CHAPTER 1.

INTRODUCTIO
N

Background
The Post independence development in India has been associated with a
number of economic developments programme in the various fields like
agriculture, industry, marketing, infrastructure and certain another sector. The
urban centers have been local points for entrepreneur’s investment. This has
resulted into fast growth of urban centers over the recent years. As per 2011
census data the Municipal Corporation population was 30.46 lakh, migration
has been the major factor in urban growth according for more than the total
urban growth.
The impact of fast urban growth in the towns of Rajasthan is quite evident as
most of the new development have taken place in haphazard manner. In
absence of a proper planned road network or city development plan, the
residential colonies grew up in a much unplanned manner. This has resulted
into the lack of proper infrastructure facilities in the town leading to chaotic
conditions and related problems.

Project Study Area

Temple Shri Ramchandra Ji, Sirahdyodi Market Badi Chopad, Jaipur is situated
in the center of the city adjoining the world-famous Historical Monuments
Hawa Mahal, Jantar Mantar and City Palace Jaipur, Metro Stations Choti
Chopar and Badi Chopar, main commercial markets and other city level
activities are organized nearby. The site is ideally situated for on ground
Parking, Museum for Display of antique items from the temples which comes in
jurisdiction of Devsthan Department & Office for Devsthan Department so as
not to disturb the Surrounding area.

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 CHAPTER 2.0
STUDY AREA
PROFILE

Introduction
Location:
Jaipur city is the capital and largest city of the Indian state of Rajasthan. Its
municipal boundary of the city extends from 26⁰46' N latitude to 27 ⁰01'N latitude and
75⁰39'E longitude to 75⁰57'E longitude. The city is surrounded by the Nahargarh hills
in the north and Jhalana in the east, which is a part of Aravalli hills ranges. To its south
and west the city is surrounded by isolated and discontinuous hillocks. The southern
end of the city is an open plain stretching far and wide towards Sanganer and beyond.
The city was initially located within the walls with the rocky streets providing an easy
drainage system on either side of the city but the later extension of the city took place
towards the south and west on the alluvial plains formed in the confluence zone of the
Amani Shah Nala in the west and Jawahar Nagar Nala in the east and beyond.

Jaipur, the capital city of the Indian state of Rajasthan is situated in the eastern
border of Thar Desert, a semi-arid land. This state is one of the biggest of the country
which shares the international boundary with Pakistan on the western side. Jaipur is
popularly known as the pink city and is one of the well-planned cities in India,
apparently, also the first. It is positioned at an altitude of 1417 feet above the sea level.
On three sides, the city is enclosed by the Aravali hills and this is why, it is
safeguarded from the rough desert. In the north, it is surrounded by Sikar and
Mahendragarh district; in the south by Tonk; in the east by Alwar, Dausa and Sawai
Madhopur; and in the west by Nagaur and Ajmer district.

The total length of Jaipur extending from east to west is about 180 km whereas the
width from north to south is about 110 km. The main rivers passing through the Jaipur
are Banganga and Sabi. About 28.65 million cubic meter ground water resources are

available in Jaipur. To provide the drinking water to the old city, there is
Ramgarh dam on the River Ban Ganga. The main minerals of the city are copper, iron,
dolomite,
white marble, glass and silicon. Sambhar Lake, which is the only natural lake
with salty water is also the leading source of good quality of salt in the state as well as
country, is very close to Jaipur.

The city is well-known among pre-modern cities for the width and evenness of the
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 streets which are divided into six sectors separated by broad streets of 34 m (111
ft.) wide. These sectors are called as urban quarters which are further segmented by
the network of interconnecting streets. Around the east, west and south sides of a
central Palace quarter, five quarters enfold with a sixth one right away to the east. This
Palace quarter surrounds a sprawling palace complex i.e. Hawa Mahal, formal
gardens, and a small lake. The Aravali hill in the northwest end of the Jaipur is
crowned by the Nahargarh Fort which was once the home of the King Sawai Jai Singh
II. From the location of Jaipur, one is able to reach the other main cities of the country
through the various means of transport. One can easily reach Delhi, Agra and other
nearby cities through the network of roads, air and rail.

Connectivity:
By Air
Jaipur International Airport located in the satellite town of Sanganer, 11 kms from the
city centre is the main air gateway to Jaipur. There are direct flights to major Indian
cities like Delhi, Mumbai, Kolkata, Bangalore, Udaipur, Jodhpur, and Aurangabad and
there are international flights from jaipur to Sharjah, Abu Dhabi, Dubai, Muscat. The
up gradation of the Jaipur airport has led to improved connectivity and wider choice
of services to air travellers, boosting international tourism and economic development
of the region.

Railways

Jaipur is connected to New Delhi and all main cities in India.From Delhi, there are
many trains that connect Jaipur and other cities in Rajasthan. Palace on Wheels is the
most well-known train mainly used by tourists. Other important trains include,
Shatabdi Express, Jaipur-Delhi double decker and Pink City Express both from Delhi.

Roads

Jaipur is well connected to all the major cities around the state of Rajasthan. The
National Highway No 8 links Delhi-Mumbai via Jaipur, Udaipur, National Highway
No 12 links Jaipur-Jabalpur via Kota, Jhalawar, Bhopal and National Highway No 11
links Agra-Bikaner via Jaipur. RSRTC operates bus service to all the parts of Rajasthan,
New Delhi, Uttar Pradesh, Haryana, Madhya Pradesh and Gujarat. Jaipur is part of the
Golden Travel Circuit of India that includes Delhi, Agra, and Jaipur.

Local-Transport

Taxis and autos are the most convenient way of moving inside the city as well as to
reach some of the locations in the proximity. To move inside the city, you can also look

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for cycle rickshaws, which are easily available and much cheaper than other
transportation modes.
Jaipur City Transport Services Limited (JCTSL), RSRTC under JNNURM, operates City
buses. The three major bus depots are Vaishali Nagar, Vidhyadhar Nagar and
Sanganer. Private cabs are also avaliable like Metro, Meru, Ola and many more.

Jaipur-Metro

A rapid transit rail project by the name Jaipur Metro is under progress. It will provide
means of faster commuting for the city residents. Jaipur Metro phase-1A is started and
is connecting Mansarover to Chandpole and Phase 1B will be started soon from
Chandpole to Badi Chopar via Choti Chopar.

Climate:
Jaipur city falls under the semi-arid of climate and experiences a continental type of
climate owing to its proximity to the desert and inland location. It is characterized by

hot summers and cold winters. The mean temperature of Jaipur is 36°C varying from
18°C in winter (January) to 45°C in summer (June). The normal rainfall of Jaipur is 600
mm nearly 90 percent of 41 which takes place in the summer monsoon period from
(June to September) and the rest comes from the winter cyclones. Temperature and
Rainfall The month of May experiences the maximum temperature and January
experiences minimum temperature. Jaipur city recorded the maximum temperature of
45.2°C and minimum temperature of 2.5°C in the year 2001 and the maximum
temperature of 45.7°C and minimum temperature of 2.2°C in the year 2011.

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 (Source: http://www.imd.gov.in/)
Figure 2.1: Monthly variation in temperature of Jaipur city

Monthly variation in temperature of Jaipur city Heat wave prevails for a few
days when day temperature rises 4°C to 6°C above normal. During winter season,
minimum temperatures remain at about 4°C to 9°C and fall below 0°C when chilly
winds (northerly) blow from the Himalayan region. Mist and Fog occur in the morning
hours after passage of western disturbances. The minimum temperature of -2.2°C was
recorded on 31st January, 1905 and 16th January, 1964. The surge in temperature starts

from April and peaks in the month of June. The downward trend in
temperatures commences in September and continues up to January.
The mean annual rainfall is around 60 mm. Maximum rainfall is 198.8 mm
which occurred in the month of August in 2006. Rainfall increases from the month of
June when thundering activities start, and July and August are the rainiest months.
Monsoon withdraws in the middle of September. Rainfall decreases sharply in
October and November.

(Source: http://www.imd.gov.in/)
Figure 2.2: Monthly average precipitation of Jaipur City

Figure 2.2 shows the month wise average rainfall of Jaipur for the period from
2004 to 2008. Dust storms occur frequently during summer months leading to increase
in particulate matter in the atmosphere. The monsoon season witnesses least pollution
due to frequent washout of pollutants along with rains.

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Wind
Wind is also an important climatic factor affecting the environmental conditions
of any region. In Jaipur, the average annual monthly wind speed varies from 3 to 10

kmph. Wind speed reaches its maximum in summers due to dust storms
(Figure 2.3). Maximum wind speed recorded in Jaipur was 11.3 kmph on 31st May,
2008.

(Source: http://www.imd.gov.in/)
Figure 2.3: Monthly average wind speed of Jaipur city in 2008

Humidity
Humidity The higher humidity in urban areas viz. rural areas can be explained
by different moisture sources and by different energy balances in their respective
environments. Studies being carried out with the rural and urban air humidity
differences reveal found that urban humidity is higher than humidity in rural areas
(Unger, 1999). This is due to the fact that the moisture capacity in air in urban area is
higher than the rural area because of the higher urban temperature.
Jaipur records the lowest humidity in the month of April. May onward
humidity picks up and increases gradually to reach its highest in the month of August.
Subsequently it decreases slowly up to the month of November. But again, shows an

increasing tendency for two months of December and January. Monthly

humidity data have been shown in Figure 2.4. Highest relative humidity is in the
month of August.

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 (Source: http://www.imd.gov.in/)
Figure 2.4: Monthly normal relative humidity in Jaipur city (2008)

FORESTS AND BIODIVERSITY

About 4 percent of total area of district is under forest. Subsidiary edaphically
types of dry tropical forest are found in the district where Dhok or Dhokra is the most
common tree. Other species found are Adossa, Gurjan, Salar, Jhingha, Babul, Siris, Bar,
Gular, Pipal, Shisham Peelu, Hingota, Karaya, Khejra, Kair and Jamun. The timber
obtained from the forest is utilized for the manufacture of agricultural implements
besides being used for roofing as well as fuel source.

Table 2.1: Temporal change in area under forest cover in Jaipur city
(Source: Forest Survey of Rajasthan, India (FSI), 2011)

In Jaipur District, total recorded area under forest is 631sq. km, which includes
reserve forest protected forest and other forests (FSI, 2009). The forest cover estimated
from satellite images of Jaipur city were 57.33 sq. km in 2011 shown is in Figure 2.5 (a).
Total area under forest has decreased by 10.93 sq. km in the last decade of 2001-2011.

Topography, Physiographic & Geology:

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The general slope of Jaipur city and its surroundings is from north to south and then to
south-east. Nearly all ephemeral streams flow in this direction. Higher elevations in
the north exist in the form of low, flat-topped hills of Nahargarh (587 meters). Jaigarh,
Amber and Amargarh hills are deeply dissected and eroded. An isolated hillock called
‘Moti Dungri’ upon which an old royal castle exists is near the Rajasthan University.
Further in the south, topographical levels of the plain areas varies between 280 meters
along Bandi and Dhund rivers to some 530 meters in the north-east of Chomu near
Samod hills. The overall trend is a decline of slope from the areas bordering the hills in
the north to low lying gentle plains in the south.

Jaipur city situated in middle part of Jaipur District in Rajasthan. The area is a Pedi
plain covered with thick alluvium and aeolian deposits of Quaternary age. A few
isolated, linear ridges and hillocks trending ENE-WSW to NE-SW form prominent
landmarks in the northwestern part of the area. The maximum height near Kalwar is
515m above mean sea level. Meta-sedimentary rocks, metapelites, migmatites and
gneisses of Precambrian age occur in some rocky outcrops and also concealed under
thick cover of alluvium and aeolian sand. Jaipur city is covered with several soil units
and also some other physical features such as sand dunes, rocky outcrops, water
bodies etc. Sandy soil with severe erosion and high salinity and shallow skeletal soils
are major limiting factors affecting crop choice in the region. Soils of the Aravalli
landscape are mainly derived from the argillaceous deposits composed of slates,
phyllites and mica schist along with granite and quartzite.

DRAINAGE SYSTEM
The natural drainage of the Jaipur city is largely guided by erosion. Figure 2.5 (b)
shows the drainage network of JMC area. Intense gully erosion characterizes the city
particularly the northern hilly region. Dhund River and Amanishah nala form a fork
like drainage pattern in the confluence zone in which the major part of Jaipur city is
situated. The Amanishah nala originates from the western slopes of Jaigarh hills and
flows northwards in the upper reaches, turns south and south-west in its middle
course and flows towards east with a broad semi-circular course. Further downstream
it joins the Dhund River. There is another small drainage system in the northern
foothills which presently discharges the city’s waste effluents into an artificially
impounded lake called the Jal Mahal (Man Sagar). Jal Mahal Lake is now a large
cesspool of effluent waste water changing its profile from muddy water mixed with
effluents and sludge during rainy season to a dried large puddle surrounded by
parched Assessment of Impact of Urbanization on Micro-Climate in Jaipur Urban
Complex based on Satellite Derived Parameters 46 earthen floor during summer
season. The Jaipur municipal area has an adequate planned storm water drainage
system.
Surface Water

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For Jaipur city, most of the surface water sources originate from nearby hills which act
as drainage channels for rainwater. The city is drained by a number of seasonal rivers,
of which Banganga, Dhundh and Bandi are prominent. There is no perennial surface
water source in the city. Amanishah Nallah is a seasonal stream that flow from north
to south near the city. Dhund river to the east of the city. Ramgarh Lake was the main
source of supply more than 30 years back but has now dried up.
Ground Water
In Jaipur city ground water quality is variable with some areas largely within
permissible limits as per Indian Standard (IS) 10500, and concentrations of nitrates and
fluorides exceeding limits in other locations. The widespread use of septic tanks
throughout the city is possibly one factor contributing to the high concentration of
nitrates in the groundwater. The wastewater from soak pits leaches into the ground
and contaminates the groundwater strata (LEA & CEPT 2005). The drinking water
standards provide for monitoring or regulating only chemicals and metals in water,
but not the bacteriological counts (IS 10500). Thus, the extent of fecal contamination of
tube-well drinking water in the city is not known but the high presence of nitrates
could be considered a proxy indicator.

Figure 2.5: (a) Forest cover in JMC area and (b) Drainage network of JMC area

Demographic Profile
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 The population in Jaipur city has increased more than 10 times in the last 50
years. In 1900 the population of city was only 1.6 lakh. In 2001 Jaipur Municipal
Corporation had population of 23.22 lakh which reached to 30.46 lakh in 2011.
Regarded as one of the fastest growing cities in the country, it has an average annual
growth rate of 2.38 percent as compared to the national urban growth rate of
approximately 2 percent in 2011. The annual average population growth rate from
1971 to 1981 was in the range of 3.67 and 3.73 percent. Thus, population growth rate
was the highest in the year 1981 but it declined sharply by 2.69 percent in 2001 and
10.86 percent in 2011. The current sex ratio of Jaipur city stands at 909 females per 1000
males. The city population is increasing at a rate of 2 percent every year.

(Source: Census of India 1941, 1951,1961, 1971, 1981, 1991, 2001 & 2011)
Table 2.2: Rate of population growth in Jaipur City (1941 -2011)

Population Distribution
The total population of Jaipur city according to the 2011 census is 3.04 million
and has shown a consistent increase in the past 50 years. Table 2.2 shows the trends of
city’s population growth over past eight decades. The distribution of Assessment of
Impact of Urbanization on Micro-Climate in Jaipur Urban Complex based on Satellite
Derived Parameters 49 population is very uneven at ward level. Detailed ward wise

population distribution of 2000 and 2011 has been enclosed as Appendix 2 & 3.
Inter-ward contrasts are due to varying size of the wards and wide variations in their
resource bases. The population has increased by 7.2 lakh (Figure 2.6) during the past
decade. The area of JMC from 200 sq. km in 1991 to 218 sq. km in 1991 and further to
288 sq km in 2001 due to the addition of Bagru, Bassi and Chomu tehsils in the
municipal area. 86 percent of the total population lives in the JMC area, of which 14

percent lives in the walled city. While the proportion of population living
within the JMC has increased (primarily due to expansion in area), the proportion of

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population in the walled city has declined in 2011. This can be regarded as positive
phenomenon as the walled city is already very densely populated.

(Source: Census of India 1981, 1991, 2001 & 2011)

Figure 2.6: Growth in population size of JMC area

The walled city has a spatial extent of only 6.7 sq. km housing nearly four lakh
people. A per 2011 census the population of walled city has declined in 2011 as
compared to 2001. The reason for this is out movement of inhabitants from the area to
new residential colonies being developed in peripheral part of the city for better living
environment.

Population Density
Population density is an important measure to analyze population distribution.
Jaipur city’s population density of 6523 persons sq. km is much higher than 1981
population density (2624 persons sq. km). Figure 2.7 clearly shows that the population
density of the walled city area is 42008 persons sq. km in 2013 as decreased by 16201
persons sq. km in 1981. The total area of the walled city is 6.7 sq. km (2.32 percent of
the total area of JMC) in 2001. This is despite the fact that density has declined from
1991 to 2013. Figure 2.7 shows the population density of JMC area as a whole for
different years. It is evident that the rest of the JMC area has relatively low population
density. But in 2011 it was higher as compared to 2001. In 2001 population density of
JMC was 5027 persons sq. km which increased phenomenally by 1566 persons sq. km
to 6593 persons sq. km in 2011.

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 (Source: Census of India 1981, 1991, 2001 & 2011)
Figure 2.7: Temporal change in population density of JMC area

Population Growth Rate

Population growth is the change in the number of inhabitants of a territory
during a specific period of time. If the population of a given area increases in a specific
period of time, it is called positive change. At present, in most parts of the Jaipur city,
the population change is almost invariably positive. The Jaipur city population has
been growing at varying rates ever since 1971. Over the period from 1951 to 2011
overall increase in the city’s population has been 5 times as per census report.

(Source: Census of India, 1951,1961,1971,1981,1991,2001 & 2011)

Figure 2.8: Temporal changes in annual average growth rate of population

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 The population of Jaipur city grew at an accelerated rate which rose from 3.67
percent in 1971 to 3.46 percent in 2001(figure 2.8). After 1971 it has been observed
declining trend. In 2011, the average annual growth rate of population declined to 2.38
percent. The major growth has occurred outside the walled city area. The population
growth within the walled city was nearly equal to that of the rest of the JMC area
between 1981-1991. However, between 1991-2001, the walled city has witnessed a
decline in population growth rate as compared to JMC area which has increased partly
due to migration and also due to expansion in the JMC area.
Migration Pattern
Jaipur city attracts population from all parts of the state. The proportion of in-
migrants to the total population of the city in 1991 was 29 percent which decreased to

27 percent in 2001. However, the absolute number of migrants to the city has
been increasing. From 1991 to 2001 nearly 2 lakh migrants were added to the city
increasing the number of migrants from 4 lakh to 6 lakhs. The characteristics of
migration have been briefly assessed in the following sections

. (Source: Census of India 1991, 2001, 2011 & CDP report 2001) Figure 2.9:
Comparison of rural-urban migrants in 1991, 2001 and 2011
The rural–urban migration pattern shows that almost equal of number of
people from both villages and different towns and cities came to Jaipur in the census
year 1991. As per 2001 census the in-migrants from urban area increased to 53.4
percent and the share of rural in-migrants decreased to 46.6 percent (Figure 2.9). This
implies that population from lower order urban centers are migrating to Jaipur for
better opportunities. 70 percent of the in-migrants to Jaipur were from Rajasthan in
1991 and 30 percent from other parts of the country. In 2001 the state share decreased
by 2 percent and the national figure rose to 32 percent. Nearly 35 percent migrants in
1991 were from within Jaipur district and nearly 65 percent from other districts of the
state.

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 In 2001 the in-district figures decreased by 10 percent and outside-district figure
grew by 10 percent. Trends suggest that Jaipur is gaining importance as a favored
destination not only within the state but also at the national level.
The main force causing migration to the city have been employment, marriage
and members moving along with the households which include mostly the old, the
females, children and domestic helps. Employment accounts for nearly one-fourth of
the total migrants to Jaipur. The second important reason for migration is marriage.
However, the number of in-migrants in this category has decreased from 28 percent in
1991 to 17 percent in 2001. The increase in number of in-migrants is due to increase in
number of jobs especially in commerce and services and in industries to a lesser extent.
As per the Master Plan 2011 nearly 36 percent of the migrants work in the informal
sector.

Other Socio-Economic Characteristics

In 1981 and 1991 Jaipur was an urban agglomeration (UA) consisting of the
JMC, Sanganer Municipality, and Amber Notified Area Committee (ANAC). In 2001
the city lost the UA status and became a Municipal Corporation. Since Jaipur was not
as UA in 2001, all socio-economic data are of the JMC. Its literacy rate as per the 2001
census was 78 percent, consistent with the national trend and higher than in 1991 (70
percent). The workforce participation rate in 2001 was less than one-third (30 percent),
which is lower than the national average but higher than that for municipality in 1991
(28 percent). Main workers constitute 81 percent of total workers. The percentage of
JMC’s marginal workers (out of total workers) was only 0.71 percent in 1991 but
increased to 7.3 Assessment of Impact of Urbanization on Micro-Climate in Jaipur
Urban Complex based on Satellite Derived Parameters 54 percent in 2001, which
shows increasing incidence of unemployment. The classification of workers in
different categories shows that the share of the cultivators and agricultural laborers in
the total workers increased from 2 percent in 1991 to nearly 5 percent in 2001.
TRANSPORT
Figure 2.10 shows the transport network of the city. National Highway No.8
links Delhi to Mumbai, National Highway 12 links to Kota, and National Highway 11
links Bikaner to Agra, passing through Jaipur. RSRTC operates bus services to all the
parts of Rajasthan and New Delhi, Uttar Pradesh, Haryana, Madhya Pradesh and
Gujarat. Jaipur is well connected to Delhi and all main cities viz. Alwar, Ahmedabad,

Mumbai, Pune, Bangalore, Hyderabad, Kolkata, Coimbatore, Chennai,

Chandigarh etc through railway network.

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 Figure 2.10: Road and railway network of JMC area

Registered Vehicle Fleet

Since last decade, vehicles are increasing at faster rate in the city. The increased
socio-economic status of the residents, the availability of easy financing for
automobiles, lack of integrated mass transport system and the increased need
for use of transport for daily journeys have resulted in steep growth of vehicle

ownership in the city. With more workers in industry and trade and commerce,
daily traveling distances are more and so are the needs for transportation.

Jaipur Master Plan -2025

Sectoral Policies Outlined in Master Plan
Jaipur Master plan prepared by the State government out lined that
special attention should be given in whole city infrastructure development
Under various improvement and infrastructural development of that area may
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 include providing up- gradation of facilities, infrastructure and environmental
improvement, where provision of all necessary infrastructure development,
should be taken up.
Linkages of The Project to The Master Plan.
The project work is totally in cognizance with the Master Plan proposals
as suggestions. As such the project is in accordance to Master Plan proposals.
Parking Infrastructure in Project.
The study recommended development of off-street parking lots located
at Ramchandra Ji Temple at Sirahdyodi Market, Badi Chopad. About 20
Equivalent Car Spaces. The total area proposed is 3792.00 Sq.Mts.

CHAPTER 3.0

PARKING DEMAND ESTIMATION FOR PROPOSED

FACILITY

For carrying out parking demand estimation for proposed parking lot at Old
Atish Market (MGD Market), consultants have identified and analyzed various

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 influencing factors, which will guide the parking, demand temporally and
spatially in city. These influencing factors include:

 Private vehicular access policy inside markets in the influence area

 Parking enforcement in terms of no parking zones and other spatial and
temporal restrictions
 Supply of off-street parking
 Public transport connectivity
Each of above-mentioned policy parameters were finalized in line with the field
conditions to obtain most realistic estimate for parking lot.

Demand Management Policies

Based on the site visits, stake holder’s consultations and results of opinion and
willingness to pay, suitable policies are proposed under which parking
management in the influence area can be achieved in an effective and efficient
manner.
Parking Demand Estimation
Parking demand estimation is carried out based on peak accumulation for
normal working day, as it is higher than the non working day accumulation.
The methodology of parking demand estimation for Old Atish Market (MGD
Market) is included in following steps:
 Analysis of Parkers Segments and their characteristics.
 Identification of potential segment for proposed lot based on preference for
parking duration, walking distance from parking lot and origin destination
of trips etc.
 Estimation of total parking demand for at Old Atish Market (MGD Market).
Demand estimation is carried out as discussed below:
As per the methodology described above, parking

Parkers Segments
The parkers in the influence area can broadly be categorized under following:
 All-day shopkeepers/workers: These shopkeepers/workers need to stay all day
in- city and need access to parking while they are on-their work. This
parking segment from influence area can be diverted to at Old Atish Market
(MGD Market) after appropriate pricing mechanism.
 General Visitors: These visitors come to city to see Historical Monuments
surrounding, shop, or use recreational facilities. Their stays are usually for
one or four hours. A proportion of these visitors will use proposed parking
lot based on their origin & destination.
 Short-Term Visitors: These visitors come for visiting for retail shopping. The
duration of parking for this segment is 30 to 60 minutes. A part of this

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 segment is expected to shift to the proposed parking lot based on their
location of activity in the influence area.

Parking Pricing
An important component of a parking demand management is pricing. The
primary objective of setting prices on parking, for parking facility
owners/operators are:
 Recovering full or part cost of parking from users.
 Differentiating prices among different users to achieve economic, strategic,
or policy objectives.

 Reducing the incidence of private vehicle trips, vehicle miles of travel, and
the need for parking spaces associated with private vehicle travel.
Pricing suggested for proposed parking lot at Old Atish Market (MGD Market) ,
are given below:
Proposed Parking Fee Structure at Old Atish Market (MGD Market)

Parking charges at are suggested under two categories to cover various

segments of parkers. The pricing is decided based on existing practice and
willingness to pay for the proposed facility. These are described below:
 General Parking: This will be available for general public and pricing will
vary with duration of use. The pricing for this category will be as per Table
Table Proposed Parking Fee Structure at Old Atish Market (MGD
Market) (General)

Duration Parking Fee (Rs.)

Car 2- Wheeler
0-8 hours 100 10
> 8 hours 200 20
Multiple Entries 200 40

Parking charges are proposed to be revised every 3 years.

CHAPTER 4.0

Project Components

Jaipur Nagar Nigam has prepared the Project with the objective of obtaining the
finances for this project and sub-sequent implementation of the parking project

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 in the cost-effective manner. The report thus incorporates the entire essential
component necessary for satisfactory implementation of the project.
The component of the project consists of:
1. Topographical Survey
 Survey has been conducted with Total station of allocated site.

2. Soil Investigation:

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  Soil testing at site done with make Three numbers of Bore hole and
SPT test conducted up to 9m depth. (Testing report is attached with
this report)

3.

3. Construction of parking and landscape and facilities.

4. The Fare Cost estimates of the above work have been given in the
Appendix mate as follows:
Conventional Parking: Rs. 1504.81 Lacs
1. There was a need of providing parking space in the town.
2. To make it economically viable Parking charges, pay and use toilet
have also been proposed to be built up on the ground floor.

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 CHAPTER 5.0

Methodology

Keeping in view perspective Town Plan the importance of strengthening

improvement & development of infrastructural facilities, amenities and services
is the immediate need today. By development of Basic Infrastructure of town,
the living environment of town improves. Keeping in view this direction the
present project has been taken up to ease out and remove problematic
conditions. This type of development is not only to be taken up in the area to be
developed but also in other adjacent problematic areas for improving the
conditions with regards to drainage, environment. The general methodology for
above followed shall be as under.

Methodology Adopted for Preparation of DPR

I. Collection of traffic data.
II. Collection of Data & Socio-Economic study.
III. Field studies & Investigation of sub soil condition.
IV. Critical analysis of studies.
V. Existing condition of parking scenario.
VI. Design of underground parking, landscaping.
VII. Preparation of drawings.
VIII. Estimate, Costing
IX. Analysis of abstract.
X. Project Report Preparation.

CHAPTER 6.0

Field Studies & Investigations

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 For preparation of such projects, huge quantities of field data are required to be
collected. These data further required to be supplemented by field studies
require thereof. Field visits were made by a team of Engineers to collect the
necessary inputs required for preparation of plans, and problems likely to be
faced during various phases of implementation of the project and subsequent
operation and maintenance.

Data collection
a. Collection of all types of maps of the Town.
b. Parking data of site.
c. Sub soil conditions relating to nature of soil at different levels.
d. Ground water at various depths.
e. Conducting topographical survey to mark the levels along the surrounding
roads and streets.
f. To conduct extensive reconnaissance to identify drainage zone.

Land Survey.
Plain table/ Total Station survey of Parking area and surrounding
area.

Architectural Design Concept

The chapter intends to explain the broad concept of the architectural
design of the parking facilities including built-up area details, finishes, layouts
etc.
The designs as developed and shown in the enclosed drawings have
been prepared after giving due consideration to all the relevant factors
including the project brief, nature of the site, applicable development control
rules, requirement of various services system including the requirements of
parking facilities for cars and 2-wheelers, apart from all other technical,
aesthetics and economic considerations.
After examining the traffic demand, availability of open space in the
area, extent of parking shortage development cost and desirable walking
distance, the Old Atish Market (MGD Market) has been identified for development
of off-street underground parking complex.

Site Description - Old Atish Market (MGD Market)

The site is centrally located and direct approachable to Main Markets, Tripolia
Bazar, Gangori Bazar, Choura Rasta, Hawa Mahal Bazar, and also convenient
for Hawamahal, Jantar Mantar, City Palace visiting tourists.

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 The area is particularly suitable for construction of proposed parking as
it has abundant open land and circulation space with approach from all the four
directions and is in close vicinity to the city. Also, the area is under direct
jurisdiction of the municipality

Identification of Design Issues

 Underground parking facility to be proposed keeping the surface open
for commercial & other activities since it will cause least intrusion into
the aesthetics of the place.
 Entry/exit system for the underground parking from the adjacent roads
with minimum hindrance to the existing traffic system.
Explanation of the Proposed Design
The design concept has been developed on the basis of the analysis given
hereinbefore. The concept has been developed as a direct response to the given
parameters of the site controls and project requirements.
To achieve the above outlined objectives, it is proposed to
construct underground parking facilities at Old Atish Market (MGD Market).
The facility is proposed to accommodate around 246 ECS & 150 Two-Wheeler.
It is proposed to maintain the grandeur of the Old Atish Market (MGD Market)
by landscaping and traditional Jaipuri Architectural design on the terrace of the
basement parking.
Old Atish Market (MGD Market) - Statement of Areas
Sl. No. Description Area (Sq.m.)
1 Area of Land 3792.00
2 Ground Coverage 3792.00
3 Built Up Area Statement
A) Ground Floor 957.17
B) Upper Basement 3689.57
C) Lower Basement 3689.57
Total Built Up Area 8336.31
4 Public Facility Area 47.09
5 Calculation of Parking Area
A) Net Parking Area at Basement 2650.50
B) (including Driveway, Ramp) 7181.50

Materials and Aesthetics

The materials, especially for the finishes, are proposed to be selected with
due consideration to their suitability to the function, economy, aesthetic quality
and last but not the least easy maintainability. As the building is part of the City
area, architectural features and elements have been chosen to integrate it with

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 the surrounding built form. In aesthetic aspects importance has been
given to project a traditional character of Jaipuri Architectural.
The design as presented are functionally planned, well engineered and
integrated buildings which fulfill all the project requirements and make
pleasant aesthetic statement meeting the stated objective of a state-of-the-art
building.

Structures
Proposed car parking building at Old Atish Market (MGD Market) has a
basement. Lower & Upper Basements will be used for car and Ground floor will
be used for car and Two-Wheeler park and Public facilities.
Columns at the proposed sites are spaced at 5.04-meter centers in drive
way and 5.04-meter centers in parking area. With such column spacing,
structural arrangements with flat slab column beam structure are being studied
to ensure economy in construction. Construction sequence of structure over
existing road would be planned to minimize the blockage of traffic in this part
of road.

Load combination to be considered in analysis and design of proposed

structures shall be as per Clause 36.4.1 of IS: 456-2000.
Existing walls close to the retaining wall of basement at sites need to be
protected during excavation of basement works. In case ground water table is
encountered, basement shall be protected with tanking form of waterproofing
system.
Design Philosophy – Electrical System
Normal Power Supply
Total load requirement of the parking infrastructure is proposed to be met by 11
kV supply taken from Supply Authority in Jaipur. This supply shall be
terminated at Supplier’s HT switchgear panel, which is proposed to be located

in the upper basement of the parking area. This 11-kV supply will then be
stepped down to 415V through 11/0.433 kV dry type indoor power
transformers of adequate capacity. The power transformer and LT switchgear
shall be kept in upper basement near the HT panel with required clearance
between them as per IS Codes.

Emergency Power Supply

Silent type DG sets of adequate capacity are proposed to be installed to
meet the emergency load requirements of the parking complex which include
load requirements of emergency lights of staircase, ramps, parking bays,
escalators, fire fighting, water supply and lighting of public facilities areas.

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 Backup supply for Mechanical Parking, limited air-conditioning and
ventilation may also be considered. The DG set shall be completed with AMF
panel and sound proof acoustic enclosure to conform to the requirements of
Pollution Control Board (PCB). The proposed location of DG Room is at
Ground Floor with adequate ventilation to conform to the requirements/norms
of National Building Code, PCB and Fire Authority.

Cables and Cable Laying

The cables proposed to be installed may be of type PVC armored /XLPE
of specified voltage level and shall be complied with IS Codes. The cables of
various grades shall be laid in excavated trench in the HT/LT room/area and
DG room as per relevant codes and practices

Internal Power Distribution and Illumination

Double door, sleek, flush MCB distribution boards with suitable
Ingress Protection level shall be placed at convenient locations to feed lighting
and powers circuits. All light and power circuit wiring shall be carried out
with single core PVC insulated copper conductor wires in concealed UPVC
conduits/GI/MS conduits as required to suit site condition.

The internal illumination scheme shall be designed to meet the functional

requirement of various areas and recommended values of illumination as
mentioned in Codes.
Communication Facility
Provision shall be kept for telephone, wi-fi hot spot and computer
cabling in the public facility areas as well as fee collection centers/entry-exit
points.
External Illumination
For illumination of external area and approach roads, as required,
street light poles with lamp of suitable capacity shall be considered. Power
supply to this area will be taken by underground cables. Average illumination

level of 20 lux shall be maintained. Separate external lighting distribution board

shall be installed for external illumination.

Earthing
All the electrical equipment, e.g. transformer, HT/LT panel. DG
set, distribution boards, cable tray etc. shall be earthed at two points. There
shall be earth grid formation with suitable size GI strip and all the equipment

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 earthing shall be connected to this grid. This grid shall be earthed by
connecting to number of GI pipe electrode earthing station. The neutral of
transformer(s) and DG set shall be earthed separately. Each neutral shall be
connected to 2 nos. separate copper plate type earthing stations. Suitable size
copper strip shall be used for neutral earthing. All earthing shall conform to IS
3043 of latest edition.

Applicable Codes& Standards:

The complete electrical installation shall comply with relevant
latest Indian Standards, IE regulations and Local authorities bye-laws, rules and

regulations, safety practices as required and applicable. Some of the applicable

codes for electrical system are presented in Table.

Table: Codes for Electrical System

1. IS-10118 (Part-I) Code of practice for selection, installation and
maintenance of switchgear & control gear.
2. IS-3646 (Part-I) & Guide for interior illumination
Part-II.
3. IS-732 Electrical wiring system
4. IS-3043 Code of practice for earthing.
5. IS-13032 MCB distribution boards for voltage upto and
including 1000V AC.
6. IS-12640 Residual current operated circuit breakers.
7. IS-649 PVC insulated cables for working voltage upto
and including 1100V AC.
8. IS-9537 (Part-I) Conduits for electrical installations – General
requirements.
9. IS-10322 (Part-I) General requirements of luminaires.
10. IS-13118 Circuit breakers – General requirements.
11. IS-13947 (Part-III) Air brake switches for voltage not exceeding
1000V AC or 1200V DC.
12. IS-1248 (All Parts) Electrical direct acting instruments
13. IS-2147 Degree of protection provided by enclosures
for LV switchgear and control gear.
14. National Electrical Recommended values of illumination and
Code Part 4 limiting values of Glare Index – Industrial
Appendix D Building (Parking Space Indoor and Outdoor)
15. National Building Cable laying and other installation works as
Code Part-8 applicable
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 16. IS 1554 (Part-I & II), Cables and Cable Laying
IS 7098 (Part-I), IS
1255

Close Circuit Television Network (CCTV)

A close circuit television (CCTV) network shall be designed for security
and surveillance as well as for central monitoring purposes.
The entire CCTV system shall broadly consist of:
 High resolution (Night Vision Coloured) cameras
 Video multiplexer
 Matrix switches with keypad
 20”/14” monitor
The cameras shall have following facilities:
 Monochrome & Integrated (Night Vision) colour
 Simple keystroke selection
 Optical zoom lens
The cameras shall be installed at vital positions, each with 360 PAN travel &
90 Tilt travel. All the cameras shall be connected to control room equipment.
At control room site, the video output of the cameras connected to a video
multiplexer will give the display of all the cameras at one 20”/14” monitor to
see the movement of vehicles/people at a glance. Matrix switch with keypad
controls the horizontal/vertical movement of all of the cameras While replaying
back, the view from any of the cameras can be seen separately also.
The equipments of this system are sensitive to voltage fluctuations.
Clean power (stabilized at camera site and UPS power at control room) is
required to be provided for the system.

Preliminary Cost Estimates

The cost of development of Old Atish Market (MGD Market) parking facility is
presented below. The development cost of the site is as follows:
 Conventional Parking: Rs. 1504.81 Lacs

Fire Fighting and Annunciation

As required by National Building Code, hydrant, smoke detector and
sprinkler system have been proposed for all the floors of the proposed parking
and commercial areas. One hydrant pump and one sprinkler and diesel engine
pump of same capacity have been considered for each of the parking lots.
Additional pressurization pump is also proposed to be installed for taking care
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 of the leakages etc. In case of drop in pressure in any line, the respective pump
will start automatically. The pumping system shall have common tank
exclusive for fire fighting. The standby diesel pump and pressurization pump
shall serve both hydrant and sprinkler system.
Pressurized wet riser hydrant system is proposed both for parking and
commercial. External hydrants will also be provided along the periphery of the
building, fire bridge inlet shall be provided with each riser. The sprinkler shall
be designed at 12 sqm. coverage. Pendent sprinklers should be considered for
the parking and commercial areas. Fixed type fire extinguishers (carbon
dioxide and dry powder type) will be provided at strategic locations.
Also, Fire alarm Annunciators are used to pinpoint the trouble spots, and
help the staff monitor the entire building. A fire alarm annunciator helps us to
make decisions on whether the fire department needs to be notified or whether
the fire is small enough to be put under control by the building security.

Parking Management System

The Parking Management System provides electronic monitoring and
management of parking facilities. It supports an I2V link to the Vehicle that allows
electronic collection of parking fees and monitors and controls parking meters that
support conventional parking fee collection. It also includes the instrumentation, signs,
and other infrastructure that monitors parking lot usage and provides local
information about parking availability and other general parking information. This
portion of the functionality must be located in the parking facility where it can
monitor, classify, and share information with customers and their vehicles.
Parking management system improves parking space utilization, and thus
revenue, by guiding the users to the nearest available parking slot. It does this with the
help of sensors in the parking lots that monitor the occupancy of the parking lots. It
then relays this information to the users through mobile app and overhead display
boards. In real time, it allows users to view, on a map, all the parking spaces that are

available and their occupancy status. It also allows the users to pre-book the available
slot and make the parking payments through the mobile app.

Ventilation (VFD Based) with PLC

In this underground parking ventilation provision introduced is based on VFD with
PLC. The Variable Frequency Drives (VFD) is a device used to save energy. Most commonly
used in driving motors of pumps, fans, and HVAC systems of commercial and residential
buildings. These devices function by granting the user control of the output of a motor by
regulating the frequency. By reducing the amperage, the motor receives, it reduces energy
usage during time of system inactivity. Inversely, the motor can be turned to maximum during
peak usage. All necessary equipment’s will be as per industry technical standards.

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 PLCs are hardware devices that are usually made up of either logic gates,
micro-controllers or a simple CPU. Typical PLCs come with more sophisticated
programming and are more versatile in their span of control. Ventilation system with
PLC devices gives proper control of energy consumption of this system by changing
power supply as required. All necessary equipment’s will be as per industry technical
standards.

CHAPTER 7.0

Environmental & Social Impact Assessment

Social Benefits
The most obvious and significant environment impact of the project will be the
improvement expected in public health and quality of life. This would eliminate the
flow of in open drains of the town and prevent storm water accumulation along the
road side depressions in the project area, which emanates foul smell and unsightly.
Also, it would lower the risk of incidence of water borne diseases. This would
substantially enhance the public health and visual quality of the town.

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 Implementation of project will create additional employment possibilities
within the project area. It will also provide a platform for closer interaction between
different stakeholders, imbibe social responsibilities and develop the vision for
community participation.
The implementation of the project and its associated information, education and
communication programme will make community aware of importance of sanitation
and equip it better for managing its environment in better way.
Economical Benefits.
A sizeable portion of land in the main heartland of the town is covered by
collected in the borrow pits for the erstwhile kilns.
The economical price of this land in considerable. By providing collection
system for and storm water in the town it will be possible to reclaim this land occupied
by cesspools created out of collected. Other benefits in addition to health impacts,
which are relatively easy to quantity are the cost-offsets. These are the costs avoided
due to less illness. The related benefits accrue to both the health sector and to patients
themselves. Cost saving in health care are mainly due to the reduced number of
treatments of water born diseases.

Also, patients will avoid costs incurred by seeking treatment, including

expenditures on care, drugs and transport and the opportunity costs of time spent on
seeking care.
In sum, the overall impact of the project on the socio-economic environment is
expected to be beneficial and positive.
The development works are fully under the provision of MOEF guideline. The
scheme will not create any problem of environmental pollution rather this will
improve the environment a lot.

Impact on Biological Environment

There is no national park, wildlife sanctuaries or any other similar eco-sensitive areas
near by project area. Consultants carried out an inventory survey of the trees falling
within the project and total of 53 trees are affected by proposed parking project at Old
Atish Market (MGD Market). The main species are Githithi, Babul, Seshum, Neem,
Peepal, Keekar, Pilkhan, Kakri, Chokar, Laspasia, Sahtut, Bargad, Gulmohar, and
Baikan. The cutting of trees will have minor impact on local environment but this very
essential for the project.
Requisite permission to remove these trees from the site will be taken from district
commissioner. Permissions/Clearances Required for parking Project Permissions/
Clearances Acts / Rules / Notifications / Guidelines Concerned Agency Responsibility
A. Pre-construction Stage Permission for felling of trees Forest Conservation Act (1980)
Procedural Guidelines developed by the Department of Environment, GoR; Tree
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 removal will be guided as per state government rules. District Forest Office/State Forest
Department and Compensatory plantation will be carried out as per prevailing
guidelines of State Forest Department’s on 1:10 basis replacement rate or as per
permission granted by district authorities for cutting of tree located on non-forest land,
which vary from 1:3 to 1:10. For compensatory afforestation , Nagar Nigam Jaipur will
pay the required amount to the Forest Department for plantation of the trees. A site on
Jaipur - Agra road has been identified for the compensatory afforestation.

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