PLOT NO 60 BUILDING FLOORS FSI AREA BALCONY TERRACE LIFT LIFTWELL DUCT VENT OTHER TOTAL Project Details COMM. RESI. IND. EDU. INS. MEZZ. PROP. SHAFT DEDUCTION FSI AREA PLOT NO 60 FIRST FLOOR 0.000 77.058 0.000 0.000 0.000 0.000 6.426 0.000 0.000 0.000 0.000 0.000 0.000 77.058 Proposal code - BPNM-24-116608 PLOT NO 60 GROUND FLOOR 0.000 70.136 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 70.136 Zone Type - Residential Zone - R-2, R-3 PLOT NO 60 TOTAL 0.000 147.194 0.000 0.000 0.000 0.000 6.426 0.000 0.000 0.000 0.000 0.000 0.000 147.194 Location - Non-Congested Signature Not Verified Name of service - Building Development Digitally signed by BHARAT BABURAO NANDANWAR Date: 2025.03.03 18:39:36 IST FSI DETAILS SCHEDULE OF OPENING Reason: Approved Drawing Plan Incentive FSI for BLD NAME NAME LENGTH HEIGHT Nos. Sub service - Designation : Chief Officer Location: Besa-Pipla Nagarpanchayat Basic FSI Premium FSI TDR/DR green building If Additional FSI Ancillary Area Ancillary Area Inclusive Housing Project Code : BPNM-24-116608 9 Index (on serial no 7) (on serial no 3) (on serial no 3) Applicable (10.10.1 Note:3) 60% of (2+3+4+5) 80% of (2+3+4+5) Total (20%) If Applicable Drawing Value PLOT NO 60 KW 1.200 1.100 1 Cts No./Survey No. - - Application Number : BPNM202500001 PLOT NO 60 W 2.150 1.700 5 Proposal Number : 1487251 ( on basic FSI) Tahsil : Certificate Number : BPNM/B/2025/APL/00423 9.1 Permissible PLOT NO 60 V 0.600 1.100 3 Index 1.375 0.160 0.160 0.000 0.000 0.000 0.000 1.695 0.000 0.000 Mouza : 9.2 Existing 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SCHEDULE OF OPENING Prorata Value : 1.250 Comsumed Index BLD NAME NAME LENGTH HEIGHT Nos. 9.3 Balance Index to 1.375 0.160 0.160 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PLOT NO 60 D 1.000 2.300 1 be Consumed 9.4 Total Permissible PLOT NO 60 D1 0.900 2.300 6 148.500 17.280 17.280 0.000 0.000 88.308 0.000 271.368 0.000 0.000 PLine Area PLOT NO 60 D2 0.750 2.300 3 9.5 Proposed P Line Area (Should not 147.194 0.000 0.000 0.000 0.000 0.014 0.000 147.194 0.000 147.194 exceed 9.4 ) NOTE: PARKING AREA STATEMENT:- 9.6 Index Consumed 1.363 0.000 0.000 0.000 0.000 0.000 0.000 1.363 0.000 0.000 IN CASE OF SINGLE INDEPENDENT SINGLE FAMILY RESIDENTIAL Carpet Area Table BUNGALOWS HAVING PLOT AREA UPTO 300 SQ.M. Building Name Carpet name Carpet Area Enclosed Balcony Normal Balcony Total Carpet Area PARKING NEED NOT BE INSISTED SEPARATELY. Floor Name Tenement No Mezzanine Area Area Area PLOT NO 60 GROUND FLOOR GF 1 65.930 0.000 0.000 0.000 65.930 PLOT NO 60 FIRST FLOOR FF 1 66.030 0.000 6.426 0.000 66.030 8.000 3.985 SUBMISSION DRAWING 1.265 SH.NO. 7.535 0.745 01 0.745 PROPOSED SINGLE FAMILY DWELLING UNIT AT PLOT NO.60 4.500 S-Y ON KH.NO. 104(P), 105, 106, 107, 108(P), 109, 110, ENSARA S-Y S-Y S-X 2.215 S-X S-X 3.125 METROPARK, MOUZA - PIPLA, 8 Planning Assistant 0.075 0.115 0.115 0.075 TAH - NAGPUR (RURAL), Date: 03/02/2025NAGPUR - 440034 3.05 1.3 3.27 4.875 BELONGING TO - LUXORA INFRASTRUCTURES PVT. LTD. 8 8 THROUGHT PARTNERS RSL, REALITIES LLP 1.5 1.5 1.5 1.5 1.5 0.075 0.115 0.115 0.075 0.075 0.15 0.075 3.05 1.3 3.27 7.03 0.67 BUILT UP AREA CALCULATION PROPOSED BUILT UP KW V W FOR GROUND FLOOR PLOT NO 60 0.15 0.15 D1 W V W TOILET 0.15 0.15 0.15 0.15 AREA NAME LENGTH WIDTH Area(Sq.M) EXISITING BUILT UP 1.3 X TOILET SLOPE BLOCK 9.750 8.000 70.136 SLOPE 2.45 1.3 X 2.45 BLOCK AREA TOTAL =70.136Sq.M PLOT BOUNDRY 2.45 2.45 TOTAL Deduction =0.000Sq.M Proforma I : Area Statement 3.685 3.985 KITCHEN BEDROOM Net BuiltUp Area =70.136 Sq.M 3.72 3.685 3.985 3.605 3.685 3.985 1. Area of plot (Minimum area of a, b, c to be 3.72 3.05 X 3.72 3.27 X 3.685 TERRACE PLOT NO 81 BEDROOM considered) or area of subplot with sanctioned layout No. 108.000 D2 3.05 X 3.72 D2 BEDROOM 8.000 BUILT-UP AREA CALCULATION GROUND FLOOR PLOT NO 60 and subplot No. 3.27 X 3.685 (a) As per ownership document (7/12, CTS extract) 108.000 D1 1.500 1.500 1.500 1.500 8.000 D1 D1 (b) as per TILR or City Survey measurement sheet 108.000 0.115 0.15 7.615 0.15 0.115 (c) as per Demarcated drawing area 0.15 0.15 0.95 1 DUCT D1 108.000 0.95 1 DOWN 0.9 0.95 1 3.985 0.95 LESS 1.265 1.265 UP 1.49 X 1.265 DUCT DUCT DOWN 0.95 STORE 7.535 0.9 0.9 9.75 0.95 1.265 1.265 1.265 UP 1.265 1.49 X 1.265 1.49 X 1.265 G+1 FLOORS 2.Area not in possession UP 1.3 X 2.565 1.3 0.000 0.745 9.75 9.75 9.75 9.75 UP PLOT NO 60 13.5 13.5 PLOT NO 59 0.745 0.745 0.15 2.565 0.745 0.745 3. Entire area (1-2) 108.000 PLOT NO 61 LIVING AND DINING 1.06M WIDE 0.115 0.15 4.65 X 5.615 1.14 3.4 1.5 4.Deductions for - 1.6000 1.6000 D1 3.56 3.48 LOBBY 9.750 1.5 V 1.5 1.265 DUCT (a) Proposed D.P./ D.P. Road widening Area /Service 9.750 7.535 9.750 0.745 PASSAGE 13.500 0.000 Road / Highway widening 5.615 DOWN 1.0500 TOILET 1.0500 2.45 1.14 M WIDE DOWN 0.745 0.95 1.3 X 2.45 (b) Any D.P. Reservation area 0.000 DOWN 0.9 0.95 0.95 UP DOWN 0.9 0.9 4.500 0.95 1 1.06 UP 3.125 (c) Green Belt 0.000 0.15 4.2 4.5 0.95 1 1.06 0.95 1 1.06 0.15 4.20 4.5 0.15 4.2 4.5 Total (a+b+c) 0.000 0.115 D1 GLAZING D2 GLAZING 2.215 2.215 5.Balance area of plot (3-4) 108.000 BEDROOM 2.215 2.065 2.215 3.235 X 4.20 6. Amenity Space 0.000 2.135 2.135 1.985 1.635 SITOUT W.I.C 8.000 (Applicable if (1) > 20000 sqmt - 2.250 2.250 2.250 2.250 3.01 X 2.135 1.3 X 1.635 (Required -(a) Upto 20000 sqmt - Nil - SLOPE SLOPE 0.15 0.15 D (b) Above 20000 sqmt - (a) + 5 % of Total area 0.000 W 0.15 0.15 0.15 8.000 BUILT UP AREA CALCULATION W FOR FIRST FLOOR PLOT NO 60 7. Net Plot Area (5-6 ) 108.000 0.115 0.15 0.075 N 8. Recreational Open Space 0.115 0.15 0.115 0.075 AREA NAME LENGTH WIDTH Area(Sq.M) - 2.25 2.25 2.25 2.25 3.01 3.235 1.3 3.09 4.57 9 M WIDE BLOCK 9.750 8.000 77.058 (a) If area (6) is more than 4000 sqmt - 10 % of (6) is 3.205 4.795 ROAD 0.000 8 BLOCK AREA TOTAL =77.058Sq.M required. 8 Proposed___ TOTAL Deduction =0.000Sq.M 0.000 Net BuiltUp Area =77.058 Sq.M (b) If area is less than 4000 sqmt -Check - - 0.115 0.15 0.075 3.01 4.65 i) If it is full number like 1,2,125,419,etc. As per 7.12 BUILT-UP AREA CALCULATION FIRST FLOOR PLOT NO 60 abstract or City Survey Number - No Recreational open - 3.125 4.875 space is required 8 ii) If it is subdivision like 1/2 ,2/5 , 125/1 419/1 etc.then - recreational open space is required. (A) 10 % Subject to minimum 200 sqmt 0.000 Proposed ______________ 0.000 S-Y' S-X' S-X' S-Y' S-X' S-Y' (B) Exemption to leave open space subject to availing - basic F.S.I of 75 % GROUND FLOOR PLAN FIRST FLOOR PLAN TERRACE FLOOR PLAN SITE PLAN (C) Exemption to leave open space subject to payment of 10 % land value of land at (7) as per annual - SCALE 1:100 SCALE 1:100 SCALE 1:100 SCALE 1:200 statement of rate. Certificate of Area: Certified that the plot under reference was surveyed by me on 2024-04-13 and the dimensions of sides etc. of plot stated onplan are as measured on site and the area so worked out tallies with the area stated in document of Ownership/ T.P. Scheme Records/Land Records Department/City Survey records. 50.00 0 Signature 50.00 50.0 00 0 (Name of Architect/ Licensed Engineer/ Supervisor.) U FF 27 ER L IN E 42.81 8 44.419 38.713 17 4 .73 .6 08 27 ST2 .40 1 50.000 Owner's Declaration - 34 4.322 .6 16 I/We undersigned hereby confirm that I/We would abide by plans ST1 49 12M WID 7.6 ES1 16 .9 LINE TG18 E INTER 25 7 TG19 51 FER 5.947 15.553 8.914 NAL RO 9. 7.41 ES2 80 AD BUF 4. 5 8.692 8.837 STP 47 ES3 5.962 5.947 6. OAD 7.408 1 01 49.725 5 07 TG15 4.859 11.243 .58 60.4 AL R TG17 O.H.T O.H.T O.H.T approved by Authority / Collector. I/We would execute the structure .9 13 10 ESS RN 8 4.859 4.92 TG21TG22 BUFFER LINE 5 .41 55.26 INTE 8.21 9.3 133 9M WI 42.962 93 23 10 7.383 DE INT 9 8.319 8.214 E 96 .3 9.5811.353 WID 13.241 ERNA 4.92 7.383 09 96 45 .152 11 L RO +11.550 M +11.550 M +11.550 M 20.781 .3 13 13.796 12M TG16 4.382 12 4.722 9.094 41.022 9.252 23 47 .1 AD as per approved plans. Also I/We would execute the work under .8 .6 78 .2 14 47 .6 8.6 56 TG23 TG15 1 107 11 132 134 11.9 TG24 47 4.382 7.623 3.694 .23 4.319 4.722 3.881 12M WIDE INTERNAL ROAD 215 19 22 .6 .5 13.8 68 190 13.058 9.816 7 8. .33 13 24 21.5 21 7.623 06 15.75 15.75 161 .4 43 5.95 8.215 5.119 TG7 1.79 TG13 6.828 2 8.6 11 20 .1 8.08 73 18.00 4 TG14 5 24 .3 135 7.9 TG11 9 supervision of proper technical person so as to ensure the quality 1 9 TG12 11 106 108 131 7 9.04 8.0 5.787 10.88 .9 9.1 83 8.211 3.287 5.119 TG9 6.161 7.344 1.763 12 23 7.662 5.842 33 5 6.162 5.58 7.924 191 1.5 1.5 1.5 1.5 1.5 1.5 10 .9 .1 3.287 20 01 69 8.2 84 16 6.162 8.8 20 4.839 5.842 8.6 .1 15.75 15.75 86 4.28 6.162 .7 20.8 35 17 17 .1 162 9 189 81 79 55 18 11 4 15 7.9 10.443 8.6 21 11.12 02 25 .4 59 .0 .2 33 98 84 9 105 109 9 130 136 11 10 13.378 .7 8.2 72.61 20 67 17.243 17 .2 05 04 7.425 41 .4 192 .5 37 17 .12 1.5 1.5 11.1 62 5 10 03 .61 13.109 5.239 11 8.5 47 34 8.3 77 15 .5 8.8 2 6 58 6.407 6.432 8.3 91 59 10 .0 82 .5 84 18 163 9 18 188 9.3 67 11 8 9.5 44 3.3 91 193 and safety at the work site. 8 87 56.437 13.5 13.5 8.6 O.H.T 13.5 13.5 13.5 13.5 85 104 137 3 O.H.T 9 9 110 9 129 6.55 9 12 8 33 36 8 57 60 8 81 13 13 10.4 197 196 195 10.6 9.79 194 27.7 84 13 MUMTY SLAB MUMTY SLAB MUMTY SLAB 06 83 22.1 5 05 18 23 .26 9.1 04 11.195 13 8 32 37 8 56 61 8 80 86 9 103 111 9 128 8.6 138 160A 43 .7 164 9 187 TG10 6 6 5 25.606 9M WIDE INTERNAL ROADTG10 4 98 .5 12.4 7 +10.050 M +10.050 M +10.050 M 7.033 8.6 139 85 165 9 186 TG10 6 7.5 7.5 6 TG10 6 5 71 45 Owner (s) name and signature 12M WIDE INTERNAL ROAD 9M WIDE INTERNAL ROAD 9M WIDE INTERNAL ROAD 9M WIDE INTERNAL ROAD 9M WIDE INTERNAL ROAD 9M WIDE INTERNAL ROAD 383 9M WID 14 8 31 38 8 55 62 8 79 87 9 102 112 9 127 3.8 E INTERN 6 6 6 AL ROA TG8 114. 13.5 13.5 21.5 13.35 D 13.5 13.5 13.5 13.5 21 15.75 15.75 15.75 15.75 198 13 10 .1 10.85 8.148 5.11 15 8 30 39 8 54 63 8 78 166 9 185 217 218 219 .2 58 7.35 7.35 Architect/ Licensed Engineer/ Supervisor name and signature 5 9 TG5 88 101 113 126 140 57 9.24 9 9 7 220 10 5.119 .9 7.2 22.1 69 62.5 13.5 13.5 26 167 184 11 8 8 19.5 07 16 8 29 40 8 53 64 8 77 8.85 08 9 7 47 19.5 09 199 216 221 10.85 224 223 222 2.15 2.15 89 9 100 114 9 125 15 85 85 141 13 .63 Job No. 11.5 .5 15 14.628 23 10 6 9 .86 9 17 8 28 41 8 52 65 8 76 5 9 13 168 183 T= 250MM 8.85 9 200 .5 90 9 99 115 9 124 215 41 TG10 6 5 8.6 142 18 8 27 42 8 51 66 8 75 18 18 9M WIDE INTERNAL ROAD 12M WIDE INTERNAL ROAD 45.8 TG10 6 5 9M WIDE INTERNAL ROAD R= 168MM 8.85 21 169 9 182 201 214 3.2 3.2 3.2 3.2 9M WIDE INTERNAL ROAD 91 9 98 116 9 123 8.6 143 6 31 19 26 .0 8 43 8 50 67 8 74 225 13 226 227 228 229 17 .5 13 3.2 3.2 A2 20 8 25 44 8 49 68 8 73 92 9 97 117 9 122 8.6 144 68.42 160 68.42 170 9 181 202 8.85 213 7 11 8 8 8 8.7 33 5 13.5 13.5 8 83 19 7 72 180 8.85 37.5 63.5 07 171 9 203 212 .0 .4 233 232 231 230 23.1 96 13 36 93 9 96 118 9 121 8.6 13 51.627 21 8 24 45 8 48 69 8 72 145 A1 56.7 6 23 9.5 15.75 15.75 Name Of : Owner RSL REALITIES LLP 15.75 15.75 8.85 13.5 13.5 13.5 13.5 13.5 13.5 172 179 5.6 204 6 6 6 6 21.5 9 211 5 5 5 5 5 5 6 5 TG10 22 23 94 12 95 119 12 120 11.6 146 1.05 1.05 A3 11 46 11 47 70 11 71 9M WIDE INTERNAL ROAD TG10 TG10 STAIRCASE 6 6 6 6 6 6 6 6 6 6 6 6 5 8 17.916 41 8.85 173 9 178 205 210 .49 6 7.5 7.5 6 6 7.5 7.5 6 6 7.5 7.5 6 6 9.75 9.75 6 6 9.75 9.75 6 6 15.5 6 2 02 TERRACE TERRACE TG10 TG10 TG10 TG10 TG10 TG10 TG10 TG10 TG10 17 21.4 TG10 234 235 236 .3 .4 13 13 TERRACE TERRACE LOBBY TERRACE TERRACE 1 127.029 12M WIDE INTERNAL ROAD TG10 6 6 6 9M WIDE INTERNAL ROAD 62.5 174 9 177 206 8.85 209 7 11 8 8.6 28 79 0.4 0.45 0.4 0.45 6 133.029 TG10 12 8.6 8.6 8.6 8.6 8.6 8.6 8.6 8.6 8.6 11.6 18 18 13.5 13.5 5.85 5.85 6 6 6 7 18 237 32 238 .4 .7 +6.850 M +6.850 M +6.850 M 175 11.85 93 O1 13 4613 17.093 207 208 21.5 30 157 156 155 154 153 152 151 150 149 148 147 12 176 .14 15.5 Postal Address : P. N 17, F.N 101,Raj 6 6 6 6 6 9.2 97 TG10 6 12 12 6 6 5 13.153 .8 6 7.5 7.5 6 49 TG10 TG10 TG10 TG10 T= 250MM 42 12M WIDE INTERNAL ROAD Nagar,Katolroad,Nagpur,Maharashtra-440013 12M WIDE INTERNAL ROAD TG10 6 8 7 106.309 23 17 11.55 11.55 11.55 23 . .4 91 89.9 66.504 .0 23 6 R= 168MM 68.059 16.5 18 15 0.25 159 248 247 246 245 244 243 242 241 240 239 83 .87 10.5 3 40.77 O4 111. 42.2 10 14 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 215 W 3.7 1 8.0 W V O2 88 12 Phone No.:9967085007 3.2 3.2 3.2 10.5 158 .0 57 1.7 16.5 249 250 251 252 253 254 255 256 257 7 D2 D2 D1 D1 97.804 85 24 .1 D1 D1 2.2 118.881 40 .9 TG10 6 6 8 69.061 6.5 27 DESCRIPTION OF PROJECT : 0 9M WIDE INTERNAL ROAD 14 72.3 TG10 6 72.62 87 .8 35 Type of Proposal : Residential 78.62 16.356 TG27 6 64.22 0.4 0.45 0.65 0.4 0.45 0.15 1.05 6.209 6.888 14 8 BEDROOM 2.1 15.8 2.86 38.88 TOILET 54 TG28 106. 283 22M WIDE EXTERNAL ROAD 2 TG26 A4 9.5 7 36 .19 5 31.322 A5 68 .1 12 BUILDING ON CTS. NO./SURVEY NO.-- FIRST FLOOR BEDROOM SIT OUT FIRST FLOOR FIRST FLOOR TG29 TG24 TG25 A6 50 .31 5 6.85 6.85 6.85 O3 28 TOILET SUNK +3.650 M +3.650 M +3.650 M 4.678 TG6 .13 1 9.431 4.6 8 TG4 SITE ADDRESS : 9.6 66 PLOT NO.60 ON KH.NO. 104(P), 105, 106, 107, 108(P), 109, 110, ENSARA V METROPARK, MOUZA - PIPLA, TAH - NAGPUR (RURAL), NAGPUR - 440034 0.168 0.25 D W KW 1.1 D 3.2 D1 3.2 3.2 LOCATION PLAN N 0.168 2.35 1.849 Name Of Architect : Parag Kotwal LIVING STAIRCASE TOILET STAIRCASE 1.25 SCALE ( N.T.S ) LOGO ADDRESS OF OFFICE 0.492 DINING LOBBY KITCHEN OFFICE - GROUND FLOOR LOBBY PARKING GROUND FLOOR GROUND FLOOR 0.45 0.45 0.45 0.45 TOILET SUNK +0.450 M +0.450 M +0.450 M 76,Bante Layout,Somalwada, Wardha 0.45 G.L Road,Nagpur G.L G.L MANHOLE ±0.00 M ±0.00 M ±0.00 M FREE BOARD SUMP WELL 18000 LITRES CAPACITY. OWNERS SIGN - TECHNICAL PERSON SIGN OUTLET INLET BAFFLE Signature Not Verified SECTION S-XX' SECTION S-YY' FRONT ELEVATION BK.WALL P.C.C. SECTION THROUGH M.S.GATE Verified by applicant Digitally signed by Parag Sanjay Kotwal Date: 2025.03.03 18:17:05 IST Reason: Technical Person DSC CROSS SECTION WATER STORAGE REQUIREMENT SCALE 1:100 SCALE 1:100 SCALE 1:100 Location: Besa-Pipla Nagarpanchayat U. WATER TANK. SCALE: 100 Project Code : BPNM-24-116608 Application Number : BPNM202500001 Proposal Number : 1487251 OVER HEAD WATER TANK REQUIRED P.C.C.COPING CW_HT VENT PIPE .23 thk.BK.WALL 0 TENEMENT = 0 PERSON X 45.000 .Ltr CW_WIDTH thk.BK.WALL MANHOLE 0.000Ltr GL. N SCALE - 1:100 Date: 01/01/25 ST_WID .45 thk.STONE WALL. OUTLET P.C.C. STUDY JOB NO - BPNM-24-116608 CHECK BY - - PLAN OF UNDERGROUND COMPOUND WALL INLET ST_LEN 0.000 Ltr. X 1.500=0.000 Ltr WATER STORAGE TANK PROPOSED-O.H.W.T = 0.000 .Ltr DETAIL SEPTIC TANK DETAIL SCALE: 100 SCALE: 100 UGR Prop:0.000 SCALE: 100 SUBMISSION DRAWING