30.000 Approved Vide Letter No.C-73960 Date.19.08.2019 7.300 17.000 5.900 3.65 14.85 3.42 THIRD FLOOR PLAN CP 5.20 PLOT 5.20 CP UNDER 11.75 5.00 1.50 (U/G)TANK(1) CAR - 10 GROUND 5.10 WATER TANK UP 1.500 UP UP UP UP UP A-Block 1.500 9.13 9.13 2.50 4.50 2.500 CAR - 11 TERRACE 4.50 STAIR 4.96 0.90 M WIDE PLATFORM 6.61 1620.00 CP CP DN 1.500 11.75 5.10 0.00 CAR - 9 CAR - 12 LIFT WELL 0.00 1.65 2.0 X 1.65 1.65 0.00 6'7" X 5'5" 5.10 0.00 000.00 0.00 5.02 (A) 1620.00 THIRD FLOOR PLAN THIRD FLOOR PLAN CP CP 0.00 5.10 5.02 0.00 A-Block CAR - 8 CAR - 13 1.65 L1 1.65 (B) 1620.00 A-Block 0.90 M WIDE PLATFORM 4.50 S1 4.50 5.02 000.00 000.00 SC SC SC SC SC SC SC SC SC 26.27 000.00 000.00 UP UP UP 5.10 000.00 000.00 000.00 000.00 0.00 CP CP 0.00 SC SC SC SC SC SC SC SC SC 0.00 CAR - 7 TWO WHEELER PARKING CAR - 14 (C) 1620.00 1.0000 5.60 1620.00 0.00 UP UP UP 1620.00 THIRD FLOOR PLAN THIRD FLOOR PLAN 3.29 1.53 0.00 CP CP 0.90 M WIDE PLATFORM A-Block CAR - 15 2.00 L1 2.00 1587.34 0.00 A-Block 1.53 CAR - 6 0.00 6.54 S1 6.54 3.20 TERRACE TERRACE 27.76 0.00 1587.34 46.60 0.00 3.00 3.29 0.00 2.97 SEPTIC TANK 43.60 A-1 (BUILDING) SEPTIC (Approved/Not Approved) 0.00 11.750 54.00(P) CP Building Height : 15.60 Mtrs 2.50 CP TANK 1590.31 No of Floors : 4 0.98 CAR - 5 117.01 THIRD FLOOR PLAN 102.79 1.53 2.97 CAR - 16 A-Block 2.00 L1 2.00 0.90 M WIDE PLATFORM 1.53 -NA- -NA- -NA- COMMERCIAL HALL CP CP -NA- -NA- -NA- SC SC SC SC SC SC SC SC SC NO1 9.13 9.125 UP UP UP UP 11.45 X 8.83 -NA- -NA- 00 CAR - 4 CAR - 17 1.5 M WIDE BALCONY -NA- -NA- SC SC SC SC SC SC SC SC SC TWO WHEELER PARKING CP CP 3.29 UP UP UP UP CAR - 3 CAR - 18 11.75 1.550 1.500 1.500 0.90 M WIDE PLATFORM 6.54 6.54 FIRE STAIR CP CP 9.23 11.20 UP DN TERRACE LOBBY 3.60 X 1.69 CAR - 2 CAR - 19 3.29 1.53 1.53 15.00M. WIDE ROAD FUTURE LIFT LIFT 2.00 1.65 X 2.00 PROVISION 2.00 5'5" X 6'6" 1.65 X 2.00 5'5" X 6'6" CP CP 1.53 1.53 3.29 1.50 5.90 G.L. G.L. CAR - 1 CAR - 20 14.85 3.65 3.49 4.62 2.00 BRICK 17.00 WALL 0.90 M WIDE PLATFORM ROAD P.C.C. BED 5.20 5.20 5.20 UP UP UP UP UP CONC(1:4:8). 3.80 3.80 SLAB PROJECTION 0.12 GENERATOR TRANSFORMER SPACE FOR SECTION AT F-F SPACE FOR TRANS GENERATOR FORMER 2.50 2.50 30.00(P) 20.00 M. WIDE MAIN ROAD 3.0 - - - -15 M WIDE ROAD - - - - - F F LAYOUT PLAN 3.0 A-01 PLAN OF U.G. RAIN WATER PIPE ROAD WATER TANK. G.L. G.L. U.C.R. MASONARY THIRD FLOOR MURUM BK. WALL VENT PIPE. SLAB LVL. FILLING G.L. MURUM FILLING G.L. G.L. G.L. BRICK SAND 0.60 INLET BAT SOLING HUMP PIPE OUTLET 3.675 RUBBLE SOLING P.C.C. BED RUBBLE P.C.C. BED CONC. SOLLING SECTION AT E-E CONC. 0.30 RAIN WATER HARVESTING 1.500 5.00 SECOND FLOOR DETAIL SECTION AT E-E SLAB LVL. 1.50 P.C.C. BED 3.675 MURUM FILLING U.C.R. MASONARY BK. WALL E E0.60 4.5 HUMP PIPE A-02 1.54 1.500 FIRST FLOOR E E SLAB LVL. PLAN OF 15.600 PIPE CULVERT 2.0 0.23 0.23 SOAK 2.00 PIT Shops and Offices -NA- 0.00 -NA- 0.00 -NA- 3.675 1.50M 0.9 0.9 ---- 00.00 00.00 00.00 00.00 00.00 PLAN OF SEPTIC TANK FIRE REQUIREMENT 0.00 SCALE1:100 1.500 GROUND FLOOR TOTAL -NA- 0.00 SLAB LVL. 1.5 -NA- FIRE REQUIREMENT 0.00 TOTAL -NA- 37125.00 4.200 COMPOUND WALL DETAILS PLINTH LVL. 0.375 GROUND LVL. Triangulation (Scale - 1:200) This is a system generated drawing as per the soft copy submitted by the Architect/ License Engineer