183.85 25% R.G. AREA CALCULATION ( R.G. 1 ) R1 PAVED R.G. AREA CALCULATION (R.G. 1 ) R 1/2 X 180.67 X 11.38 X 1 NO = 1028.01 SQ.MT. PROFORMA - B 11.38 11.38 R1 1/2 X 183.85 X 11.38 X 1 NO = 1046.11 SQ.MT. C.T.S NOS. AREA AS PER P.R.C R 8 28.9 R2 1 0 .0 P P1 2/3 1/2 X X 7.29 16.53 X X 0.47 X 1 NO 1.18 X 1 NO = = 2.28 9.75 SQ.MT. SQ.MT. R2 R3 1/2 1/2 X X 28.98 26.71 X X 10.00 X 1 NO 7.65 X 1 NO = = 144.90 102.17 SQ.MT. SQ.MT. EAST 0 P2 1/2 X 184.04 X 9.00 X 1 NO = 828.18 SQ.MT. R4 1/2 X 23.66 X 19.36 X 1 NO = 229.03 SQ.MT. 706 B/A 5170.60 Sq.mt 180.67 26.71 P3 1/2 X 180.67 X 9.00 X 1 NO = 813.02 SQ.MT. R5 1/2 X 25.12 X 13.24 X 1 NO = 166.29 SQ.MT. CONTENTS OF SHEET a 2. 2 P4 1/2 X 18.06 X 8.10 X 1 NO = 73.14 SQ.MT. R6 1/2 X 19.72 X 9.57 X 1 NO = 94.36 SQ.MT. 10 P5 2/3 X 10.61 X 2.20 X 2 NOS = 31.12 SQ.MT. R7 2/3 X 12.73 X 2.64 X 1 NO = 22.40 SQ.MT. 608A/2 706 B/B 45324.80 Sq.mt R.G. 1 0 .61 7.65 R3 R4 P6 P7 1/2 1/2 X X 18.06 16.91 X X 9.72 X 1 NO 9.00 X 2 NOS = = 87.77 152.19 SQ.MT. SQ.MT. R8 R9 1/2 1/2 X X 59.76 83.42 X X 8.29 X 1 NO 10.28 X 1 NO = = 247.71 428.78 SQ.MT. SQ.MT. P8 1/2 X 18.06 X 8.12 X 1 NO = 73.32 SQ.MT. R10 1/2 X 28.27 X 3.44 X 1 NO = 48.62 SQ.MT. 706 B/C 750.00 Sq.mt 19.36 P9 2/3 X 10.63 X 2.21 X 1 NO = 15.66 SQ.MT. R11 1/2 X 27.49 X 10.57 X 1 NO = 145.28 SQ.MT. S1. 4 S1. 4 BLOCK PLAN , LOCATION PLAN 23.66 P10 1/2 X 18.06 X 9.70 X 1 NO = 87.59 SQ.MT. R12 1/2 X 27.49 X 7.29 X 1 NO = 100.20 SQ.MT. 897 RO EO 706 B/D 21525.90 Sq.mt P11 1/2 X 84.88 X 9.00 X 1 NO = 381.96 SQ.MT. R13 R14 1/2 1/2 X X 16.34 16.34 X X 10.15 X 1 NO 7.84 X 1 NO = = 82.93 64.05 SQ.MT. SQ.MT. B 707 P12 1/2 X 83.42 X 9.00 X 1 NO = 375.39 SQ.MT. 13.40 704/5 708 A 706 B/E 5274.90 Sq.mt 25 P13 1/2 X 16.57 X 8.15 X 1 NO = 67.52 SQ.MT. R15 1/2 X 20.23 X 8.51 X 1 NO = 86.08 SQ.MT. 764B 764 / 1 R.G. AREA DIAGRAM & CALCULATION (1ST TO 6TH) .12 b P14 1/2 X 16.57 X 8.15 X 1 NO = 67.52 SQ.MT. R16 R17 1/2 1/2 X X 16.58 20.23 X X 9.69 X 1 NO 1.08 X 1 NO = = 80.33 10.92 SQ.MT. SQ.MT. A 764 /4A 4 P15 1/2 X 23.91 X 4.95 X 1 NO = 59.18 SQ.MT. 704/5 706 A 706 B/F 10657.80 Sq.mt 13.24 R5 3.4 R12 7.29 8.70 P16 1/2 X 23.91 X 7.96 X 1 NO = 95.16 SQ.MT. R18 1/2 X 11.92 X 5.79 X 1 NO = 34.51 SQ.MT. 704 /1 18.30 RO AD P17 1/2 X 26.17 X 8.11 X 1 NO = 106.12 SQ.MT. R19 1/2 X 20.60 X 1.26 X 1 NO = 12.98 SQ.MT. 27.49 0.39 P18 1/2 X 26.17 X 7.70 X 1 NO = 100.75 SQ.MT. R20 1/2 X 15.60 X 0.18 X 1 NO = 1.40 SQ.MT. NAHUR AD SOUTH LINK RO 706 B/G 646.00 Sq.mt R10 TOTAL ADDITION = 3427.62 SQ.MT. X R21 1/2 X 38.90 X 4.52 X 1 NO = 87.91 SQ.MT. 758 A 19.72 1.5 R22 1/2 X 24.41 X 4.00 X 1 NO = 48.82 SQ.MT. OS 706 B/H 1715.10 Sq.mt R8 28. R11 16 R 8.29 TOTAL ADDITION = 4313.79 SQ.MT. X 27 1.44 10.28 10.15 ULUND .58 10.57 R6 c NORTH 9.57 DEDUCTIONS 12 R9 59.76 4 A ON M 2.6 .73 4 18.30 C.T.S NO.706 B/D 706 B/J 2357.50 Sq.mt R13 1.4 a 2/3 X 12.73 X 2.64 X 1 NO = 22.40 SQ.MT. DEDUCTIONS GOREG 1.1 8 180.67 R7 16.58 b 2/3 X 12.73 X 2.64 X 1 NO = 22.40 SQ.MT. STAMP OF APPROVAL OF PLANS 710A 5306.00 Sq.mt P1 83.42 16.34 d c 2/3 X 10.61 X 2.20 X 1 NO = 15.56 SQ.MT. A 2/3 X 10.61 X 2.20 X 1 NO = 15.56 SQ.MT. RO S1. 5 EA M 45.70 7 TOTAL DEDUCTION = 60.36 SQ.MT. Y1 B 2/3 X 8.70 X 0.39 X 1 NO = 2.26 SQ.MT. 0.4 P3 P5 e TOTAL BUILT UP AREA [X - Y1] = 3367.26 SQ.MT. X1 C 2/3 X 16.58 X 1.44 X 1 NO = 15.92 SQ.MT. S1. 4 9.00 9.00 8.10 9.69 0R14 18.30 ROAD 7.84 RO 8.51 R16 P2 2.2 D 2/3 X 16.58 X 1.44 X 1 NO = 15.92 SQ.MT. 712A 2553.70 Sq.mt .5 3 P4 10 .6 R15 E 2/3 X 10.61 X 2.20 X 1 NO = 15.56 SQ.MT. 710 706B/B RS A2. 1 9 16 1 20.23 TOTAL DEDUCTION = 65.22 SQ.MT. Y1 RO S 1.4 RE 1.1 763A 1527.10 Sq.mt 7.2 18.06 11.92 TOTAL BUILT UP AREA [X - Y1] = 4248.57 SQ.MT. X1 184.04 a 4 R19 RO S1. 4 728 D 2.6 P6 5.79 R18 RG 1.08 MA 762A 300.70 Sq.mt R17 TRI 9.72 554 S2. 5 HAS 12 1.26 R.G. 1 PAVED S .73 P7 EO EE1 .2 723 BAH A DUR 16.91 EAM LAL TOTAL 103110.10 Sq.mt 9.00 20.60 LAL BAHADUR SHASTRI MARG 1.4 RT R 7.49 514 513 509 7.49 164.92 R1 P7 15.60 M 510 EA A RA M 491 A/8 C 491 A 532 16.91 532 9.00 45.70 b 0.18 12 25% RG-6 AREA LINE DIAGRAM(SECTOR - I) WEST 4.52 R20 P8 .73 4 2.6 0 38.90 18.06 83.42 R21 AREA 8.12 9.70 2.2 P5 SCALE 1:100 9.00 9.00 P10 P12 10 .61 IN SQ.MT 2.2 10 .63 P11 P13 8.15 1 16.57 24.4 B.U.AREA SUMMARY (WING A , A-1) 1 AREA OF PLOT (AS PER P. R. CARD) 103110.10 P9 c 10 8.15 P14 1 R22 25% R.G. AREA CALCULATION ( R.G. 6 ) LOCATION PLAN 0 .61 NET GROSS AREA SCALE =1:4000 2.2 P15 ADDITIONS 2 Deductions for 4.95 23.9 4.00 R 1/2 X 164.92 X 7.49 X 1 NO = 617.63 SQ.MT. 2034 DP (49-53) 1 a) Road set-back area (L.B.S MARG) CTS No.706-B/A 5170.60 R1 1/2 X 164.92 X 7.49 X 1 NO = 617.63 FLOOR P16 WING-A WING A-1 b) D.P. Road - CTS No. 706-B/F , 710 A (pt) 6085.59 7.96 TOTAL R.G. 1235.26 SQ.MT. BASEMENT-1 --- --- Part of 30% of RG area as per AR policy 8.11 BASEMENT-2 --- --- 11256.19 i.e.605.35 sq.mt.Benefit of 70% RG is taken on Total Deduction P17 LOWER STILT/GROUND 104.45 --- part B1 of 30% RG. Hence, cannot be consumed on this part C.T.S NO.764C 1ST PODIUM --- --- AS PER LAST APPROVED 26 .17 2ND PODIUM --- --- 3 Balance Area Of Plot ( 1 - 2) 91853.91 ON 09-10-2014 P18 STAIRCASE AREA SUMMARY FREE OF FSI 3RD PODIUM --- --- 0 7.7 4TH PODIUM 869.92 --- R-ZONE INDUSTRIAL ZONE TOTAL WING - A 310.38 X 57 FLOORS = 17691.66 SQ.MT 5TH PODIUM 869.92 --- LOTAN Digitally signed by LOTAN SUKADEO AHIRE 309.62 X 6 FLOORS = 1857.72 SQ.MT 869.92 DN: c=IN, o=Personal, 6TH PODIUM --- postalCode=400604, 4 AREA OF PLOT / ZONE 78973.44 12880.47 91853.91 308.61 X 1 FLOORS = 308.61 SQ.MT 7TH PODIUM(Refuge) 712.91 282.50 SUKADEO st=MAHARASHTRA, serialNumber=525cba9cc11c3f7d2a b3c4f496f9777e7fe63a762c98b1d5f3 ZO AHIRE b286ca4557e018, cn=LOTAN NA STILT 1ST LVL. 869.92 921.65 SUKADEO AHIRE Amenity to be Provided as per 14A of DCPR 2034 ( up to 10000.00 = 500 sq.mt.) LL TOTAL = 19857.99 SQ.MT Date: 2019.10.18 12:46:19 +05'30' 5 1949.29 IN 1949.29 E STILT 2ND LVL. 869.92 579.24 Balance ( 78973.44 - 10000 = 68973.87 x 10% = 6897.39+500 = 7397.39 C.T.S NO.764B STILT 3RD LVL. 959.57 --- Amenity Adjusted Against RESERVATION 1ST FLOOR 1126.83 --- 2ND FLOOR 1126.83 --- a) P.G. 1 = 2357.50 --- CARPET AREA STATEMENT (WING A) 3RD FLOOR 1126.83 b) P.G. 2 = 1375.50 5448.10 sq.mt. FLOOR'S FLAT NO C. AREA NO. OF FLATS 4TH FLOOR(Refuge) 969.88 --- JAYESH Digitally signed by JAYESH CHHAGAN 15.37 PAVED R.G. AREA CALCULATION (R.G. 3 ) c) MAP = 1715.10 5TH FLOOR 1126.83 --- 01 90.68 03 DUSANE DN: c=IN, o=MCGM, postalCode=400001, st=Maharashtra, CHHAGAN Digitally signed by MANISHA P 4TH TO 6TH PODIUM MANISHA BURGHATE 2.5.4.20=3fcc22166be88b84f6a99c472de 12.01 P 1/2 X 6.49 X 0.93 X 1 NO = 3.02 SQ.MT. Amenity to be Provided in LAYOUT 6TH FLOOR 1126.83 --- 02 66.12 03 P DN: c=IN, o=Personal, postalCode=444603, st=MAHARASHTRA, 3fefd251d4f74a5f921c1b8c5482d0fbcbfa e, serialNumber=91531e8fd55e759dd921bc DUSANE serialNumber=0ad30b9474f6771 ec75df95fa4feb904b29f1f41834811c4976 03 66.12 03 bcbad2697e63f609d2decf8d6f69 P1 1/2 X 7.11 X 0.36 X 1 NO = 1.28 SQ.MT. ( 7397.39 - 5448.10 = 1949.29 ) 7TH FLOOR 1126.83 --- 04 84.00 03 BURGHATE 6cb12cfba3a5fc9ef92a5, cn=MANISHA P BURGHATE Date: 2019.10.16 21:26:24 +05'30' 59fa29, cn=JAYESH CHHAGAN DUSANE Date: 2019.10.17 18:42:22 +05'30' P2 1/2 X 14.38 X 3.97 X 1 NO = 28.54 SQ.MT. 15.67 16.05 08 89.73 03 P3 1/2 X 44.09 X 6.52 X 1 NO = 143.73 SQ.MT. 6 Amenity Reqd. as per DCPR 2034,Reg.14B ( 12880.47 X 10%=1288.05) PROPOSED PARKING STATEMENT (COMMERCIAL ) 8TH FLOOR 1126.83 --- 09 54.47 03 P4 1/2 X 59.07 X 9.00 X 1 NO = 265.82 SQ.MT. 5% Amenity Provided 750 .00 SQ.MT. as per change of user 538.05 538.05 9TH FLOOR 1126.83 --- 01 90.68 01 7TH PODIUM 02 REFUGE STILT+15FL P5 1/2 X 10.59 X 17.60 X 1 NO = 93.19 SQ.MT. Add. Amenity to be Provided as per DCPR 2034 ( 1288.05-750.00=538.05) EAST BIG PARKING SMALL PARKING BIG STACK SMALL STACK TOTAL CARS 10TH FLOOR 1126.83 --- 03 REFUGE P6 1/2 X 101.18 X 8.40 X 1 NO = 424.96 SQ.MT. 11TH FLOOR(Refuge) 969.88 --- 04 84.00 01 7 TOTAL Amenity to be Provided ( 1949.29 + 538.05) 1949.29 538.05 2487.34 BASEMENT 1 257 96 110 32 495 PROP.BLDG.NO.2 P7 1/2 X 85.11 X 8.15 X 1 NO = 346.82 SQ.MT. 9.0 M. WIDE INT.ROAD 08 89.73 01 12TH FLOOR 1131.96 --- 09 01 TOTAL ADDITION = 1307.36 SQ.MT. X LOWER GROUND FLOOR 31 24 142 26 223 13TH FLOOR 1131.96 --- 54.47 02 01 90.68 9.12.97) DEDUCTIONS UPPER GROUND FLOOR 52 33 104 04 193 14TH FLOOR 1131.96 --- 02 66.12 02 (CE/4236/BPES/AT/dt.2 C.T.S. NO. 706B/B 1st & 2nd STILT FLOOR 03 66.12 02 a 2/3 X 10.59 X 2.19 X 1 NO = 15.46 SQ.MT. 1ST FLOOR PLAN 26 ---- ---- ---- 26 15TH FLOOR 1131.96 --- 04 84.00 02 TOTAL DEDUCTION = 15.46 SQ.MT. Y1 TOTAL 366 153 356 62 937 16TH FLOOR 1131.96 --- 08 89.73 02 09 54.47 02 TOTAL BUILT UP AREA [X - Y1] = 1291.90 SQ.MT. X1 14 17TH FLOOR 1131.96 --- .94 01 90.68 01 02 66.12 01 18TH FLOOR(Refuge) 969.88 --- 03 66.12 01 STILT 3RD LVL. 22.89 19TH FLOOR 1126.83 --- 04 84.00 01 R.G. AREA CALCULATION ( R.G. 3 ) 05 74.30 01 20TH FLOOR 1126.83 --- R 1/2 X 31.96 X 2.91 X 1 NO = 46.50 SQ.MT. 16.62 08 89.73 01 21ST FLOOR 1126.83 --- R1 1/2 X 34.71 X 13.88 X 1 NO = 240.89 SQ.MT. 09 54.47 01 22ND FLOOR 1126.83 --- FLOOR'S FLAT NO C. AREA NO. OF FLATS R2 1/2 X 34.71 X 12.07 X 1 NO = 209.47 SQ.MT. 1ST TO 3RD,5TH TO 10TH, 01 94.03 31 16.52 R3 1/2 X 31.07 X 9.27 X 1 NO = 144.01 SQ.MT. 23RD FLOOR 1126.83 --- 19TH TO 24TH , 33RD TO 38TH, 16.61 02 66.12 31 R4 2/3 X 10.59 X 2.19 X 1 NO = 15.46 SQ.MT. 25% PHYSICAL R.G-4 24TH FLOOR 1126.83 --- 47TH TO 52ND, 54TH TO 57TH FLOOR 03 66.12 31 STAMP OF DATE OF RECEIPT OF PLANS AREA = 1332.07 SQ.MT 04 87.35 31 R5 1/2 X 29.57 X 7.47 X 1 NO = 110.44 SQ.MT. 25TH FLOOR(Refuge) 969.88 --- 05 77.66 31 R6 1/2 X 44.15 X 10.16 X 1 NO = 224.28 SQ.MT. 26TH FLOOR 1131.96 --- 06 53.57 31 R7 1/2 X 18.91 X 4.29 X 1 NO = 40.56 SQ.MT. 27TH FLOOR 07 53.57 31 1131.96 --- R8 1/2 X 19.27 X 0.60 X 1 NO = 5.78 SQ.MT. 08 112.16 31 C.T.S NO. 710 A 28TH FLOOR 1131.96 --- 09 54.47 31 R9 1/2 X 7.40 X 0.69 X 1 NO = 2.55 SQ.MT. ZONAL LINE C.T.S NO.763A 01 94.03 18 O 11.0 M R10 1/2 X 7.40 X 1.60 X 1 NO = 5.92 SQ.MT. 29TH FLOOR 1131.96 --- C.T.S N 11.25 12TH TO 17TH, 26TH TO 31ST, 02 68.16 18 40TH TO 45TH FLOOR R11 1/2 X 33.23 X 1.64 X 1 NO = 27.25 SQ.MT. 21.91 30TH FLOOR 1131.96 --- 03 68.16 18 R12 1/2 X 33.27 X 7.29 X 1 NO = 121.27 SQ.MT. C.T.S NO.712 A BASEMENT LINE C.T.S NO. 706 B/D 31ST FLOOR 1131.96 --- 04 87.35 18 . WIDE 05 77.66 18 R13 1/2 X 31.21 X 8.35 X 1 NO = 130.30 SQ.MT. 4.00 OT D OLISHE 32ND FLOOR(Refuge) 969.88 --- 06 .762A 53.57 18 OING PL TOTAL ADDITION = 1324.68 SQ.MT. X 07 53.57 18 TO ADJ -V 33RD FLOOR 1126.83 --- BE DEM D TOTAL R.G.REQUIRED ( 1 TO 7 ) = 13725.30 08 112.16 18 OR ROA INT.RO 34TH FLOOR T O.1 3) 1126.83 --- LL TO 09 18 SE C E .N 54.47 WID 56483.12X25% F WAY MP. WA DG BL T/dt.4.2.0 94.03 07 PROP. 4TH, 11TH, 18TH, 25TH, 32ND, 01 35TH FLOOR 1126.83 --- M. 24.30 24.40 IST. CO 25% PHYSICAL R.G-5 39TH & 46TH 02 REFUGE /A 30 26.50 BPES REFUGE FLOOR RIGHT O . AD 4235/ AREA = 670.89 SQ.MT 36TH FLOOR 1126.83 --- 16.80 8 21.70 03 REFUGE 1 TE 9.00 4.60 (CE/ S ED GA 13.00 EX 37TH FLOOR 1126.83 --- 04 87.35 07 15.00 25% R.G.STATEMENT PROPOSED PO 15.00 .14 3.00 05 77.66 07 REV DESCRIPTION DATE SIGNATURE PRO 9.30 -0.50 M.LEVEL -0.50 M.LEVEL 15 12.0 MT W . RIGHT O F WAY 38TH FLOOR 1126.83 --- 06 53.57 07 .763(PT) 39TH FLOOR(Refuge) 969.88 --- 07 53.57 07 R.G.1 = 7615.83 podium line 31.75 C.T.S NO. 706 B/D THROUGH C.T.S. NO 08 112.16 07 podium line 40TH FLOOR 821.58 --- R.G.2 = 1119.03 15.00 C.T.S. NO. 706B/B 09 54.47 07 7.00 41ST FLOOR 821.58 --- 01 94.03 01 R.G.3 = 2616.58 PROPOSED 18.30 M. 53RD REFUGE FLOOR WIDE D.P ROAD WING - A WING - B WING - C 38.10 T .R O AD 42ND FLOOR 821.58 --- 02 REFUGE R.G.4 = 1332.07 E IN 03 REFUGE 9.00 D R.G.5 = 670.89 46.32 11.0 M. WI 43RD FLOOR 821.58 --- 04 87.35 01 13.00 44TH FLOOR 821.58 --- 05 77.66 01 29.22 06 53.57 01 R.G.6 = 1235.26 7.60 2BASEMENT+GROUND+7PODIUM + 22.00 22.00 45TH FLOOR 821.58 --- 3 STILT LVL. + 1ST TO 57 FLOOR FLOOR+ 2BASEMENT+GROUND+7PODIUM FLOOR .10 14. 07 53.57 01 2BASEMENT+GROUND+7PODIUM FLOOR 6 17.50 = 14589.66 1 21 08 112.16 01 15 21 TOTAL R.G.PROVIDED 46TH FLOOR(Refuge) 969.88 --- 9.00 13.3 0 09 54.47 01 .13 .3 ION AT 47TH FLOOR 1126.83 --- 6.00 BST 5.45 SU (EAM) 0 16.46 TOTAL 538 -0.50 M.LEVEL R TOTAL R.G.REQUIRED = 13900.53 A.O.S -0.50 M.LEVEL 48TH FLOOR 1126.83 --- 9.00 55602.12 X 25% Area=750 sq.mt 22.47 3.60 77 49TH FLOOR 1126.83 --- EXISTING C.T.S NO. 706 B/F(pt) 3.60 36. 50TH FLOOR 1126.83 --- DESCRIPTION OF PROPOSAL & PROPERTY STRUCTURE WING - D WING - E 14.70 BASEMENT LINE TO BE DEMOLISH 51ST FLOOR 1126.83 --- WING - A1 52ND FLOOR 1126.83 --- AMENDED PLANS 6.00 45.20 C.T.S NO. 706 B/F 1ST STILT+ 11.40 53RD FLOOR(Refuge) 969.88 --- 40.35 4.50 PROPOSED RESIDENTIAL CUM COMMERCIAL 16.30 54TH FLOOR 1126.83 --- ENT LI EXISTING 2ND STILT 2BASEMENT+GROUND+7PODIUM FLOOR 16.41 13.44 BLDG. NO.3 (WING A,B,C,D , E & H) 73.29 STRUCTURE 6.0 55TH FLOOR 1126.83 --- 0 BASEM TO BE DEMOLISH 12.222.80 R1 56TH FLOOR 1126.83 --- ON PLOT BEARING C.T.S. NO. 710A,712A, 763A,762A 1 PROPOSED 706-B/A,706-B/B,706-B/C,706-B/D,706-B/E,706-B/F,706-B/G, 22.42 57TH FLOOR 1126.83 --- P.G.II 13.85 EXISTING NE 10.80 STRUCTURE TOTAL 69192.58 1783.39 706-B/H & 706-B/J) OF VILLAGE NAHUR AT L.B.S. MARG BUILDING 9.00 Area=1375.50 sq.mt TO BE DEMOLISH PODIUM 12.22 MULUND (W) MUMBAI 400 080 LINE C.T.S NO. 706 B/G podium line podium line NET FSI AREA ( 69192.58+1783.39) = 70975.97 4.50 9.00 43.5 6.00 9 COMMERCIAL (STAIRCASE LIFT LOBBY AREA ) 12.00 15.85 17 COUNTED IN FSI. .63 33.60 FLOORS STAIRCASE LIFT LOBBY NAME OF OWNER R2 COMMERCIAL AREA SUMMARY 14.00 L.GR.FL. 826.73 SQ.MT. 3.00 FLOORS GROSS B.U. AREA Digitally signed by Dharmesh Dharmesh 652.23 SQ.MT. PROPOSED 18.30 M. WIDE D.P ROAD 2 U.GR.FL. WING H 19.17 11.7 1ST FL. 791.34 Sardarmal Jain SOUTH BASEMENT FLOOR 186.76 SQ.MT. " P.G-I M.A.P SUBSTATION DN: c=IN, o=Personal, C.T.S NO. 706 B/J C.T.S NO. 706 B/H BASEMENT + LOWER GROUND + UPPER GROUND + 25% R.G. 2 AREA DIAGRAM (SECTOR - I) LOWER GROUND FLOOR 11542.33 SQ.MT. 2ND PART FL. 292.94 " postalCode=400080, TOTAL 2563.24 SQ.MT. Sardarmal 1ST & 2ND PART FLOOR SCALE 1:100 st=MAHARASHTRA, UPPER GROUND FLOOR 11576.76 SQ.MT. 25% R.G. AREA CALCULATION ( R.G. 2 ) serialNumber=7c695adedc5058 73.26 1ST FLOOR 14806.19 SQ.MT. 72527cd01c692d249dbfe686c1 ADDITIONS Jain NORTH R 1/2 X 14.21 X 36.77 X 1 NO = 261.25 SQ.MT. 2ND PART FLOOR 2563.26 SQ.MT. PARKING STATEMENT 33d448679e6bfee3e15162da, R1 1/2 X 16.41 X 73.29 X 1 NO = 601.34 cn=Dharmesh Sardarmal Jain (L.GR.TO 1ST & 2ND PART FLOOR) 107.50 R2 1/2 X 11.72 X 43.59 X 1 NO = 255.44 99.45 40675.30 SQ.MT. TOTAL Date: 2019.10.15 18:34:39 PARKING SPACE REQUIRED BY RULE 38.60M.LEVEL TOTAL R.G. 1119.03 SQ.MT. ONE PARKING SPACE FOR EVERY:- +05'30' 40 SQ.MT.UPTO 800 SQ.MT.OF FL.AREA AND ABOVE 800 SQ.MT.OF FL.AREA ONE PARKING SPACE 12.50 PROPOSED PARKING STATEMENT (A,B,C,D,E) FOR 80 SQ.MT. SHRI. DHARMESH JAIN DIRECTOR OF VISITOR'S PRKING 10% 33.00 BIG PARKING SMALL PARKING BIG STACK SMALL STACK TOTAL CARS M/S. NIRMAL LIFESTYLE DEVELOPERS PVT.LTD. OWNER 3.00 BASEMENT 1 107 38 ---- ---- 145 800.00 / 40 = 20.00 NOS. ---(I) 74.20 BASEMENT 2 105 45 ---- ---- 150 40675.30 - 800.00 = 39875.30 SQ.MT. 12.65 9.00 M. ACCESS ROAD 9.00 M. ACCESS ROAD 42.51 M.LEVEL STILT/GROUND 60 39 40 08 147 39875.30 / 80 = 498.44 NOS. BASEMENT LINE 1ST PODIUM 59 31 ---- ---- 90 SAY - 499.00 NOS. ---(I) Encroachment 2ND PODIUM 59 31 ---- ---- 90 SIGN.NAME & ADDRESS OF ARCHITECT C.T.S. NO. 706B/B TOTAL (I) = 519.00 NOS. ---(A) 3RD PODIUM 59 31 ---- ---- 90 25% RG-4 AREA LINE DIAGRAM(SECTOR - I) C.T.S NO. 723 BASEMENT LINE 18.00 59 31 ---- ---- 90 To be demolished 4TH PODIUM 19.50 Digitally signed by Manoj TOTAL CAR PARK REQUIRED (A+B) = Valjibhai Daisaria Manoj Encroachment 5TH PODIUM 59 31 ---- ---- 90 DN: c=IN, o=Personal, postalCode=400077, 6.00 st=Maharashtra, 519.0 (10% VISITOR'S) = 51.90 25% RG-4 AREA CALCULATION b a 9.00 6TH PODIUM 59 47 31 26 ---- 14 ---- 02 90 89 ( 519.0 + 51.90 ) = 570.90 Valjibh 2.5.4.20=3f254ff88b2709b 84d8b35d92583c5b97f421 fd4920a6e51c97d2d15e6d A S S O C I A T E S ENCROACHMENT 7TH PODIUM ai 6a962, GATE serialNumber=69ee299d1 To be demolished ADDITIONS c 41.70 M . LVL. TOTAL 673 334 54 10 1071 SAY = 571.00 NOS. afcad80ad503736061a9c8 e316aa80737ea0db6acf2a ARCHITECTURE I URBAN DESIGN I PROJECT MANAGEMENT I INTERIORS 1 2 1/2 1/2 X X 26.94 26.94 X X 8.43 7.75 X 1 NO X 1 NO = = 113.55 104.39 SQ.MT. SQ.MT. Daisaria 70187b9c607, cn=Manoj Valjibhai Daisaria Date: 2019.10.15 12:44:08 Web :- www.daisaria.com E-mail :- admin@daisaria.com 3 1/2 X 32.49 X 3.48 X 1 NO = 56.53 SQ.MT. 42.20 M.LEVEL SET BACK AREA ON L.B.S ROAD +05'30' 801, SKYLINE EPITOME, KIROL ROAD, 4 1/2 X 33.26 X 15.31 X 1 NO = 254.61 SQ.MT. CAR PARKING STATEMENT FOR WING - 'A' NEAR JOLLY GYMKHANA, VIDYAVIHAR 5 7 1/2 1/2 X X 33.26 26.69 X X 6.61 7.42 X 1 NO X 1 NO = = 109.92 99.02 SQ.MT. SQ.MT. C.T.S. NO. 706B/A 25% RG-5 AREA CALCULATION CARPET AREA 35 sqmtrs TO 45 sqmtrs NOS. OF FLAT NIL PARKING REQUIRED NIL (WEST), 1 PARK FOR 2 FLATS SUMMARY OF OTHER APPROVED BUILDING M.V. DAISARIA MUMBAI - 400086 TEL :- 022 - 61110504 8 1/2 X 18.41 X 8.33 X 1 NO = 76.68 SQ.MT. ZONAL LINE 45 sqmtrs TO 70 sqmtrs 9 1/2 X 24.41 X 12.09 X 1 NO = 147.56 SQ.MT. WEST ADDITIONS 1 PARK FOR 1 FLATS 287 287 FILE NO BUILDING NO BUILT UP AREA EXCESS TOTAL TENEMENTS PARKING REQ. PARKING STAIRCASE REMARKS 10 1/2 X 33.06 X 15.07 X 1 NO = 249.11 SQ.MT. BALCONY BUILT UP AREA PROPOSED BY RULE PROVIDED STATEMENT 11 1/2 X 20.46 X 3.69 X 1 NO = 37.75 SQ.MT. 1 1/2 X 40.97 X 9.40 X 1 NO = 192.56 SQ.MT. ABOVE 70 sqmtrs 251 502 NORTH REMARKS JOB NO: 711 SCALE: AS SHOWN CE/4235/BPES/AT 1 8060.04 160.92 8220.96 97 82 84 1328.25 RESIDENTIAL BUILDING BLOCK PLAN 30.50 M.(100'-0") WIDE LALBAHADUR SHASTRI MARG 1 PARK FOR 0.50 FLATS 12 1/2 X 18.71 X 8.87 X 1 NO = 82.95 SQ.MT. 2 1/2 X 38.59 X 14.85 X 1 NO = 286.53 TOTAL 538 789 Manoj Digitally signed by Manoj Valjibhai Daisaria " CE/4236/BPES/AT 2 6592.23 56.46 6648.69 90 63 67 1267.50 RESIDENTIAL BUILDING DN: c=IN, o=Personal, postalCode=400077, TOTAL = 1332.07 SQ.MT. 3 1/2 X 35.75 X 10.73 X 1 NO = 191.80 " 25% VISITORS PARKING ( OF 789) TOTAL PARKING REQUIRED 197.25 TOTAL 14652.27 217.38 14869.65 187 145 151 2595.75 Valjibhai st=Maharashtra, 2.5.4.20=3f254ff88b2709b84d8b 35d92583c5b97f421fd4920a6e51 c97d2d15e6d6a962, DRG. NO: 01 DRN. BY. SHEKHAR 986.25 AMENDED serialNumber=69ee299d1afcad8 TOTAL = 670.89 SQ.MT. SAY 986 nos Daisaria 0ad503736061a9c8e316aa80737 ea0db6acf2a70187b9c607, SCALE = 1:500 cn=Manoj Valjibhai Daisaria Date: 2019.10.15 12:45:32 +05'30' DATE: 16-09-19 CHK. BY: MVD PROJECT E DAISARIA / 20 BAFNA / BMC / AMENDED