3
/#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

LONGITUDINAL SECTION OF RHS PROFILEsuratmunicipalcorporation.org:8020/BridgeCell/FlyOver...LONGITUDINAL SECTION OF LHS PROFILE END OF RAMP CH: 598.134 M. ROAD LEVEL GROUND LEVEL DATUM

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Page 1: LONGITUDINAL SECTION OF RHS PROFILEsuratmunicipalcorporation.org:8020/BridgeCell/FlyOver...LONGITUDINAL SECTION OF LHS PROFILE END OF RAMP CH: 598.134 M. ROAD LEVEL GROUND LEVEL DATUM

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.

4 SPANS OF 21.971 M. = 87.884 M.

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ANG

LE = 46.67°

RA

DIU

S =

130.6

0

ST

AR

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H:131.6

0

EN

D C

H:237.9

7

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0 M

.

CH

: (-)3

34

.2

98

M

.

ST

AR

T O

F R

AM

P

CH

: 5

98

.0

49

M

.

EN

D O

F R

AM

P

AMROLI JUNCTION

LONGITUDINAL SECTION OF RHS PROFILE

00.000

ROAD

LEVEL

GROUND

LEVEL

DATUM = (-)15.00

CHAINAGE

IN METER

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

: 5

98

.1

34

M

.

EN

D O

F R

AM

P

ROAD

LEVEL

GROUND

LEVEL

DATUM = (-)15.00

CHAINAGE

IN METER

SUPER

ELEVATION

CH

: (-)3

34

.2

98

M

.

ST

AR

T O

F R

AM

P

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

Page 2: LONGITUDINAL SECTION OF RHS PROFILEsuratmunicipalcorporation.org:8020/BridgeCell/FlyOver...LONGITUDINAL SECTION OF LHS PROFILE END OF RAMP CH: 598.134 M. ROAD LEVEL GROUND LEVEL DATUM

BED LVL. BED LVL.

SECTION A-A'

AT RIVER BRIDGE PORTION

G.L.

SECTION B-B'

AT SURAT SIDE RAMP

G.L. G.L.

TYP. CROSS SECTION AT BRTS BUS SHELTER LOCATION

SECTION C-C

LHS RHS

G.L. G.L.

(SPAN P15 & P20)

TYP. CROSS SECTION AT UP & DOWN RAMP LOCATION

SECTION D-D

LHS RHS

G.L. G.L.

TYP. CROSS SECTION AT SPLIT FLYOVER LOCATION

SECTION E-E

LHS RHS

G.L. G.L.

TYP. CROSS SECTION AT P13 LOCATION

G.L. G.L.

TYP. CROSS SECTION AT P14 LOCATION

G.L. G.L.

TYP. CROSS SECTION AT P15 LOCATION

G.L.

TYP. CROSS SECTION AT P27 & 28 LOCATION

G.L.

G.L.

DISCONTINUOUS PIER

SIDE ELEVATION OF

G.L.

PORTION OF EXISTING TAPI RIVER BRIDGE

SIDE ELEVATION AT WIDENING

G.L. G.L.

G.L. G.L.

VIADUCT OF FLYOVER (SPAN 10M)

TYP. CROSS SECTION OF

G.L. G.L.

RAMP PORTION (SPAN 10M)

TYP. CROSS SECTION OF

G.L.

VIADUCT OF FLYOVER (6M SPAN)

TYP. CROSS SECTION OF

G.L.

RAMP PORTION (6M SPAN)

TYP. CROSS SECTION OF

G.L.

CONTINUOUS PIER

SIDE ELEVATION OF

G.L.

TYP. GIRDER FOR 25.00 M. SPAN TYP. GIRDER UPTO 22.00 M. SPAN

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

1:150 SEP. - 2015 15 - 564 R1

AJAY ENGI - INFRASTRUCTURE PVT. LTD.

3 OF 3

NOTES :

MULTI MEDIA CONSULTANTS PVT. LTD. L. J. PURANI & ASSOCIATES

Page 3: LONGITUDINAL SECTION OF RHS PROFILEsuratmunicipalcorporation.org:8020/BridgeCell/FlyOver...LONGITUDINAL SECTION OF LHS PROFILE END OF RAMP CH: 598.134 M. ROAD LEVEL GROUND LEVEL DATUM

ROAD

LEVEL

GROUND

LEVEL

DATUM = (-)15.00

CHAINAGE

IN METER

CH

: (-)242.246 M

.

EN

D O

F R

AM

P

TO SAYAN

TO KATAR GAM

L - SECTION FOR WIDENING PORTION OF EXIST. RIVER BRIDGE AT

RHS & SLIP ROAD UP TO AMROLI CIRCLE

ROAD

LEVEL

GROUND

LEVEL

DATUM = (-)15.00

CHAINAGE

IN METER

CH

: (-)237.805 M

.

EN

D O

F R

AM

P

TO SAYAN

TO KATAR GAM

L - SECTION FOR WIDENING PORTION OF EXIST. RIVER BRIDGE AT

LHS & SLIP ROAD UP TO AMROLI CIRCLE

LONGITUDINAL SECTION OF UP RAMP (RHS SIDE)

ROAD

LEVEL

GROUND

LEVEL

DATUM = (-)15.00

CHAINAGE

IN METER

TO KATAR GAM

TO SAYAN

LONGITUDINAL SECTION OF DOWN RAMP (LHS SIDE)

ROAD

LEVEL

GROUND

LEVEL

DATUM = (-)15.00

CHAINAGE

IN METER

TO KATAR GAM

TO SAYAN

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.

2 OF 3

NOTES :