Building Envelope Studies Shadow Analysis

Annual sun path experie nce by the Project based on it’s geograp hy & orientat ion

Shadow analysis at 21st September 12.pm

RESULTS AND SUMMARY The analysis of the building rooftops and shading caused due to surrounding buildings has a positive impact on reducing direct radiation on many building surfaces thereby reducing heat ingress. While this is a positive benefit, this analysis is also key to ascertain which buildings rooftops will be shaded and which will remain unaffected to identify best locations for roof top solar PVs for maximum efficiency

The conclusion is most of the building roof tops in the commercial parcel and a good part of the residential rooftops are not shaded and even the shading that falls on the buildings are mostly on the façade/building envelope and this is quite good in terms of helping reducing heat ingress. However the roofs are not shaded so that it will not affect the performance of solar PVs.

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD 1 Annual Shadow Range Plot

Shading at 21st September 6.am to 6.pm

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD2 Solar Radiation Analysis

Radiation at 21st September 12.pm

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD 3 Solar Radiation Exposure:

Radiation at 21st September 12.pm

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD 4 Solar Radiation Exposure:

Radiation at 21st September 12.pm

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD 5 Solar Radiation Exposure:

Radiation at 21st September 12.pm

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD 6 Solar Radiation Exposure:

Radiation at 21st September 12.pm

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD 7 Solar Radiation Exposure:

Radiation at 21st September 12.pm

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD 8 Solar Radiation Exposure:

Radiation at 21st September 12.pm

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD 9 ECBC Compliance - Electrical

ECBC Complinace for Commercial S. No. ECBC Code No Code Description Code Compliance Mandatory Provisions Automatic Lighting controls - Internal Basement & Common Area lighting control through timer switches and External Lighting control through PV 1 7.2.1 Lighting Control sensor & Astronomical time switches

Scheduling Control: Using a time scheduling device to control lighting systems according to pre determined 2 7.2.1.1 Automatic Lighting Shut Off schedules for all Basement Areas

External Lighting spaces are controlled by Photo Voltaic sensor or astronomical time switch that is capble of automatically turning On / Off the lights 3 7.2.1.4 Exterior Lighting Control depending on the day light

LED exit signs considered with built in 4 7.2.2 Exit Signs backup power supplies

High Presuure Sodium Vapour Lights 5 7.2.3 Exterior Building Lights considered with efficacy morethan 70%

Prescriptive Interior Lighting Power Compliance As per ECBC Table 7.1, Building Area method the LPD level of Office spaces is achieved 7.5 W/Sqm against to 10.8 6 7.3.1 Interior Lighting Power W/Sqm recommended

The parking area LPD level is achieved 1.4 W/Sqm against recommended level of 3.2 W/Sqm

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD Prescriptive Exterior Lighting Power Compliance 1 W/ sft LPD considered and achieved 7 7.3.5 Exterior Lighting Power for Building Entrances with canopy

For Building Facades - 0.1 W/Sft LPD Considered

Electrical Power

Dry typeTransformers meeting the requirements as per IS 2026, Part - 2 and meeting the requirements as per 8 8.2.1.1 Transformer Losses ECBC Table 8.2, with Efficiency of 98.4 %

Efficiency morethan 92% and meeting 9 8.2.2 Energy Efficient Motors the requirements of Table 8.4

10 8.2.3 Power Fcator Correction Power Factor Improvement upto 0.99

All the Energy Meters considered In Main & Sub LT Panels will provide the complete information regarding Demand Load (in KVA), Energy Consumption (kWH), Line to Line & Line to Neutral Voltages, Current Consumption (Amps), Reactive Power 11 8.2.4 Check Metering & Monitoring (kVARh), THD etc.

Cable size selection considering the Voltage Drop limited to 3% at farthest point and max. distribution losses 12 8.2.5 Power Distribution Losses limited to 1% of total power usage

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD ECBC Compliance: Building Parameters

Parameters Commercial Buildings Residential Buildings

Design Details ECBC Parameters Design Details ECBC Parameters

Exterior Wall 0.65 Max 0.44 2.51 Max 0.44 construction U-value – W/sqm K

Roof construction 0.4 Max 0.409 2.17 Max 0.409 U-value – W/sqm K

Roof Finish – 0.45 Min 0.3 0.45 Min 0.3 Reflectance Back up Slides Coefficient

Fenestration Type DGU NA SGU NA - Vertical

Fenestration – 0.3 Max 0.25 (WWR 0.82 Max 0.25 (WWR SHGC (coefficient) <40%) <40%)

Fenestration – U- 1.8 Max 3.3 5.7 Max 3.3 value - W/sqm K

Fenestration – VLT 0.3 Min 0.27 0.8 Min 0.27 (coefficient)

Overhangs/Shadin As per design NA As per design NA g

HVAC COP Air cooled chillers AS per ECBC based Min 2.2 – Min 2.9 at ARI on TR and type of Water Cooled chillers chillers – Min 6.1 at ARI

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD ECBC Compliance: Building Parameters

Back up Slides

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD ECBC Compliance: Cooling Equipment Schedule

COOLING EQUIPMENT SCHEDULE

Equi OSA CFM / SEER Brand Name Model No Capacity Kw Total L/s IPLV Location p. ID ECONO OR EER SEZ TOWER S1 1 Carrier 30XW1052 1250 59.82 NA 6.4 7.89KW/kw Terrace 2 Carrier 30XA0852 820 29.19 NA 3.1 4.46 kw/kw Terrace SEZ TOWER S2 3 Carrier 30XW1262 1240 62.48 NA 5.7 7.9KW/kw Terrace 4 Carrier 30XA1002 973 34.6 NA 3.0 4.3 kw/kw Terrace SEZ TOWER S3 5 Carrier 30XW1262 1240 62.48 NA 5.7 7.9KW/kw Terrace 6 Carrier 30XA1002 973 34.6 NA 3.0 4.3 kw/kw Terrace SEZ TOWER S4 7 Carrier 30XW1264 1260 66.6 NA 5.9 7.9KW/kw Terrace 8 Carrier 30XA1002 973 34.6 NA 3.0 4.3 kw/kw Terrace SEZ TOWER S5 9 Carrier 30XW1264 1260 66.6 NA 5.9 7.9KW/kw Terrace 10 Carrier 30XA1002 973 34.6 NA 3.0 4.3 kw/kw Terrace SEZ TOWER S6 11 Carrier 30XW1052 1250 59.82 NA 6.4 7.89KW/kw Terrace 12 Carrier 30XA0852 820 29.19 NA 3.1 4.46 kw/kw Terrace Commercial C1 13 Carrier 30XW1264 1260 66.6 NA 5.9 7.9KW/kw Terrace 14 Carrier 30XA1002 973 34.6 NA 3.0 4.3 kw/kw Terrace Commercial C2 15 Carrier 30XW1264 1260 66.6 NA 5.9 7.9KW/kw Terrace 16 Carrier 30XA1002 973 34.6 NA 3.0 4.3 kw/kw Terrace Commercial C3 17 Carrier 30XW1264 1260 66.6 NA 5.9 7.9KW/kw Terrace 18 Carrier 30XA1002 973 34.6 NA 3.0 4.3 kw/kw Terrace Commercial C4 19 Carrier 30XW1264 1260 66.6 NA 5.9 7.9KW/kw Terrace 20 Carrier 30XA1002 973 34.6 NA 3.0 4.3 kw/kw Terrace

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD ECBC Compliance: Fan Equipment Schedule FAN EQUIPMENT SCHEDULE

Equip. Location of Brand Name Model No Total L/s SP KW Flow Control ID Service

SEZ TOWER S1 1 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 2 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 3 VTS VS 400 11.11 65 11.0 VFD AHU ROOM 4 VTS VS 400 11.11 65 11.0 VFD AHU ROOM SEZ TOWER S2 1 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 2 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 3 VTS VS 400 11.11 65 11.0 VFD AHU ROOM

4 VTS VS 400 11.11 65 11.0 VFD AHU ROOM SEZ TOWER S3 1 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 2 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 3 VTS VS 400 11.11 65 11.0 VFD AHU ROOM 4 VTS VS 400 11.11 65 11.0 VFD AHU ROOM SEZ TOWER S4 1 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 2 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 3 VTS VS 400 11.11 65 11.0 VFD AHU ROOM 4 VTS VS 400 11.11 65 11.0 VFD AHU ROOM SEZ TOWER S5

1 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 2 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 3 VTS VS 400 11.11 65 11.0 VFD AHU ROOM 4 VTS VS 400 11.11 65 11.0 VFD AHU ROOM

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD ECBC Compliance: Fan Equipment Schedule

FAN EQUIPMENT SCHEDULE

Equip. Location of Brand Name Model No Total L/s SP KW Flow Control ID Service

SEZ TOWER S6

1 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 2 VTS VS 350 9.72 65 9.0 VFD AHU ROOM

3 VTS VS 400 11.11 65 11.0 VFD AHU ROOM 4 VTS VS 400 11.11 65 11.0 VFD AHU ROOM Commercial C1

1 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 2 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 3 VTS VS 400 11.11 65 11.0 VFD AHU ROOM 4 VTS VS 400 11.11 65 11.0 VFD AHU ROOM Commercial C2

1 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 2 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 3 VTS VS 400 11.11 65 11.0 VFD AHU ROOM 4 VTS VS 400 11.11 65 11.0 VFD AHU ROOM Commercial C3

1 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 2 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 3 VTS VS 400 11.11 65 11.0 VFD AHU ROOM 4 VTS VS 400 11.11 65 11.0 VFD AHU ROOM Commercial C4

1 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 2 VTS VS 350 9.72 65 9.0 VFD AHU ROOM 3 VTS VS 400 11.11 65 11.0 VFD AHU ROOM 4 VTS VS 400 11.11 65 11.0 VFD AHU ROOM

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD ECBC Compliance: Chiller Plant room layout – SEZ 1

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD ECBC Compliance: Chiller Plant room layout – SEZ 2 & COM

TYPICAL PLANT ROOM LAYOUT

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD ECBC Compliance: Typical floor HVAC layout

TYPICAL AHU ROOM LAYOUT

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD Energy Savings: Residential

ENERGY ENERGY ENERGY CONSUME ENERGY CONSUME ENER CONSUME D PERCE CONSUME D GY D USING INCORPOR NTAGE WORKI D USING INCORPOR SAVIN CONVENTI ATING OF SR WATT NG CONVENTI ATING GS IN DESCRIPTION ONAL ENERGY ENERG ASSUMPTIONS NO S HOURS ONAL ENERGY kWh METHOD(I SAVING Y /DAY METHOD(I SAVING PER N kWh) METHODS( SAVIN N kWh)PER METHODS( ANNU PER IN kWh) G(%) DAY IN kWh) M ANNUM PER PER DAY ANNUM LIFT CONSIDERED ON VFD DRIVES & USE OF REGENERATIVE 22119 BRAKING,WHICH WILL 1 LIFT 864 4 3456 1261440 2850 1040250 18 0 RESULT 30% OF TOTAL CONNECTION IN OVERALL 20% LIFT LOAD SAVING ALL WATER PUMP MOTORS WILL BE HIGH EFFICEIENCY MOTOR DOMESTIC & WITH IE2 MOTOR WITH 2 FLUSHING 290 3 870 317550 650 237250 80300 25.29 SOFT STARTERS AND PUMPS WITH HIGH/LOW LEVEL SENSORS.FOR MAXIMUM SAVING ALL PUMPS IN STP WILL 10950 BE HIGH EFFICIENCY FIVE 3 STP LOAD 250 10 2500 912500 2200 803000 12.00 0 STAR RATED & WITH LEVEL SENSORS VENTILATION LOAD(BASEME 10592 4 3567 6 21402 7811730 18500 6752500 13.56 FRESH AIR BY NATURAL NT,STP, PUMP 30 ROOM ETC) ENERGY *ROOF TOP SOLAR PV GENERATION 31536 5 72 12 864 315360 864 315360 SYSTEM WITH ONLINE THROUGH 0 CENTRALIZED PV CELLS SOLAR CELLS REPLACEMENT OF 36W COMPACT FLORESCENT CAR PARKING 15768 6 161 12 1932 705180 1500 547500 22.36 LAMP INTO 28W T5 LEVEL LIGHTS 0 LIGHTIS FOR PARKING AREA REPLACEMENT OF 36W COMPACT FLORESCENT STAIRCASE 7 45 12 540 197100 400 146000 51100 25.93 LAMP INTO 28W T5 LIGHTS LIGHTIS FOR STAIRCASE AREA

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD Energy Savings: Residential-Contd..

REPLACEMENT OF 18W CFL INTO 12W LED LIGHT &TIMER TYPICAL 10950 CONTROL OPERATION 8 FLOOR LOBBY 210 10 2100 766500 1800 657000 14.29 0 TO REDUCE AMOUNT LEVEL OF LIGHT AT DIFFERENT STAGES FOR BUILDINGS.

PUBLIC ARREA & LANDSCAPE LIGHTS PUBLIC AREA REQUIREMENT SHALL 21900 9 &LANDSCAPE 180 10 1800 657000 1200 438000 33.33 BE MET BY 0 LIGHTS REPLACEMENT OF 150W MH INTO 60W LED SOLAR 79424 10 HEATING 544 4 2176 794240 2176 794240 100 0 SYATEM

ENERGY CONSUMPTIO 10 37640 32140 N PER DAY(IN Kwh)

ENERGY CONSUMED PER 31171 11 ANNUM(IN 13738600 00 kWh) BY CONVENTION AL METHOD

ENERGY CONSUMED PER ANNUM(IN 12 11731100 kWHh) WITH ENERGY SAVING METHOD

TOTAL 13 ENERGY SAVING (%) 23

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD Energy Savings: Commercial & SEZ

Annual Annual conssumption KWH saved Description MD( KW) % savings Savings due to Diversity (KW-h) per per Annum annum

Using of LED& CFL instead of Conventional Lighting 3716 0.8 856135 20.00 171227 light fixtures. Intelligent Lighting controls based on Occuoancy / day light. Normal 929 0.7 187279 7.14 13377 Power Use of BEE rated equipments Computer Use of Eneregy Star rated computer / 7432 0.8 1712269 15.00 256840 power equipments.

AHU Loads 2787 0.7 561838 20.00 112367Use of EFF -1 motors,VFD drives for demand based controls. HVAC Chillars 7432 0.7 1498235 30.00 449470 Use of high COP chilars with VFD.

HVAC Pumps 1858 0.7 374559 25.00 93639Use of EFF -1 motors,Variable speed pumping systems. Common Area

Using of LED& CFL instead of Conventional Common light fixtures. Intelligent Lighting controls 1486 0.8 342454 25.00 6008 Area Lighting based on Occuoancy / day light , Electronic ballast instead of Conventional ballast , day light based controller , Stairacse 22 1 96360 100.00 96360 Lighting 100% solar lighting for Staircase.

Use of CO sensers for demand based Ventilation 1858 0.45 240788 16.67 40131 ventilation. Use of Group controls and variable speed Lifts 929 0.7 187279 12.86 24079 drives Pumps 929 0.6 160525 20.00 32105Use of BEE rated equipments

Total KWH 6217722 1295603

% savings 20.84

RESIDENTIAL | COMMERCIAL | Convenience Shopping | TOD Traffic Impact Assessment Studies (Within 5km Radius from the Site) for the Proposed Mixed land use Development Rain Tree Boulevard for L & T At Byatarayanapura Village, Jakkur Hobli, Bangalore.

Prepared by, M/s Consortia Of Infrastructure Engineers Vijayanagar, Bangalore-40 Email: [email protected] Traffic Impact Assessment (within 5km Radius)

Before Construction During Construction Traffic Projection After Construction

Road Geometrics Addition Trucks Traffic data Parking (construction From tpt Materials) Road Connectivity Dept Traffic flow logistics Impact in Mathematical Speed V/C & LOS Modeling Modified Scenario of Traffic studies for Requirements IRC Method V/C &LOS infrastructure within for operation 5km radius for Traffic projection Impact Traffic Volume V/C & LOS Projected Changed Scenario Traffic if any for reduction in V/C & LOS V/C & LOS Traffic Management Measures Traffic density study report within 5km radius around the project including parking and other studies: Ø The Project area comes under the influence of 5 km radius from the site are mapped and major arterial roads are considered for the studies along with various infrastructure projects which exits and future proposed. Ø These roads are: (1) NH-7/AH-43, (2) ORR, (3) Dasarahalli Road (4) Kodigehalli Road, (5) Doddaballapura Road, (6) Jakkur Road, (7) Neo Town Road, (8) Thanisandra Road, (9) Kogilu Road. Ø Large open spaces if any, which may also influence later the traffic pattern in study area are considered based on 60% construction of the area.

Ø In the absence of realistic consideration of which activity is likely to come up, which is based on commercial belt, residential belt etc,. The details are obtained from the master plan and its zoning is considered. Contd…

Ø The future likelihood of the traffic growth that may influence are considered based on activities proposed using IRC :37-2001 page number15.

Ø For thickly developed areas, if open spaces are not available, then the road is considered to be saturated and the road may not be influenced and traffic pattern is governed by the existing scenario.

Ø In general, like air quality monitoring in the area, can not be considered for traffic as every individual vehicle will have the tendency to change the route based on the behavior of the driver, the most influenced road adjacent to the activity is considered for the studies. Road Connectivity and Location Scenario within 5km Radius Ø Traffic pattern largely influenced by the behavior of the driver and the prevailing traffic load or density on a particular time of the day. Ø Hence IRC:37-2001 (Indian Road Congress) clearly consider this while projecting the future traffic by using the equation A= p (1+r)^n, exponential variation, where A= Future traffic for the projected year, p= Present measured traffic in PCU’s, r= Rate of growth of vehicles (individual) annual for at least 5 years in succession, and n= Number of years the projection required based on the completion of the project. Ø Hence it is generally considered to use IRC standard traffic projection methodology for the road comes under the influence of the traffic impact resulted by the construction of the project. Ø In the absence of any clear cut guidelines and the ambiguity present, IRC guidelines hold good for the evaluation of traffic impact assessment. Traffic and transportation Logistics within 5Km Radius from the Project Site ØVehicles ingress and egress from the project is based on the destination and other potential activities in the study area. Ø After vehicles exit from the project, will move towards the major roads which are (NH-7/AH-43) moves towards Airport Road, Doddaballapura Road & Jakkur Road. Hence impact on these roads are obtained. Ø In addition to this, various major infrastructure projects coming up along these roads, which includes road widening, METRO connectivity junctions improvements are incorporated for the reduction in congestion, delays etc., which intern improves the performance as well as Level of Service Contd…

ØThe activities along these roads are fully saturated and there will not be any other development is foreseen due Jakkur Airport for which land will be kept free. Adjoining area being GKVK (Agriculture Campus), no other development is foreseen. In addition to this BSF and IAF Base station and operational area exits after Yelahanka. Ø However based on the records maintained by Transport department, GoK, the vehicular growth over the years are obtained to individual vehicles category considering the latest 5 years data maintained in RTO, is used to vehicular growth model and used for projection as per IRC. D B Road

C B Road Bagalur

NH-7 Kogilu Road Neo Town Road D B Road T S Rd.

Neo Town Rd. Soldevanahalli Stn.

M S Palya Kodigehalli Road Project Site T S Rd.

Jakkur Road NH-7/Airport Road NH-7 T S Rd.

NH-7 Dasarahalli Road Thanisandra Road

Metro- Alignment Outer Ring Road K R Puram BEL Circle Sub Urban Train Major Roads Within 5km radius around the project indicating various road connectivity, railway connectivity as well as the Metro rail connectivity. Major Infrastructure projects within 5 km radius from the project Major Roads and widening if any within 5km Radius from the project site The following are the Major Roads in the process of widening (1) NH-7/AH-43 (Airport Road). (2) Jakkur Road. (3) Dasarahalli Road. (4) Kodigehalli road. (5) Outer Ring Road. (6) Neo Town Road. (7) Thanisandra Road. (8) Doddaballapura Road. (9) Kogilu Road.

ØAs per BDA- CDP, Jakkur Road getting widened from 24 m to 30 m RoW facilitating (3+3) lanes CW. ØAs per BDA- CDP, Doddaballapura Road getting widened from 24 m to45 m RoW facilitating (3+3) lanes MCW and (2+2) lanes SR. ØAs per BDA- CDP, Thanisandra road getting widened from 24m to 30m RoW facilitating (3+3) lanes CW . ØAs per BDA- CDP, Kodigehalli road. getting widened from 12m to 18m RoW facilitating (2+2) lanes CW . ØCDP Maps are indicated later. Metro alignment passing through 5km Radius from project site The existing Metro connectivity which runs up to KIA (Kempegowda International Airport) will be in the process of construction from Gottigere to KIA via Bannerghatta Road, Shivajinagar, Nagawara, Jakkur, Yelahanka. The following metro stations will come within the influence area of 5km radius from the project site A) M G Road metro Connectivity (Gottigere to KIA) 1. Nagawara 2. R K Hegde Nagar 3. Jakkur 4. Yelahanka The Project site is well connected to Metro rail from the station Jakkur, which falls within 5km radius from the project site. Commuter rail alignment passing through 5km Radius from project site The following are the Commuter rail alignment along Yeshwanthpur to Tumkur.

Ø As per the decision from ministry of Urban Development (MOUD), the Bangalore should start with immediate effect the Commuter rail System.

Ø In this direction the existing alignment of Bangalore- Doddaballapura line is utilized for operation with electrical multiple units (EMU’s).

ØIn addition to this along the same track, Commuter rail System (CRS) as Sub- Urban

System to meet the requirement in addition to road system as per SWR.

ØThe following stations will come within the influence area of 5km radius from the project site like, Jakkur West (Behind the Project Site) and Kodigehalli station.

Google Image indicating the Site Location

To To Yelahanka

Project

Site

(2+2 lanes SR) SR) lanes (2+2

(3+3 lanes divided MCW) & & MCW) divided lanes (3+3

Bangalore Hyderabad highway Hyderabad Bangalore To Bangalore city Bangalore To D B Road Kogilu Road NH-7 T S Rd.

Yelahanka Bagalur.

C B Road Neo Town Road

Neo Town Rd.

GKVK Campus

M S Palya

T S Rd. Kodigehalli Road Project Site NH-7 Jakkur Road NH-7/Airport Road

NH-7 Dasarahalli Road Thanisandra Road NH-7

T S Rd.

BEL Circle City Outer Ring Road K R Puram

Bangalore Hebbal.

Location Map indicating the Project site and major roads within 5km radius. Site Plan

SEZ-2

SEZ-2

Residential SEZ-1 Road Geometric Scenario of all roads within 5km radius

ROW(m) Road Drainage Surface Street Road width Remarks CW(m) Condition lights Markin (m) Signs Lanes g 45 NH-7 / AH-43 (10.5+10.5) MCW Very good A A A A - (3+3) lanes MCW (7+7) SR (2+2 )lanes SR. 3+3 MCW 2+2 SR 45 Outer Ring (10.5+10.5) Road MCW Good A A A A - (3+3 MCW & (7+7) SR 2+2 SR) 3+3 MCW 2+2 SR

Dasarahalli Main 18 Road marking Road to be made & 10 Good A A NA NA Sign board (3lanes should be undivided) 3 installed.

Note: A – Available NA – Not Available Contd…

ROW Road (m) Surface Street Drainage Road Conditi Remarks CW(m) lights width (m) on Marking Signs Lanes 12 Road marking to Kodigehalli Road. be made & Sign 7 (2 lanes Undivided) Good A A NA NA board should be 2 installed. 20 Jakkur Road 7.5+7.5 - (2+2 lanes divided) Good A A A A 2.2 24 Kogilu Road Road Sign board has 9+9 Good A - A NA (2+2 lanes divided) to be installed. 2+2

Note: A – Available NA – Not Available Contd…

ROW (m) Surface Road Street Drainage Road CW(m) Conditio Remarks lights width (m) Marking Signs Lanes n Thanisandra Main 24 Making has to be marked and sign Road 7+7 Good A A Faded out NA board should be (2+2 lanes divided) 2+2 installed. 24 Neo Town Road 7.5+7.5 - (2+2 lanes divided) Good A A A A 2+2 24 Road marking has Doddaballapura Available to has to be main road. 8+8 Good A A but faded NA marked &Sign (3+3 lanes divided) 3+3 out board has to be installed.

Note: A – Available NA – Not Available Major Road Connectivity and location scenario within 5Km Radius from the Project. Ø The Project site is located along of NH-7/AH-43(Airport road) which connects to Bangalore City on one side and Airport /Yelahanka on another side. Ø Outer Ring Road is (3+3) lanes MCW & (2+2) lanes SR is having 45m RoW which connects to BEL Circle on one side and K R Puram on other side. Ø Kodigehalli road is 2 lanes undivided road is having 12m RoW which connects to NH-4 on one side and Jalahalli Road on other side. Ø Dasarahalli road is 3lanes undivided road is having 18m RoW which connects to Thanisandra Road on one side and NH-7/Airport Road on other side. Ø Jakkur road is (2+2) lanes divided road is having 20m RoW which connects to Thanisandra Road on one side and NH-7/Airport Road on other side. Ø Kogilu road is (2+2) lanes divided road is having 24m RoW which connects to Thanisandra Road on one side and NH-7/Airport Road on other side. Contd…

Ø Thanisandra road is (2+2) lanes divided road is having 24 m RoW which connects to Hebbal on one side and Bagalur on other side. Ø Neo Town road is (2+2) lanes divided road is having 24 m RoW which connects to M S Palya on one side and Yelahanka on other side. Ø Doddaballapura road is (3+3) lanes divided road is having 24 m RoW which connects to Airport Road on one side and Doddaballapura on other side. Ø The project site can be accessed through the major areas of the Bangalore city such as Hebbal, Nagavara, Yelahanka and other places. D B Road Kogilu Road NH-7 T S Rd. Yelahanka Bagalur. 24m ROW: (9+9)m CW, 1m

C B Road median, 2.5m FCD on Both Neo Town Road Side.

Neo Town Rd. 20m ROW: (7.5+7.5)m CW, GKVK Campus 1m median, 1m FCD on Both Side , 2m Shoulder on one M S Palya side.

12m ROW 7.5m CW, 3 m shoulder with drain , 1.5m Project Site T S Rd. footpath adjacent to fly Kodigehalli Road NH-7 Jakkur Road NH-7/Airport Road over.

Thanisandra Road

NH-7 Dasarahalli Road NH-7

T S Rd.

BEL Circle Outer Ring Road K R Puram 18m RoW, 10m CW,

1m FCD on one side of the road, 3.5m shoulder Bangalore on both side of the road. City Hebbal. Existing Road Geometrics Scenario within 5km Radius D B Road Contd… 24m ROW, (7.5+7.5)m CW, 1m Kogilu Road T S Rd. median, 1.5m FCD on Both side NH-7

and 2.5 m shoulder on both side. Yelahanka Bagalur.

C B Road Neo Town Road

Neo Town Rd. 24m RoW, 9+9m CW, ROW: 45m 1m Median, 2m FCD on ( 10.5+10.5)m MCW, (7+7)m SR 4m either side of the road. central median, 2 m footpath cum drain on either side, 1m Closed drain on either side of the road. MCW & SR M S Palya is separated by barricade.

Kodigehalli Road Project Site T S Rd. NH-7 Jakkur Road NH-7/Airport Road

Thanisandra Road

NH-7 Dasarahalli Road ROW: 45m NH-7 (10.5+10.5)m MCW, (7+7)m SR, 4m central median, 2 m footpath cum drain on either side, 1m Closed T S Rd. drain on either side of the road. Outer Ring Road K R Puram 124m RoW, 7m +7 m CW both sides, 4 m shoulder on with 1 m median, 1m FCD on one side and 3 m on the other. BEL Circle Hebbal. Bangalore City NH-7 / Airport Road

Date:14/12/2017

To Airport To Airport (MCW) (SR)

Thanisandra Road Dasarahalli Road

To NH-7 To Airport To Airport To Thanisandra (MCW) (SR) Outer Ring Road Kogilu Road

To K R Puram To BEL To Thanisandra ToNH-7

Doddaballapura Road Jakkur Road

To Airport To Doddaballapura Road To Thanisandra ToNH-7 Speed spectrum for the study road (kmph) within 5km Radius. 4 Wh 2 Wh 3 Wh B/L (C,J,V) Road Towards Max Min Max Min Max Min Max Min

Bangalore 48 26 29 16 62 39 31 25 NH-7 / AH-43 City (3+3) lanes MCW Airport/Yela (2+2 )lanes SR. 51 22 27 19 64 41 28 22 hanka ORR BEL circle 43 22 29 17 58 38 41 26 (3+3) lanes MCW (2+2 )lanes SR. K R Puram 47 24 31 18 54 40 45 28

Thanisandra Road Hebbal 43 26 28 19 57 36 42 26 (2+2 ) lanes divided Bagalur 41 24 30 21 52 29 38 25 NH-7 35 25 31 20 50 23 33 24 Jakkur Road. Thanisandra (2+2 lanes divided) 39 23 29 19 48 21 36 20 road Contd…

2 Wh 3 Wh 4 Wh (C,J,V) B/L

Road Towards Max Min Max Min Max Min Max Min

Dasarahalli Road. 38 21 28 15 49 20 28 18 (3 lanes Undivided) Kodigehalli Road. 32 20 26 16 43 18 22 16 (2 lanes Undivided) Doddaballapura Airport Road 52 23 30 18 53 22 38 21 Road Doddaballapura 61 24 28 19 56 25 41 22 Kogilu Road. NH-7 42 21 22 19 51 21 36 23 (2+2) lanes Divided Thanisandra Rd. 48 24 29 15 53 23 32 21 Neo Town Road M S Palya 40 22 26 18 54 20 30 24 (2+2) lanes Divided Yelahanka 39 20 23 16 52 22 33 22 As per IRC:106-1990, Guidelines for PCUs in Urban Roads in Plain Areas

Source: IRC:106-1990, page no-10 As per IRC:106-1990, Guidelines for Capacity of Urban Roads in Plain Areas

Source: IRC:106-1990, page no-11 Real time traffic scenario along NH-7 towards Bangalore City (3lanes-MCW) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 329(247) 24(29) 389(389) 11(24) 753(689) 0.26 8:00-9:00 694(521) 37(44) 576(576) 27(59) 1334(1200) 0.44 9:00-10:00 549(412) 29(35) 512(512) 21(46) 1111(1005) 0.37 10:00-11:00 486(365) 21(25) 472(472) 18(40) 997(901) 0.33 11:00-12:00 428(321) 25(30) 401(401) 16(35) 870(787) 0.29 4:00-5:00 pm 357(268) 18(22) 392(392) 10(22) 777(703) 0.26 5:00-6:00 702(5270 27(32) 562(562) 14931) 1305(1152) 0.43 6:00-7:00 583(437) 45(54) 541(541) 25(55) 1194(1087) 0.40 7:00-8:00 454(341) 52(62) 604(604) 23(51) 1133(1058) 0.39 8:00-9:00 375(281) 34(41) 453(453) 13(29) 875(804) 0.30 9:00-10:00 341(256) 22(26) 378(378) 10(22) 751(682) 0.25

The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 1200 PCU’s/hr as per IRC-106:1990 during 8:00am to 9:00am. Vehicle Composition and Traffic flow distribution along NH-7 towards Bangalore City (3 lanes-MCW)

B/L 2%

4WH 48% 2WH 46%

3WH 2%

1300 1200 1152 1087 1058 1100 1005 901 900 787 804 689 703 682 700 PCU'S/hr 500

300

100 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 11:00-12:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 8:00-9:00 9:00-10:00 Time Real time traffic scenario along NH-7 towards Airport/Yelahanka (3 lanes- MCW) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 389(292) 12(14) 313(313) 13(29) 727(648) 0.24 8:00-9:00 503(377) 19(23) 471(471) 17(37) 1010(908) 0.34 9:00-10:00 630(473) 43(52) 530(530) 26(57) 1230(1112) 0.41 10:00-11:00 594(473) 34(41) 412(412) 19(42) 1059(940) 0.35 11:00-12:00 493(370) 28(34) 389(389) 15(33) 925(825) 0.31 4:00-5:00 pm 402(302) 17(20) 356(356) 20(44) 795(722) 0.27 5:00-6:00 608(456) 23(28) 512(512) 23(51) 1166(1046) 0.39 6:00-7:00 672(504) 30(36) 553(553) 21(46) 1276(1139) 0.42 7:00-8:00 561(421) 26(31) 483(483) 18(40) 1088(975) 0.36 8:00-9:00 489(367) 19(23) 434(434) 22(48) 964(872) 0.32 9:00-10:00 356(267) 14(17) 390(390) 16(35) 776(709) 0.26 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 1139 PCU’s as per IRC-106:1990 during 6:00 pm to 7:00 pm. Vehicle Composition and Traffic flow distribution along NH-7 towards Airport Road / Yelahanka (3 lanes- MCW)

B/L 2%

4WH 45%

2WH 49%

3WH 3%

1112 1139 1200 1046 940 975 1000 908 872 825 722 709 800 648 600 PCU'S/hr 400

200

0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 11:00-12:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 8:00-9:00 9:00-10:00 Time Real time traffic scenario along NH-7 towards Bangalore City (2lanes-SR) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 162(122) 15(18) 137(137) 11(24) 325(301) 0.17 8:00-9:00 203(152) 18(22) 228(228) 26(57) 475(459) 0.26 9:00-10:00 356(267) 22(26) 301(301) 34(75) 713(669) 0.37 10:00-11:00 281(211) 20(24) 278(278) 21(46) 600(559) 0.31 11:00-12:00 293(220) 16(19) 194(194) 16(35) 519(468) 0.26 4:00-5:00 pm 275(206) 19(23) 156(156) 14(31) 464(416) 0.23 5:00-6:00 315(236) 21(25) 264(264) 23(51) 623(576) 0.32 6:00-7:00 340(255) 24(29) 312(312) 27(59) 703(655) 0.36 7:00-8:00 274(206) 26(31) 290(290) 21(46) 611(573) 0.32 8:00-9:00 243(182) 17(20) 231(231) 18(40) 509(473) 0.26 9:00-10:00 180(135) 13(16) 132(132) 15(33) 340(316) 0.18

The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 669 PCU’s/hr as per IRC-106:1990 during 9:00am to 10:00am. Vehicle Composition and Traffic flow distribution along NH-7 towards Bangalore City (2lanes-SR)

B/L 4%

2Wh 48% 4Wh 44%

3Wh 3%

800 669 655 700 559 576 573 600 459 468 473 500 416 400 301 316 300 PCU"S/hr 200 100 0 7.00-8.00 8.00-9.00 9:00-10:00 10:00-11:00 11:00-12:00 4:00-5:00 5:00-6:00 6:00-7:00 7:00-8:00 8:00-9:00 9:00-10:00 am pm Time Real time traffic scenario along NH-7 towards Airport/Yelahanka (2 lanes- SR) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 189(142) 11(13) 172(172) 13(29) 385(356) 0.20 8:00-9:00 284(213) 16(19) 247(247) 20(44) 567(523) 0.29 9:00-10:00 401(301) 22(26) 325(325) 23(51) 771(703) 0.39 10:00-11:00 358(269) 19(23) 270?(270) 21(46) 668(608) 0.34 11:00-12:00 337(253) 17(20) 236(236) 18(40) 608(549) 0.30 4:00-5:00 pm 294(221) 20(24) 186(186) 15(33) 515(464) 0.26 5:00-6:00 307(230) 23(28) 280(280) 19(42) 629(580) 0.32 6:00-7:00 368(276) 26(31) 312(312) 27(59) 733(679) 0.38 7:00-8:00 271(203) 18(22) 291(291) 15(33) 595(549) 0.30 8:00-9:00 246(185) 15(18) 250(250) 18(40) 529(492) 0.27 9:00-10:00 157(118) 13(16) 156(156) 12(26) 338(316) 0.18 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 703 PCU’s as per IRC-106:1990 during 9:00 am to 10:00 am. Vehicle Composition and Traffic flow distribution along NH-7 towards Airport Road / Yelahanka (2 lanes- SR)

B/L 3%

4Wh 42% 2Wh 52%

3Wh 3%

800 703 679 700 608 580 600 523 549 549 464 492 500 356 400 316

PCU's/hr 300 200 100 0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 11:00-12:00 4:00-5:00 5:00-6:00 6:00-7:00 7:00-8:00 8:00-9:00 9:00-10:00 pm Time Real time traffic scenario along ORR towards BEL Circle (3 lanes- MCW) Timing 2Wh 3Wh 4Wh Mini bus/TT B/L Total v/c 7:00-8:00 am 535(401) 28(34) 618(618) 18(36) 46(101) 1245(1190) 0.44 8:00-9:00 709(532) 44(53) 776(776) 37(74) 31(68) 1597(1503) 0.56 9:00-10:00 663(497) 62(74) 729(729) 56(112) 40(88) 1550(1501) 0.56 10:00-11:00 724(543) 26(31) 659(659) 50(100) 60(132) 1519(1465) 0.54 11:00-12:00 673(505) 30(36) 689(689) 41(82) 64(141) 1497(1453) 0.54 4:00-5:00 pm 543(407) 35(42) 586(586) 29(58) 52(114) 1245(1208) 0.45 5:00-6:00 695(521) 46(55) 751(751) 35(70) 70(154) 1597(1551) 0.57 6:00-7:00 764(573) 32(38) 803(803) 34(68) 41(90) 1674(1573) 0.58 7:00-8:00 658(494) 54(65) 786(786) 28(56) 52(114) 1578(1515) 0.56 8:00-9:00 586(440) 49(59) 742(742) 36(72) 57(125) 1470(1438) 0.53 9:00-10:00 524(393) 58(70) 594(594) 32(64) 29(64) 1237(1184) 0.44 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 1573 PCU’s as per IRC-106:1990 during 6:00 pm to 7:00 pm. Vehicle Composition and Traffic flow distribution along ORR towards BEL Circle

Mini B/L(3 lanes) buses/TT2% 2%

2Wh 46%

4Wh 48%

3Wh 2%

1700 1503 1501 1551 1573 1515 1465 1453 1438 1500

1300 1190 1208 1184

1100

900

PCU'S/hr 700

500

300

100 7:00-8:00 am 8:00-9:00 9:00-10:00 10:00-11:00 11:00-12:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 8:00-9:00 9:00-10:00 Time Real time traffic scenario along ORR towards K R Puram (3 lanes-MCW) Timing 2Wh 3Wh 4Wh Minibus/TT B/L Total v/c 7.00-8.00 am 576(432) 35(42) 584(584) 28(56) 31(68) 1254(1182) 0.44 8:00-9:00 738(554) 58(70) 670(670) 35(70) 59(130) 1560(1493) 0.55 9:00-10:00 756(567) 54(65) 713(713) 61(122) 58(128) 1642(1594) 0.59 10:00-11:00 710(533) 63(76) 654(654) 56(112) 51(112) 1534(1486) 0.55 11:00-12:00 658(494) 45(54) 689(689) 47(94) 43(95) 1482(1425) 0.53 4:00-5:00 pm 584(438) 41(49) 601(601) 41(82) 39(86) 1306(1256) 0.47 5:00-6:00 609(457) 60(72) 597(597) 68(136) 68(150) 1402(1411) 0.52 6:00-7:00 634(476) 72(86) 741(741) 62(124) 49(108) 1558(1535) 0.57 7:00-8:00 656(492) 67(80) 647(647) 59(118) 81(178) 1510(1516) 0.56 8:00-9:00 594(446) 54(65) 589(589) 54(108) 62(136) 1353(1344) 0.50 9:00-10:00 561(421) 49(59) 548(548) 39(78) 34(75) 1231(1180) 0.44 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 1594 PCU’s as per IRC-106:1990 during 9:00 am to 10:00 am. Vehicle Composition and Traffic flow distribution along ORR towards K R Puram (3 lanes )

Mini B/L buses/TT 3% 4% 2Wh 41%

4Wh 48%

3Wh 5%

1800 1594 1535 1516 1600 1493 1486 1425 1411 1344 1256 1400 1182 1180 1200 1000 800 PCU'S/hr 600 400 200 0 7:00-8:00 8:00-9:00 9:00-10:00 10:00-11:00 11:00-12:00 4:00-5:00 5:00-6:00 6:00-7:00 7:00-8:00 8:00-9:00 9:00-10:00 am pm Time Real time traffic scenario along ORR towards BEL Circle (2 lanes-SR) Timing 2Wh 3Wh 4Wh Mini bus/TT B/L Total v/c 7:00-8:00 am 213(160) 40(48) 123(123) 19(38) 21(46) 416(415) 0.23 8:00-9:00 276(207) 65(78) 175(175) 34(68) 26(57) 576(585) 0.33 9:00-10:00 357(268) 81(97) 223(223) 27(54) 38(84) 726(726) 0.40 10:00-11:00 316(237) 73(88) 264(264) 24(48) 32(70) 709(707) 0.39 11:00-12:00 282(212) 58(70) 194(194) 17(34) 27(59) 578(569) 0.32 4:00-5:00 pm 246(185) 49(59) 146(146) 15(30) 24(53) 480(472) 0.26 5:00-6:00 294(221) 37(44) 189(189) 21(42) 37(81) 578(577) 0.32 6:00-7:00 310(233) 53(64) 234(234) 18(36) 45(99) 660(665) 0.37 7:00-8:00 385(289) 72(86) 257(257) 29(58) 34(75) 777(765) 0.42 8:00-9:00 346(260) 60(72) 201(201) 23(46) 29(64) 659(642) 0.36 9:00-10:00 259(194) 42(50) 152(152) 16(32) 21(46) 490(475) 0.26 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 765 PCU’s as per IRC-106:1990 during 7:00 pm to 8:00 pm. Vehicle Composition and Traffic flow distribution along ORR towards BEL Circle

Mini (2lanesB/L -SR) buses/TT 4% 4%

4Wh 2Wh 33% 50%

3Wh 9%

900 765 800 726 707 665 642 700 585 569 577 600 472 475 500 415 400

PCU"S/hr 300 200 100 0 7:00-8:00 8:00-9:00 9:00-10:00 10:00-11:00 11:00-12:00 4:00-5:00 5:00-6:00 6:00-7:00 7:00-8:00 8:00-9:00 9:00-10:00 am pm Time Real time traffic scenario along ORR towards K R Puram (2 lanes – SR) Timing 2Wh 3Wh 4Wh Minibus/TT B/L Total v/c 7.00-8.00 am 156 (117) 36 (43) 127 (127) 18 (36) 25 (55) 362 (378) 0.21 8:00-9:00 423 (317) 68 (82) 236 (236) 34 (68) 42 (92) 803 (795) 0.44 9:00-10:00 387 (290) 56 (67) 213 (213) 30 (60) 37 (81) 723 (712) 0.40 10:00-11:00 305 (229) 45 (54) 185 (185) 24 (48) 53 (117) 612 (632) 0.35 11:00-12:00 276 (207) 30 (36) 157 (157) 17 (34) 27 (59) 507 (493) 0.27 4:00-5:00 pm 186 (140) 32 (38) 143 (143) 20 (40) 20 (44) 401 (405) 0.22 5:00-6:00 294 (221) 75 (90) 182 (182) 26 (52) 29 (64) 606 (608) 0.34 6:00-7:00 415 (311) 64 (77) 202 (202) 42 (84) 40 (88) 763 (762) 0.42 7:00-8:00 346 (260) 53 (64) 181 (181) 38 (76) 34 (75) 652 (655) 0.36 8:00-9:00 253 (190) 44 (53) 173 (173) 22 (44) 23 (51) 515 (510) 0.28 9:00-10:00 134 (101) 28 (34) 108 (108) 19 (38) 20 (44) 309 (324) 0.18 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 795 PCU’s as per IRC-106:1990 during 8:00 am to 9:00 am. Vehicle Composition and Traffic flow distribution along ORR towards K R Puram (3 lanes )

Mini B/L buses/TT 5% 4%

4Wh 29% 2Wh 53%

3Wh 8%

900 795 762 800 712 655 700 632 608 600 493 510 500 378 405 400 324 PCU's/hr 300 200 100 0 7:00-8:00 am 8:00-9:00 9:00-10:00 10:00-11:00 11:00-12:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 8:00-9:00 9:00-10:00

Time Real time traffic scenario along Dasarahalli Road (3 lanes)

Timing 2Wh 3Wh 4Wh B/L Total v/c

7:00-8:00 am 423(317) 41(49) 294(294) 42(92) 800(753) 0.28

8:00-9:00 452(339) 79(95) 441(441) 65(143) 1037(1018) 0.38

9:00-10:00 564(423) 97(116) 418(418) 85(187) 1164(1144) 0.42

10:00-11:00 473(355) 82(98) 375(375) 73(161) 1003(989) 0.37

4:00-5:00 pm 385(289) 55(66) 308(308) 48(106) 796(768) 0.28

5:00-6:00 467(350) 69(83) 364(364) 59(130) 959(927) 0.34

6:00-7:00 429(322) 102(122) 456(456) 78(172) 1065(1072) 0.40

7:00-8:00 362(272) 90(108) 321(321) 60(132) 833(833) 0.31 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 1144 PCU’s as per IRC-106:1990 during 9:00 am to 10:00 am. Vehicle Composition and Traffic flow distribution along Dasarahalli Road (3 lanes)

B/L 7%

2Wh 48% 4Wh 36%

3Wh 8%

1400 1144 1200 1072 1018 989 927 1000 833 753 768 800

600 PCU's/hr

400

200

0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 TIME Real time traffic scenario along Kodigehalli Road (2 lanes)

Timing 2Wh 3Wh 4Wh B/L Total v/c

7:00-8:00 am 241(181) 15(18) 185(185) 21(46) 462(430) 0.24

8:00-9:00 365(274) 26(31) 263(263) 33(73) 687(641) 0.36

9:00-10:00 428(321) 45(54) 305(305) 52(114) 830(794) 0.44

10:00-11:00 323(242) 32(38) 281(281) 41(90) 677(652) 0.36

4:00-5:00 pm 294(221) 29(35) 225(225) 29(64) 577(544) 0.30 5:00-6:00 387(290) 36(43) 312(312) 60(132) 795(777) 0.43 6:00-7:00 412(309) 41(49) 296(296) 48(106) 797(760) 0.42 7:00-8:00 441(331) 22(26) 243(243) 55(121) 761(721) 0.40

The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 794 PCU’s as per IRC-106:1990 during 9:00 am to 10:00 am. Vehicle Composition and Traffic flow distribution along Kodigehalli Road (2 lanes)

B/L 6%

4Wh 37% 2Wh 52%

3Wh 5%

900 794 777 760 800 721 700 641 652 600 544 500 430 400 PCU's/hr 300 200 100 0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 TIME Real time traffic scenario along Jakkur Road towards NH-7 (2 lanes) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 235(176) 18(22) 193(193) 32(70) 478(461) 0.26

8:00-9:00 386(290) 27(32) 322(322) 47(103) 782(747) 0.42

9:00-10:00 512(384) 36(43) 405(405) 57(125) 1010(958) 0.53 10:00-11:00 427(320) 24(29) 396(396) 83(183) 930(928) 0.52 4:00-5:00 pm 358(269) 18(22) 289(289) 42(92) 707(672) 0.37 5:00-6:00 461(346) 33(40) 458(458) 51(112) 1003(956) 0.53 6:00-7:00 480(360) 40(48) 432(432) 64(141) 1016(981) 0.54 7:00-8:00 535(401) 29(35) 360(360) 60(132) 984(928) 0.52 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 981 PCU’s as per IRC-106:1990 during 6:00 pm to 7:00 pm. Vehicle Composition and Traffic flow distribution along Jakkur Road towards NH-7 (2 lanes)

B/L 6%

2Wh 47% 4Wh 43%

3Wh 4%

1200 958 928 956 981 928 1000 747 800 672 600 461

PCU's/hr 400 200 0 7.00-8.00 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 5:00-6:00 6:00-7:00 7:00-8:00 Timing Real time traffic scenario along Jakkur Road towards Thanisandra Road (2 lanes) Timing 2Wh 3Wh 4Wh B/L Total v/c

7:00-8:00 am 178(134) 26(31) 143(143) 38(84) 385(391) 0.22 8:00-9:00 290(218) 43(52) 197(197) 55(121) 585(587) 0.33 9:00-10:00 304(228) 54(65) 264(264) 72(158) 694(715) 0.40

10:00-11:00 277(208) 68(82) 296(296) 63(139) 704(724) 0.40

4:00-5:00 pm 156(117) 39(47) 156(156) 52(114) 403(434) 0.24

5:00-6:00 203(152) 61(73) 175(175) 69(152) 508(552) 0.31

6:00-7:00 256(192) 57(68) 302(302) 77(169) 692(732) 0.41

7:00-8:00 355(266) 65(78) 271(271) 60(132) 751(747) 0.42 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 732 PCU’s as per IRC-106:1990 during 6:00 pm to 7:00 pm. Vehicle Composition and Traffic flow distribution along Jakkur Road towards Thanisandra Road (2 lanes)

B/L 10%

2Wh 44%

4Wh 38%

3Wh 8% 800 715 724 732 747 700 587 600 552 434 500 391 400

PCU's/hr 300 200 100 0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 TIME Real time traffic scenario along Kogilu Road towards NH-7. (2 lanes) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 257(193) 22 (26) 273 (273) 29 (64) 581(556) 0.31 8:00-9:00 482(362) 45 (54) 435 (435) 67 (147) 1029(998) 0.55 9:00-10:00 426(320) 52 (62) 398 (398) 53 (117) 929(897) 0.50 10:00-11:00 336(252) 43 (52) 350 (350) 50 (110) 779(764) 0.42 11:00-12:00 289(217) 30 (36) 281 (281) 45 (99) 645(633) 0.35 4:00-5:00 pm 350(263) 35 (42) 402 (402) 40 (88) 827(795) 0.44 5:00-6:00 492(369) 48 (58) 411 (411) 58 (128) 1009(965) 0.54 6:00-7:00 451(338) 55 (66) 321 (321) 60 (132) 887(857) 0.48 7:00-8:00 271(203) 40 (48) 262 (262) 32 (70) 605(584) 0.32 8:00-9:00 pm 211(158) 29 (35) 206 (206) 20 (44) 466(443) 0.25 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 998 PCU’s as per IRC-106:1990 during 8:00 am to 9:00 am. Vehicle Composition and Traffic flow distribution along Kogilu Road towards NH-7. (2 lanes)

B/L 7%

2Wh 47% 4Wh 42%

3Wh 4% 1200 998 965 1000 897 857 764 795 800 633 556 584 600 443 PCU's/hr 400

200

0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 8.00-9.00 9:00-10:00 TIME Real time traffic scenario along Kogilu Road towards Thanisandra Road. (2 lanes) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 264(198) 26 (31) 242 (242) 18 (40) 550 (511) 0.28 8:00-9:00 336(252) 40 (48) 376 (376) 61 (134) 813 (810) 0.45 9:00-10:00 468(351) 45 (54) 467 (467) 44 (97) 1024 (969) 0.54 10:00-11:00 359(269) 25 (30) 325 (325) 29 (64) 738 (688) 0.38 11:00-12:00 pm 285(214) 38 (46) 305 (305) 32 (70) 660 (635) 0.35 4:00-5:00 pm 380(285) 49 (59) 348 (348) 40 (88) 817 (780) 0.43 5:00-6:00 422(317) 55 (66) 435 (435) 37 (81) 949 (899) 0.50 6:00-7:00 512(384) 51 (61) 450 (450) 53 (117) 1066 (1012) 0.56 7:00-8:00 342(257) 42 (50) 380 (380) 50 (110) 814(797) 0.44 8:00-9:00 pm 165(124) 31 (37) 203 (203) 26 (57) 425 (421) 0.23

The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 1012 PCU’s as per IRC-106:1990 during 6:00 pm to 7:00 pm. Vehicle Composition and Traffic flow distribution along Kogilu Road towards Thanisandra Road. (2 lanes) .

B/L 4%

2Wh 46%

4Wh 46%

1200 969 1012 1000 899 810 3Wh 797 4% 780 800 688 635 600 511 421 PCU's/hr 400

200

0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 8.00-9.00 9:00-10:00 TIME Real time traffic scenario along Thanisandra Road towards Bagalur. (2 lanes) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 271(203) 18(22) 215(215) 28(62) 532(501) 0.28 8:00-9:00 384(288) 32(38) 312(312) 40(88) 768(726) 0.40 9:00-10:00 456(342) 41(49) 384(384) 49(108) 930(883) 0.49

10:00-11:00 413(310) 37(44) 328(328) 36(79) 814(761) 0.42

4:00-5:00 pm 324(243) 22(26) 229(229) 31(68) 606(567) 0.31 5:00-6:00 342(257) 47(56) 251(251) 42(92) 682(656) 0.36 6:00-7:00 405(304) 29(35) 279(279) 53(117) 766(734) 0.41 7:00-8:00 286(215) 24(29) 231(231) 24(53) 565(527) 0.29

The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 883 PCU’s as per IRC-106:1990 during 9:00 am to 10:00 am. Vehicle Composition and Traffic flow distribution along Thanisandra Road towards Bagalur. (2 lanes) .

B/L 5%

2wh 51% 4Wh 41%

3Wh 4% 1000 900 883 761 800 726 734 656 700 567 600 501 527 500

PCU'S/Hr 400 300 200 100 0 7.00-8.00 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 5:00-6:00 6:00-7:00 7:00-8:00 TIME Real time traffic scenario along Thanisandra Road towards Hebbal. (2 lanes) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 261(196) 19(23) 247(247) 23(51) 550(516) 0.29 8:00-9:00 364(273) 56(67) 308(308) 40(88) 768(736) 0.41 9:00-10:00 357(268) 41(49) 345(345) 46(101) 789(763) 0.42

10:00-11:00 348(261) 38(46) 274(274) 34(75) 694(655) 0.36

4:00-5:00 pm 325(244) 22(26) 268(268) 21(46) 636(584) 0.32 5:00-6:00 416(312) 48(58) 386(386) 39(86) 889(841) 0.47 6:00-7:00 349(262) 31(37) 325(325) 28(62) 733(686) 0.38 7:00-8:00 312(234) 22(26) 256(256) 19(42) 609(558) 0.31

The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 841 PCU’s as per IRC-106:1990 during 5:00 pm to 6:00 pm. Vehicle Composition and Traffic flow distribution along Thanisandra Road towards Hebbal. (2 lanes) . B/L 4%

2Wh 47% 4Wh 43%

3Wh 5%

900 841 736 763 800 655 686 700 584 558 600 516 500 400 PCU's/Hr 300 200 100 0 7.00-8.00 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 5:00-6:00 6:00-7:00 7:00-8:00 Time Real time traffic scenario along Doddaballapura Road towards Airport Road. (3 lanes) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 397(298) 40(48) 384(384) 41(90) 862(820) 0.30 8:00-9:00 685(514) 86(103) 594(594) 74(163) 1439(1374) 0.51 9:00-10:00 889(667) 126(151) 712(712) 98(216) 1825(1746) 0.65 10:00-11:00 778(584) 101(121) 691(691) 83(183) 1653(1578) 0.58 11:00-12:00 624(468) 71(85) 618(618) 63(139) 1376(1310) 0.49 4:00-5:00 pm 526(395) 65(78) 475(475) 51(112) 1117(1060) 0.39 5:00-6:00 618(464) 93(112) 759(759) 78(172) 1548(1506) 0.56 6:00-7:00 726(545) 143(172) 801(801) 69(152) 1739(1669) 0.62 7:00-8:00 824(618) 110(132) 630(630) 109(240) 1673(1620) 0.60 8:00-9:00 401(301) 79(95) 518(518) 70(154) 1068(1068) 0.40 9:00-10:00 364(273) 32(38) 321(321) 49(108) 766(740) 0.27 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 1746 PCU’s as per IRC-106:1990 during 9:00 am to 10:00 am. Vehicle Composition and Traffic flow distribution along Doddaballapura Road towards Airport Road. (3 lanes)

B/L 5%

4Wh 2Wh 39% 49%

3Wh 7%

2000 1746 1669 1800 1578 1620 1506 1600 1374 1400 1310 1200 1060 1068 1000 820 740 PCU's/hr 800 600 400 200 0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 11:00-12:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 8:00-9:00 9:00-10:00 TIME Real time traffic scenario along Doddaballapura Road towards Doddaballapura. (3 lanes) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 412(309) 59(71) 356(356) 40(88) 867(824) 0.31 8:00-9:00 578(434) 81(97) 530(530) 62(136) 1251(1197) 0.44 9:00-10:00 673(505) 169(203) 703(703) 95(209) 1640(1620) 0.60 10:00-11:00 512(384) 102(122) 651(651) 101(222) 1366(1380) 0.51 11:00-12:00 590(443) 97(116) 442(442) 78(172) 1207(1173) 0.43 4:00-5:00 pm 385(289) 78(94) 397(397) 59(130) 919(909) 0.34 5:00-6:00 726(545) 134(161) 562(562) 66(145) 1488(1413) 0.52 6:00-7:00 824(618) 152(182) 695(695) 87(191) 1758(1687) 0.62 7:00-8:00 650(488) 119(143) 513(513) 72(158) 1354(1302) 0.48 8:00-9:00 459(344) 86(103) 417(417) 54(119) 1016(983) 0.36 9:00-10:00 396(297) 67(80) 374(374) 46(101) 883(853) 0.32 The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 1687 PCU’s as per IRC-106:1990 during 6:00 pm to 7:00 pm. Vehicle Composition and Traffic flow distribution along Doddaballapura Road towards Doddaballapura. (3 lanes)

B/L 5%

4Wh 2Wh 40% 47%

3Wh 9%

1800 1620 1687 1600 1380 1413 1400 1302 1197 1173 1200 983 909 1000 824 853 800 PCU's/hr 600 400 200 0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 11:00-12:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 8:00-9:00 9:00-10:00 TIME Real time traffic scenario along Neo Town Road towards Yelahanka. (2 lanes) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 98(74) 31(37) 92(92) 8(18) 229(220) 0.12 8:00-9:00 256(192) 65(78) 138(138) 12(26) 471(434) 0.24 9:00-10:00 450(338) 81(97) 245(245) 24(53) 800(733) 0.41

10:00-11:00 312(234) 70(84) 169(169) 18(40) 569(527) 0.29

4:00-5:00 pm 210(158) 45(54) 91(91) 10(22) 356(325) 0.18 5:00-6:00 376(282) 78(94) 211(211) 16(35) 681(622) 0.35 6:00-7:00 306(230) 91(109) 273(273) 21(46) 691(658) 0.37 7:00-8:00 481(361) 52(62) 152(152) 10(22) 695(597) 0.33

The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 733 PCU’s as per IRC-106:1990 during 9:00 am to 10:00 am. Vehicle Composition and Traffic flow distribution along Neo Town Road towards Yelahanka. (3 lanes)

B/L 3% 4Wh 31%

2Wh 56% 3Wh 10%

800 733 700 658 622 597 600 527 500 434 400 325

PCU's/hr 300 220 200 100 0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 Time Real time traffic scenario along Neo Town Road towards M S Palya. (3 lanes) Timing 2Wh 3Wh 4Wh B/L Total v/c 7:00-8:00 am 189(142) 22(26) 152(152) 11(24) 374(344) 0.19 8:00-9:00 320(240) 31(37) 271(271) 18(40) 640(588) 0.33 9:00-10:00 412(309) 46(55) 315(315) 23(51) 796(730) 0.41

10:00-11:00 295(221) 37(44) 242(242) 32(70) 606(578) 0.32

4:00-5:00 pm 351(263) 41(49) 201(201) 15(33) 853(789) 0.30 5:00-6:00 426(320) 58(70) 343(343) 26(57) 853(789) 0.44 6:00-7:00 332(249) 49(9) 298(298) 38(84) 717(689) 0.38 7:00-8:00 278(209) 30(36) 351(351) 30(66) 689(662) 0.37

The traffic projections are made as per IRC considering the vehicular growth taking place from past 5 years. Ø The Socio-economic development that are taking place in the study area based on the likelihood of land use activities and changes in transportation systems. Note: The highest peak observed is 789 PCU’s as per IRC-106:1990 during 5:00 pm to 6:00 pm. Vehicle Composition and Traffic flow distribution along Neo Town Road towards M S Palya. (3 lanes) B/L 3%

4Wh 40% 2Wh 50%

3Wh 7%

900 789 800 730 689 662 700 588 578 600 546 500 400 344 PCU's/hr 300 200 100 0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 Time Real Time V/C and Level of Service of Study roads within 5 km Radius Existing Road Towards V (PCU/hr) C, Capacity LOS V/C NH-7 / AH-43 Bangalore City 1200 2700 0.44 C (3+3) lanes MCW. Airport/Yelahanka 1139 2700 0.42 C NH-7 / AH-43 Bangalore City 669 1800 0.37 B (2+2 )lanes SR. Airport/Yelahanka 703 1800 0.39 B ORR BEL circle 1573 2700 0.58 C (3+3) lanes MCW K R Puram 1594 2700 0.59 C ORR BEL circle 765 1800 0.43 C (2+2 )lanes SR. K R Puram 795 1800 0.44 C Thanisandra Road Hebbal 841 1800 0.47 C (2+2 ) lanes divided Bagalur 883 1800 0.49 C Jakkur Road. NH-7 981 1800 0.54 C (2+2 lanes divided) Thanisandra road 732 1800 0.41 C Dasarahalli Road. (3 lanes Undivided) 1144 2700 0.42 C Kodigehalli Road.(2 lanes Undivided) 794 1800 0.44 C Contd… C, Existing Road Towards V (PCU/hr) LOS Capacity V/C Airport Road 1746 2700 0.65 D Doddaballapura Road Doddaballapura 1687 2700 0.62 D Kogilu Road. NH-7 998 1800 0.55 C (2+2) lanes Divided Thanisandra Rd. 1012 1800 0.56 C Neo Town Road M S Palya 789 1800 0.44 C (2+2) lanes Divided Yelahanka 733 1800 0.41 C

V/C LOS Performance 0.0 - 0.2 A Excellent 0.2 - 0.4 B Very Good 0.4 - 0.6 C Good 0.6 - 0.8 D Fair/Average 0.8 - 1.0 E Poor 1.0& Above F Very Poor V= Volume in PCU’s/hr & C= Capacity in PCU’s/ hr LOS = Level of Service Note: IRC is accepting the fact that, in Indian roads the real congestion starts when V/C ratio is >1, i.e., for forced flow. Till this limit the road is free for traffic movement without any impediments. Hence it is acceptable as normal upto V/C =1 and the performance will be taken as good only. Real Time Traffic Scenario within 5km radius from the project site. Ø The Project is located along NH-7 service road, the entry /exit is provided through the same. Ø All types of vehicles i.e., 2Wh, 3Wh, 4Wh, Trucks and B/L move along the study road. As per study (per minute) Road Towards 2wh 3wh 4wh TT B/ L Bangalore City NH-7 / AH-43 11 or 12 1 or 2 9 or 10 - 1 or 2 (3+3) lanes MCW Airport/Yelahanka 11 or 12 1 or 2 8 or 9 - 1 or 2

NH-7 / AH-43 Bangalore City 5 or 6 1 or 2 5 or 6 - 1 or 2 (2+2 )lanes SR. Airport/Yelahanka 6 or 7 1 or 2 5 or 6 - 1 or 2

ORR BEL circle 12 or 13 1 or 2 13 or 14 1 or 2 1 or 2 (3+3) lanes MCW K R Puram 12 or 13 1 or 2 11 or 12 1 or 2 1 or 2

ORR BEL circle 6 or 7 1 or 2 4 or 5 1 or 2 1 or 2 (2+2 )lanes SR. K R Puram 7 or 8 1 or 2 3 or 4 1 or 2 1 or 2

Thanisandra Road Hebbal 6 or 7 1 or 2 6 or 7 - 1 or 2 (2+2 ) lanes divided Bagalur 7 or 8 1 or 2 6 or 7 - 1 or 2

Jakkur Road. NH-7 8 or 9 1 or 2 7 or 8 - 1 or 2 (2+2 lanes divided) Thanisandra road 4 or 5 1 or 2 5 or 6 - 1 or 2 Contd…

As per study (per minute) Road Towards

Dasarahalli Road. (3 lanes Undivided) 9 or 10 1 or 2 6 or 7 1 or2 Kodigehalli Road.(2 lanes Undivided) 7 or 8 1 or 2 5 or 6 1 or 2 Airport Road 14 or 15 2 or 3 11 or 12 1or 2 Doddaballapura Road Doddaballapura 13 or 14 2 or 3 11 or 12 1or 2 Kogilu Road. NH-7 8 or 9 1 or 2 7 or 8 1 or 2 (2+2) lanes Divided Thanisandra Rd. 8 or 9 1 or 2 7 or 8 1 or 2

Neo Town Road M S Palya 7 or 8 1 or 2 4 or 5 1 or 2 (2+2) lanes Divided Yelahanka 7 or 8 1 or 2 5 or 6 1 or 2

ØThe observed speed indicates that the vehicles are well within the speed limits and hence the road safety is ensured. 733 PCU’s/ hr D B Road 9:00 to 10:00 am Kogilu Road NH-7 T S Rd.

Yelahanka Bagalur

998 PCU’s/ hr 1012 PCU’s/ hr C B Road Neo Town Road 8:00 to 9:00 am 6:00 to 7:00 pm

Neo Town Rd. PCU’s/ hr 883 am to 10:00 GKVK Campus 732 PCU’s/ hr 9:00 6:00 to 7:00 pm M S Palya 981 PCU’s/ hr

/ hr pm 6:00 to 7:00 pm T S Rd. 6:00 Project Site to 789 PCU’s NH-7 :00 Kodigehalli Road 794 5 PCU’s/ hr 9:00 Jakkur Road to 10:00 NH-7/Airport Road am Thanisandra Road

NH-7 Dasarahalli Road NH-7 1144 PCU’s/ hr pm 9:00 to 10:00 am

T S Rd. 6:00

to to PCU’s/ hr PCU’s/ BEL Circle K R Puram

Outer Ring Road :00

841 841 5

Hebbal Real time Traffic Scenario within 5km radius from the project site. 1687 PCU’s/ hr D B Road Kogilu Road 6:00 to 7:00 pm NH-7 T S Rd.

NH-7 Bagalur 1746 9:00 PCU’s/ hr C B Road to 1139 PCU’s/ hr (MCW) Neo Town Road 10:00

Neo Town Rd. 6:00 to 7:00 pm am & 703 PCU’s / hr (SR) 9:00 to 10:00 am

Kodigehalli Road M S Palya GKVK Campus

Project Site T S Rd. NH-7 Jakkur Road NH-7/Airport Road

NH-7 Thanisandra Road 1573 PCU’s/ hr (MCW) 6:00 to 7:00 pm NH-7 Dasarahalli Road 1594 PCU’s/ hr (MCW) & 765 PCU’s/ hr (SR) 1200 PCU’s/ hr 9:00 to 10:00 am 7:00 to 8:00 pm (MCW) & 669 & 795 PCU’s/ hr (SR) PCU’s/ hr (SR) T S Rd. 8:00 to 9:00 am 8:00 to 9:00 am BEL Circle Outer Ring Road K R Puram

Hebbal Real time Traffic Scenario within 5km radius from the project site. Traffic impact and Measures taken During Construction for roads within 5km radius. § The addition of 20 Lorries per day carrying construction material do not change any significantly the traffic flow. Hence OK. § V/C during construction (Lorries) = 0.44, 0.42, 0.37, 0.39, 0.58, 0.59, 0.43, 0.44, 0.47, 0.49, 0.54, 0.41, 0.42, 0.44, 0.65, 0.62, 0.55, 0.56, 0.44 and 0.41. § The present level of service will remain “C, C, B, B, C, C, C, C, C, C, C, C, C, C, D, D, C, C, C, and C” along NH-7 towards Bangalore City and Airport (MCW & SR) and ORR towards BEL Circle and K R Puram (MCW & SR), thanisandra road towards Bagalur and Hebbal, Jakkur road towards NH-7 & Thanisandra, Dasarahalli road and Kodigehalli road, Doddaballapura road towards Airport road and Doddaballapura, Kogilu road towards NH-7 and Thanisandra, Neo Town road towards M S Palya and Yelahanka respectively. § Number of trucks coming to the site (Off peak hours). § Day time –15 no’s, Night time – 5 no’s. § The addition do not make any significant change for traffic movement at any given time. § Vehicles carrying construction materials will be well covered to prevent any spillage. § Vehicles hired for construction material will be in good condition and conforms to noise and air emission standards. § Vehicles will operate only during non peak hour Parking logistics for the Project Car park Requirement (For Residential) Apartment Area in sq.m No. of APTS No. of Cars Total Less than 50 sqm 210 1 per 2 apts 105 50sq.m -150sq.m 928 1 928 150sqm -225sq.m 1103 1 1103 225sqm -300sq.m 0 2 0 TOTAL 2241 apts 2136 cars Additional 10% visitors car parking 214 cars Car parking for club(1 car per 50 sqm) 120cars Total Requirement( for Residential) 2470 cars Total Car Parking Provided SL no. Level No’s 1 Surface Parking 45 2 Residential Basement 1 1410 3 Residential Basement 2 1350 Total Car Parking Provided 2805 Commercial Parking Requirement

Activity Parking at Total No. Total FAR Area 427850 Commercial 50 sq.mtrs = 1 car Park on FAR Car Parking Required 8557 Car Parking Provided: Sl no. Level Total No. 1 Basement 4 2140 2 Basement 3 2147 3 Basement 2 2150 4 Basement 1 1874 5 Surface Parking 260 Total Car Parking Provided 8571 vCar Parking Required for the both the Residential and commercial is = 2470+8557 =11027 no. vCar Parking Provided for the both the Residential and commercial is = 2805+8571= 11376 no. TRAFFIC FLOW LOGISTICS ØTotal traffic generated from this project = 11376 PCU’s. ØGenerally the residential vehicles will egress in the morning and in the same time commercial vehicles will ingress and vice versa during evening. Hence considering the opposite strategies during entry and exit, out of the two activities commercial activity generates higher number of vehicles and the impact is more from commercial (8571 PCU’s) as compared to Residential (2805 PCU’s). ØIn commercial activity, the vehicles will operate in shifts basis, considering 3 shifts per day, the total traffic generated per shift will be, Ø8571/3 =2857 PCU’s/Shift. ØThis traffic is distributed for 2 hours peak for each shift due to the proposal activities. ØTherefore, the hourly volume in PCU’s will be 2857/2 =1429 PCU’s/hr. Ø This hourly generated 100% traffic (1429 PCU’s/hr) will exit to service road of Bangalore- Hyderabad highway towards Yelahanka. Cont….

ØSince the service road is operated by two way traffic flow and as per the traffic flow pattern considering the urban activities towards the bangalore city is more, 60% of the traffic will move towards Bangalore city side and remaining 40% will move towards Yelahanka/Devanahalli side after joining main CW. Though, all the vehicles will find immediate joining to main CW but uses the service road before joining. i.e., 60%X 1429= 857 PCU’s/hr will move along Bangalore- Hyderabad highway towards Bangalore city (MCW) . 40%X 1429= 572 PCU’s/hr will move along Bangalore- Hyderabad highway towards Yelahanka (MCW). Changed V/C & LOS- By adding the generated traffic to the existing traffic within 5km radius from the Project Site

Existing Modified Road Towards V C V/C LOS V V/C LOS

Bangalore City 1200 2700 0.44 C 1200+857=2057 0.76 D NH-7 / AH-43 (3+3) lanes MCW. Airport/Yelahanka 1139 2700 0.42 C 1139+572=1711 0.63 D

NH-7 / AH-43 Bangalore City 669 1800 0.37 B 669 0.37 B (2+2 )lanes SR. Airport/Yelahanka 703 1800 0.39 B 703+1429=2132 1.18 F

BEL circle 1573 2700 0.58 C 1573 0.58 C ORR (3+3) lanes MCW K R Puram 1594 2700 0.59 C 1594 0.59 C

ORR BEL circle 765 1800 0.43 C 765 0.43 C (2+2 )lanes SR. K R Puram 795 1800 0.44 C 795 0.44 C

Thanisandra Hebbal 841 1800 0.47 C 841 0.47 C Road (2+2 ) lanes Bagalur 883 1800 0.49 C 883 0.49 C divided Jakkur Road. NH-7 981 1800 0.54 C 981 0.54 C (2+2 lanes divided) Thanisandra road 732 1800 0.41 C 732 0.41 C Cont….

Existing Modified Road Towards V C V/C LOS V V/C LOS Dasarahalli Road. (3 lanes Undivided) 1144 2700 0.42 C 1144 0.42 C

Kodigehalli Road.(2 lanes Undivided) 794 1800 0.44 C 794 0.44 C

Airport Road 1746 2700 0.65 D 1746 0.65 D Doddaballapura Road Doddaballapura 1687 2700 0.62 D 1687 0.62 D

Kogilu Road. NH-7 998 1800 0.55 C 998 0.55 C (2+2) lanes Divided Thanisandra Rd. 1012 1800 0.56 C 1012 0.56 C Neo Town Road M S Palya 789 1800 0.44 C 789 0.44 C (2+2) lanes Divided Yelahanka 733 1800 0.41 C 733 0.41 C Projected traffic for next Five year based on individual vehicular growth as per IRC : 37-2001 Within 5km Radius Vehicle 2Wh 3Wh 4Wh TT B/L Type Road Total % Growth 7.68 6.53 11.82 1.10 7.14 Towards NH-7 / AH-43 Bangalore City 898(673) 55(66) 691(691) - 34(74) 1677(1504) (3+3) lanes MCW. Airport/Yelahanka 869(652) 44(33) 663(663) - 26(58) 1603(1426)

Bangalore City NH-7 / AH-43 460(345) 33(39) 361(361) - 42(93) 897(839) (2+2 )lanes SR. Airport/Yelahanka 519(389) 33(39) 390(390) - 29(63) 970(881) ORR BEL circle 988(741) 47(57) 963(963) 35(70) 51(113) 2085(1944) (3+3) lanes MCW K R Puram 978(733) 80(96) 855(855) 63(126) 72(159) 2048(1970) BEL circle ORR 498(373) 106(128) 308(308) 30(60) 42(93) 985(963) (2+2 )lanes SR. K R Puram 547(410) 100(121) 283(283) 35(70) 52(115) 1018(1000)

Thanisandra Hebbal 538(403) 71(85) 463(463) - 49(107) 1121(1059) Road (2+2 ) lanes Bagalur 590(442) 61(73) 461(461) - 61(135) 1172(1110) divided Jakkur Road. NH-7 621(466) 59(71) 518(518) 80(176) 1278(1231) (2+2 lanes divided) Thanisandra road 331(248) 84(101) 362(362) - 96(212) 874(953) Cont….

Vehicle 2Wh 3Wh 4Wh B/L Type Road Total % Growth 7.68 6.53 11.82 7.14 Towards Dasarahalli Road. (3 lanes Undivided) 729(547) 143(172) 502(502) 106(234) 1480(1454)

Kodigehalli Road.(2 lanes Undivided) 554(415) 66(80) 366(366) 65(143) 1051(1004)

Airport Road Doddaballapura 1150(862) 186(223) 854(854) 122(269) 2313(2209) Road Doddaballapura 1066(799) 225(270) 834(834) 109(239) 2233(2142)

NH-7 Kogilu Road. 623(468) 66(80) 522(522) 84(184) 1295(1253) (2+2) lanes Divided Thanisandra Rd. 662(497) 75(90) 540(540) 66(146) 1344(1273)

M S Palya 551(413) 86(103) 412(412) 32(71) 1081(999) (Neo Town Road (2+2) lanes Divided Yelahanka 582(436) 120(144) 294(294) 30(66) 1026(940) ModifiedModified V/C and V/C LOS & for LOS the within projected 5km traffic Radius (Stage-2)

Projected Traffic for next five Modified V/C and LOS after Road Towards years adding the generated traffic V C V/C LOS V V/C LOS

Bangalore City 2700 0.56 C 0.87 E NH-7 / AH-43 1504 1504+857= 2361 (3+3) lanes MCW. Airport/Yelahanka 1426 2700 0.53 C 1426+572=1998 0.74 D

Bangalore City 1800 0.47 C 0.47 C NH-7 / AH-43 839 839 (2+2 )lanes SR. Airport/Yelahanka 881 1800 0.49 C 881+1429= 2310 1.28 F

ORR BEL circle 1944 2700 0.72 D 1944 0.72 D (3+3) lanes MCW K R Puram 1970 2700 0.73 D 1970 0.73 D

ORR BEL circle 963 1800 0.54 C 963 0.54 C (2+2 )lanes SR. K R Puram 1000 1800 0.56 C 1000 0.56 C

Thanisandra Road Hebbal 1059 1800 0.59 C 1059 0.59 C (2+2 ) lanes divided Bagalur 1110 1800 0.62 D 1110 0.62 D

NH-7 1231 1800 0.68 D 1231 0.68 D Jakkur Road. (2+2 lanes divided) Thanisandra road 953 1800 0.53 C 953 0.53 C Cont….

Existing Modified Road Towards V C V/C LOS V V/C LOS Dasarahalli Road. (3 lanes Undivided) 1454 2700 0.54 C 1454 0.54 C

Kodigehalli Road.(2 lanes Undivided) 1004 1800 0.56 C 1004 0.56 C

Airport Road 2209 2700 0.82 D 2209 0.82 D Doddaballapura Road Doddaballapura 2142 2700 0.79 D 2142 0.79 D

Kogilu Road. NH-7 1253 1800 0.70 D 1253 0.70 D (2+2) lanes Divided Thanisandra Rd. 1273 1800 0.71 D 1273 0.71 D Neo Town Road M S Palya 999 1800 0.56 C 999 0.56 C (2+2) lanes Divided Yelahanka 940 1800 0.52 C 940 0.52 C Proposed widening as per BDA-CDP/ NHAI

45 m Doddaballapura Road 24 m Kogilu Road

24 m Neo Town Road

NH-7/Airport Road

45 m Cont….

30 m

Thanisandra Road Cont….

Project Site 30 m Jakkur Road

45 m

18 Road NH-7/Airport m Kodigehalli Road 18 m Dasarahalli Road 45 m

45 NH-7/Airport Road m

Outer Ring Road D B Road 45 C B Road m Bagalur NH-7 Kogilu Road Neo Town Road D B Road T S Rd.

Neo Town Rd.

30 M S Palya m Kodigehalli Road Project Site 30 T S Rd. 18 Jakkur West St. m m Jakkur Road Lottegollahalli Stn. NH-7/Airport Road T S Rd. Kodigehalli Stn. NH-7

NH-7 Dasarahalli Road Thanisandra Road

Metro- Alignment Outer Ring Road K R Puram BEL Circle Sub Urban Train Major Roads Changed Scenario-1 After widening fallowing roads within 5km radius. ØThe fallowing roads only widened. Ø This scenario is developed as changed scenario-1 and corresponding V/C, LoS and performance is worked below.

Modified V/C and LOS after Changed scenario-1 After adding the generated traffic widening Road Towards V C V/C LOS V C V/C LOS

Hebbal 1059 1800 0.59 C 1059 2700 0.39 B Thanisandra Road Bagalur 1110 1800 0.62 D 1110 2700 0.41 C

NH-7 1231 1800 0.68 D 1231 2700 0.46 C Jakkur Road Thanisandra 953 1800 0.53 C 953 2700 0.35 B

Kodigehalli Road 1004 1800 0.56 C 1004 3600 0.28 B

Doddaballapura 2209 2700 0.82 D 2209 4500 0.49 C Doddaballapura Road Yelahanka 2142 2700 0.79 D 2142 4500 0.48 C Changed Scenario-2 (Commuter Rail System from SWR) ØIt is proposed to run local trains/Commuter rail upto Doddaballapura and Yerthaganahalli towards KIA. South Western Railway has already approved the scheme and the state government will be preparing the cost estimation. The station and its details are shown in the Google image. Ø CRS will improve and reduce the impact due to traffic along roads and the stations are Jakkur west, Kodigehalli and Yelahanka. ØAs per the projections made by MOUD/SWR, Kodigehalli Road, NH-7/Airport road and Neo Town Road, Doddaballapura will reduce the traffic on the road by 15%, i.e,. 0.15 x 2361 = 354 Then the traffic reduces to 2361 – 354 = 2007 PCU’s/hr along NH-7 towards Bangalore City (MCW) . 0.15 x 1998 = 300 Then the traffic reduces to 1998 -300 = 1698 PCU’s/hr along NH-7 towards Airport. (MCW) 0.15 x 839 = 126 Then the traffic reduces to 839-126 = 713 PCU’s/hr along NH-7 towards Bangalore City (SR) . 0.15 x 2310 = 347 Then the traffic reduces to 2310-347 = 1963 PCU’s/hr along NH-7 towards Airport. (SR). 0.15 x 1004 = 151 Then the traffic reduces to 1004-151 = 853 PCU’s/hr along Kodigehalli Road. Cond….

Ø0.15 x 2209 = 331 Then the traffic reduces to 2209-331= 1878 PCU’s/hr along Doddaballapura Road towards Airport Road. Ø0.15 x 2142 = 321 Then the traffic reduces to 2142-321= 1821 PCU’s/hr along Doddaballapura Road towards Doddaballapura. Ø0.15 x 999 = 150 Then the traffic reduces to 999 -150 = 849 PCU’s/hr along Neo Town Road towards M S Palya. Ø0.15 x 940 = 141 Then the traffic reduces to 940 -141 = 799 PCU’s/hr along Neo Town Road towards Yelahanka.

Stations come under the influence of CRS are Kodigehalli, Jakkur West, Yelahanka South and Yelahanka junction. CRS alignment falls within the 5km Radius from the Project Site And Kodigehalli, Jakkur West, Yelahanka South and Yelahanka junction and the impact for these roads are obtained. CRS Stations indicating the 5km area of influence

Jakkur west

Kodigehalli Contnd..,

Changed Scenario-1 Changed Scenario-2 Road Towards After widening Commuter Rail system V C V/C LOS V C V/C LOS

NH-7/ Airport Bangalore City No Widening 2007 2700 0.74 D Road (3+3 lanes Airport No Widening 1698 2700 0.63 D divided) MCW NH-7/ Airport Bangalore City No Widening 713 1800 0.40 B or C Road (2+2 lanes Airport No Widening 1963 1800 1.09 F divided) SR

Kodigehalli Road. 1004 3600 0.28 B 853 3600 0.24 B

Doddaballapura Airport 2209 4500 0.49 C 1878 4500 0.42 C Road. (3+3 lanes Doddaballapura 2142 4500 0.48 C 1821 4500 0.40 B or C divided)

Neo Town Road M S Palya No Widening 849 1800 0.47 C (2+2 lanes divided) Yelahanka No Widening 799 1800 0.44 C Changed Scenario-3 After Namma METRO alignment extension from Nagasandra to BIEC ØPhase-3 & 4 of Metro extension is under progress from Nagawara to Airport. Nearest station to the project site is100 m away. Once the complete route is operational, as per the projection made by RITES/BMRCL, there will be reduction of 40% traffic along NH-7 /Airport road, Jakkur road, Thanisandra road, Kogilu road, ORR. Ø Since the project site resides along the Metro, NH-7 /Airport road, Jakkur road, Thanisandra road, Kogilu road, ORR experiences reduction of 40 % traffic. i.e., 0.4x2007=803 PCU’s/hr, then the traffic reduces to 2007-803 =1204 PCU’s/hr along NH-7 towards Bangalore city. (MCW) 0.4x1698 = 679 PCU’s/hr, then the traffic reduces to 1698 - 679= 1019 PCU’s/hr along NH-7 towards Yelahanka. (MCW) 0.4x713 = 285 PCU’s/hr, then the traffic reduces to 713 - 285 = 428 PCU’s/hr along NH-7 towards Bangalore city. (SR) 0.4x1963 =785 PCU’s/hr, then the traffic reduces to 1963-785 = 1178 PCU’s/hr along NH-7 towards Bangalore city. (SR) Contnd.., Ø 0.4x1059 = 424 PCU’s/hr, then the traffic reduces to 1059 – 424 = 635 PCU’s/hr along Thanisandra Road towards Hebbal. Ø 0.4x1110 = 444 PCU’s/hr, then the traffic reduces to 1110-444 = 666 PCU’s/hr along Thanisandra Road towards Bagalur. Ø0.4x1231 = 492 PCU’s/hr, then the traffic reduces to 1231 – 492 = 739 PCU’s/hr along Jakkur Road towards NH-7 Ø 0.4x 953 = 381 PCU’s/hr, then the traffic reduces to 953 – 381 = 572 PCU’s/hr along Jakkur Road towards Thanisandra . Ø0.4x 1253 = 501 PCU’s/hr, then the traffic reduces to 1253 – 501 = 752 PCU’s/hr along Kogilu Road towards NH-7. Ø0.4x 1273 = 509 PCU’s/hr, then the traffic reduces to 1273 – 509 = 764 PCU’s/hr along Kogilu Road towards Thanisandra. Ø0.4x 1944 = 778 PCU’s/hr, then the traffic reduces to 1944 - 778 = 1166 PCU’s/hr along ORR towards BEL Circle (MCW). Ø0.4x 1970 = 788 PCU’s/hr, then the traffic reduces to 1970 – 788 = 1182 PCU’s/hr along ORR towards K R Puram (MCW). Ø0.4x 963 = 385 PCU’s/hr, then the traffic reduces to 963 – 385 = 578 PCU’s/hr along ORR towards K R Puram (MCW). Ø0.4x 1000 = 400 PCU’s/hr, then the traffic reduces to 1000 – 400 = 600 PCU’s/hr ORR towards K R Puram (MCW). METRO alignment Phase 1, 2 & 3 Kogilu Rd BIEC Nagavara

Whitefield

Kengeri

Anjanapura Gottigere Bommasandra Nagawara Contnd.., Contnd..,

Project Site Contnd.., Changed Scenario-2 Changed Scenario-3 Road Towards Commuter Rail system after Namma METRO V C V/C LOS V C V/C LOS

NH-7/ Airport Road Bangalore City 2007 2700 0.74 D 1204 2700 0.45 C (3+3 lanes divided) MCW Airport 1698 2700 0.63 D 1019 2700 0.38 B NH-7/ Airport Road Bangalore City 713 1800 0.40 B or C 428 1800 0.16 A (2+2 lanes divided) SR Airport 1963 1800 1.09 F 1178 1800 0.65 D

ORR (MCW) BEL Circle 1166 2700 0.43 C Nil (3+3 lanes Divided) K R Puram 1182 2700 0.44 C

ORR (SR) BEL Circle 578 1800 0.32 B Nil (2+2 lanes Divided K R Puram 600 1800 0.33 B

Thanisandra Road Hebbal 635 2700 0.24 B Nil (2+2 lanes divided) Bagalur 666 2700 0.25 B

Jakkur Road. NH-7 739 2700 0.27 B Nil (2+2 lanes divided) Thanisandra 572 2700 0.21 B Kogilu Road M S Palya 752 1800 0.42 C Nil (2+2 lanes divided) Yelahanka 764 1800 0.42 C Consolidated V/C and level of service for changed scenarios within 5km radius. Changed Modified Changed Changed V/C and V/C and Changed Scenario-2 Scenario-3 Projected LOS by LOS by Scenario-1 After Existing traffic after After adding adding the After introducing introducing Road Five years Towards generated generated Widening Commuter Metro traffic traffic Rail System LO V/C LOS V/C V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS S Bangalore NH-7 / AH- 0.44 C 0.76 D 0.56 C 0.87 E 0.74 D 0.45 C 43 City No (3+3) lanes Airport/Yel Widening 0.42 C 0.63 D 0.53 C 0.74 D 0.38 B MCW. ahanka 0.63 D Bangalore NH-7 / AH- 0.37 B 0.37 B 0.47 C 0.47 C 0.40 B or C 0.16 A 43 City No (2+2 )lanes Airport/Yel widening 0.39 B 1.18 F 0.49 C 1.28 F SR. ahanka 1.09 F 0.65 D

ORR BEL circle 0.58 C 0.58 C 0.72 D 0.72 D No 0.43 C (3+3) lanes Nil Widening MCW K R Puram 0.59 C 0.59 C 0.73 D 0.73 D 0.44 C

ORR BEL circle 0.43 C 0.43 C 0.54 C 0.54 C No Nil 0.32 B (2+2 )lanes SR. K R Puram 0.44 C 0.44 C 0.56 C 0.56 C Widening 0.33 B Thanisandra Hebbal 0.47 C 0.47 C 0.59 C 0.59 C 0.39 B 0.24 B Road Nil (2+2 ) lanes Bagalur 0.49 C 0.49 C 0.62 D 0.62 D 0.41 C 0.25 B divided Contnd..,

Changed Scenario-2 Changed Changed V/C Modified V/C Changed Scenario-3 and LOS by Projected and LOS by After Scenario-1 After Existing adding traffic after adding the introducin After introducing Road Towards generated Five years generated g Widening Metro traffic traffic Commuter Rail System V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS Jakkur NH-7 0.54 C 0.54 C 0.68 D 0.68 D 0.46 C 0.27 B Road. Thanisandra Nil (2+2 lanes 0.41 C 0.41 C 0.53 C 0.53 C 0.35 B 0.21 B divided) road Dasarahalli Road. (3 lanes Nil 0.42 C 0.42 C 0.54 C 0.54 C No Widening Nil Undivided) Kodigehalli Road.(2 lanes Nil 0.44 C 0.44 C 0.56 C 0.56 C 0.28 B Undivided) 0.24 B

Airport Road 0.65 D 0.65 D 0.82 D 0.82 D 0.49 C 0.42 C Doddaballap Nil ura Road Doddaballapur B or 0.62 D 0.62 D 0.79 D 0.79 D 0.48 C 0.40 a C

Kogilu Road. NH-7 0.55 C 0.55 C 0.70 D 0.70 D 0.42 C No Widening Nil (2+2) lanes Thanisandra Divided 0.56 C 0.56 C 0.71 D 0.71 D Rd. 0.42 C

Neo Town M S Palya 0.44 C 0.44 C 0.56 C 0.56 C 0.47 C Road No Widening Nil (2+2) lanes Yelahanka 0.41 C 0.41 C 0.52 C 0.52 C Divided 0.44 C Traffic management Proposals for the smooth traffic flow circulation. NH-7 / Airport road (In front of project Site) Ø Note: Since project being Mixed activity, there is a need to construct pedestrian foot path of 1.8m minimum as per IRC standards. Ø High raised pedestrian crossing infront of the Project main gate is very essential or Zebra crossing to be painted. Ø Adequate lighting to be provided along the foot path for effective and safe pedestrian movement. Ø Adequate speed sign boards like “80kmph”, “No parking” and other statutory sign boards must be erected. Ø Bell mouth shape entry and exit will be provided on service roads. Ø One way board must be provided along this road. Outer Ring road: Ø Adequate lighting to be provided for effective and safe pedestrian movement. Ø Adequate speed sign boards like “60kmph ”, “ No parking & No Standing” and other statutory sign boards must be erected. Contnd.., Jakkur Road: Ø As per BDA- CDP map, Jakkur Road is getting widened from 24m to 30m RoW facilitating (3+3) lanes CW. Ø KSHIP ( Karnataka State Highway Improvement Project) will be widening this road as per CDP to (3+3) lanes as said earlier and the land acquisition is in progress. Ø High raised pedestrian crossing is very essential or Zebra crossing to be painted at all Junctions. Ø Adequate lighting to be provided along the foot path for effective and safe pedestrian movement. Ø Adequate speed sign boards like “40kmph”, “drive slowly”, “No parking” and other statutory sign boards must be erected. Ø Road Markings From Retro reflective paint with glass beads must be done. Contnd..,

Thanisandra Road: Ø As per BDA- CDP map, Thanisandra Road is getting widened from 24m to 30m RoW facilitating (3+3) lanes CW. Ø BDA / BBMP will be widening this road as per CDP to (3+3) lanes as said earlier and the land acquisition is in progress. Ø High raised pedestrian crossing is very essential or Zebra crossing to be painted. Ø Adequate lighting to be provided along the foot path for effective and safe pedestrian movement. Ø Adequate speed sign boards like “40kmph”, “drive slowly”, “No parking” and other statutory sign boards must be erected. Ø Road Markings From Retro reflective paint with glass beads must be done. Contnd.., Kodigehalli Road Ø As per BDA-CDP, Kodigehalli road getting widened from 12 m to 18 m RoW facilitating (2+2) lanes CW . Ø While the road is getting widened adequate footpath must be constructed for the safe walking of pedastrians. Ø Road side vendors must be cleared by traffic police / local authorities. Ø Since the overlay of the pavement is completed very recently, road marking and suitable sign boards, pedestrian Zebra crossing must be painted. Ø In order to control the traffic flow in a smooth way a RTS will have to be installed. Ø No parking board to be installed. Doddaballapura Road Ø Doddaballapura Road is getting widened from 24m to 45 m RoW facilitating (3+3) lanes MCW and (2+2) lanes SR. Ø KSHIP ( Karnataka State Highway Improvement Project) / KRDCL will be widening this road to (3+3) lanes MCW and (2+2) lanes SR as said earlier and the land acquisition is in progress. Ø Road marking and suitable sign boards, pedestrian Zebra crossing must be painted. Ø Road Markings From Retro reflective paint with glass beads must be done. Contnd.., Neo Town road: Ø Road side parking must be prohibited to smooth flowing of vehicles. Ø Mandatory and cautionary sign boards should be provided. Ø Lane marking, edge line marking and studs must be painted and installed. Kogilu road: Ø Road side parking must be prohibited to smooth flowing of vehicles. Ø Mandatory and cautionary sign boards should be provided. Ø Sign and signages not adequate. Dasarahalli road Ø Parking infront Madanayakanahalli police station must be removed and dedicated place to be given. Ø Pruning tree branches to improve the visibility. Ø Ministry of Railway, GoI has already approved the Commuter rail system to Bangalore the work will be shortly coming. Ø METRO rail connectivity is also in progress along the study roads. Ø A well defined high raised kerb footpath must be provided on either side for pedestrians walk along study roads. This ensures to prevent haphazard crossing of pedestrians as the roads are main arterial road and Highway.

Ø To establish smooth entry & exit of vehicles, bell mouth shape geometry is provided at the gates. which ensures smooth transition for merging of vehicles from project site. ØMerging of vehicles will be performed only to left from the exit gates, this ensures safety. Ø Rubber humps will be introduced for the outgoing vehicles at the exit gate drive way. Not more than 3m from the gate. Ø All gates are manned with efficient security who can guide the entry and exit of vehicles. Ø All precautionary measures are ensured for the safety of construction laborers while working at the site. Ø Amber blinker lights will be used at the gate to caution vehicles which are moving out. Sign boards will also to be installed to this effect. Ø Adequate sign & guide posts for traffic as per IRC (Indian Roads Congress) or ITE (Institute of Transportation Engineers USA) to be installed along study roads. Ø Road marking must be clearly painted so as to guide the drivers along study roads. Thank You…