PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT T-18 "F" TYPE 1 FSI = 12703.654 SQ.M. STAMP OF APPROVAL OF PLAN 20 FLOOR = LOWER B.+UPPER B.+ STILT + 30FL. R2 SECTOR- REIVSED BUILDING PLANS T-18 TO T-23 T-21 "F' " TYPE T-19 "F' " TYPE GR.COVERGE = 416.872 SQ.M. U6 . WID HEIGHT = 95.820 M. FSI = 12694.634 SQ.M. FSI = 12703.654 SQ.M. TENEMENT = 123 FLOOR = LOWER B.+UPPER B.+ FLOOR = LOWER B.+UPPER B.+ STILT + 30FL. STILT+ 30FL. 9907.08 SQ.M. 53.39 GR.COVERGE = 416.872 SQ.M. GR.COVERGE = 416.872 SQ.M. T-23 "F' " TYPE 24 M HEIGHT = 95.82 M. HEIGHT = 95.820 M. FSI = 12686.234 SQ.M. TENEMENT = 123 TENEMENT = 123 M.S.E.B FLOOR = LOWER B.+UPPER B.+ STILT+ 30FL. GR.COVERGE = 416.872 SQ.M. 12.00 HEIGHT = 95.82 M. G3 TENEMENT = 123 ADJ. 28.00 30.30 3 1 .3 16.51 E RO U2 3 34.73 835.70 SQ.M. 12. 00 33.7 5 R2 24.77 POLICE STATION U3 130750.0 SQ.M. AD 4000.36 SQ.M. .45 GARBAGE DISPOSAL 30.86 42 20 36. 26 16. OS1 30.18 126.74 26 1853.83 SQ.M. 16. 22.82 ADJ A4 42.02 27.32 27.09 9108.22 SQ.M. PA SS DER 25.58 9.M WIDE UN U4 CREMATION 42.62 12.00 OS4 BURIAL GROUND GROUND SS 1203.57 SQ.M. 742.19 SQ.M. 25.1 9.M W I DE UND ERPA G10 869.79 SQ.M. U7 3 AD 2.00 6129.59 SQ.M. G1 Retaining wall RO U5 ADJ G2 1 RO AD 109.8 2 48. HFL.RED LINE IDE 67 WI DE M. 4 M.W 18. 0 2 60.98 A3 95.95 AS PER NOC FROM 7 T-22 "F" TYPE T-20 "F" TYPE 27.2 IRRIGATION DEPT. FSI = 12686.234 SQ.M. FSI = 12694.634 SQ.M. FLOOR = LOWER B.+UPPER B.+ FLOOR = LOWER B.+UPPER B.+ STILT + 30FL. STILT+ 30FL. GR.COVERGE = 416.872 SQ.M. GR.COVERGE = 416.872 SQ.M. 78 82. HEIGHT = 95.82 M. HEIGHT = 95.82 M. TENEMENT = 123 TENEMENT = 123 E R HELIPAD G6 R I V PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT L A PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT Retaining wall 7533.17 SQ.M. ADJ .M U HFL.RED LINE .10 140 AS PER NOC FROM IRRIGATION DEPT. G7 10380.74 SQ.M. 4 1.9 14 BLUE LINE AS PER NOC FROM IRRIGATION DEPT. LAYOUT PLAN WATER CAPACITY CALCULATION STATEMENT OF F & F' BUILDING SECTOR R2 (TOWER T18 TO T23) NO.OF TENEMENTX5X140 LTRS. NO. OF WATER REQUIRED BUILDING O/H WATER TANK CAPACITY WATER PROVIDED O/H WATER TANK CAPACITY COMMERCIAL 79 NOS. OF PER. X 45 LTRS. 3555.000 LTR. 3555.000 LTR. 43 X 5 X 140 LTRS. 30,100.000 LTR. 30,100.000 LTR. S TYPE OF BUILDING "A" ( T-18 & T-19 ) 02 60,200.000 LTR. 60,200.000 LTR. EXPANDED METAL 123 X 5 X 140 LTRS. 86,100.000 LTR. 86,100.000 LTR. TYPE OF BUILDING "A' " ( T-20 TO T-23 ) 04 3,44,400.000 LTR. 3,44,400.000 LTR. TOTAL O/H WATER TANK CAPACITY 4,04,600.000 LTR. 4,04,600.000 LTR. 150 THK. WALL TOWER T18 TO T23 NO. OF WATER REQUIRED WATER PROVIDED G.L. BUILDING U/G WATER TANK CAPACITY U/G WATER TANK CAPACITY TYPE OF BUILDING "F" & "F' " T-18 TO T-23 06 6,06,900.000 LTR. 6,06,900.000 LTR. STEPPED FOOTING TOTAL U/G WATER TANK CAPACITY TOWER T18 TO T23 6,06,900.000 LTR. 6,06,900.000 LTR. 0.125 P.C.C. BED NOTE 1 :- 3RD REVISED MASTER LAYOUT SANCTIONED BY COLLECTOR UNDER LETTER NO. SECTION THRO' PRH/TSSR/17/2013 DATE :- 20/08/2013 COMPOUND WALL NOTE2:- One Helipad will be provided in the Township NOTE3:- Fire Station already developed in the adjoining S.E.Z (location as shown in layout) and handed over for working. The ownership of the fire station is with the company. NOTE 4 :-ALL DIMENSIONS ARE IN METERS TO CHINCHWAD CERTIFICATE OF AREA ADJ.S.NO.153 HINJAWADI CHOWK EXISTING ROAD 30.0M.WIDE AS PER MEASURMENT PLAN 10 M. ADDITIONAL ROAD WIDENING IN PRIVATE LAND NOT INCLUDED IN TOWNSHIP TOWNSHIP AREA A1 7498.00 SQ.M. SHOPPING MALL, MULTIPLEX AND RESTAURANT A2 CERTIFIED THAT THE PLOT UNDER REFERENCE ( SECTOR R2 ) WAS 4085.74 SQ M AMENITY SPACE WAKAD FLOYOVER TO PUNE SURVEYED BY ME AND THE DIMENSIONS OF SIDES ETC. OF PLOT STATED ON PLAN ARE MEASURED ON SITE AND THE AREA SO WORKED OUT TALLIES WITH THE AREA STATED IN MASTER PLAN R1 37769.00 SQ.M. DOCUMENT OF OWNERSHIP/CITY SURVEY RECORDS ADJ.SEZ PLOT FIRE STATION G4 1223.94 SQ.M. S.E.Z AREA 5066.30 SQ.M. U1 PS+SS+PG 766.16 SQ.M. SIGNATURE OF ARCHITECT 35501.90 SQ.M. BUS STOP R4 OS2 A A' 4920 SQ.M. 2134.87 SQ.M. OS PROVIDED IN SECTOR B A C OS3 3058.86 SQ.M. B A' G8 751.00 SQ.M. G5 NAME OF OWNER SIGN. OF OWNER C' 601.00 SQ.M. G9 3306.00 SQ.M. R3 1638 SQ.M. FLAGSHIP INFRA STRUCTURE OS PROVIDED IN SECTOR G3 78338.25 SQ.M. H1 4377.08 SQ.M. C' C PVT.LTD. CLUB R2 HOUSE 130750.0 SQ.M. U6 9907.08 SQ.M. M.S.E.B U2 835.70 SQ.M. POLICE STATION U3 4000.36 SQ.M. GARBAGE DISPOSAL 130 OS1 1853.83 SQ.M. A4 129 9108.22 SQ.M. U4 CREMATION 128 OS4 BURIAL GROUND GROUND 1203.57 SQ.M. 742.19 SQ.M. G10 U5 U7 2358.60 SQ.M. G2 6129.59 SQ.M. G1 869.79 SQ.M. Retaining wall HFL.RED LINE 174 127 2865.17 SQ.M. W.T.P. A3 3500.00 SQ.M. PARKING 1525.71 SQ.M. 126 88 DESCRIPTION OF PROPOSAL AND PROPERTY AS PER NOC FROM VEGETABLE MARKET IRRIGATION DEPT. HELIPAD G6 Retaining wall 7533.17 SQ.M. 118 REVISED BUILDING PLAN SECTOR R2 AT BLUERIDGE HFL.RED LINE AS PER NOC FROM IRRIGATION DEPT. G7 10380.74 SQ.M. 185 117 184 175 BLUE LINE AS PER NOC FROM IRRIGATION DEPT. 172 116 TOWNSHIP,HINJEWADI, PUNE. 176 115 144 177 178 112 113 182 179 OS1 OS3 JOB NO. DRG. NO. REVISION SCALE DRN/CKD.BY NORTH SITE PLAN 180 PROPOSED SITE FOR BLUERIDGE TOWNSHIP 3058.86 SQ.M. ANIL/MEDHA S 408 01/20 R1 1:1000 REVISED SECTOR R2 181 S.Nos. 119+120/1+120/2+121/1,+121/2+122+123/2+123/3+123/4+124/1+124/2P+125/1P+125/2 (P) S SCALE : NTS OS2 1853.83 SQ.M. DATE BOUNDRY OF VILLAGE MAHALUNGE S.Nos.*154/1/1P+154/1/2P+ 154/2P+154/7P+154/8P+154/9+154/10+154/11 S.Nos.155+156/1+156/2+156/3+157/3P ARCHITECTS, INTERIOR DESIGNERS, 26/05/2014 LOCATION PLAN SCALE - NTS S S.NOS. 160/5 P+160/6 P 2134.87 SQ.M. TOWN PLANNERS 4, DATTAPRASAD, 1206, B/7, 15/07/2014 S.Nos. 161/1+161/2+162+163/1a+163/1b+163/1c+163/2+164/1+164/2+165/1P+165/2+166/1+166/2+167 OFF J.M. ROAD, SHIVAJINAGAR 06/08/2014 S.Nos. 168/1+168/2+168/3+168/4+168/5+168/6/1+168/6/2+168/7+168/8+168/9+168/10+168/11+168/12+168/13 PUNE : 411 004. S.Nos. 169/1(P)+169/2+169/3+170/1+170/2+171/1+171/2+171/3+171/4+171/5+171/6+171/7+171/8+171/9+171/10+ SIGN. TEL./FAX : 25530420, 25530430. S.Nos. 173/1P+173/2P AT Hinjawadi,Tal.-Mulashi,Dist.-Pune R.A. VAIDYA E.MAIL:-archvaidya@gmail.com CA/85/8968 Visit us:- www.archvaidya.com PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT