MCGM FILE NO. P-10955/2022/(63/2 AND OTHER ) R/C WARD/MAGATHANE R/C 1/14 2.26 SET BACK AREA CALCULATION 3 65.6 72.85 1 1/2 X 65.63 X 2.26 X 1 NO = 74.16 SQ.MT. 2.08 2 1/2 X 72.85 X 2.08 X 1 NO = 75.76 SQ.MT. 2 5.5 5.8 1 3 1/2 X 10.50 X 5.81 X 1 NO = 30.50 SQ.MT. 0.4 3 D 1.6 1.61 1 .50 10 A 5.52 0.43 4 1/2 X 33.84 X 1.21 X 1 NO = 20.47 SQ.MT. O 1.21 YR 72 0.30 1.20 1.52 5 1/2 X 30.06 X 1.86 X 1 NO = 27.95 SQ.MT. 71 73 33.84 6 1/2 X 8.87 X 0.97 X 1 NO = 4.30 SQ.MT. R V E 70 69 74 3.14 3.29 3.14 U 30.06 AE S 7 1/2 X 8.87 X 2.65 X 1 NO = 11.75 SQ.MT. 68 75 FIRE CONTROL ROOM AREA LINE DIA. TOTAL ADDITION = 244.89 SQ.MT. X Y 62 1.86 R L B 57 59 61 60 4.72 SCALE: - 1:100 DEDUCTIONS N E D NORTH 56 58 76 O 5.15 1 2 2/3 1/2 X X 5.52 5.52 X X 0.43 1.61 X 2 NOS X 2 NOS = = 3.16 SQ.MT. 8.89 SQ.MT. CT I 53 54 55 4.77 8.87 SET BACK AREA LINE DIA. TOTAL DEDUCTION = 12.05 SQ.MT. Y1 S A N 77 E 8.87 52 0.97 SCALE: - 1:500 50 FIRE CONTROL ROOM CALCULATION D 51 4.82 63 I 2.65 TOTAL BUILT UP AREA [X - Y1] = 232.84 SQ.MT. X1 67 W 49 M. 1.02 47 ADDITIONS 4.85 FOR 64 CE 0 46 N 48 SPA TATIO 4 78 1 0.30 X 3.14 X 1 NO = 0.94 SQ.MT. 1 3 . 43 44 45 -S SUB 0 x 5.5 8.0 0 65 66 49 80 79 2 1.20 X 3.29 X 1 NO = 3.95 SQ.MT. 81 42 48 40 3 1.52 X 3.14 X 1 NO = 4.77 SQ.MT. 128 82 41 39 9.23 91 83 TOTAL ADDITION = 9.66 SQ.MT. X 38 7.83 92 47 36 6.44 .28 34 4.96 33 B 30 89 .57 89 .57 37 C TWO WAY DRIVE WAY 84 26 .09 32 A 4.97 2.09 3.00 46 ELEVATION LINE ABOVE 31 2.85 85 30 5.01 125 126 6.00 30.00 86 127 93 45 123 124 90 70 BUILDING LINE ABOVE 19.1 6 EXISTING 71.5 5 SUB-STATION 88 87 TO BE DEMOLISHED 35 6.61 44 89 69 PROFORMA- A 6 14.0 90 89 68.30 7.36 94 7.80 LIFT - 3 5.78 A. AREA STATEMENT 3.00 x 2.53 7.47 75.8 77.3 1 77.3 9 1 29 GARBAGE IN SQ.MTS. CHUTE AREA OF THE PLOT ENTRANCE / EXIT 88 68 43 1) 8114.40 7.15 9.11 28 ENTRANCE LOBBY a) AREA OF RESERVATION IN PLOT PLINTH LINE 91 -------- 17.2 6 27 E 92 E' +0.15M LVL. 95 3.31 6.00 UP ELE. CONDUCT FIRE CONDUCT 87 67 42 b) AREA OF ROAD SET BACK 232.84 2.18 2.25 2.00 26 3 -------- 72.4 3 c) AREA OF D P ROAD 72.4 13.7 1 6.4 5 7.05 2.00 23 LIFT - 2 25 DN 2.50 x 3.46 96 2) DEDUCTIONS FOR : 7.38 0.10 4.10 41 7.70 86 66 A) FOR RESERVATION/ROAD AREA -------- 64 52. 50. 88 2.00 24 TWO WAY DRIVE WAY 1.70 TWO WAY DRIVE WAY WATCHMAN CABIN 6.43 a) ROAD SET BACK AREA TO BE HANDED OVER (100%) (REGULATION NO 16) -------- PODIUM LINE ABOVE FRD 97 b) PROPOSED D P ROAD TO BE HANDED OVER (100%) REGULATION NO 16) -------- 1.70 LIFT - 1 22 122 112 SMOKE CHECK FIRE EVACUATION 2.50 x 2.80 LOBBY FRD LIFT 85 65 21 2.43 x 1.88 2.20 x 1.88 40 2.59 c) RESERVATION AREA(PLOT) TO BE BE HANDED OVER(100%) ( REGULATION NO 17) -------- NO COMPOUND WALL 2.8 3 7.26 8.64 20 TOTAL AREA UNDER ROAD/RESERVATION -------- 93 17.99 111 UP LV DUCT 98 84 64 6.00 39 B) FOR AMENITY AREA 19 121 A 7.90 18 94 a) AREA OF AMENITY PLOT/PLOTS TO BE HANDED OVER AS PER DCR 14(A) -------- 2.00 6.61 17 DN SERV. 101 100 38 b) AREA OF AMENITY PLOT/PLOTS TO BE HANDED OVER AS PER DCR 14(B) -------- 120 16 TOILET 83 63 95 15 13 9 2.00 6 5 6.00 1.27 x 2 2.00 112 103 98 96 c) AREA OF AMENITY PLOT/PLOTS TO BE HANDED OVER AS PER DCR 15 -------- 14 107 104 12 8 3 111 110 109 108 106 105 102 99 97 21.84 11 10 7 1 d) AREA OF AMENITY PLOT/PLOTS TO BE HANDED OVER AS PER DCR 35 -------- 18.30 M. WIDE EXISTING D.P. ROAD 117.45 116.82 7.12 117.45 224 4 2.00 0.10 2.00 128 110 2.00 99 127 TOTAL AMENITY AREA -------- A 119 82 125 62 37 4.10 124 6.49 126 C) DEDUCTION FOR EXISTING BUILT UP AREA TO BE RETAINED IF ANY/-LAND COMPONENT OF -------- L EXISTING BUA AS PER REGULATION UNDER WHICH THE DEVELOPMENT WAS ALLOWED 118 81 61 36 D) ENCROACHMENT AREA -------- 75.04 10.05 77.63 TWO WAY DRIVE WAY +0.00M LVL. 3.00M WIDE DRIVE WAY 123 3) TOTAL DEDUCTION :(2(A)+2(B)+2(C)+2(D) 232.84 6.96 31.90 35 4) BALANCE AREA OF THE PLOT(1)-(3) FOR F.S.I CALCULATION PURPOSE 7881.56 L 43.99 31.91 80 60 5) PLOT UNDER DEVELOPMENT (1-2(A)+2(B) 49.3 6 6.94 7881.56 A 122 6) ZONAL (BASIC) FSI 1.00 3.00M WIDE DRIVE WAY 7) PERMISSIBLE BUILT UP AREA AS PER ZONAL(BASIC) FSI (5X6) 7881.56 11.01 117 79 59 34 6.61 129 PERMISSIBLE FSI AVAILABLE BY DEVELOPMENT RIGHTS ON PAYMENT OF PREMIUM EAST 8) 2.41 121 8(A) ADDITIONAL FSI AS PER REG. NO 30(A) (1) TABLE NO 12 214 4.10 3940.78 PLOT AREA LINE DIA. 2.92 4.06 N 6.78 116 109 6.00 2.00 215 0.10 2.00 2.00 2.00 100 120 78 58 6.00 33 32 131 2.93 0.50 X7881.56 = 3940.78 SQ.MT. 8(B) ADMISSIBLE TDR AS PER ROAD WIDTH OF 27.40 MTR. 90% X 7881.56 = 7093.40 SQ.MT. LESS TDR TO BE PURCHASED I) SLUM TDR = 7093.40 x 20% TO 50% = 1418.68 TO 3546.70SQ.MT. 7093.40 SCALE: - 1:500 213 115 77 57 216 119 (SLUM TDR UTILIZED = 2025.28 SQ.MT. UNDER DRC NO. SRA/1475/LAND.) 132 II) BALANCE GENERAL TDR TO BE PURCHASED = 7093.40 - 1480.00 ( INCENTIVE BUA as per 33(7)(B) 2.00 DN - 1779.40 SQ.MT. (PROTECTED BUA (D.P.ROAD & FLYOVER AREA AS PER O.C.PLAN) AS PER 30(C) A 5.86 - 2025.28 SQ.MT. (SLUM TDR UTILIZED) = 1808.72 SQ.MT. PLOT AREA CALCULATION AREA CALCULATION 108 UP LV DUCT 101 133 (GENERAL TDR UTILIZED = 1878.69 SQ.MT. UNDER DRC NO. 000823/RD. 114 76 56 31 ADDITIONS 6.06 9) ADDITIONAL SETBACK AREA (232.84 X2 ) = 465.68 465.68 SMOKE CHECK FIRE 118 134 10) TOTAL PERMISSIBLE BUILT UP AREA (7+8(A)+8(B)+9) ABOVE 19381.42 FRD LOBBY EVACUATION 217 1 1/2 X 89.57 X 26.09 X 1 NO = 1168.44 SQ.MT. 4.4 7 6.0 7 113 107 2.43 x 1.88 FRD LIFT 2.20 x 1.88 LIFT - 1 2.50 x 2.80 102 75 55 30 11) TOTAL PROPOSED BUILT UP AREA 19381.42 218 6.43 219 12) F.S.I. CONSUMED ON NET HOLDING = 12/4 2.44 2 1/2 X 89.57 X 30.28 X 1 NO = 1356.09 SQ.MT. 137 136 PODIUM LINE ABOVE 2.00 29 B DETAILS OF RESIDENTIAL / NON-RESIDENTIAL AREA WEST 74 54 0.10 4.10 3 1/2 X 71.55 X 14.06 X 1 NO = 503.00 SQ.MT. 3.11 4.61 LIFT - 2 103 1 PURELY RESIDENTIAL BUILT UP AREA 19381.42 2.50 x 3.46 2.00 2 DN 138 REMAINING NON-RESIDENTIAL BUILT UP AREA 4 1/2 X 71.55 X 19.16 X 1 NO = 685.45 SQ.MT. 212 2.18 2.25 2.00 117 3.08 UP ELE. CONDUCT FIRE CONDUCT 73 53 C DETAILS OF FSI AVAILED AS PER REG. NO. 31(3) OF DCPR 2034 BUILDING LINE ABOVE 220 104 28 5 1/2 X 68.30 X 7.47 X 1 NO = 255.10 SQ.MT. 3.55 139 1 FUNGIBLE BUILT UP AREA COMPONENT PERMISSIBLE FOR PURELY RESI. = (19381.42 X 0.35) 6783.50 +0.15M LVL. ENTRANCE LOBBY 223 D 6.61 D' 2 FUNGIBLE BUILT UP AREA COMPONENT PERMISSIBLE FOR PURELY NON RESI 221 6 1/2 X 75.89 X 7.15 X 1 NO = 271.31 SQ.MT. 27 GARBAGE CHUTE 72 52 3 TOTAL FUNGIBLE BUILT UP AREA PERMISSIBLE = ( C1 + C2 ) 6783.50 ELEVATION LINE ABOVE LIFT - 3 7 1/2 X 77.31 X 3.31 X 1 NO = 127.95 SQ.MT. 222 116 4 FUNGIBLE BUILT UP AREA COMPONENT PROPOSED FOR PURELY RESI 3.00 x 2.53 140 6765.77 5.49 4.01 5 FUNGIBLE BUILT UP AREA W/O CHARGING PREMIUM FOR RESIDENTIAL 2619.65 6.00 26 8 1/2 X 77.31 X 17.26 X 1 NO = 667.19 SQ.MT. 4.62 105 31.27 71 51 6 TOTAL FUNGIBLE BUILT UP AREA BY CHARGING PREMIUM FOR RESIDENTIAL (6765.77 - 2619.65) 4146.12 211 SPACE FOR 141 7 )FUNGIBLE BUILT UP AREA COMPONENT PROPOSED FOR PURELY COMMERCIAL 9 1/2 X 72.43 X 13.71 X 1 NO = 496.51 SQ.MT. FIRE CONTROL ROOM 3.02 x 3.14 SQ.MT. 6.60 8 TOTAL FUNGIBLE BUILT UP AREA BY CHARGING PREMIUM FOR COMMERCIAL 1 SPACE FOR PUMP ROOM 9.66 SQ.MT, 142 (COUNTED IN FSI) 9 TOTAL GROSS BUILT UP AREA PERMISSIBLE = (10 + C3) 26164.92 10 1/2 X 72.43 X 9.11 X 1 NO = 329.92 SQ.MT. 210 106 24 10 5.6 3 2 FRD 115 TOTAL GROSS BUILT UP AREA PROPOSED = (11 + C4 + C7) 26148.12 1 11 1/2 X 52.64 X 2.83 X 1 NO = 74.49 SQ.MT. 7.17 FRD 6.72 1.95 D TENEMENT STATEMENT IT EX 204 25 1 PROP. AREA (ITEM C -6 ABOVE) 26148.12 12 1/2 X 50.88 X 6.45 X 1 NO = 164.09 SQ.MT. 2 AN 9.00 A LESS DEDUCTION OF NON RESI. AREA(SHOP&Etc) C B CE 209 143 3 AREA OF TENEMENTS. 26148.12 13 1/2 X 117.45 X 17.99 X 1 NO = 1056.46 SQ.MT. / 12.60 114 4 TENEMENTS PERMISSIBLE (450/HECTARE) 1176.62 NOS TR 6.72 5 TENEMENTS EXISTING 14 1/2 X 117.45 X 2.92 X 1 NO = 171.48 SQ.MT. EN 9.58 113 3.69 144 9.00 TWO WAY DRIVE WAY 9.00 6 TENEMENTS PROPOSED 356 NOS 9.00 23 15 1/2 X 116.82 X 7.90 X 1 NO = 461.44 SQ.MT. 7 TOTAL TENEMENTS ( 5 + 6 ) 356 NOS NO COMPOUND E PARKING STATEMENT 16 1/2 X 77.63 X 4.06 X 1 NO = 157.59 SQ.MT. 4. 71 22 1 TOTAL PARKING REQUIRED BY REGULATIONS 313.00 NOS WALL OUTSIDERS (VISITORS) 31.00 NOS 17 1/2 X 75.04 X 6.49 X 1 NO = 243.50 SQ.MT. 208 207 206 205A 205 4.50 151 150 149 147 SHOPS 152 146 145 148 21 2 TOTAL PARKING EXISTING 18 1/2 X 49.36 X 2.41 X 1 NO = 59.47 SQ.MT. 4.55 3 156 TOTAL PARKING REQUIRED 344.00 NOS 154 4 TOTAL PARKING PROVIDED ( AS PER STATEMENT) 350.00 NOS 19 1/2 X 43.99 X 11.01 X 1 NO = 242.16 SQ.MT. 153 20 TOTAL PARKING = 128 NOS 6.00M. WIDE RAMP 155 5 PARKING TO BE CONDONED 6.00M. WIDE RAMP TOTAL ADDITION = 8491.64 SQ.MT. X 4 F LOADING & UNLOADING STATEMENT 10.00 10.00 19 SAY = 8114.40 SQ.MT. X FROM 1ST TO 3RD BIG PARKING = 67 NOS 9.05 1 2 LOADING & UNLOADING REQUIRED TOTAL LOADING UNLOADING PROVIDED N.A. N.A. LENGHTH 37.25M. 4.38 4.55 PODIUM 18 CERTIFICATE OF AREA SMALL PARKING = 61 NOS 5 CERTIFIED THAT I HAVE SURVEYED THE PLOT UNDER REFERENCE ON AND THAT RAJESH Digitally signed by RAJESH VISHWANATH SURVE DN: c=IN, postalCode=400092, st=MAHARASHTRA, l=MUMBAI, 17 THE DIMENSIONS OF SIDES, ETC. OF THE PLOT STATED ON PLAN ARE AS MEASURED VISHWAN o=Personal, serialNumber=2554f515377fbcf564d0 0161a95b8ee69187b9755057f48c96b ON SITE AND THE AREA SO WORKED OUT IS i.e. 8114.40 SQ.MTS. 71ca1c812c86c, ATH pseudonym=272d9fd8a6d541a5b97b 02b44e653738, 4.55 ( EIGHT THOUSAND ONE HUNDRED FOURTEEN POINT FOUR ZERO SQ.MTS. ) AND 2.5.4.20=4717ec63778e6d8195000401 OAD 084aa986c204d54011db1c63c5acb6f0 SURVE 26016c26, EY R 72 D.P. TALLIES WITH THE AREA STATED IN THE DOCUMENT OF OWNERSHIP / RECORDS 73 16 email=SURVERAJESH@REDIFFMAIL.CO 71 RV 70 69 M, cn=RAJESH VISHWANATH SURVE E SU 74 Date: 2023.09.12 17:18:22 +05'30' 68 75 YA 62 6 RL B 61 4.72 59 57 NED NORTH 60 56 58 76 5. 77 TIO 5.15 54 53 55 4.77 4.38 78 5. ANC 77 DE S 52 51 4.82 63 50 0.23 THK. BRICK FIRE FIGHTING & DOMESTIC WI 157 67 49 0 M. 15 SIGNATURE OF LICENCED SURVEYOR 1.02 47 4.85 R E FO N 64 U.G.WATER TANK FLUSHED 46 48 SPAC ATIO COMPOUND WALL 13.4 78 ST 65 44 45 SUB- 0 x 5.50 8.0 49 80 79 WITH GROUND LEVEL BEAR 43 1.55 2.40 40 42 66 48 81 THE LOAD OF 48MT.AND 39 41 9.23 128 91 83 82 10KG/SO.CM. 38 7.83 92 47 36 6.44 6.00 34 4.96 33 37 C B TWO WAY DRIVE WAY 84 4.50 32 A 4.97 GROUND LEVEL 2.09 1.50 6.00 PLAN FOR CONSIDERATION 3.00 46 ELEVATION LINE ABOVE 31 2.85 85 30 5.01 125 126 6.00 14 30.00 86 127 93 45 123 124 90 70 BUILDING LINE ABOVE EXISTING 158 SUB-STATION 88 87 TO BE DEMOLISHED 35 6.61 44 89 69 90 89 7.36 94 7.80 LIFT - 3 5.78 3.00 x 2.53 29 GARBAGE CHUTE ENTRANCE / EXIT 88 68 43 28 ENTRANCE LOBBY 27 PLINTH LINE +0.15M LVL. E 95 91 92 E' 4.38 ELE. CONDUCT FIRE CONDUCT 6.00 42 FRD 2.18 2.25 2.00 87 67 26 SECTION THROUGH 7.05 DN 2.00 23 LIFT - 2 25 2.50 x 3.46 96 0.10 4.10 UP 7.38 41 13 7.70 86 66 2.00 24 TWO WAY DRIVE WAY 1.70 TWO WAY DRIVE WAY WATCHMAN COMPOUND WALL CABIN 6.43 PODIUM LINE ABOVE FRD 1.70 LIFT - 1 97 22 122 112 SMOKE CHECK FIRE EVACUATION 2.50 x 2.80 LOBBY FRD 21 2.43 x 1.88 LIFT 2.20 x 1.88 85 65 40 2.59 NO COMPOUND WALL 7.26 8.64 20 19 121 18 A 111 2.00 FRD LV DUCT 98 6.61 84 64 6.00 39 93 94 SCALE = 1:100 SECTION THROUGH COMPOUND GATE - D'D' 159 SCALE = 1 : 100 17 DN UP SERV. 101 100 38 120 TOILET 83 63 95 16 1.27 x 2 98 15 13 9 6 5 2.00 6.00 2.00 112 103 96 14 107 104 21.84 12 11 10 8 7 3 111 110 109 108 106 105 102 99 97 1 18.30 M. WIDE EXISTING D.P. ROAD Digitally signed by HANUMANT 7.12 224 4 2.00 0.10 2.00 127 128 2.00 110 99 A 119 4.10 124 82 125 62 126 37 6.58 DRIVE WAY 6.58 12 HANUMANT 118 81 61 36 LL 10.05 TWO WAY DRIVE WAY +0.00M LVL. 3.00M WIDE DRIVE WAY 123 6.96 31.90 35 80 60 SADASHIVRAO BURE 31.91 6.94 122 3.00M WIDE DRIVE WAY NA 117 116 109 214 4.10 2.00 100 121 6.61 79 59 6.00 34 33 129 EAST 160 78 58 2.00 0.10 2.00 131 SADASHIVRAO BURE Date: 2023.09.18 17:12:23 6.78 120 213 115 6.00 215 216 DN UP 2.00 2.00 SERV. TOILET 1.27 x 2.00 119 5.86 77 57 32 132 2.93 4.75 1.20 11 A 108 FRD 101 LV DUCT 133 114 76 56 31 6.06 8.69 161 FIRE +05'30' SMOKE CHECK 118 134 FRD LOBBY EVACUATION LIFT 217 75 55 30 107 VIEEKANAND 4.47 2.43 x 1.88 113 LIFT - 1 102 4.60 2.20 x 1.88 2.50 x 2.80 6.07 FRD 218 N . RO 6.43 219 137 136 PODIUM LINE ABOVE TO 2.00 WEST UP 0.10 4.10 103 74 54 29 NAGAR AD 4.61 LIFT - 2 3.11 2.50 x 3.46 DN 2.00 138 212 3.08 RG 2.18 2.25 2.00 117 10 FRD ELE. CONDUCT FIRE CONDUCT 3.10 73 53 BUILDING LINE ABOVE BORIVALI 220 104 28 139 3.55 +0.15M LVL. ENTRANCE LOBBY D D' S.V 223 221 6.61 ST GARBAGE CHUTE 72 52 27 ELEVATION LINE ABOVE LIFT - 3 3.00 x 2.53 222 116 5.49 140 4.01 SPACE FOR ORGANIC 6.00 26 4.62 105 31.27 71 51 141 OVER 211 SPACE FOR 6.60 FIRE CONTROL ROOM 1 3.02 x 3.14 SQ.MT. M.K. BRIDGE RAMP SPACE FOR PUMP ROOM 9.66 SQ.MT, (COUNTED IN FSI) 142 210 106 24 GROUND RAMP FRD 3 2 115 E.E.(B.P.) R1 WARD 5.6 1 FRD 1.95 6.72 7.17 EX 204 25 9 IT SAS SOCIETY OFFICE AREA LINE DIA. AN 9.00 A C B EN CE / 209 12.60 114 6.72 143 36.60 M D.P. ROAD &PG TR WASTE CONVERTOR 9.58 113 3.69 144 9.00 TWO WAY DRIVE WAY 9.00 9.00 23 NO COMPOUND 4.7 1 22 SCALE: - 1:100 SUMAR SPACE FOR STP 8.69 WALL U.G. TANK AT GR.FL LVL. 208 207 206 205A 205 152 4.50 151 150 149 148 147 146 4.55 145 21 NAGAR 14.29 x 8.90 156 153 154 155 20 G.L 162 4 6.00M. WIDE RAMP 6.00M. WIDE RAMP 8 (OWC) Rahul Digitally 10.00 FROM 1ST TO 3RD 10.00 9.05 19 WATER LEVEL LENGHTH 37.25M. 4.38 4.55 Digitally signed PODIUM 18 MAP signed OA Shivshant 5 D SOCIETY OFFICE CALCULATION SITE U/R 17 DR D ROA 4.55 AN 16 EK . P. by Shivshant 6 RAILWAY 5.7 AN U.G.TANK 7 4.38 8 5.7 FIRE FIGHTING & DOMESTIC U.G.WATER TANK FLUSHED 15 157 PG E D by Rahul VIV WITH GROUND LEVEL BEAR 7 1.55 THE LOAD OF 48MT.AND WID 10KG/SO.CM. 14 158 1 4.75 X 1.20 X 1 NO = 5.70 SQ.MT. WA MI 18.3 Ganesh Ganesh 4.38 Sudhakarrao 0M Sudhakar 13 ES 6.58 DRIVE WAY 6.58 12 159 WID AY ST N 163 WESTREN Ishi 5 M RAILW 160 11 2 4.60 X 3.10 X 1 NO = 14.26 SQ.MT. MAGATHANE SECTION THROUGH U.G. TANK Doke 27.4 8.69 10 161 HARIOM ISAR SPACE FOR ORGANIC NAGAR . PO SCALE 1:100 9 Date: 2023.09.12 PROP WASTE CONVERTOR OAD rao Doke SPACE FOR STP 8.69 Date: 2023.09.14 14.29 x 8.90 162 8 (OWC) TOTAL ADDITION = 19.96 SQ.MT. Ishi 5D 7 164 163 .P. R 18:13:59 +05'30' 13:56:18 +05'30' 164 SAS 165 SOCIETY OFFICE AREA PERMISSIBLE = 20.00 SQ.MT. 27.4 SOCIETY OFFICE AREA PROVIDED = 19.96 SQ.MT. 166 S.E.(B.P.) R5 A.E.(B.P.) R/C WARD 167 171 168 169 170 LOCATION PLAN 172 173 165 RAJESH 200 174 Digitally signed by SANTOSH SADASHIV 175 SCALE: - 1:4000 Digitally signed by RAJESH VISHWANATH SURVE DN: c=IN, postalCode=400092, st=MAHARASHTRA, SAMANT SANTOSH l=MUMBAI, o=Personal, 201 DN: c=IN, postalCode=400066, 176 202 203 serialNumber=2554f515377fbcf564d00161a95b8e st=MAHARASHTRA, street=MUMBAI, VISHWANA 177 e69187b9755057f48c96b71ca1c812c86c, 178 166 pseudonym=272d9fd8a6d541a5b97b02b44e6537 l=MUMBAI, o=Personal, 179 38, serialNumber=07a48763799d24f736f8f85 SADASHIV TOTAL REQUIRED LOS AREA = 7881.56 x 25% =1970.39 SQ.MT. 180 2.5.4.20=4717ec63778e6d8195000401084aa986c2 e5a3d6d3865074d99e9e42bdba011c27d 04d54011db1c63c5acb6f026016c26, 624ac439, TH SURVE TOTAL PROVIDED LOS ON MOTHER EARTH = 2001.01 SQ.MT. 181 email=SURVERAJESH@REDIFFMAIL.COM, pseudonym=35b63cac22334114a151589 182 SUMMARY ( WING-A ) SUMMARY ( WING-B ) cn=RAJESH VISHWANATH SURVE Date: 2023.09.12 17:18:45 +05'30' 6a534ff20, SAMANT 2.5.4.20=9f4ec88115edafab258e459c099c 28212dd301cc2eddfa9323c5cbbe037981 EXCESS EXCESS 167 183 LESS ST.CASE, NET REFUGE LESS ST.CASE, NET REFUGE d7, 184 AREA REFUGE AREA REFUGE email=SAMANTSANTOSH77@GMAIL.COM FLOOR & LIFT AREA AREA AREA FLOOR & LIFT AREA AREA AREA , cn=SANTOSH SADASHIV SAMANT 186 187 185 AREA AREA 171 RAJESH V. SURVE Date: 2023.09.12 17:31:49 +05'30' GR./STILT --- --- --- --- --- GR./STILT 9.66 --- 9.66 --- --- 189 188 168 169 170 ( LICENCE SURVEYER ) 1ST PODUM 1ST PODUM 190 199 191 192 --- --- --- --- --- --- --- --- --- --- LICENCE NO. : S/685/LS OWNER / DEVELOPER 198 2ND PODIUM --- --- --- --- --- 2ND PODIUM --- --- --- --- --- 197 SOUTH PROFORMA 'B' 193 194 196 195 3RD PODIUM --- --- --- --- --- 3RD PODIUM --- --- --- --- --- 172 1ST FLOOR 568.90 149.23 419.67 --- --- 1ST FLOOR 564.34 149.23 415.11 --- --- 2ND FLOOR 2ND FLOOR 173 CONTENTS OF SHEET 568.90 149.23 419.67 --- --- 568.75 149.23 419.52 --- --- BLOCK PLAN 3RD FLOOR 568.90 149.23 419.67 --- --- 3RD FLOOR 573.22 149.23 423.99 --- --- GROUND FLOOR PLAN, PLOT AREA LINE DIA. & CALC. , SCALE: - 1:500 4TH FLOOR 462.38 149.14 313.24 124.64 4TH FLOOR 455.88 149.14 306.74 125.09 5TH FLOOR 5TH FLOOR MOTHER EARTH AREA LINE DIA & CALC. , BLOCK & 595.98 149.14 446.84 --- --- 591.50 149.14 442.36 --- --- 200 174 6TH FLOOR 595.98 149.14 446.84 --- --- 6TH FLOOR 595.48 149.14 446.34 --- --- 175 LOCATION PLAN, U.G. TANK SECTION, COMPOUND GATE 7TH FLOOR 595.98 149.14 446.84 --- --- 7TH FLOOR 595.48 149.14 446.34 --- --- 27.3 9.62 8TH FLOOR 595.98 149.14 446.84 --- --- 8TH FLOOR 599.64 149.14 450.50 --- --- 201 SECTION, COMPOUND WALL SECTION, FIRE CONTROL 176 5 202 ROOM AREA LINE DIA. & CALC. , SOCIETY OFFICE AREA 25.30 9TH FLOOR 600.38 149.14 451.24 --- --- 9TH FLOOR 599.64 149.14 450.50 --- --- 203 177 42.24 10TH FLOOR 600.38 149.14 451.24 --- --- 10TH FLOOR 599.64 149.14 450.50 --- --- 11TH FLOOR 475.79 149.14 326.65 124.64 11TH FLOOR 474.53 149.14 325.39 125.09 --- LINE DIA. &CALC. , SET BACK AREA LINE DIA. & CALC. , 178 12TH FLOOR 600.38 149.14 451.24 --- --- 12TH FLOOR 599.64 149.14 450.50 --- --- 179 BUILT UP AREA SUMMERY, PARKING AREA STATEMENT. 6.16 13TH FLOOR 600.38 149.14 451.24 --- --- 13TH FLOOR 599.64 149.14 450.50 --- --- 13.65 69.88 78.2 8 78.28 77.42 74.87 14TH FLOOR 600.38 149.14 451.24 --- --- 14TH FLOOR 599.64 149.14 450.50 --- --- 15TH FLOOR 600.38 149.14 451.24 --- --- 15TH FLOOR 599.64 149.14 450.50 --- --- TOTAL REQUIRED LOS AREA = 7881.56 x 25% =1970.39 SQ.MT. TOTAL PROVIDED LOS ON MOTHER EARTH 180 DESCRIPTION OF PROP./ PROPERTY = 2001.01 SQ.MT. 181 16TH FLOOR 16TH FLOOR PROPOSED REDEVELOPMENT OF EXISTING BUILDINGS 3 40.1 600.38 149.14 451.24 --- --- 599.64 149.14 450.50 --- --- 10.7 3 17TH FLOOR 600.38 149.14 451.24 --- --- 17TH FLOOR 599.64 149.14 450.50 --- --- ON PLOT BEARING C.T.S. NO.63/2, 63/4,63/5,63/7 ,63/3(PT) & 3.08 18TH FLOOR 475.79 149.14 326.65 124.64 18TH FLOOR 474.53 149.14 325.39 125.09 --- 63/10(PT) OF VILLAGE - MAGATHANE AT BORVALI (WEST) 182 2.58 3.98 19TH FLOOR 600.38 149.14 451.24 --- --- 19TH FLOOR 599.64 149.14 450.50 --- --- 20TH FLOOR 600.38 149.14 451.24 --- --- 20TH FLOOR 599.64 149.14 450.50 --- --- 21ST FLOOR 600.38 149.14 451.24 --- --- 21ST FLOOR 599.64 149.14 450.50 --- --- NAME & ADDRESS OF OWNER MOTHER EARTH AREA LINE DIA. SCALE: - 1:500 22ND FLOOR 600.38 149.14 451.24 --- --- 22ND FLOOR 599.64 149.14 450.50 --- --- 183 SHRI SANTOSH S. SAMANT. 23RD FLOOR 600.38 149.14 451.24 --- --- 23RD FLOOR 599.64 149.14 450.50 --- --- DIRECTOR OF MOTHER EARTH AREA CALCULATION 1 1/2 X 27.35 X 9.62 X 1 NO = 131.55 SQ.MT. 24TH FLOOR 600.38 149.14 451.24 --- --- 24TH FLOOR 599.64 149.14 450.50 --- --- 184 M/S. SHRADDHA PRIME PROJECT LTD. 2 1/2 X 42.24 X 25.30 X 1 NO = 534.34 SQ.MT. 25TH FLOOR 475.79 149.14 326.65 124.64 1.22 25TH FLOOR 491.01 149.14 341.87 108.61 --- CA TO PARADISE TOWER CHSL. 3 1/2 X 78.28 X 13.65 X 1 NO = 534.26 SQ.MT. 26TH FLOOR 600.38 149.14 451.24 --- --- 26TH FLOOR 599.64 149.14 450.50 --- --- 4 1/2 X 78.28 X 2.58 X 1 NO = 100.98 SQ.MT. 27TH FLOOR 600.38 149.14 451.24 --- --- 27TH FLOOR 599.64 149.14 450.50 --- --- NAME, ADDRESS & SIGNATURE OF R.C.C. CONSULTANT 185 5 1/2 X 77.42 X 3.98 X 1 NO = 154.07 SQ.MT. 28TH FLOOR 600.38 149.14 451.24 --- --- 28TH FLOOR 599.64 149.14 450.50 --- --- SHRI ABHIGIT V. PHATARPEKAR. 6 1/2 X 74.87 X 3.08 X 1 NO = 115.29 SQ.MT. 186 7 1/2 X 69.88 X 6.16 X 1 NO = 215.23 SQ.MT. 29TH FLOOR 600.38 149.14 451.24 --- --- 29TH FLOOR 599.64 149.14 450.50 --- --- 187 M/S. AVP STRUCTURAL CONSULTANTS. 30TH FLOOR 30TH FLOOR 8 1/2 X 40.13 X 10.73 X 1 NO = 215.29 SQ.MT. 600.38 149.14 451.24 --- --- 599.64 149.14 450.50 --- --- 5EDC, PLOT NO. 17/18, DR. BABASAHEB AMBEDKAR ROAD, 31ST FLOOR 472.01 150.95 321.06 --- WING-B 17387.18 4474.47 12912.71 483.88 --- TOTAL ADDITION = 2001.01 SQ.MT. X 188 GORAI-1,BORIVALI (W),MUMBAI-400092. WING-A 17859.60 4625.42 13234.18 498.56 1.22 17387.18 4474.47 12912.71 483.88 189 EMAIL:- design@avpconsultants.in WING-B F:\GAURAV\2022-23\SEPTEMBER\KOSMANGO NAGAR\PROPOSAL\12-09-2023.dwg LICENCE NO. : STR/P/148 TOTAL 35246.78 9099.89 26146.89 982.44 1.22 190 TOTAL BUA + EXCESS REFUGE AREA = 26146.89 + 1.22 = 26148.11 SQ.MT. NAME, ADDRESS & SIGNATURE OF LICENSED SURVEYOR PARKING AREA STATEMENT 191 CARPET AREA OF NO. OF RAJESH V.SURVE. NO. OF FLAT PARKING REQ. FLAT (in.sq. mts.) PARKING 199 1 NO 1 PARKING FOR 192 C/16,AUDUMBAR CHSL. PLOT No.221, BELOW 45 SQMT. 0.25 4 TENEMENTS 1 PARKING FOR GORAI II, BORVALI (WEST), RAJESH V. SURVE 45 TO 60 SQMT. 85 NOS 42.50 PARKING AREA STATEMENT 2 TENEMENTS WING A FLAT NO 1 FLAT NO 2 FLAT NO 3 FLAT NO 4 FLAT NO 5 FLAT NO 6 TOTAL ( LICENCE SURVEYER ) 1 PARKING FOR BELOW 45 SQ.MT 0 0 0 0 0 0 0 198 MUMBAI - 400091. 60 TO 90 SQMT. 270 NOS 270.00 FLOOR FL. LEVEL SMALL PARK BIG PARK TOTAL PARK 1 TENEMENTS 45 TO 60 SQ. MT. 4 0 4 3 30 3 44 197 LICENCE NO. : S/685/LS 1 PARKING FOR + 0.15 M LVL. 61.00 NOS 128.00 NOS ASSOCIATE L.S. SOUTH ABOVE 90 SQMT. NIL. NIL. GROUND FLOOR 67.00 NOS 60 TO 90 SQ.MT. 27 27 27 27 0 28 136 193 2 TENEMENTS ABOVE 90 SQ.MT. 0 0 0 0 0 0 0 194 1ST PODIUM FLOOR +4.35M LVL. 19.00 NOS 61.00 NOS 80.00 NOS TOTAL FLAT 356 NOS 312.75 NOS TOTAL 31 27 31 30 30 31 180 196 2ND PODIUM FLOOR +7.45 M LVL. 19.00 NOS 61.00 NOS 80.00 NOS 195 ADD 10% VISITORS 31.28 3RD PODIUM FLOOR +11.15 M LVL. 05.00 NOS 57.00 NOS 62.00 NOS TOTAL = 344.03 SAY 344.00 WING B FLAT NO 1 FLAT NO 2 FLAT NO 3 FLAT NO 4 FLAT NO 5 FLAT NO 6 TOTAL BELOW 45 SQ.MT 0 0 0 0 1 0 1 50% ADDITIONAL FOR VISITORS (344.00 X 50%) 172.00 TOTAL PARKING 104.00 NOS 246.00 NOS 350.00 NOS 45 TO 60 SQ. MT. 3 0 4 2 29 3 41 TOTAL PERMISSIBLE (344.00 +172.00) 516.00 60 TO 90 SQ.MT. 27 26 26 28 0 27 134 ABOVE 90 SQ.MT. 0 0 0 0 0 0 0 B.M.C. FILE NO. P-10955/2022/(63/2 AND OTHER)R/C WARD MAGATHANE R/C. TOTAL PARKING REQUIRED 344.00 NOS TOTAL PARKING PROPOSED 350.00 NOS TOTAL 30 26 30 30 30 30 176 GROUND FLOOR PLAN DRG. NO. JOB NO. FILE NAME DRAWN BY SCALE 1:100 01 GAURAV A.