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M/S. Nandlal Vallabhbhai

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M/S. Nandlal Vallabhbhai M/s. Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat. Site Co-ordinate – 21 15 32.53 N 72 50 32.42 E Proposed Project Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat. Annexure – D Details of Buildings Area Calculation Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat. Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat. Annexure – 3 Details of Solid Waste Generation & Management Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat. DETAILS OF SOLID WASTE GENERATION & MANAGEMENT Solid Waste Generation During Construction Phase Estimated Qty. Generation: (40 Person x 600 gm/Day) = 24 Kg/Day The construction waste will consist of construction debris along with cement bags, Unusable steel scrap (small cut-pieces of steel), insulating and packaging materials etc. Cement bags, waste paper and cardboard packing material will be sold off to recyclers. Unusable steel scrap (small cut-pieces of steel) will also be collected at site and sold to recyclers. Excavated surplus earth refilled at low lying areas in the project premises and development of road /greenbelt/ to raise plot area above than existing level. Solid Waste Generation During Operation Phase The Biodegradable Waste generated from the Residential will be collected and disposed into MSW Disposal Site develop by Surat Municipal Corporation. The recyclable waste/ non-biodegradable like (Papers, cartons, Thermocol, plastics and Glass, etc) will be dispose to recyclers. The municipal solid wastes generated during operation phase will consist of: Organic waste Waste vegetables and food Inorganic waste Papers, Cartons, Thermocol, Plastics, Polythene bags, Glass etc, Estimated Qty. Generation For Residential : (360 residential units x 4.5 person per unit x 600 gm/person/day = 972.00 Kg/Day = 0.97 MT/Day For Commercial : (20 units x 2.0 person per unit x 300 gm/person/day = 12 Kg/Day = 0.012 MT/Day Note:- Organic waste will be processed within premises using OWC. Recycled material shall be disposed as per practice of SMC. Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat. MANAGEMENT OF SOLID & HAZARDOUS WASTE Solid waste generated in Project area will be mainly of domestic nature. Construction debris will be refilled in low laying area within Premises. Adequate number of collection bins, separately for biodegradable and non-biodegradable waste will be provided as per Municipal Solid Waste (Management and Handling) Rule, 2000. Waste from such bins will be collected separately on daily basis. The solid wastes generated will be 0.97 MT/Day and will be segregated into biodegradable and non-biodegradable wastes and collected in separate door to door bins. The Biodegradable Waste generated from the Residential will be collected and disposed into MSW Disposal Site develop by Surat Municipal Corporation. The recyclable waste/ non-biodegradable like (Papers, cartons, Thermocol, plastics and Glass, etc) will be dispose to recyclers. TOP SOIL MANAGEMENT PLAN Top layer of excavated earth will be temporarily stored & used for green belt development. Excavated surplus earth & construction debris will be refilled at low lying areas in the project premises and development of road /greenbelt and remaining soil will be transport at our own farm for the filling of lowest area. Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat. Construction Phase: Generation Quantity to be Mode of Disposal / Reuse (m3) reused (m3) Top Soil 1000 m3 1000 m3 Excavated surplus earth and construction debris will be refilled at low lying areas in the project premises and Other development of greenbelt. excavated earth Construction 62 m3 62 m3 debris Steel scrap 7.11 MT 6.4 MT Disposed to recycler Discarded 1.39 MT -- Disposed to recycler packing materials Operation Phase: Type of waste Generation Mode of waste Mode of Disposal / Reuse Quantity collection (Kg/day) Dry waste 972 Kg Door to Door Organic waste will be Wet waste collection processed within premises using OWC. Recycled material shall be disposed as per practice of SMC. Details of segregation if to be done: The solid wastes generated will be segregated into biodegradable and non-biodegradable wastes and collected in separate bins. Capacity and no. of community bins to be placed within premises: 140 liter each; 13 nos. of bins; Landfill site where waste will be ultimately disposed by local authority: M.S.W Transported from transfer station reaches to the final disposal site at Khajod Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat. Annexure – 7 Site Lay Out Plan PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PROPOSED LAYOUT PLAN OF RESIDENTIAL AFFORDABLE HOUSING PLAN AT VILLAGE :- VARIAV, BLOCK NO. :- 1258/B, T.P.S.NO. :- 66 (KOSAD-VARIAV), LAY OUT PLAN 1/14 24 BUILDING O.P. NO. :- 394, F.P. NO. :- 394, SURAT. SCALE:-1.00 CM. = 4.00 MT. 24.80 8 SUMMRY :- C.O.P. AREA CALCULATION :- TOTAL PLOT AREA = 7000.00 SMT. 24 PARKING C.O.P-1) 21.11 X 16.77 = 354.01 REQ. C.O.P. AREA (10%) = 700.00 SMT. 24.1 PARKING AREA REQUIRED AS PER C.O.P-2) 21.45 X 16.15 = 346.42 REGULATION ( IN AREA & PERCENTAGE) 2058.18 20.89 PROP. C.O.P. = 707.95 SMT. = 700.43 PER. F.S.I AREA (1.80) 24.2 PROPOSED PARKING AREA = 12494.94 SMT. = 700.43 SMT. > 700.00 SMT. 16 2510.33 34.51 (7000.00 x 1.80 = 12600.00) - (700.43 x 0.15 = 105.06) ( IN AREA & PERCENTAGE) 24.3 VISITORS PARKING AREA REQUIRED AT PER. F.S.I AREA (2.70) = 18794.94 SMT. 228.54 2.26 (7000.00 x 2.70 = 18900.00) - (700.43 x 0.15 = 105.06) GR. LEVEL ( IN AREA & PERCENTAGE) 24.4 VISITORS PARKING AREA PROVIDED AT 295.73 2.78 PROPOSED F.S.I. AREA : GR. LEVEL ( IN AREA & PERCENTAGE) 25 PARKING = 18784.37 < 18794.94 SMT. Gr. FL. 497.41 X 4 249.46 361.97 X 2 2963.04 Gr. FL. 110.44 X 2(comm) PARKING 1st FL. 497.41 X 4 249.46 361.97 X 2 2963.04 332.96 X 2 223.65 321.97 X 2 2425.11 1st FL. REQUIRED PERCOLATING BOREWELL :- 2nd FL. 497.41 X 4 249.46 361.97 X 2 2963.04 116.82 X 2(comm) -- 233.64 = PLOT AREA / 4000 SMT. 25.1 PROPOSED PARKING ON GROUND 2510.33 3rd FL. 497.41 X 4 249.46 361.97 X 2 2963.04 2nd FL. 445.80 X 2 223.65 321.97 X 2 2650.79 = 7000.00 / 4000 25.2 PROPOSED PARKING ON BASEMENT 4th FL. 497.41 X 4 249.46 361.97 X 2 2963.04 3rd FL. 445.80 X 2 223.65 321.97 X 2 2650.79 = 1.75 UNITS (Say 2 UNIT) 25.3 PROPOSED PARKING ON LEVELS 5th FL. 497.41 X 4 249.46 361.97 X 2 2963.04 4th FL. 445.80 X 2 223.65 321.97 X 2 2650.79 ABOVE HOLLOW ( TERRACE PARKING ) 127 PROPOSED PERCOPATING BOREWELL :- 6th FL. 497.41 X 4 249.46 361.97 X 2 2963.04 5th FL. 445.80 X 2 223.65 321.97 X 2 2650.79 25.4 COVERED PARKING = 2 Nos. 7th FL. 497.41 X 4 249.46 361.97 X 2 2963.04 6th FL. 445.80 X 2 223.65 321.97 X 2 2650.79 25.5 OPEN PARKING So,Proposed Borewell = Required Borewell Stair Cabin 61.57 X 4 30.78 51.29 X 2 379.64 7th FL. 445.80 X 2 223.65 321.97 X 2 2650.79 2 2 13 25.6 TOTAL 2510.33 127 13.1 PAID F.S.I. AREA : 13.2 BUILDING-UNIT (PLOT) AS MENTIONED IN LOCAL AREA PLAN,PLEASE PROVIDE THE = 18784.37 - 12494.94 13.3 FOLLOWING DETAILS. = 6289.43 SMT. ADJ. BLOCK -1257 14 1 14.1 2 14.2 15 3 15.1 INTERNAL ROAD AREA 16 BUILT-UP AREA IN COMMON 16.1 BUILT-UP AREA IN MARGINE 49.47 17 TOTAL DEVELOPABLE Raised plot lvl. +0.60 18 PERMISSIBLE FSI -BASE (AS PER NEW) Raised plot lvl. +0.60 4.69 Consider lvl. ±0.00 4.30 4.99 16.92 Consider lvl. ±0.00 4.61 8.00 16.54 4.00 18.1 PERMISSIBLE FSI-CHARGEABLE 1.52 1.52 "G" "H" ADJ. F.P.-20 18.2 FSI UTILISED 9.35 TOWER TOWER 19 GROUND COVERAGE PARKING UP DN PARKING LVL. +0.00 MT. LVL. +0.00 MT. PASSAGE 3.05 X 2.24 20 PROPOSED USE (as described in LIFT 1.52 X 1.52 section c-9.3 use) 20.1 DWELLING 20.2 MERCANTILE 22.97 22.97 FLAT WISE BUILT UP & CARPET AREA 20.3 BUSINESS TYPE OF LIFT 1.52 X 1.52 N 20.4 EDUCATIONAL BUILDING TYPES OF NOS.
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