Traffic Impact Assessment Studies for Proposed Residential Tower, Kodichikkanahalli Village, Begur Hobli, Bangalore.
Prepared by, Prof. M N SREEHARI Vijayanagar, Bangalore-40 Email: [email protected] Traffic Impact Studies Road Geometrics Road Connectivity Parking Before Speed Const Traffic Traffic Volume V/C & LoS Flow Logistics Addition Trucks Modified (const materials) scenario Requirements for of V/C & After During Const Const operation LoS TIA Impact in V/C & Impact LoS Changed Scenario if any for Traffic data from tpt. dept Traffic reduction Projection Mathematical Modeling in V/C IRC Method for Projection &LoS Projected Traffic Traffic Mgm V/C & LoS measure Google Image
PROJECT SITE
Towards Devarachikkanahalli Road Location Map
PROJECT SITE Site Plan
Entry Kodichikkanahalli Main Road Exit Road Geometric Scenario
The Project site is located along Kodichikkanahalli Road is 18 m wide facilitating 2 lanes. which connects to Devarachikkanahalli Road on one side and Bannerghatta main road on the other side.
ROW(m) Road Pavement CW (m) Street Drainage in Road Surface Remarks Lanes lights m Condition Marking Signs Shoulder
18 m A road markings Kodichikkanah but have to be alli Road 0.5 m on 9m Good Not NA NA marked, Road (2 lanes either side adequa Signs have to be undivided) te installed. 2
Note: A – Available NA – Not Available Speed spectrum for the study road (kmph) 4 Wh Buses/Lorrie 2 Wh 3 Wh (C,J,V) s Road Towards Max Min Max Min Max Min Max Min
Kodichikkanahalli Road 38 31 28 20 35 26 19 17 (2 lanes undivided)
The observed speed indicates that the vehicles are well within the speed limits and hence the road safety is ensured. Peak traffic flow along Kodichikkanahalli Road (2 lanes undivided) Time 2Wh 3Wh 4Wh Lorries Total V/C
7:00-8:00am 316(158) 29(22) 214(214) 35(105) 594(499) 0.22
8:00-9:00 348(174) 52(39) 228(228) 57(171) 685(612) 0.31
9:00-10:00 404(202) 75(56) 256(256) 72(216) 807(730) 0.33
10:00-11:00 371(186) 63(47) 234(234) 62(186) 730(653) 0.30
4:00-5:00pm 325(163) 50(38) 228(228) 51(153) 654(581) 0.26
5:00-6:00 342(171) 61(46) 238(238) 62(186) 703(641) 0.29
6:00-7:00 312(156) 50(38) 221(221) 55(165) 638(580) 0.26
7:00-8:00 295(148) 33(25) 225(225) 36(108) 589(505) 0.23
Note: The highest peak observed is 730 PCU’s/hr as per IRC-106:1990 during 9:00 to 10:00 am Vehicle Composition and Traffic flow distribution along Kodichikkanahalli Road (2 lanes undivided) Buses/Lo rries 9% 4Wh 32%
2Wh 3Wh 50% 9%
800 730 700 653 641 612 581 580 600 499 505
r 500 h s/ ’ 400 U
PC 300 200 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 for Study roads
Road Towards V C Existing V/C LOS
Kodichikkanahalli Road 730 2200 0.33 B (2 lanes undivided)
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 DURING CONSTRUCTION . The addition of 5 lorries per day carrying construction material do not change any significantly the traffic flow. . V/C during construction (lorries) =0.33. . The present level of service will remain “B” along Kodichikkanahalli Road towards Devarachikkanahalli road and ORR respectively. . Number of trucks coming to the site (off peak hours) Day time – 5 no’s. Night time –Nil. . The addition do not make any significant change for traffic movement at any given time. . Vehicles carrying construction materials are 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 hours. Parking logistics
Parking required :
Number of units upto 150 Sqm of area 168 No. of car parks required @1 per1 unit 168
Number of units above 150 Sqm of area and upto 225 24 Sqm 48 No. of car parks required @1 per 1unit
Area of clubhouse 1584.18 Sqm No. of car parks required @1 car/50 Sqm 32
Total No. of above car parks required 248
no,. Of visitor car parks required @10% 25
Total Cars Required 273 Parking logistics
Parking Provided:
Sl no. Block Total Numbers
1. Lower basement 91 2. Upper basement 89 3. Stilts 93 Total Cars Provided 273 Flow Chart of Traffic/ Trips Distribution Vehicle generated from the Project Site(100 %)
Kodichikkanahalli main road 100%
Bannerghatta main road Bommanahalli 50 % 50%
To Koramangala To HSR layout To JP nagar To Arekere 25% 25% 30% 20% TRAFFIC FLOW LOGISTICS
Since the activity is Residential, the vehicles will move to the Project between 7:00am to 11:00 am as Egress & 4:00 pm to 8:00 pm as Ingress. The total traffic generated based on the total parking provided for the project will be 273 PCU’s. Therefore, the hourly volume in PCU’s will be 273/3 =91 PCU’s/hr. The vehicles generated from the project site, 100% of the traffic will exit to the Kodichikkanahalli main Road. 50% of the traffic will exit to the Bommanahalli and 50% will exit to the Bannerghatta Main Road. 50%X 91= 46 PCU’s/hr will moves to Bommanahalli 50%X 91 = 45 PCU’s/hr will moves to Bannerghatta main Road Out of ( 45 PCU’s/hr), 60% of the traffic moves Towards JP Nagar and 40% of the traffic moves towards Arekere. i.e., 60%X 45= 27 PCU”s/hr will moves towards JP Nagar. 40%X 45= 18 PCU”s/hr will moves towards Arekere. Cont…
Out of (46 PCU’s/hr), 50% of the traffic moves towards Koramangala and 50% of the traffic moves towards HSR layout. i.e., 50%X 46= 23 PCU”s/hr will moves towards Koramangala. 50%X 46= 23PCU”s/hr will moves towards HSR layout. Modified V/C and LOS after adding generated traffic to existing traffic Existing scenario Modified scenario Road Towards V C V/C LOS V V/C LOS Kodichikkanahalli Road 730+273= 730 2200 0.33 B 0.46 C (2 lanes undivided) 1003 Projected traffic for next Three years based on individual vehicular growth as per IRC : 37-2001 Vehicle 2Wh 3Wh 4Wh Buses/lorries Type Road Total % Growth 8.95 13.90 6.26 1.10 Towards Kodichikkanahalli Road 522(261) 111(83) 307(307) 90(270) 1030(921) (2 lanes undivided) Modified V/C & LOS
Projected Traffic for next Modified V/C and LOS after Three years adding the generated traffic Road Towards
V C V/C LOS V V/C LOS
Kodichikkanahalli Road 921 2200 0.42 C 921+273=1194 0.54 C (2 lanes undivided) BDA-CDP Map
PROJECT SITE
Kodichikkanahalli Road
18 m Changed Scenario
Modified V/C and LOS after Changed Scenario adding the generated traffic Road Towards Road Widening
V C V/C LOS V C V/C LOS Kodichikkanahalli Road 1194 2200 0.54 C 1194 2200 0.54 C (2 lanes undivided)
Note: As per BDA - CDP map, Kodichikkanahalli Road is already widened to 18 m , it may facilitates 2 lanes with 2m footpath also, hence capacity would be considered as 2200. Consolidated V/C and level of service for changed scenarios Changed Modified V/C V/C and Changed Projected and LOS by LOS by Scenario Existing traffic after adding the adding three years generated Road Road Towards generated traffic Widening traffic
V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS
Kodichikkanahalli Road 0.33 B 0.46 C 0.42 C 0.54 C 0.54 C (2 lanes undivided)
Note : There will be only a marginal shift in V/C and LoS. Traffic Management Measures & Interventions
Structural Measures:
As per BDA - CDP map, Kodichikkanahalli Road is already widened to 18 m it may facilitates 2 lanes with 2m footpath also, hence capacity would be considered as 2200. A well defined high raised kerb footpath must be provided on either side for pedestrians walk. This ensures to prevent haphazard crossing of pedestrians. Rubber humps will be introduced for the outgoing vehicles at the exit gate drive way. Not more than 3m from the gate. The pedestrian footpath must be constructed and barricaded for their safety. To establish smooth entry & exit of vehicles, bell mouth shape geometry is provided at the gates. This ensures smooth transition for merging of vehicles. The widened portion of the road for additional lane must be asphalted for traffic movement Cont…
Non-Structural Measures:
Merging of vehicles will be performed only to left traffic from the exit gates, this ensures safety.
All gates are manned with efficient security who can guide the entry and exit of vehicles.
All precautionary measures are ensured for the safety of construction laborers while working at the site.
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.
Road marking, STOP lines, Pavement edge line marking etc are absent and must be clearly painted so as to guide the drivers.
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FEASIBILITY REPORT ON SEWAGE TREATMENT PLANT AND RAIN WATER HARVESTING SYSTEM
:I
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FOR
PROJECT: PROPOSED RESIDENTIAL TOWER AT Khata No.1496, Sy.No. 20 & 21,
Kodichikkanahalli Village, Begur Hobli, Bangalore South Taluk Bangalore 560076. PRE-AMBLE
PROPOSED RESIDENTIAL TOWER AT Khata No.l496, Sy.No. 20 & 21, Kodichikkanahalli Village, Begur Hobli, Bangalore South Taluk Bangalore 560076.
No. of Floors: 2B+GF+24 Typ. Unit+2Ciub House
Total No. of Units: 192 Nos.
Total No. of Occupants: 960 peoples
STORAGE:
Water demand calculation Residential
For Residential Building Water requirement
) 1 Total No Of Residential Flats-192 960 x 135 =1,29,600 Lts I day Total Contributing Population=192 x 5=960
(Considering 5 Person Per Flat)
Assuming water demand for the Proposed Residential building is about 135 LPCD
Total-A 1,29,600 Lts I day or say 130 KLD
10% for Club House
Totai-B 1.3KLD
Totai-A+B 131.1KLD ' ' Or Say 132KLD
Sewage Treatment Plant
Total water requirement =132 m3 f day.
Assuming Diversity Factor of 0.9 = 118.8 m3 I day .or say 119 m3 I day
3 Say = 120.0 m / day plant
-< 1 SEWAGE TREATMENT PLANT TREATMENT SCHEME -SBR TECHNOLOGY
It is proposed to install STP of capacity 120,000 litres/day, Following is the scheme for treating 120,000 litres/day capacity sewage. The treated water can be utilized for Toilet Flushing & gardening. Various treatment units which have been envisaged in this sewage treatment plant are
explained below.
General characteristics:
PH : 6.5-8.5
BODS : 250-350 mgjlt.
COD : 500-GOOmgjlt.
~ ss 100-200mgjlt.
The antici!;!:ated final water gualitv:
Parameters I Raw sewage I Treated Sewage
(Desired Quality)
Total Suspended Solids 450mg/lt Less than 20 mg /It
8.0.0 for 3-days at 27 deg. C 500 mg/lt. Less than 10 mgjlt
COD 300PPM Less than 50 mg/lit . "' Ph 6.5 to 9.0 Ammonical- Nitrogen less than 5 mg/lit
Total Nitrogen Less than 10 mg/lit
Suspended solids 200-350 mg/lit <10 mg/lit
Oil and grease 10 mg/lt <5 mg/lit
Fecal coliform ( MPN/100ml) Less than 100
Residual chlorine Nil 1mglt
~ If... a<; 4 Design Detail of Sewage Treatment Plant with
Sequential Batch Reactor Principle
The sequential batch reactor (SBR) process is a cyclic activated sludge treatment process. Multiple reactors are provided to treat the wastewater in batches. Sequencing batch reactors will be operated to oxidize carbonaceous BOO, nitrify the ammonia and denitrify to reduce total nitrogen to a level that meets the permit limits. All treatment processes including eq'-:lalization, aeration, denitrification, and sedimentation and decanting occur in the SBR's eliminating the need for separate clariOcation and return activated sludge systems.
The typical SBR treatment sequence for nitrification- denitrification systems is as follows:
1. The reactor is allowed to fill with raw wastewater. The filling phase is often divided into stages that Include aeration to reduce BOD and to nitrify ammonia and then mixing without aeration to promote denitrification (removal of nitrogen).
2. A reaction phase is generally provided to promote additional biological treatment.
'-" 3. A settling or quiescent phase the follows to allow biological solids to settle.
4. A decanting phase is provided to draw off the clarified effluent from the upper portion of the reactor
5. Often a small idle phase is provided to allow time for miscellaneous operations that may need to occur to keep the reactors in sequence.
Wasting of the biological solids that are produced by converting BOD to bacteria needs to occur periodically to maintain the design mixed liquor concentration and sludge age. Wasting can occur at any time in the process sequence. Frequently, wasting is performed following the decant phase when sludge concentration is highest or during react phase when the sludge concentration is consistent The SBR's will be equipped with diffused aeration and decanting facilities. The discharge from SBR systems is higher than the inflow because the same volume of water that entered the SBR is discharged over a shorter time period. The treated water from SBR is pumped through the Pressure sand filter and Activated carbon filter for removal of suspended solids, final polishing and removal of any uaces of colour. For HVAC purpose part of the treated w;;~tcr is passed through Softner for achieving the desired hardness reduction. The effluent is then disinfected with Chlorine by intermittent dosing system. The treated sewage can be used for chillers and flushing purposes. Excess sludge from SBR tank is pumped out periodically to the Sludge holding tank and then fed in to the Filter press for dewatering and drying during decanting phase.
Data & Assumption:-
Design Flow= 120 KLD
Influent BOD= 400mg/l
Total Suspended Solids= 300mgjl ' F/M Ratio= 0.18/day MLSS =4000mg/l
VSS/TSS =0.8 '1
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Maximum Volume of BOD Loading= 3.2 Kgfm3.d
Minimum Aeration Time= 2 Hr
Minimum Mean Cell Residence Time (MCRT) = 3 days
Design:
1. Bar Screen Chamber: Max Flow = 120 KLD Detention Time= 6 min Bar Screen Chamber Volume= 0.20 m3 Let Side water depth (SWD) be 0.5 m BSC Size= l.Om X 1.0m X 1.0m Screen is made out of MS Flat of Size lOmm x SOmm {10mm facing the flow) Clear spacing between bars= 20mm Inclination of bars with horizontal= 60° {For Manual Cleaning)
2. Equalization Tank: Design average flow= 120 KLD Detention Time= 4 Hr Volume of Equalization tank= 120.0 m3 Equalization tank dimension= 2.3 m x 3.5m x 3.5m
3. Bio Reactor: No. of. Tanks= 1 No. No. of. Sequential Batch= 1 No. Cycle duration= 20 Hr each Average flow to the reactor, Q = 120 KLD
Total BOD entering STP, Y0 = 400mg/L BOD of the Effluent, YE = lOmg/L BOD removal to be achieved= 390mg/L ) M155, X= 4000mg/L Influent VSS, X, = 4000 x 0.8 = 3200mg/L F/M ratio= 0.18/day
E=Q.xYo M V X Pre-aeration tank, V= 47.25 m 3 Each Bio reactor dimension= 3.5m x 3.0m x 4.5m
Main aeration tank, V= 110.25 m3 Each Bio reactor dimension= 3.5m x 7.0m x4.5m
BOD Loading= 9.JC!o = 0.5 Kg/m3.d v
Hydraulic Retention Time= y_ = 110.25 m3 x 16 Hrs = 14.7 Hrs
'1 Q 120m3
Mean Cell Residence Time, 8c (Sludge Age) Influent VSS, Xt =0.8 x 400mg/L = 320mg/L 0c = VX = 110.25 X 4000- 11.48 days (OK since >3 days) OXt 120 X 320
4. Decant Tank: Unlike Other treatment processes, in SBR the Clarified water tank is designed to hold decanted supernatant from each batch, i.e., 52.325 m3/batch. Thus Clarified Water Tank dimension= 2.3 m x 6.50 m x 3.5m
5. Sludge Holding Tank: Reactor Volume= 6m3 ,, MlSS =4000mg/l 3 j Weight of solid= 6m x 4kg/L =24 Kg
Sludge retention time for 9 days, SRT9 =24Kg =2.67 Kg Sludge/day 9 Wasting during Aeration phase= 24.6 Sludge holding tank dimension = l.Sm x 1.0 m x 3.3 m
6. Tertiary treatment units
The wastewater after biological treatment still contains some solids, colour, odour and harmful
micro-organisms. The pressure sand filter and activated carbon filter are used to remove the
solids and colour. The disinfection process is used to remove the micro-organisms and odour.
6.1 Pressure sand filter
() Pressure sand filter with various grades of pebbles and sand media help in the removal of
2 residual suspended solids. The filter will be operating in the pressure range of 3-3.5 kg/cm •
2 Residual suspended solids. The filter will be operating in the pressure range of 3-3.5 kg/cm •
3 Assuming a loading rate of8.75 m / hr
Design flow= 120m3/day and considering 20 hr/day of operations of PSF.
The recommended PSF dimension is 1.2 m dia and height 1.5 m. Suitable designed backwashing system is adopted.
~' 6.2 Activated Carbon Filter
Considering the same parameters for designing the activated carbon filter, the recommended
dimensions for ACF is 1.2 m Dia and height 1.5 m
7. Final Collection Tank: Detention time= 12.0 Hrs Volume of Final collection tank= 45.0 m3 Final Collection tank dimension= 5.2 m x l.Sm x 4.8m
8. Disinfection
In order to disinfect the treated effluent various disinfection methods like chlorination, ozonation etc can be used. However chlorination is proved to be cheaper and relatively
effective. Hence the same system is adopted. The Chlorine can be administered in the form of
liquid or solid (bleaching powder) into the treated effluent channel. An automatic electronic
metering system can be adopted. The chlorine demand is calculated based on the 'break point
chlorination' and to allow residual chlorine of more than 1 mg/l in the treated effluent. -'---JPJ)1'1 'l
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.... \0 & ~ 0 i) BNG lU\ BGR I...... l.1:t ...... 2012·lOB POWER OF ATTORNEY This Power of Attorney executed on this day of QSth day of July 2012 (05/07/2012) at Bangalore: BY Sri. M.NARAYANA S/ o Late Muniyappa alias Late Kote Muniyappa, Aged about 50 years, Residing at No.233, 4th Cross, 27th Main, B.T.M.1st Stage, Bangalore - 560 068
Herein after called as 'EXECUT ANT' which term shall wherever the context so requires or admits mean and include his respective heirs, representatives, administrators, executors and assigns of the ONE PART;
INFAVOUROF M/s SNN ARJUN BUILDERS LLP A Partnership Firm Having Office at SNN Agora, Raj Lake View, No.3761, 29th :t\1ain, BTM 2nd Stage, N. S. Palya Main Road, Bangalore 560 076, Represented by its Partner Mr. SHAH SANJ AY
Herein after called as 'ATTORNEY' which term shall wherever the context so i requires or admits mean and include its executives, administrators, successors-in- office and assigns of the OTHER PART.
1. WHEREAS executant is the absolute owner of the Residentially Converted land bearing Sy.No.21 measuring 0 Acre 22 guntas, situated at Kodichikkanahalli Village, Begur Hobli, Bangalore South Taluk, Bangalore, (Duly Converted from agricultural purposes to residential purposes vide. BDS/ ALN/SR(S)/ 403/2003-04, dated 07 /01/2004), which is morefully described in Schedule and hereinafter referred to as the 'Schedule Property'.
2. WHEREAS executant has entered into a Joint Development Agreement dated 05/07/2012 with Attorney for the development of the Schedule Property in terms of which, I am entitled to 34°/o of the total Super Built Up Area in the Multistoried residential Apartment building and the 11~~
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J;J ~ M/s.SNN Arjun Builders LLP Rep by its Partner Shah Sanjay ..
M.Narayana S/o Late. Muniyappa @ Kate. Muniyappa .. 2 BNG (U) BGR l .... tt...... 2012·2013 2 Attorney is entitled to 66°/o of the total Super Built Up Area in the Multistoried residential apartment building together with 66°/o undivided share in the Schedule Property.
3. WHEREAS as terms of the Joint Development Agreement dated 05/07/2012, I required to execute a Power of Attorney in favour of Attorney (Developer) and I accordingly executing this Power of Attorney.
NOW KNOW ALL MEN by these presents that, I above named, do hereby nominate, constitute and appoint above named Mfs SNN ARJUN BUILDERS LLP as my true and lawful attorney ("Attorney"), in my name and on my behalf, to do all or any of the following acts, deeds and things :
a. To represent me and act for me before all Government, Statutory, Local and other Authorities as also courts and tribunals in regard to or in connection with the Schedule Property;
b. To have the Plans prepared for construction of buildings on the Schedule Property by engaging Architects and Structural Engineers and other Consultants;
c. To represent before Bangalore Development Authority, Bruhath Bangalore Mahanagara Palike, to apply and obtain khatha certificate, and to obtain sanction plan for construction of multi-storied apartment building in the Schedule Property.
d. To make representations, file affidavits, applications, documents, necessary for ' the purposes of obtaining permission, clearances, exemptions, sanctions required under any statute for the construction and development on the Schedule Property before the ·Government of Karnataka, Bangalore Development I ' Authority, Cep.tral Government, Bangalore Mahanagara Palike or any appropriate authority under any state or central statute;
e. To pay all rates/ taxes/ cesses/betterment charges in regard to the Schedule Property as also the charges for electricity /water consumed and pay all deposits/ charges/ fees/ contributions and other levies required for obtaining Licenses/Sanctions/ Clearances/Permissions and to obtain receipts;
f. To apply for and obtain Commencement Certificate and other permissions, required for construction, completion and occupation of any Building/ s in the Schedule Property; BNG (U) BGR / .....1.t ...... 2012·2013
' 1------~-~~-ru-~-h:-~-:w_m_~------~-----~-----~~·&~------l 1 Jayanagar, Bangalore ~
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~.&. ~o~d BGRD156 ~<' ddv Q M \ CJNe>o5 05-07 ~20 12 dod> ~<'oz::fe) :::;i' Designed and Developed by C-DAC. ACTS. Pune -Ui)f}a 11m. ~NG \U) ~GR /... .. 1.1 ...... JOU-2013 3 g. To apply for and obtain necessary clearances, permissions, consents required for the development of the Schedule Property; h. To apply for and obtain from the Bruhath Bangalore Mahanagara Palike, and other concerned Authorities (including Bangalore Development Authority, National Airport Authority of India, International Airport Authority of India, Department of Tele communication, Traffic Department, Lift Inspectorate, Bangalure Electric Supply Company ·Limited, Bangalore Water Supply and Sewerage Board, Bangalore Urban Arts Commission, Fire Force Department, or any statutory authority, state or central government) that is required for sanctions, Licenses, Consents j Permissions j No Objection Certificates j Commencement, Certificates j Occupancy Certificates j Amendments, Modifications, for such demolition and construction of buildings in the Schedule Property and to apply for and obtain electrical, water and sanitary connections, and in that behalf, to sign and execute all applications, affidavits, declarations, indemnities, plans and other documents; i. To construct buildings, structures and execute any project in the Schedule Property at the cost of the Attorney; j. To apply for and obtain any quotas/ permits in regard to Building Materials, if necessary; ·~ k. To appear for and represent us before any Government, Statutory, Local, .:Revenue, Tax and other Authorities as also Courts and tribunals in regard to the :Schedule Property; ' . I. To submit applications, Affidavits, Statements, Returns to the Government of ~- Karnataka and/ or· the Authorities under any state or central statute, to obtain necessary cle'!r~11ces, exemptions, sanctions and Permissions required under any act in force;·· . . · \~' ' J m. To enter into agreements for sale with respect to 66% of share in the Schedule I Property or enter into any kind of agreement/ s on such terms as my Attorney deems fit and to get the Agreement/ s registered as well as to cancel the said registration; n. To transfer and convey by way of sale, lease, mortgage or alienate 66% of share in the Schedule Property either divided or undivided thereof together the built up area and to hand over possession and execute necessary Deeds of Sale / Conveyance in favour of the Intending purchasers/transferee and to do everything necessary for completing the sale/ conveyance/ transfer of the same H.~ ~~ BMG \U) ~GR I.... ~.!...... J0\1·2013 1111111111111111111 ~N"dee3~ i>Oc>e-d tir.l('odr@ <:i:WM ~~o~ caeJ"dro Department of Stamps and Registration ~(' M/s.SNN Arjun Builders LLP Rep by its Partner Shah Sanjay . , ca~m 123750.00 tik>crrc)(fbn~~ ~nt:'l3 ~~o~ rue:>-&c;Jc)F\ cm>~~~m~d~ de)t3~tJilek)F\d ~~ ("d..G.) --··-·--L-·-·--·-·-·-· ·-·----· --~-----~ 1 12375o.ool DD No. 756858,-o1::b5/07/20l2:-orawn i ! ______j______L~~-=tate Ba~~-~~--~~~~a ~~-~-~~lo_~~- ____ _ 2,_,~: 123750.00 t:'lN"do~ : 05/07/2012 Designed and Developed by C- DAC ,ACTS Pune. BNG (U) BGR 1...... 1..f...... 2012·2013 4 including execution of sale deed/ s, presentation of the sale deed/ s and admitting execution thereof as well as to sign and execute all forms, affidavits, applications / statements / declarations / forms / returns; o. To receive (in Attorney name) the consideration for sale/ transfer/ conveyance, as also advances, earnest money / deposits, part payments and balance payments in regard to the sale /conveyance / transfer with respect to 66% of share in the Schedule Property and issue receipts and acknowledgements therefore; p. To apply for and obtain transfer and registration of khatha in regard to 66% of share in the Schedule Property together with built up area or any portion/ s thereof to the names of the Purchasers or portions thereof; q. To apply for and obtain bifurcation of the Khatha after the Building is constructed on the Schedule Property for assignment of individual Municipal Numbers to the units; r. To mortgage or encumber the 66% of share in the Schedule Property in any manner including by way of creation of equitable mortgage by deposit of title deeds or by way of simple mortgage in favour of bank or financial institutions as security for repayment of loans and to execute any documents, deeds and memorandumjnthis regard and to present the same for registration and admit the execution of the same and do all acts and deeds incidental thereto and /or connected therewith; s. To grant and terminate leases, tenancies, licenses with regard to the 66% of share in the Schedule Property on such terms as my attorney may deems fit, hand over possession, and do everything necessary for completing the leases / tenancies / licenses, presentation. of the deeds and documents pertaining to leases / tenancies / licenses and admitting execution thereof as well as to sign and execute all forms, affidavits, applications, statements / declarations / forms / returns; t. To execute, sign such Agreement, deeds necessary for the purpose of letting out, licensing or leasing out 66% of share in the Schedule Property and to receive deposits and rents in its own name without I being responsible to repay the same on the lessee/ tenant/license in this behalf; u. To correspond on my behalf with the tenants, lessees, licensees or any person occupying; H,~ 5 v. To issue legal notice for termination of any lease, license or tenancies granted and to take all action necessary for eviction of the occupant and take back possession; w. To initiate, prosecute and defend all legal, revenue, tax and other proceedings relating to the lease, license, tenancy of the Schedule Property or portion/ s thereof with or without construction, with or without car parking spaces or any portion thereof and in that behalf, engage the services of legal and tax practitioners, instruct them and remunerate them; x. To institute, prosecute and defend all legal, revenue, tax and other proceedings relating to the Schedule Property and the development, and to settle, withdraw, compromise, compound any suit or proceedings; y. To sign and execute pleadings, applications, petitions, affidavits, declarations, Memoranda of Appeal, Revision and Review to be filed before any Court, Tribunal or Authority or Arbitration/ s with regard to the Schedule Property and the development; z. To produce documents and obtain return thereof, to give evidence and to instruct Counsel in regard to any proceedings relating to the Schedule Property and the development thereon; aa. Generally to do all other acts, deeds and things necessary in regard to the management, development, maintenance of the Schedule Property and the constructed area or any portion/ s thereof at the entire risk as to cost and consequences of my Attorney; I HEREBY AUTHORIZE and empower my said Attorney to delegate all or any of the aforementioned powers granted to any other person and to cancel/ revoke such delegated powers to other person; I HEREBY AGREE AND UNDERTAKE TO RATIFY AND CONFIRM all and whatsoever my said Attorney's may lawfully do pursuant to this power of attorney ...... - BNG (U). BGR 'Htlf~lHHH4t'ttttfft2012·201JI 1 t- 6 SCHEDULE All that piece and parcel of the Land bearing Sy.No.21 measuring 0 Acre 22 guntas, situated at Kodichikkanahalli Village, Begur Hobli, Bangalore South Taluk, Bangalore - 76 (Duly converted from agricultural purposes to non-agricultural residential purposes vide Official Memorandum No.BDS.ALN:SR(S): 403/2003-04, dated 07/01/2004 issued by Special Deputy Commissioner, Bangalore) and bounded on: East by Government Lake West by Land belonging to Thayappa North by Land belonging to Shyanbogh N agappa South by Land bearing Sy.N o.20 IN WITNESS WHEREOF, We have executed this Power of Attorney in the presence of the witnesses attesting hereunder. WIT~S~j f1,~- 1. \V:~ i~c--- (EXECUTANT) 2.~ !]~y Mfs SNN ARJUN BUILDERS LLP Represented by its Partner Sri.Shah Sanjay (ATTORNEY) ~· .... •, Draftr,Ur ,~,~! G.V.Sudhakar & V.Yashoda "'- Advocates & Consultants No.3, 4, 5 & 8, First Floor, Abhayashrama Complex, Wilson Garden, 4th cross, Bangalore - 560 027 tJ~aS~t3oii~~~· ~~~iid ~~~ Bruhat Bangalore Mahanagara Palike c;Jc)\?'F ~cxm'5oo;:So'5~~e .... Office of the Commissioner, AO~·,~.w.' . . ' l '· j '5o~od.:l~~~ ...... ;..... <>3~o:b. .~:,' DAI k_Ttyb-'5'flb'.-~ . ~ &.'>$! (:1>'~' Revenue Departmerlr.>t?.~...... ~.~.... ·' .. ~"'~~~4!{..!...... Range ~~..o.;;iv_ ,.._:~ z:Sori~m.Ot=:Jclo'55: ....' ...... ~ .... :.y ...... c~ ,..--. ~-'\: ) ~ •sry 7 L- -· .-"' Ff.. ""-. • Bangalore, Date: ...... o. .. J.()I(.. .. ;7, ...... ~'-...:..... ,' ~'"-'' .. , \ . f ..Y -,:! · * 1 • l ><.• ...:fy.· ~ i ... ll \ ;; ~ ,_( ~ :.... ' :;..·... _..'~ / ....y· ""'\.-.. '\ ,: . \' :.,.,/ '-"':; I ·~t~""'/:r;· i "'((.-, ...,___ At >1 (I - - ~~:rr·;;r.,~='-Y:' /~ ~.:...--~:;;P-"" do7iW.M,,,,J.;,':.:\::.:.::,.,,.,.,.,,,0,.~l(.),~olJ:lt;li>~O,,,::::::',.,.J.'I.~l~·~·b::,.:::?.,,,,,,,,,,,,,, o:tt;;j,,L~9..9/%.2'ir.!.T.«.,,.Q?.t~.!&:!,,~.~oll~oro,cm"::ro ~'it~,,~J!l~~·1!%\i~~~;;jO al~e~~,.ro~o.· . · Certified that the Khatha of Property No ...... : ...... _..., ...... in ...... '...... -...... VVard No ...... \ ...... 1...... \ ..... Bangalore, Stalhds in the name of Sri I Smt...... , ...... in the register of this office. "'· ~,. •th'll'~ ~55so m oj:) ~ t;)ffi>C ;d-' ' .J 1 ./~···..z:~;~~~~;;~;;~r~I;;?ji~ , ~":<.'&s~i~91:~9Yenue·Qffi~~...·~" (;,:d.£/.:···-'".k"·-,~~ .•.,·.·.; .. ~·-:... · · • .-. · c · · --.. '··v·~;q.,) ~-f)/i'~;····················..········ ..················ F,Je)o5~~ofi~ru e;;bcxme\lfid ~~=5 Bruhat Bangalore Mahanagara Palike i1/To, 8,e;~ee;;b~ ; ...... , ... ~ ...... Sri!Smt. I 2:Je>o5~ · ~oii~..s~ e;S~(X)";)~iid ~~5 50CC>~~~&3 fjl_V} imi~F ;;:$ow'll : ...... !.~ ...... c:;ir:l_.,5d;;:$ow'll: ...... ,~ ...... '}S"f.t~, =------t I ;;:f;::f-. l-/1 imi~FC\1 ;;:$o~ ·················')"XY.. ':':'.Q.!...... •...... ~~d ;;:$o~ : ...... _. .. ~ ...... •...... :...... 20 1s: eoo 20 1-6 22 23 24 25 26 27 28 29 1 2 3 9 10 -11 12 13 14 15 16 17 18 19 20 21 /; ! .... \ i v1 \ (\ Ocl~ ~~de;:ld) =G,) ~ • 5oileo5' e::l.JOJ~de::ld) :