STAMP OF APPROVAL no.D-28803 dtd 05.8.2021 2.50 CP 2.50 CP 2.50 CP 2.50 CP 2.50 CP 2.50 CP 2.50 CP 2.50 CP 2.50 CP 2.50 CP BHUSHAN Digitally signed by BHUSHAN BHASKARRAO 9.00 Rear Margin PLOT HARSHE 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 DN: c=IN, o=MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION, ou=ENGINEERING, 9.43 PCC P.NO. 36/5 BHASKARRA 2.5.4.20=0997f1cd3ce3365ac7b9e60b6422f6375e1 5d21de5baa254fe5051ee547ea7c9, postalCode=431001, st=MAHARASHTRA, COPING serialNumber=ba552fffc07b5e399e0ead37ffbe827 CP O HARSHE 67ad8758136433a854dee8b00a6fb341a, cn=BHUSHAN BHASKARRAO HARSHE Date: 2021.08.05 05:10:51 -07'00' (U/G)TANK(B) 5.00 BK WALL 1.50M 7.19 9.94 A) AREA STATEMENT SQ.M. 0.15 m TH 1. AREA OF PLOT 6030.00 2.50 2. DEDUCTIONS (FROM GROSS PLOT AREA) P.NO. 36/1 (a) ROAD SET-BACK ( R/W) 0.00 5.00 CP 5.35 5.00 G.L. (b) PROPOSED ROAD (DP) 0.00 9.26 CP P.NO. 36/4 (c) ANY RESERVATION 0.00 UCR WALL 15.00 M WIDE ROAD A-01 2.50 2.50 (d) CHEMICAL STORAGE AREA 0.00 (e) OTHERS 000.00 9.00 Side1 Margin Margin PLOT 9.00 Side2 Margin Margin PLOT 5.00 CP 5.00 CP SECTION THROUGH TOTAL (a+b+c+d+e) 3. BALANCE AREA OF PLOT (1-2) : 6030.00 0.00 20.55 (A) A-1 (RESIDENTIAL BUILDING) Building Height : 24.66 Mtrs COMPOUND WALL 4. DEDUCTIONS (FROM BALANCE PLOT AREA) 2.50 No of Floors : 8 2.50 (a) RECREATIONAL GROUND AREA 0.00 (b) AMENITY AREA 0.00 5.00 CP 5.00 CP P.NO. 86 5. NET BALANCE PLOT AREA OF PLOT : (B) 6030.00 6. ADDITION FOR F.S.I. P.NO. P.NO. 36/2 36/3 (a) ROAD-1 SET-BACK 000.00 000.00 2.50 2.50 (b) ROAD-2 SET-BACK 000.00 000.00 5.00 CP c) ROAD-3 SET-BACK 000.00 000.00 A-02 150 dia (d) ROAD-4 SET-BACK 000.00 000.00 downtake from 30.00 M WIDE MIDC ROAD terrace 150 dia (e) PROPOSED ROAD (DP) 0.00 2.50 40.79 Borewell (f) AMENITY SPACE 0.00 filteration tank TOTAL (a+b+c+d+e+f ) 0.00 1.2x1.2x1.80 0.15 5.00 CP 7. NET PLOT AREA (4+5) : (C) 6030.00 deep Overflow LOCATION PLAN 9.83 8. FLOOR SPACE INDEX PERMISSIBLE 1.5000 PERMISSIBLE FLOOR AREA (6 X 7) 9045.00 2.50 Brick bats connected to G.L. 9. SPECIAL CASES FSI 0.00 36.00 M. LONG AND 3.00 M. HIGH RAMP 3.50x36.00 Coal & shingle drainage 10. TOTAL PERM. BUILT UP AREA (7+8) 9045.00 6.48 pabels 11. PROPOSED AREAS 9.75 filtered water (a) PROPOSED RESIDENTIAL AREA 3603.34 connected to (b) PROPOSED COMMERCIAL AREA 5375.93 boerwell (c) PROPOSED INDUSTRIAL AREA 0.00 Triangulation (Scale - 1:500) RAIN WATER HARVENSTING DETAIL (d) PROPOSED SPECIAL USE AREA (e) PROPOSED DOUBLE HEIGHT AREA 0.00 0.00 SEPTIC TANK TOTAL PROPOSED AREA (a+b+c+d+e) 8979.28 Triangle Area A-01 3015.00 60.00 12. SUB STRUCTURE AREA ADDITION (FOR FSI) 0.00 A-02 3015.00 9.86 40.20 9.94 13. SUB STRUCTURE AREA DEDUCTION (FOR FSI) 0.00 14. EXCESS BALCONY AREA TAKEN IN F.S.I. 31.59 (U/G)TANK(A) Total (PLOT) 6030.00 60.00 100.50(P) 21.92 21.92 15. STORAGE AREA 0.00 16. EXISTING BUILT UP AREA (Approved/Not Approved) 0.00 6.00 17. DEMOLISHED AREA 0.00 18. TOTAL B/UP AREA (11+12+13+14+15) 9010.87 10.03 6.02 4.88 19. CONSUMED FSI (Factor) 1.494 DOMESTIC WATER TANK 4.88 x 4.00 x 3.10 A 9.13 20. CONSUMED FSI (Factor) As Per Permissible FSI 000.00 60.51 cu.m 2.50 2.50 CP-1,2(Puzz.) 71 2.50 2.50 72 CP-1,2(Puzz.) 2.50 2.50 91 CP 4.00 CP-1,2(Puzz.) 90 B) BALCONY STATEMENT 2.50 2.50 (CAP. = 60,510 Ltrs) MEN HOLE PUMP ROOM ( AT BASEMENT 5.00 5.00 5.00 5.00 5.00 5.00 (i) PERMISSIBLE BALCONY AREA 729.71 FLOOR LEVEL ) 0.90 0.90 5.00 RCC RAFT RCC RAFT RCC RAFT 5.00 2.50 2.50 CP-1,2(Puzz.) 2.50 2.50 CP-1,2(Puzz.) 2.50 2.50 726.32 CP FIRE WATER TANK 1.50 1.50 2.50 2.50 CP-1,2(Puzz.) (ii) PROPOSED BALCONY AREA 4.88 x 2.50 x 3.10 1.50 FIRE TOWER 37.82 cu.m 2.50 5.00 5.00 5.00 5.00 2.88 LIFT 1.80x2.64 2.88 5.00 5.00 (iii) EXCESS BALCONY AREA (TOTAL) 31.59 (CAP. = 37,800 Ltrs) DOMESTIC FIRE 5.00 C) PARKING STATEMENT 5.00 2.50 2.50 2.50 2.50 2.50 2.50 6.47 ( AT BASEMENT CP-1,2(Puzz.) CP-1,2(Puzz.) 1.75 2.50 CP RCC WALL FLOOR LEVEL ) 5.77 2.50 2.50 CP-1,2(Puzz.) WATER TANK 2.50 2.65 6.00 WATER TANK 5.00 5.00 5.00 5.00 LIFT LOBBY 5.00 5.00 CAR-A CAR-B VISITORS 6.00 2.88 14.23 x 6.00 x 2.50 2.88 6.00 x 7.00 x 2.50 0.50 (i) PARKING REQUIRED BY RULE -NA- -NA- -NA- 1.80 X 3.13 4.00 PUMP ROOM 2.50 2.50 CP-1,2(Puzz.) 2.50 2.50 CP-1,2(Puzz.) 5.00 5.00 2.50 2.50 CP 4.88 x 4.00 1.50 2.50 2.50 CP-1,2(Puzz.) (ii) PARKING PROVIDED -NA- -NA- -NA- P.C.C. BED D5DOOR FIRE 51.57 A-1 (COMMERCIAL BUILDING) 4.88 5.00 5.00 5.00 5.00 UP 0.90 0.90 5.00 5.00 CONC(1:4:8). 0.15 (v) TOTAL PARKING PROPOSED -NA- -NA- 00 D5FIRE DOOR Building Height : 21.90 Mtrs 5.00 5.00 SECTION F-F 2.50 2.50 CP-1,2(Puzz.) 2.50 2.50 CP-1,2(Puzz.) 1.80 2.50 2.50 CP 36.28 D) TRANSPORT VEHICLES PARKING 2.50 No of Floors : 5 2.50 6.00 M WIDE DRIVEWAY 6.00 M WIDE DRIVEWAY CP-1,2(Puzz.) SCALE1:100 5.00 5.00 5.00 5.00 5.00 5.00 (a) TOTAL NO. OF TRANSPORT VEHICLES PARKING PROVIDED -NA- 20.10 5.00 5.00 2.50 2.50 CP-1,2(Puzz.) 2.50 2.50 CP-1,2(Puzz.) 2.50 2.50 CP 2.50 2.50 CP-1,2(Puzz.) (b) TOTAL NO. OF LOADING / UNLOADING PARKING PROVIDED -NA- 5.00 5.00 5.00 5.00 0.98 0.98 5.00 5.00 SPECIFICATIONS 21.92 2.50 2.50 CP-1,2(Puzz.) 2.50 2.50 78 CP-1,2(Puzz.) FIRE DOOR D5 5.00 5.00 2.50 2.50 CP CP-1,2(Puzz.) 84 0.92 0.92 2.50 2.50 LIFT LOBBY 14.23 7.00 0.92 1.97 X 1.84 0.92 36.00 M. LONG AND 3.00 M. HIGH RAMP 5.00 5.00 5.00 5.00 5.00 5.00 3.80 COMMFSI-1852 0.98 0.98 5.00 5.00 2.50 2.50 CP-1,2(Puzz.) LIFT 2.50 2.50 CP 1.80x1.95 0.98 0.98 C C CERTIFICATE OF AREA CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) 5.00 5.00 0.90 0.90 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 DOMESTIC FIRE 2.50 2.50 CP-1,2(Puzz.) 63 1.96 2.50 2.50 CP CERTIFIED THAT I HAVE SURVEYED THE PLOT UNDER REFERENCE ON _ _ _ _ _ _ _ _ _ _ AND THAT THE DIMENTIONS OF THE SIDES, ETC. OF THE PLOT STATED ON THE PLAN ARE AS MEASURED ON THE SITE AND 3.50x36.00 WATER TANK WATER TANK 79 81 82 83 THE AREA SO WORKED OUT IS _ _ _ _ _ _ _ _ _ _ SQUARE METRES AND TALLIES WITH THE AREA STATED IN 5.00 5.00 5.00 5.00 THE DOCUMENT OF OWNERSHIP / TOWN PLANNING SCHEME RECORDS. 14.23 x 6.00 x 2.50 6.00 x 7.00 x 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 CP 6.00 6.46 CP-1,2(Puzz.) SIGN OF ARCHITECT 213.45 cu.m 105.00 cu.m 5.00 5.00 5.00 5.00 LEGEND PLOT BOUNDARY SHOWN THICK BLACK (CAP. = 2,13,450 Ltrs) (CAP. = 1,05,000 Ltrs) F A6.60 M WIDE DRIVEWAY 101 F 6.60 2.50 2.50 CP PROPOSED WORK SHOWN RED 6.15 ( BELOW BASEMENT ( BELOW BASEMENT DRAINAGE & SEWAGE WORK SHOWN RED DOTTED WATER SUPPLY WORK SHOWN BLACK DOTTED FLOOR LEVEL ) 2.50 5.00 FLOOR LEVEL ) 2.50 5.00 EXISTING WORK SHOWN BLUE 36.00 DEMOLISHION SHOWN HATCHED YELLOW CP-1,2(Puzz.) 5.00 5.00 EXISTING STREET SHOWN GREEN FUTURE STREET SHOWN GREEN DOTTED 3.50 M. WIDE RAMP UP TO GROUND LEVEL ( SLOPE = 1:12 ) PERMISSIBLE BUILDING LINE THICK DOTTED 3.65 36.00 M. LONG AND 3.00 M. HIGH RAMP 3.50x36.00 OPEN SPACE NO COLOUR RECREATION GROUND SHOWN GREEN WASH TOTAL CAPACITY OF UNDERGROUND WATER TANK IS 3,15,000 LTRS 2.50 2.50 1.74 1.74 0.97 0.98 GAS SUPPLY LINE SHOWN VIOLET DOTTED 1.59 1.59 PLUMBING WATER BASED FIRE PROTECTION SYSTEMS BLUE DOTTED CP-1,2(Puzz.) DUCT A 1.55 FIRE TOWER0.30 FIRE TOWER ( above ) 2.22 5.00 5.00 3.17 0.90 0.90 2.50 2.50 34CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) 9.13 CP-1,2(Puzz.) 1.20 3.00 1.20 1.202.22 1.20 5.00 5.00 5.00 60 5.00 5.00 5.00 LIFT SEPTIC 6.35 6.35 2.40 5.00 5.00 5.00 FIRE STAIR 1.80x2.40 4.20 TANK 41.12 59 57 A (COMMERCIAL BUILDING) 2.50 2.50 2.50 2.50 35 CP-1,2(Puzz.) 2.67x11.53 9.00 Front Margin PLOT 3.17 0.90 0.90 LIFT LOBBY 0.95 x1.80 2.50 2.50 2.50 2.50 2.50 2.50 D5 1.80 X 1.90 1.80 5.00 5.00 ( BELOW 0.95 DOMESTIC UP 3.48 FIRE DOOR 2.50 2.50 G.L. ) FIRE DOOR 2.50 2.50 CP-1,2(Puzz.) 10. WATER TANK 9.13 D5 2.71 2.71 40 6.00 x 14.23 x 2.50 PLOT 213.45 cu.m 5.43 5.00 5.00 (CAP. = 2,13,450 Ltrs) ( BELOW BASEMENT 2.50 2.50 CP-1,2(Puzz.) 6.93 M WIDE DRIVEWAY FLOOR LEVEL ) 6.19 100.50 5.00 5.00 ENT.GATE 2.50 2.50 CP-1,2(Puzz.) 4.51 60.00(P) 5.00 5.00 B 2.50 2.50 54 CP-1,2(Puzz.) 55 56 2.50 2.50 36 CP-1,2(Puzz.) 2.50 2.50 CP-1,2(Puzz.) B CP-1,2(Puzz.) CP-1,2(Puzz.) 5.00 5.00 5.00 5.00 6.00 M WIDE DRIVEWAY FIRE 5.00 5.00 5.00 5.00 30.00 M WIDE MIDC ROAD 5.00 5.00 STACK PARKING WATER TANK 2.50 2.50 2.50 2.50 2.50 2.50 CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) 6.00 x 7.00 x 2.50 105.00 cu.m (CAP. = 1,05,000 Ltrs) 5.00 5.00 2.50 2.50 2.50 2.50 5.00 5.00 5.00 5.00 LAYOUT PLAN (Scale - 1:200) ( BELOW BASEMENT 2.50 2.50 2.50 2.50 CP-1,2(Puzz.) 2.50 2.50 CP-1,2(Puzz.) CP-1,2(Puzz.) FLOOR LEVEL ) 5.00 5.00 6.02 5.00 5.00 5.00 5.00 2.50 2.50 2.50 2.50 CP-1,2(Puzz.) 2.50 2.50 39 CP-1,2(Puzz.) CP-1,2(Puzz.) 6.67 M WIDE DRIVEWAY PUMP ROOM 5.00 5.00 1.91 5.00 5.00 1.91 5.00 5.00 0.90PROOF FIRE 0.90DOOR 6.02 x 4.00 2.50 2.50 2.50 2.50 CP-1,2(Puzz.) CP-1,2(Puzz.) ELE.DUCT 0.90 0.90 LIFT LIFT 1.80 1.93x1.80 COMMFSI-1841 1.90x1.80 MEN HOLE 2.44 2.44 51.57 3.01 3.01 5.00 5.00 VENT PIPE. 5.00 5.00 1.50 3.00 1.52 1.91 1.91 0.98 0.98 W4 1.55 1.55 2.50 2.50 D5 LIFT LOBBY D5 2.50 2.50 CP-1,2(Puzz.) CP-1,2(Puzz.) G.L. FIRE DOOR FIRE DOOR G.L. 4.50 3.83 X 1.81 G.L. 2.52 BRICK 0.98 0.98 64.22 3.64 FIRE STAIR 1.50 INLET BAT 5.05 FIRE TOWER 5.00 5.00 D5 FIRE DOOR STAIRCASE LOBBY 1.50 5.00 5.00 OUTLET FREE OF FSI UP 3.00 6.00 2.50 2.50 CP-1,2(Puzz.) 2.70 UP 4.50 X 1.50 2.70 2.50 2.50 CP-1,2(Puzz.) 7.28 COMMFSI-1833 7.36 2.52 6.67 FIRE PROOF DOOR P.C.C. FIRE PROOF DOOR 2.01 D5 1.20 1.20 6.02 UP 5.40 2.40 STAIR 2.40 BED 5.00 5.00 6.00 M WIDE DRIVEWAY 5.00 51.57 5.00 3.64 1.12 1.12 2.50 2.50 FIRE DUCT 1.00 2.50 2.50 CP-1,2(Puzz.) CP-1,2(Puzz.) CONC. 2.70 2.70 2.00 LIFT LIFT LOBBY 1.00 1.00 FIRE DOOR 1.50 1.50 2.40x2.00 2.19 X 2.00 D5 SECTION AT E-E 3.50 M. WIDE RAMP UP TO GROUND LEVEL ( SLOPE = 1:12 ) 1.00 1.50 4.50 1.50 W 1.50 5.00 5.00 5.00 5.00 1.91 1.20 1.91 1.20 1.10 1.10 2.25 2.25 2.50 2.50 2.50 2.50 CP-1,2(Puzz.) CP-1,2(Puzz.) 2.50 2.50 01 2.40 6.02 4.88 CP-1,2(Puzz.) 36.00 M. LONG AND 3.00 M. HIGH RAMP 5.00 5.00 5.00 5.00 UP 5.00 5.00 2.50 2.50 CP-1,2(Puzz.) 2.50 2.50 20CP-1,2(Puzz.) 36.00 2.50 2.50 CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) 3.50x36.00 11.83 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 11.53 5.00 5.00 2.50 44 CP-1,2(Puzz.) 2.50 43 40 0.15 2.50 2.50 CP-1,2(Puzz.) 03 E E 5.00 5.00 5.00 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.97 2.67 2.97 6.00 6.00 M WIDE DRIVEWAY 0.15 SOAK PIT 11.53 2.00 04 19 CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) CP-1,2(Puzz.) PLAN OF SEPTIC TANK 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 SCALE1:100 9.13 WATER REQUIREMENT 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 OCCUPANT LOAD (NOS.) CONSUMPTION REQUIRED PROPOSED OWNER'S NAME: OWNER'S SIGN: TANK TNMTS/AREA FACTOR PER DAY (LIT) CAPACITY (LIT) CAPACITY (LIT) Sunder Ajanta Hospitality 6.02 ,,, Shops -NA- 0.00 -NA- 0.00 -NA- ---- 00.00 00.00 00.00 00.00 00.00 9.13 A 9.13 OHWT PROJECT: FIRE REQUIREMENT 0.00 41.12 Plot No. : P-86 Survey No. : 2 TOTAL -NA- 137578.55 Ward : Aurangabad Village : - 1.5 -NA- Poly Area UGWT Coverage 1720.70 INDUSTRIAL AREA : Chikalthana FIRE REQUIREMENT 0.00 9.75 41.12 9.13 ARCHITECT: ARCHITECT'S SIGN: TOTAL -NA- 499364.62 MANISH VASANTRAO KALE BASEMENT FLOOR PLAN 103,FIRST FLOOR, ANAND BUDINESS CENTER, OPP. SANTEKNATH BUILDING WISE FSI STATEMENT RANG MANDIR, NEW USMANPURA AURANGABAD. PROPOSED FSI AREA EXISTING FSI AREA DOUBLE HT. BALCONY LIFT STAIR TOTAL BUILDING PASS. STAIR LIFT TERR. TNMTS. JOB NO. DRG.NO. SCALE DRAWN BY CHECKED BY COMM. RESI. IND. SPEC. COMM. RESI. IND. SPEC. FSI AREA PERM. PROP. EXCESS LOBBY LOBBY FSI AREA A-1 (COMMERCIAL BUILDING) 5375.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 369.37 399.94 30.57 0.00 194.38 83.18 483.23 115.54 000.00 5375.93 + 30.57 0 SCALE : 1:200 1:100 A-1 (RESIDENTIAL BUILDING) 0.00 3603.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 360.33 326.38 1.03 0.00 48.58 34.29 213.75 63.92 000.00 263603.34 + 1.03 SWC/108/521/20 INWARD NO. 210708/770917 DATE 01-08-2021 Total 5375.93 3603.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 729.71 726.32 31.59 0.00 242.96 117.46 696.98 179.46 000.00 26 8979.28 + 31.59 KEY NO. ·»§ SHEET NO. 1 / 11 This is a system generated drawing as per the soft copy submitted by the Architect/ License Engineer