percentage of land used for residential, commercial, industrial and other purposes in Mysore, India in 2001 and 2011, showing an increase in residential land and decrease in agricultural land over that period. It concludes that land is a finite resource and policies are needed for conservation and minimizing waste.
This document discusses the relationship between land relief and land use. It begins by defining land use as how humans utilize land for settlement, communication, and economic activities. It then examines how relief impacts these land uses, with flat areas generally supporting dense settlement and extensive road networks, while hilly or mountainous areas typically have more dispersed rural populations and less dense road infrastructure. Various economic activities like agriculture are also shown to depend on relief, with large-scale farming usually occurring on flatland. In summary, the document analyzes how relief influences patterns of human occupation and activity on the landscape.
This document summarizes soil characteristics of different pedons from research stations in Maharashtra, India. It includes physical and chemical properties as well as morphological characteristics. The soils are classified as Typic Haplusterts, Typic Haplustepts, and Typic Ustorthents. Land use recommendations are provided based on soil type and slope to promote sustainable agriculture through suitable cropping systems and agroforestry.
As the population of Lahore is increasing day by day and its central hub is getting densely populated, people are demanding for new neighborhoods with self-contained facilities. Therefore new neighborhoods are being developed outside the main city with self-contained facilities. This report is about a neighborhood design of an area in Shadira, Lahore with detailed features and facilities including residential houses, market, shopping centers, parks and open spaces, streets and public buildings.
The document discusses the classification of buildings based on occupancy and construction type. Buildings are classified into 10 categories based on occupancy such as residential, commercial, educational, etc. They are also classified into 5 types based on construction materials and fire resistance, including fire resistive, non-combustible, ordinary, heavy timber, and wood framed buildings. Each construction type has different fire resistance specifications for walls, structural frames, and roofs. Steel structured buildings are generally more fire resistant than other materials like wood. Proper classification and understanding of construction type is important for fire safety.
This document outlines building bye-laws and regulations for Jaipur, including classifications of buildings, rules for different types of residential, commercial, and institutional buildings. It specifies parameters like maximum ground coverage, minimum setbacks, maximum height, and floor area ratios for various plot sizes. Requirements for facilities like parking, solar panels, water tanks, and accessibility for disabled are also mentioned. Procedures for completion certificates and penalties for non-compliance are summarized. Application fees and other construction-related rates are provided.
Land use planning refers to allocating land resources for different uses consistent with development goals. It involves classifying land, determining suitable land uses, and regulating development through tools like zoning maps and land use plans. The objectives are to promote efficient land use, reconcile conflicts, and guide sustainable development patterns. Land use planning organizations at the national, regional, and local levels coordinate to classify land and guide land allocation and conversion nationally and within their jurisdictions.
The inventory and assessment section of the Mohawk Towpath Byway Scenic Conservation Action Plan including an inventory of existing conditions and an overview of scenic conservation initiatives in the Byway’s community’s comprehensive plans.
This document summarizes the methodology and objectives of designing an airport master plan. It discusses analyzing the site, including natural factors like soil and vegetation. It also covers social/cultural factors, aesthetics, foundation design, building form/orientation, bylaws, site services, zoning, standards, and area programming. The overall goal is to develop a phased development plan to satisfy aviation demand in a financially feasible and environmentally sound manner.
Urban Design Guidelines for High-rise BuildingsBemnetLeykun
High-rise buildings are one of the possible building types that contribute
to intensification and efficient development patterns that support
healthy, liveable and safe communities. The Official Plan directs
high-rise buildings to the nodes and corridors where intensification
is expected and encouraged, including: the Central Area, the Mixed-Use
Centres (including the emerging downtown districts and Transit
Oriented Development areas), some locations along the Arterial
Mainstreets, as well as the Town Centres. These are the locations
where new high-rise developments are most likely to occur
A site survey in the construction industry holds paramount importance, as it ensures thorough assessment and planning, minimizing risks and optimizing resources for successful project execution. Read more!
This document contains the resume of Azem F. Al-Kurdi. It outlines his educational background including a Bachelor's Degree in Architecture Engineering. It then details his over 15 years of experience in engineering, construction, and project management in Jordan and the GCC. Finally, it provides a chronological employment history describing his roles and responsibilities on various construction projects in the UAE and Jordan.
This document outlines the key stages in the development of a solar photovoltaic power plant project, including site identification, pre-feasibility study, feasibility study, permitting, financing, engineering, construction, and commercial operation. The pre-feasibility study develops a preliminary design and cost assessment to evaluate financial viability at a high level. The feasibility study then provides more detailed analysis of project design, costs, and planning for implementation based on site-specific data. Both studies include technical, financial, and risk analysis to progress the project from concept to ready for construction.
Maher Abu-Mallouh has over 32 years of engineering experience, including 20 years working on major railroad projects in New York and Chicago. He has experience managing the design and construction of various types of railroad infrastructure. Most recently, he has worked as the resident engineer for the construction of a new bus command center in New York City with a budget of $51 million. He is a licensed professional engineer with experience in structural design, construction management, and project management.
The document is a curriculum vitae for Daniel Martin, who has extensive experience as a site engineer, inspector of works, and clerk of works on various construction projects. His responsibilities have included overseeing quality and safety, inspecting work, witnessing testing, identifying defects, monitoring progress, and ensuring adherence to health and safety requirements. He is currently working as a Design Site Representative on projects including highway, bridge, and drainage works totaling over £13 million.
PLANNING AND COST ANALYSIS FOR SETTING UP OF A NEW RMCPLANT NEAR BELAGAVIIRJET Journal
- The document discusses planning and cost analysis for setting up a new ready mix concrete (RMC) plant near Belagavi, India.
- A feasibility analysis was conducted which included a market survey, case study of an existing RMC plant, and cost analysis. The market survey found that 70% of respondents preferred RMC over site mix concrete and 62% were dissatisfied with current RMC service.
- A case study of an existing plant provided details on land area, materials and storage, equipment, production costs, and opportunities to reduce costs.
- A schedule and plan was developed using Microsoft Project for constructing the new plant over time, within budget. The analysis concluded there is demand for a new R
Planning and cost analysis of the commercial buildingila vamsi krishna
This document provides information about the planning and cost analysis of a commercial building project. It discusses the site planning process, building envelope design, architectural planning of spaces, and cost estimation. The project deals with planning and cost analysis of a 3-storey commercial building with different arrangements on each floor used for functions and marriages. It outlines considerations for site planning like zoning requirements, neighborhood character, and site conditions. It also covers types of building spaces like offices, conference rooms, and employee support areas.
Most construction sites that run into trouble do so for reasons related to managerial factors rather than because of technical problems. The site-based management can make significant improvements in the cost and time savings during the construction process without involving a mass of additional work. The role of site managers is to control and maintain work performance and then taking actions to rectify situations where performance is unsatisfactory.
Concepts and Formulas of Construction Site Layout Planning Elements:
A well-planned site including all temporary facilities and utilities lead to: 1) increasing productivity and safety, 2) reducing area(s) needed for temporary construction, and 3) maximizing utilization. The following points should be considered in good site layout
Site layout planning can affect productivity and is crucial to project success. However, as construction is heterogeneous in the nature of its organizations, project designs, time constraints, environmental effects, etc., site layout planning for each project becomes unique. Affected by many uncertainties variables! And variations, site layout planning is a typical multi objective problem.
Problem solving requires representing the problem in a language that problem solvers can understand. However, solutions of most construction problems rely on empirical Knowledge about the site layout that can be as a site space allocation for material storage, working areas, units of accommodation, plant positions, general circulation areas, and also access and egress for deliveries and emergency services. Furthermore, conflicting objectives and the uniqueness of construction projects like bad site layout make the problems difficult to conceptualize and define.
This document provides an introduction and overview of the site preparation process for construction projects. It discusses that site preparation involves demolishing existing structures, clearing the site, and selling salvaged materials. It also includes fixing locations for temporary site offices and facilities. The document then outlines the major steps in site preparation, including: 1) clearing the site of trees and obstacles, 2) surveying the site, 3) testing the soil composition, 4) designing a site plan, and 5) investigating the site geotechnically to characterize soil and groundwater conditions. Proper site preparation through these steps helps ensure a safe and productive work environment that meets codes and allows the project plans to be built as intended.
The second public open house for the Lorain Road Business District Revitalization Plan was held on November 15, 2023. For more information, please visit https://www.countyplanning.us/projects/lorain-road-district-revitalization-plan
Iden Kalabat has over 2 years of experience in roadway and site/civil design projects. He has worked on projects for the Michigan Department of Transportation, City of Detroit, University of Michigan, and private clients. His experience includes design of roadway infrastructure, site plans, drainage, permitting, and construction oversight. Iden is proficient in CAD programs MicroStation and AutoCAD Civil 3D.
The document provides a SWOT analysis for proposed transportation and urban design improvements in Doha South Urban Core. It analyzes the strengths, weaknesses, opportunities, and threats for different areas. The analysis examines existing and proposed land use plans, roadway design intensity levels, and provides graphic site analyses of key areas. It identifies strengths like new structures, pedestrian crossings, and connectivity. Weaknesses include deteriorating buildings, lack of parks and pedestrian amenities. Opportunities involve redeveloping older structures, adding new public parks, and improving stormwater drainage. The analysis informs goals for community structure, open spaces, streets/traffic, and other elements.
The document provides details about Mohamed Monir El-Bahie's personal and professional experience. It includes information about his education, work history managing various infrastructure projects in Egypt and Saudi Arabia, technical skills and computer proficiency. Specifically, it outlines his experience as a senior road engineer, resident engineer, project manager, and deputy project manager on projects involving roads, highways, railways, airports and other construction works between 1998-2016.
This resume is for Juber Loharia, an Indian national with over 16 years of experience as a Lead Process Engineer in the oil and gas industry. He has expertise in concept engineering, front-end engineering design, detailed design, commissioning, and operations support for various onshore and offshore oil and gas facilities projects. Some of the key projects he has worked on involve field development studies, pipeline and facilities optimization, and increasing production capacities.
PLNPCM2016-00600, Planned Development Ordinance Amendments
Salt Lake City Planning Commission
From: Wayne Mills, Senior Planner
801-535-7282
Date: January 25, 2017
Re: PLNPCM2016-00600, Planned Development Ordinance Amendments
The document provides a summary of Naveed Asif's experience and qualifications. It summarizes that he has over 12 years of experience as a chief surveyor working on infrastructure projects in the UAE. It also lists his academic qualifications which include a diploma in land surveying. It then provides details of his professional experience working as a chief surveyor on major road and infrastructure projects in Abu Dhabi worth billions of dollars.
Similar to 2014 Existing Building Conditions Assessment (20)
Walter Bone has over 30 years of experience in landscape architecture, urban design, and creative design. He was educated at Mississippi State University and has worked on hundreds of projects internationally. Some of his roles have included managing design teams, conducting construction management, and serving as a project manager. He has expertise in master planning, theme park design, mixed-use developments, and other project types. Bone has received several awards and published articles relating to his work.
The document is a pre-concept design for roadways and streetscapes covering 632km in the Middle East. It includes site walks of existing land use, roadway hierarchy, and parking. Constraints and opportunities are identified for three areas: Al Mansoura, Al Najma, and Al Khalidiya. Streetscape concepts are proposed for Al Mansoura including a new retail mall, mosque, neighborhood center, and reconfiguring streets. Similar streetscape concepts with parks, plazas, residential and commercial areas are proposed for the other neighborhoods to improve pedestrian access and links between areas.
Worked as Area Development Manager, DEC Dynamic Engineering Consultants for design and construction management. Enjoyed working with the talented Meraas/North 25 staff consisting of Fawaz, Eben and numerous others. Great staff and great project.
The document is Walter Bone's landscape architecture portfolio. It summarizes his experience with master planning, urban design, theme parks, and parks and open spaces projects in locations such as Dubai, Abu Dhabi, Las Vegas, Hong Kong, and Doha. Some of the specific projects highlighted include the Desert Rose development in Dubai, Najmat development in Abu Dhabi, Hunger Games area at Motiongate Dubai theme park, Six Flags Dubai theme park, Laguna water park in Dubai, Whiskers Harbour in Hong Kong, Al Falah development in Abu Dhabi, and infrastructure projects in Doha and Las Vegas.
The document summarizes the new Hunger Games theme park located in Dubai Parks and Resorts. It describes the two new rides, including a capital bullet train launch coaster and Panem train simulator. The park was designed with storytelling landscapes replicating materials from the movies. Visitors are welcomed by a large marquee sign and enter a plaza representing each Hunger Games district. A snack shop and locker room provide amenities for guests to fully immerse themselves in the experience.
The document contains a collection of hand sketches and renderings created by a landscape architect. Many of the sketches are for theme park and water park designs in Dubai, including concepts for Motiongate Theme Park and La Mer Water Park. Other sketches show master plan concepts, sections, and elevations for projects in China and on Hainan Island. All of the sketches are labeled as being designed by a landscape architect and include landscapes, structures, and site features.
Al Habtoor City is a new luxury resort development located in Business Bay, Dubai. The resort features ground floor gardens and an amenities deck with various facilities. Construction photos show the progress being made on the development.
Walter Bone has extensive experience managing the development of theme park areas and attractions around the world. Some of his recent projects include overseeing the completion of Phase 1 at Motiongate Dubai and Legoland Water Park. He also managed the design and construction of The Hunger Games Experience zone at Motiongate Dubai. This project involved theming the area with imagery, materials, and props to fully immerse guests in the world of the Hunger Games movies. Bone has also contributed concept designs for projects in Hong Kong and India.
The document discusses the design and construction of The Hunger Games Experience attraction located in Zone 5 of Motiongate Theme Park in Dubai Parks and Resorts. Key people involved included Walter Bone, the area development manager, and designers from ima design and Paragon Creative. Selecting plant materials that fit the theme was challenging due to limitations from the on-site nursery. Themed elements like paving, walls, and railings were installed to fully immerse visitors in the world of The Hunger Games. Construction photos show the attraction taking shape until its grand opening event.
This document outlines initial ideas and concepts for developing an area themed around Holland. It includes a list of potential attractions and experiences such as shows, festivals, exhibits of Dutch culture and history. Concept sketches and master plans are provided for developing a "Wooden Shoe Village" which would feature children's areas like an interactive dragon attraction, storytelling tree, and fairy tale buildings like a Gnome House and Hansel and Gretel inspired structure. The goal is to immerse visitors in Dutch traditions through educational and entertaining experiences.
The document discusses how landscape theming can be used to build brand identity. It provides examples of how Disney, Bollywood Dubai, Motiongate Dubai, Legoland Dubai and Al Ain Zoo use immersive landscape design elements to reinforce their themes and immerse visitors. These elements include landscaped berms, distinctive paving, walls and fencing, vegetation, water features, lighting and signage designed to match each location's story and brand. Sands Cotai Central in Macau is also highlighted for how its landscape design transports visitors along Marco Polo's journey from Italy to Southeast Asia.
Went in to assist in fixing things and redesign numerous plantings and reconstruct hardscape a month before the grand opening. Worked with incredible DAMAC staff, Jamie Coyne, Matt Empsal and Leander Styne to complete my tasks.
The document provides a concept design report for the Phase 1 streetscape of the Najmat development project on Reem Island in Abu Dhabi. It includes an analysis of the site context, climate, and existing conditions. The vision, principles, and goals of the project are outlined, focusing on creating a pedestrian-oriented community. The landscape and streetscape design concepts are presented, covering circulation, planting, hardscape, lighting, and other elements. Sustainability strategies around landscape, irrigation, and maintenance are also discussed.
Presentation inspired by 2 talented landscape architects, Lawrence Hall and Geoff Turnbull. Integrating the culturally significant Al Sadu textile weaving into the landscape public realm.
Dong Hai Gardens is a new development project located in Beijing, China. The project will include the construction of new residential and commercial buildings across multiple city blocks. Upon completion, Dong Hai Gardens is expected to add new housing and business opportunities to the local Beijing community.
Best Digital Marketing Strategy Build Your Online Presence 2024.pptxpavankumarpayexelsol
This presentation provides a comprehensive guide to the best digital marketing strategies for 2024, focusing on enhancing your online presence. Key topics include understanding and targeting your audience, building a user-friendly and mobile-responsive website, leveraging the power of social media platforms, optimizing content for search engines, and using email marketing to foster direct engagement. By adopting these strategies, you can increase brand visibility, drive traffic, generate leads, and ultimately boost sales, ensuring your business thrives in the competitive digital landscape.
2. 21 Apr 2014 2 Re-Issued for Review & Approval WB WB DK
20 Mar 2014 1 Issued for Review & Approval WB WB DK
Document No. CTC-546-EBAS-0043 SHT: 01 OF: 82
PHASE 4- CONCEPT DESIGN OF ROADS & INFRASTRUCTURE – PACKAGES 26 & 27
EXISTING BUILDING CONDITIONS SURVEY
PHASE 4 CONCEPT DESIGN OF ROADS &
INFRASTRUCTURE – PACKAGES 26 & 27
EXISTING BUILDING CONDITIONS SURVEY
REVISION 1
APRIL, 2014
3. TABLE OF CONTENTS
INTRODUCTION
PART 1
EXISTING BUILDING CONDITIONS SURVEY-PACKAGE 27
(HIGH LEVEL DESIGN AREAS)
PART 2
ANALYSIS OF SURVEY
OVERALL BUILDING CONDITIONS PLAN
PART 3
FINDINGS AND RECOMMENDATIONS
BUILDING CONSTRAINTS PLANS
STRATEGIC LAND ACQUISITION APPROACH
APPENDIX A: ROADWAY CONSTRAINTS PLANS (TRAFFIC DRIVEN)
APPENDIX B: EXISTING LAND USES (BROADER VIEW)
APPENDIX C: EXISTING BUILDING HEIGHTS
The contents of this document do not necessarily
reflect views or policies of the Ministry of Municipality
& Urban Planning (MMUP)
5. Planning Area
The High Design Level planning area lies within Package 27 are located in the urban area
in Doha South, west of Doha International Airport. The High Level Design areas, indicated
in red below, indicate the limit of work for the Existing Building Conditions Survey, while the
remaining areas have been photographically recorded and documented.
Doha
International
Airport
Existing Building Conditions Survey
Part 1 – Building Conditions Survey – Package 27 (High Level Design Areas)
Introduction
The purpose of this Existing Building Assessment Survey is to
evaluate the state of buildings and architectural features within the
High Level Design areas of Package 27. This report will be used to
gauge land acquisition needs for roadway improvements and will
also be used as a tool to augment the roadway design constraints
plans.
The process in which this survey was prepared consisted of a visual
field survey identifying buildings, building condition and occupation.
The findings were then translated in to a graphic format where a
building assessment color coding system was used to graphically
depict actual building conditions. During the months of investigation
and survey, numerous buildings had undergone remodeling,
demolition with new construction taking place. The survey team,
then went back out to update the findings and modified the building
assessment graphics.
The graphic survey within this report illustrates current land uses
and zoning, building conditions and a photographic inventory of the
conditions. The building rating methodology is a generalized
approach taking in to account several factors including curb appeal,
occupancy, land use and future potential. This survey was
conducted based on exterior visual assessments and does not
include the assessments of:
Roofing HVAC Systems Structural Conditions
Electrical Fire Protection Accessibility.
Figure: Design Intensity Level Classifications
6. Overall Project Process
The Urban Design/Landscape tasks for the project consist of three (3) major
milestones and deliverables stages (see Figure below). Following Project
Commencement, a Study Area Audit was performed with a detailed study
and analysis of the immediate project area including an expanded area. The
expanded area study consisted of studying how the adjacent areas could
possibly impact the project study area and how interlinking land uses,
vehicular and pedestrian circulation systems and greenspace improvements.
Various tasks were performed in the Study Area Audit where a photographic
inventory consisting of photos and videos of all roadway corridors were
performed. The inventory also captured neighboring areas and how the
relationships of land uses impact the project study area. For example, some
conflicts in land use were found where contractors, light industrial or heavy
commercial uses where located adjacent to multi-family housing in the more
heavily urbanized areas, primarily along Mansoura and Najma Roads. See
maps for identified areas affected.
Project
Commencement
Kick-Off
Meetings
Study Area Audit
Building Assessment
Photo Inventory
Adjacent Neighborhoods
SWOT Analysis
Land Use Survey
Concept Design
Concept Options
Workshops
Bi-weekly Meetings
Coordination with
Municipality
Preliminary Cost Estimates
Design Development
High Design Level Areas
Design Guidelines
Qualities of Excellence
Technical Brief
Implementation Plan
Cost Estimates
Figure: Project Process Diagram
Photo: Contractors mixed with neighborhood
retailers/services and residential units
Existing Building Conditions Survey
CURRENT STAGE
8. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
Mosque
Existing Building Conditions Survey
Very poor condition buildings. Candidates
for complete removal
Vacant Parcel,
candidate for Anchor
Retail Development
adjacent to Hyper
Market
Poor Condition
buildings, demolishing
recommended
9. Poor ConditionAcceptable Condition
Poor ConditionAcceptable ConditionPoor Condition
Poor ConditionVacant Parcel Poor Condition
Acceptable Condition
Good Condition - Mosque
General Notes:
1. East Mansoura Road consists of older commercial uses and
buildings. Buildings have not been maintained very well and lacks a
gateway treatment entering this mixed-use area off Al Matar Road.
2. Lack of parking along Mansoura affords an opportunity to demolish
buildings along Mansoura and 1 street behind to provide off-street
parking opportunities for local residents and commercial tenants.
3. Image 1 shows a vacant parcel which is proposed to be included in a
District Center which will serve as a destination place and sits
adjacent to an existing hypermarket.
4. Lack of visual character and appeal.
Poor Condition
Acceptable Condition
Poor Condition
Existing Building Conditions Survey
10. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
MANSOURA
Souq Hajjaj
(Under Redevelopment)
Existing Building Conditions Survey
Poor Condition structures throughout,
opportunities to provide off-street
parking and grand entry statement for
proposed development.
Pedestrian connectivity vital in the re-
development of the Souq property.
Poor Condition
buildings, demolishing
recommended
Poor Condition
buildings, demolishing
recommended Poor Condition
buildings, demolishing
recommended
Land use conflicts between
commercial and multi-family
residential-Contractors.
Transport trucks, materials
storage and vehicle fleets
interact with residential
component
11. Acceptable ConditionPoor Condition
Poor ConditionPoor ConditionNew Construction
Poor ConditionAcceptable Condition Acceptable Condition
Poor Condition
Acceptable Condition
General Notes:
1. Numerous poor condition buildings and lack of organized on-street
parking;
2. Residential above commercial units;
3. Most parcels along this stretch are in Poor condition and are ideal to
be demolished providing the necessary room for roadway widening
and pedestrian scale improvements;
4. Mid-block crossings should be taken in to consideration to minimize
traffic disturbances and safety incidents.
Poor Condition Poor Condition
Acceptable Condition Poor Condition
Existing Building Conditions Survey
12. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
MANSOURA
Mosque
Existing Building Conditions Survey
28, 29, 30-Poor
Condition buildings,
acquiring and
demolishing
recommended
Poor Condition
buildings, demolishing
recommended
Poor Condition
buildings, demolishing
recommended
32-New Construction,
acquire property now to
avoid escalated costs
prior to completion
Mosque in good condition,
candidate for removal due
to proximity to road
Land use conflicts between
commercial and multi-family
residential-Contractors from the Souq
Souq Hajjaj
(Under
Redevelopment)
Multi-Family
Residential,
acceptable condition,
avoid if possible
Poor Condition
buildings, demolishing
recommended
13. Acceptable ConditionAcceptable ConditionNew Construction
Good Condition - MosquePoor Condition Poor Condition
Acceptable Condition
Poor Condition
Acceptable Condition
Existing Building Conditions Survey
General Notes:
1. Central Mansoura Road consists of older commercial uses and
buildings. Buildings have not been maintained very well and lacks
adequate and quality public space at the intersection of Mansoura
and Najma;
2. This area is a pinching point with some buildings built on top of the
right-of-way;
3. Recommended to acquire and demolish retail strip center across
from the Mosque to provide road widening so to avoid the Mosque
(images 28-30);
4. Image 32 New Construction (early photo 2012), acquire property
now to avoid escalated costs prior to completion;
5. Poor condition buildings adjacent to Mosque to the west. Demolish
and provide adequate room for road widening;
6. Multi-family adjacent to Souq Hajjaj in acceptable condition, avoid if
possible to maintain residential character, Image 36;
7. Re-align Najma, demolish commercial and multi-family poor
condition structures. Visual blight and traffic movements greatly
increase visual character.
14. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
Girls School, poor condition
(Future Rail Station)
NAJMA
Mosque
Existing Building Conditions Survey
Poor Condition
buildings, demolishing
recommended
Mosque in good condition,
candidate for removal due
to proximity to road
Multi-family buildings, mid-rise, good
condition and provide newer
residential component to a blight
stricken area
Poor Condition
buildings, demolishing
recommended
Poor Condition
buildings, demolishing
recommended
Poor Condition
buildings, demolishing
recommended
Poor Condition
buildings,
demolishing
recommended
NAJMA
15. Acceptable ConditionPoor Condition
Poor ConditionPoor ConditionPoor Condition
Poor ConditionPoor Condition Poor Condition
Poor Condition
Poor Condition
New Construction
Existing Building Conditions Survey
General Notes:
1. Numerous poor condition buildings and lack of organized on-street
parking, Images 37-40;
2. Residential above commercial units, Images 38, 40 and 45;
3. Image 47 shows new construction which started in the summer of
2013 and is in alignment with a preferred option of the Najma Road re-
alignment. Acquisition of this parcel is recommended.
4. Poor condition buildings adjacent to Mosque to the west. Demolish
and provide adequate room for road widening;
5. Image 47 New Construction, acquire property now to avoid escalated
costs prior to completion;
16. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
Existing Building Conditions Survey
Poor Condition
buildings, demolishing
recommended
Poor Condition
buildings, demolishing
recommended. Rail
Station improvements
necessary to enhance
urban character
Poor Condition
buildings, demolishing
recommended
Poor Condition
buildings, demolishing
recommended
Acceptable condition-
Candidates for removal
for road widening
Acceptable
condition-
Candidates for
removal for road
widening
Acceptable
condition-
Candidates for
removal for road
widening
Acceptable
condition-
Candidates for
removal for road
widening
Acceptable
condition-
Candidates for
removal for road
widening
Poor Condition
buildings, demolishing
recommended
17. New ConstructionPoor Condition
Acceptable ConditionNew ConstructionPoor Condition
Poor ConditionPoor Condition Acceptable Condition
Poor Condition
Acceptable Condition
General Notes:
1. Numerous poor condition buildings and lack of organized on-street
parking;
2. Residential above commercial units;
3. Two (2) new buildings under construction, Images 54 and 57;
4. Opportunities to demolish buildings and integrate off-street parking,
Image 51.
5. Several properties have been upgraded with new construction
improving the visual aesthetics.
Poor Condition Poor Condition
Existing Building Conditions Survey
18. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
Existing Building Conditions Survey
Poor Condition
buildings,
demolishing
recommended
Poor Condition
buildings, demolishing
recommended
70-Poor Condition
buildings, demolishing
recommended
19. Poor ConditionPoor Condition
New ConstructionPoor ConditionAcceptable Condition
Poor ConditionAcceptable Condition Acceptable Condition
Acceptable Condition
Good Condition
General Notes:
1. Numerous poor condition buildings and lack of organized on-street
parking;
2. Two properties have been upgraded to Good Condition and New
Construction improving the visual aesthetics, Images 62, 65, 68
and 72.
Poor Condition Good Condition
Existing Building Conditions Survey
20. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
Existing Building Conditions Survey
Poor Condition
buildings, demolishing
recommended
Poor Condition building,
demolishing
recommended
Good condition-good
basis for urban family
revitalization
Poor Condition
buildings, demolishing
recommended
Under Redevelopment
(Shopping Mall)
Vacant
Parcel
21. Good ConditionGood ConditionGood ConditionAcceptable Condition
Good ConditionPoor Condition
Poor Condition
Acceptable Condition Good Condition
General Notes:
1. Lack of on-street parking;
2. Numerous newer multi-
family buildings at west end
near Munthaza;
3. Several properties have
been upgraded to Good
Condition and new
construction improving the
visual aesthetics. Images
75, 76, 78-82.
Good Condition New Construction – Al Hassan
Apartments
Poor Condition Poor Condition
Acceptable Condition
Existing Building Conditions Survey
24. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
MANSOURA
Mosque
Existing Building Conditions Survey
Poor Condition
buildings, demolishing
recommended
Poor Condition
buildings, demolishing
recommended
Good
condition
multi-family
residential,
Avoid if
possible.
Vacant
Parcel
Poor Condition
buildings, demolishing
recommended
Mosque in good
condition,
candidate for
removal due to
proximity to road
Poor Condition
buildings, demolishing
recommended
Land use conflicts between
commercial and multi-family
residential-Contractors
Poor Condition
buildings, demolishing
recommended
25. Good Condition (new)Good Condition
Poor ConditionPoor ConditionPoor Condition
Poor ConditionPoor Condition Good Condition
Poor Condition
Vacant Parcel
Acceptable Condition
Poor ConditionPoor Condition
Poor Condition
Poor Condition
Existing Building Conditions Survey
General Notes:
1. Najma Road north of Mansoura
is a tightly restricted road with an
abundance of on-street parking.
Consideration should be given to
new construction requirements
for off-street parking when
owners obtain building permits;
2. Numerous Poor condition
buildings exist where acquisition
should occur providing the
necessary re-alignment of Najma
Road at Mansoura, Images 5-8.
26. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
MANSOURA
Mosque
Existing Building Conditions Survey
Poor Condition
buildings, demolishing
recommended
Poor Condition
buildings, demolishing
recommended
Poor Condition
buildings, demolishing
recommended
Good condition and
New Construction-
Avoid if possible
Mosque in good
condition,
candidate for
removal due to
proximity to road
Poor Condition
buildings, demolishing
recommended
27. New ConstructionGood Condition
Good ConditionGood ConditionPoor Condition
Poor ConditionPoor Condition Poor Condition
Poor Condition
Poor Condition
Poor ConditionGood Condition
Acceptable ConditionAcceptable Condition Acceptable Condition
Existing Building Conditions Survey
General Notes:
1. A Mosque exists at the southwest
corner of Mansoura and Najma. It
is preferred not to disturb the
Mosque with opportunities to
demolish the east side due to Poor
condition structures., Images 16-
21;
2. Demolishing of the east side will
provide adequate room for road
widening.
30. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
MANSOURA
School
under re-
development as
Special Use
District
Existing Building Conditions Survey
Poor Condition
buildings, demolishing
recommended
Acquired
Acquired
31. AcquiredAcquired
AcquiredVacant ParcelGood Condition
Good ConditionPoor Condition Good Condition
Good Condition
Acceptable Condition
Acquired
AcquiredAcquired
Acquired
Existing Building Conditions Survey
General Notes:
1. North Munthaza commencing at B-Ring Road is designated to be a
Gateway to north Doha. Munthaza currently has and is projected to
have high traffic counts and the acquisition of buildings on the west side
of Munthaza has already taken place, Images 8-14.
32. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
Existing Building Conditions Survey
Acquired
Acquired
Vacant Parcel
Acquired
Under
Redevelopment
Future Shopping
Mall
33. Poor Condition
Acceptable ConditionVacant Parcel Acceptable Condition
Acquired
Acceptable Condition
AcquiredAcquired Acquired
Acquired Acquired
Poor Condition
Existing Building Conditions Survey
General Notes:
1. This stretch of Munthaza Road consists of older commercial uses and
buildings. Buildings have not been maintained very well and lacks
cohesion in architectural types and styles;
2. The west side of Munthaza has been acquired, Images 19-25.
34. EXISTING LAND USE PLAN
EXISTING BUILDING CONDITIONS PLAN
Munthaza Park
Holiday Villa
Resort
Existing Building Conditions Survey
Acquired
Acquired
Acquired
Strip center
demolished, under
re-development
No interior
access to parcel.
Condition
assumed
Acceptable
Vacant Parcel
35. AcquiredNew Construction and removal
of strip center
Acceptable Condition
Good Condition
Acceptable Condition
Existing Building Conditions Survey
Acquired
Acquired Acquired
General Notes:
1. The approach to Munthaza Park on the southwest corner of Munthaza
and C-Ring Road. Several government offices are located along
Munthaza Road which serve the local residents;
2. Land acquisition of portions of the park have occurred to
accommodate road widening improvements.
Poor Condition Acceptable Condition
36. Part 2 – Analysis of Survey
The principles of the survey conducted is subjective in nature and
relative to surrounding land uses, building heights in comparison to
adjacent properties, incompatibility, heritage or cultural landmarks,
materials and scale, future rights-of-way and encroachments, curbing
and pedestrian sidewalk access to each property.
The largest category of properties falls within the Acceptable building
condition. These properties contain acceptable structural conditions of
buildings and land use compatibility, but are available for land acquisition
during the roadway improvement design stage. The acquisition of these
parcels may assist in relevant geometric improvement solutions for
surrounding links, interchanges and intersections and provide a
continuance of proposed urban design solutions.
Overall Summary:
1. Identified buildings that cannot be acquired due to cultural or
economic restrictions;
2. Identified buildings where their conditions are substandard and
acquisition is most likely;
3. Identified buildings where land use/occupation compatibilities conflict
with surrounding uses, not applicable to the Land Use Plan, land use
compatibilities refers to occupied uses and not current zoning.
4. Identified buildings and/or parcels where acquisition assists in
reaching project goals of an improved vehicular and pedestrian
circulation network to meet future demands where Poor and
Acceptable Conditions are identified.
5. The conclusion is graphically shown on the following page, figure
Overall Building Conditions Analysis – Package 27.
The field investigations yielded specific recommendations for building
protection and are categorized as constraints. Further analysis included a
value engineering approach where strategic planning included the land
acquisition and removal of various stretches roads confined to one side were
considered. Acquisition of both road sides is not feasible where time and cost
of design and implementation would exceed the current planning and build out
schedules.
Land Acquisition and Roadway Improvement Strategic Approach was
developed indicating sides of roads where land acquisition should be
concentrated. Specific recommendations and strategic approach to land
acquisition and roadway improvements based on the site survey are followed
in Part 3 Findings and Recommendations of this report.
Existing Building Conditions Survey
38. Part 3 – Findings and Recommendations
The findings encountered during this survey concluded that there are
numerous opportunities for parcel acquisition and the demolishing of
older, poor condition buildings. Considerable Roadway and
Streetscape improvements are needed to not only enhance these
vehicular and pedestrian corridors, but also provide the minimum
required space needed to make the much needed roadway
improvements.
The comprehensive result, based on the field survey and subsequent
findings and recommendations, specific recommendations are listed.
The specific recommendations reference individual buildings by site
photo reference number and street name.
Building Constraints plans were developed and included that identify
buildings that are Restricted and cannot be acquired or encroached
upon and other buildings that may be identified as Good or Acceptable
Condition buildings, are candidates for acquisition and removal. These
buildings should be avoided if possible in determining final roadway
alignment options.
A Strategic Approach for Land Acquisition was established to minimize
the impact of road corridors to one side versus both sides. This
approach will efficiently lead the design process in road improvements
and urban design solutions.
Appendix A: Roadway Constraints Plans (Traffic driven) show specific
conditions where various constraints may limit land acquisition and
structures that should be avoided due to building
significance/importance, utility restrictions and/or fixed rail station
locations. Specific notes and photos are included identifying the key
restraints in developing the roadway and urban design options and
should be used as an analysis tool for option development.
Study Area Audit & Analysis:
Building Conditions and
Roadway Constraints
Findings and
Recommendations Options Development
Existing Building Conditions Survey
39. Existing Building Conditions Survey
Specific Recommendations
The Analysis resulted in specific identification of buildings of varying conditions.
Specifically, buildings that may cause a constraint, were buildings of a Good
Condition assessment and certain Acceptable Condition assessments that the
project may want to avoid due to land use, architectural character and/or that
potential roadway design would not impact directly.
The primary recommendations for buildings to Avoid are listed below by Street
Name and Photo reference number. These buildings include:
Mansoura
18 – Under construction and existing room available for roadway widening, should
not be affected;
31 – Existing Mosque in Good Condition. The demolishing of adjacent properties
should provide ample room for road widening and the re-alignment of Najma;
32 – Under construction, commercial building that may be acquired. The re-
alignment of Najma outweighs avoiding this property. The property should be
acquired now, prior to construction completion, to avoid escalated acquisition costs;
35-36 – Multi-family residential building that preserves the character of the
residential area. Road widening should not affect this side of Mansoura;
54 & 57 – Under construction. Image 57 should be avoided due to adjacent/nearby
buildings being in Acceptable Condition. Image 54 can be acquired with adjacent
Poor condition buildings;
68 – Under Construction and sits on a prime corner. Acquisition costs would
be high;
72 – Good Condition building, recently built. Sits on corner and architectural
character suitable for area;
75-76 – Good condition buildings that support the revitalization of the north side of
Mansoura on the west end;
78-82 – Row of buildings in Good condition and New Construction occurring and
should be avoided due to condition and precedent set for revitalization near Munthaza
Road.
Najma
3 & 9 – The only two (2) Good Condition buildings on the north side of Mansoura that
should be avoided due to condition and multi-story status. Image 3 is a candidate for
acquisition due to all adjacent buildings being in Poor condition. Most buildings along
this stretch are in Poor Condition;
23-25 – The buildings consist of the Mosque, an New Construction and Good
Condition. These buildings set the parameters of the roadway design where they
should be avoided. Demolishing the buildings across Najma are acceptable due to the
Poor Condition as shown in Images 16-21.
Munthaza
The entire west side of Munthaza between B-Ring and C-Ring Roads has been
acquired. All Vacant Parcels and structures are to be removed for road improvements;
1 – School in Poor Condition and should be demolished. A Special Use District is
planned for this Parcel to include Rail Station elements. Improvements should
transition in to any proposed plans for the new District;
3-6 – Buildings are in Good Condition south of the school. Avoid if possible due to the
road widening occurring on the west side;
17 – Acceptable buildings should be avoided. Road widening to occur on west side;
25 – Large parcel of s-f residential is being acquired for future retail mall development;
30-31 – Existing Holiday Villa resort. Avoid this property which is currently a good
anchor at Munthaza and C-Ring Roads. High acquisition and demolishing costs make it
prohibitive.
40. Existing Building Conditions Survey
Land Acquisition and Roadway Improvements Strategic Approach
Following the site survey and analysis of the existing building conditions, a strategic
approach was formulated to best identify the methods of land acquisition and
demolition of structures within the corridors. Varying factors played roles in the
determination of which buildings would be acquired.
Where multiple buildings were grouped together creating longer stretches or blocks
that could be acquired, these were ideal candidates for acquisition on one side of
the road and minimizing impacts to the opposite side. The results clearly were
identified where roadway and utility improvements should occur and assisted in the
focus of design options that should be generated.
Specific recommendation for road side impacts include:
Mansoura – The entire south side can be impacted due to aged and poor condition
buildings. The north side of Mansoura has newer buildings and future plans for
residential and retail development. A rail station is planned for the old girls adjacent
to Najma Road.
Najma - Starting at B-Ring Road, Najma has newer mid-rise multi-family buildings
on the east side going southward. The east side should remain unimpacted. The
west side consisting of a large ASHGAL facility is a prime candidate for acquisition
and removal to accommodate road improvements. Continuing driving southward.
The side of the road to be impacted switches sides. This is ideal in a larger context
where Najma needs to be re-aligned at Mansoura to greatly improve traffic flow.
Continuing southward on Najma through the Mansoura intersection, the east side of
Najma from Mansoura to the first round-a-bout consists of poor condition buildings
is the choice for the side to impact. The west side of Najma consist of a newer
Mosque at the corner of Mansoura and good condition buildings with one new
building under construction.
Mansoura Road – South (right) side buildings
in poor condition, candidate for acquisition and
removal.
Mansoura Road – South (right) side buildings
in poor condition, candidate for acquisition and
removal.
Najma Road – East (right) side buildings in poor
condition, candidate for acquisition and removal.
Najma Road – East (right) side buildings in
poor condition, candidate for acquisition and
removal. Newer good conditions buildings to
the west (left).
Najma Road – East (right) side buildings in poor
condition, candidate for acquisition and removal.
Newer good condition buildings to the right in
distance.
Najma Road – West (left) side ASHGAL
buildings in poor condition, candidate for
acquisition and removal. Newer good
conditions buildings to the east (right).
41. Existing Building Conditions Survey
Munthaza (B-Ring south to C-Ring) – The entire west side can be impacted due to
properties having already been acquired. Minimal impacts to the east side are
anticipated.
Munthaza Park is currently under going re-master planning efforts and park
improvements will be taken in to consideration during road design options.
A planned shopping mall on the east side, south of Mansoura is planned and careful
consideration of road improvements will need to take in to account planned ingress
and egress points, pedestrian circulation and signalization with staggered side street
junctions.
Munthaza Road – West (right) side buildings in
poor condition and vacant parcels, candidates
for acquisition and removal.
Munthaza Road – West (right) side buildings in
poor condition and vacant parcels, candidates
for acquisition and removal.
Munthaza Road – West (side buildings in poor
condition and vacant parcels, candidates for
acquisition and removal.
Munthaza Road – West (side buildings in poor
condition and vacant parcels, candidates for
acquisition and removal.
Munthaza Road – West consists of Munthaza
Park which is under re-master planning by the
Parks Department.
Munthaza Road – East side buildings consist
of newer higher end buildings. Shown is the
Holiday Villa Resort at the corner of Munthaza
and C-Ring Roads.
60. Existing Building Conditions Survey
Avoid – Mosque in Good
condition and due to acquisition
and removal costs.
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
Avoid – Mosque property.
Road design should take in to
account and avoid.
Avoid – New construction, cost
of acquisition is lower now prior
to completion. Candidate for
acquisition and removal.
Mansoura Road – Al Matar to Najma
2a1 2 3
2a
2
3
Constraints Plan
Avoid – New construction, cost
of acquisition is lower now prior
to completion. Candidate for
acquisition and removal.
3a
3a
Reference Photos
Najma
Souq Haraj
No serious constraints throughout
this zone. Both sides of road not
constrained by any one building.
1
Roadway Constraints Plan
* All remaining buildings are candidates for acquisition and removal
61. Existing Building Conditions Survey
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
Avoid – New construction, cost
of acquisition is lower now prior
to completion.
Mansoura Road – Najma to Munthaza
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
Avoid – New construction, near
completion.
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
Avoid – Building in Good
condition and due to acquisition
and removal costs.
Avoid – Building in Good
Condition and due to acquisition
and removal costs.
6a4 5 6
7 8 109
5
4
66a
7
8
9
10
Constraints Plan
Reference Photos
North side of Mansoura contains Good
Condition and New Construction
parcels. .Avoid if possible.
Roadway Constraints Plan
* All remaining buildings are candidates for acquisition and removal
62. Existing Building Conditions Survey
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
Avoid – Mosque, it is a
candidate for removal due to
Poor and Acceptable condition
adjacent buildings.
Avoid – New construction, cost
of acquisition is lower now prior
to completion. Candidate for
acquisition and removal.
Avoid – Building in Good
condition and due to acquisition
and removal costs.
Avoid – New construction, near
completion. Acquisition and
removal costs exceed limits.
Avoid – New Construction and
due to acquisition and removal
costs.
1211 13
14 15
Mansoura Road – Najma to Munthaza
13
11a
11
14
15
11a
Constraints Plan
Reference Photos
12
Roadway Constraints Plan
General Notes:
1. The north side of Mansoura should be avoided to the number of
New Construction and Good Condition buildings through this
stretch;
2. Shopping Mall proposed on the south side of Mansoura at
Munthaza Road;
* All remaining buildings are candidates for acquisition and removal
63. Existing Building Conditions Survey
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
Avoid– Mosque property. Road
design should take in to
account.
New construction, cost of
acquisition is lower now prior to
construction completion. Candidate
for acquisition and removal.
Najma Road – North of Mansoura
4
18
19
20
18
19
20
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
19a
19a
Constraints Plan Reference Photos
Mansoura
4
Roadway Constraints Plan
* All remaining buildings are candidates for acquisition and removal
General Notes:
1. The east side of Najma contains Poor Condition buildings and a
vacant parcel. Image 19a is the only building in Good Condition. Re-
alignment of Najma can bypass this building to gain the needed room
for improvements. Opportunities for greenspace will be available .
64. Existing Building Conditions Survey
Avoid – Building in Good
condition and due to acquisition
and removal costs.
Avoid – New Construction and
due to acquisition and removal
costs.
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
Avoid– Good Condition,
Acquisition and removal costs.
21
22
24
Najma Road – South of Mansoura
21
22
24
Constraints PlanReference Photos Reference Photos
25
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
25
5
5
Roadway Constraints Plan
* All remaining buildings are candidates for
acquisition and removal
General Notes:
1. The west side of Najma should
be avoided. The east side is a
prime candidate for acquisition
and removal. All buildings on the
east side are in Poor Condition.
65. Existing Building Conditions Survey
Avoid – Hotel in Acceptable
condition and due to acquisition
and removal costs.
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
Avoid – Good condition,
acquisition and removal costs
Avoid– Building in Good
Condition and road improvements
will be constructed on the west
side of Munthaza
Munthaza Road – B-Ring to C-Ring Road
6a
27
27
6a
26
26
Constraints Plan
Reference Photos Reference Photos
Roadway Constraints Plan
* All remaining buildings are candidates for acquisition
and removal
General Notes:
1. The west side of Munthaza has been
acquired for necessary road
improvements. The east side of
Munthaza should not be affected.
28
28
66. Existing Building Conditions Survey
Avoid– Hotel in Acceptable
condition and due to acquisition
and removal costs.
Avoid – Building in Acceptable
condition and due to acquisition
and removal costs.
Avoid– Holiday Villa resort
complex with existing strip center
demolished along C-Ring Road.
Munthaza Road – B-Ring to C-Ring Road
31
30
29
30
31
29
Constraints Plan
Reference Photos Reference Photos
Roadway Constraints Plan
* All remaining buildings are candidates for acquisition
and removal
General Notes:
1. The west side of Munthaza has been
acquired for necessary road
improvements. The east side of
Munthaza should not be affected.
Munthaza Park
Future
Shopping
Mall