/#05#418#4 %+4%.' TAPI RIVER KATAR GAM %+4%.' %+4%.' %+4%.' %+4%.' TO UTARAN STATION TO UTARAN *175' *175' 12'0 #4'# ,#+0 &'4#5#4 6'/2.' 8+,#; 0#)#4 51%+'6; 5610' 2+6%*+0) .+0' )#4&'0 41#& 41#& 41#& 41#& 41#& 41#& 41#& 41#& 41#& 41 N TAPI RIVER SAYAN VILLAGE KOSAD VILLAGE TO CHHAPRABHATHA PLAN #/41.+ ,70%6+10 # 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 &2 &2 &2 &2 &2 &2 &2 &2 &2 &2 &2 &2 &2 &2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 # '42 '42 '42 '4# '.2 '.2 '.2 '.# PROP. RETAINING WALL SERVICE LANE 7.50 M. LOWER LVL. SLIP ROAD 7.50 M. RHS LHS LHS RHS START OF RAMP CH: (-)334.298 SERVICE LANE 8.50 M. MIN. AT LOWER LVL. PROP. RETAINING WALL BRTS LANE AT GRADE LOCAL TRAFFIC AT GRADE BRTS TRAFFIC ELEVATED TRAFFIC OVER FLYOVER PROP. BRTS BUS STOP/BUS SHELTER FLOW FLOW U/S D/S A A B B C C D D STAIR PROP. STAIR PROP. EXIST. TAPI RIVER BRIDGE EXIST. PIPE LINE TO BE SHIFTED PROP. ROW ADDITIONAL LAND TO BE ACQUIRED PROP. BRTS BUS STOP /BUS SHELTER 25.363 25.204 25.204 25.323 25.340 25.340 28.745 34.298 4 SPANS OF 20.00 M. = 80.00 M. 2 SPANS OF 25.00 M. = 50.00 M. 6 SPANS OF 20.00 M. = 120.00 M. 3 SPANS OF 25.00 M. = 75.00 M. 5 SPANS OF 20.00 M. = 100.00 M. 4 SPANS OF 21.971 M. = 87.884 M. 3 SPANS OF 25.00 M. = 75.00 M. 35.00 25.197 19.968 25.165 25.197 19.968 5 SPANS OF 20.00 M. = 100.00 M. 6 SPANS OF 20.00 M. = 120.00 M. 8 SPANS OF 10.00 M. = 80.00 M. 8 SPANS OF 10.00 M. = 80.00 M. 5 SPANS OF 6.00 M. = 30.00 M. 5 SPANS OF 6.00 M. = 30.00 M. $1*/( RADIUS = 130.60 START CH:131.60 END CH:237.97 ROW ROW ROW ROW ROW ROW ROW 17.00 6.50 17.00 6.50 17.00 8.50 8.50 SLIP ROAD 7.50 M. RHS LHS 20.085 STATION 3 SPANS OF 10.00 = 30.00 M. 6 SPANS OF 6.00 = 36.00 M. 4 SPANS OF 10.00 = 40.00 M. 6 SPANS OF 6.00 = 36.00 M. ':+56 $70& # CH: (-)334.298 M. START OF RAMP CH: 598.049 M. END OF RAMP AMROLI JUNCTION LONGITUDINAL SECTION OF RHS PROFILE 00.000 ROAD LEVEL GROUND LEVEL DATUM = (-)15.00 CHAINAGE IN METER 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 # MANSAROVAR JUNCTION CROSS ROAD JUNCTION AT 45.00 M. DP ROAD TOTAL LENGTH OF FLYOVER 932.347 M. TO KATAR GAM TO SAYAN SUPER ELEVATION MATERIAL TABLE :- SR. NO. COMPONENT MATERIAL NOTES :- LONGITUDINAL SECTION OF LHS PROFILE CH: 598.134 M. END OF RAMP ROAD LEVEL GROUND LEVEL DATUM = (-)15.00 CHAINAGE IN METER SUPER ELEVATION 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 # # 2 CH: (-)334.298 M. START OF RAMP TO SAYAN TO KATAR GAM multi media consultants pvt. ltd. CONSTRUCTION OF FLY OVER ON AMROLI JUNCTION AND MANSAROVAR JUNCTION IN SURAT. SURAT MUNICIPAL CORPORATION GENERAL ARRANGEMENT DRAWING DHARMESH D. K. PARIKH A. N. P. AMROLI - FOB - 01 1:1000 SEP. - 2015 00 - 000 R0 AJAY ENGINEERS PVT. LTD. 1 OF 3