TO MUMBAI

TO THANE OVERALL LENGTH OF THE FLYOVER=650832

180000 (CONTINUOUS SPANS) OBLIGATORY SPAN 180000(CONTINUOUS SPANS)

START OF RAMP

END OF RAMP
50000 146884(SOLID APPROACH) 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 40000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 103948(SOLID APPROACH) 50000
EXP. JT. EXP.JT. EXP.JT. EXP. JT.
EXP. JT. EXP. JT.

(MIN.)
5500
GL. GL.

STRUCTURAL
RE WALL STEEL GIRDER RE WALL

ROCK LVL.
PSC I GIRDER

A1 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 A2

102.734

103.233

103.771

104.309

104.847

105.389

105.931

106.469

107.008

108.097

108.097

107.546

107.007

106.469

105.931

105.389

104.847

104.309

103.771

103.233

102.672
99.396 107.546
99.118

99.552
PROPOSED R.T.L.

99.297

99.380

99.913

99.598

99.373

99.375

99.364

99.359

99.339

99.417

99.475

99.427

99.430

99.331

99.278

99.307

99.338

99.373

99.416

99.505

99.552
EXISTING ROAD LEVEL

255.560 89.755

273.560 89.755

291.560 89.755

309.560 90.121

327.560 90.179

345.560 89.872

363.560 91.624

381.560 93.087

399.560 92.541

417.560 91.994

435.560 91.434

475.560 90.233

493.560 90.826

511.560 92.535

529.560 93.537

547.560 93.851

565.560 94.166

583.560 93.332

601.560 92.124

619.560 91.894

637.560 91.894

655.560 91.894
ROCK LEVEL

108.676

760.948
CHAINAGE

ELEVATION OF PROPOSED FLYOVER AT A-A FOOTPATH

EDGE OF RIGID SCALE 1:1000 EDGE OF RIGID SERVICE ROAD
PAVEMENT ROAD PAVEMENT ROAD FOOTPATH
2400 mm dia. W.M. ANTICRASH BARRIER
(BOUNDARY - II) PROPOSED CLEAR CARRIAGEWAY (12 MTR.)
ER ANTICRASH BARRIER
W A1 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 MAIN SEWER P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 A2
TO EXISTING FLYOVER(12MTR.)

OWER

CH: 0+780

CH: 0+800
CH: 0+720
IC

CH: 0+700
CH: 0+660

CH: 0+680
CH: 0+620

CH: 0+640
CH: 0+580

CH: 0+600
CH: 0+520

CH: 0+540

CH: 0+560
CH: 0+500
CH: 0+480
CH: 0+280

CH: 0+300

CH: 0+320

CH: 0+340

CH: 0+360

CH: 0+380

CH: 0+400

CH: 0+420

CH: 0+440

CH: 0+460

CH: 0+740
CH: 0+260

CH: 0+760
CH: 0+240
CH: 0+220
CH: 0+200
CH: 0+180
TR

CH: 0+160
CH: 0+140
CH: 0+120

EC
TO MUMBAI

TATA P
CH: 0+100

EL
C B
CH: 0+80
+60

YOVER

D
CH: 0

E
TO THAN
START OF FL
108.676

END OF FLYOVER

END OF LUMP SUM

A

SCOPE OF WORK
AD
E RO EASTERN EXPRESS HIGHWAY

12000
IC
SERV
SUM

760.948

810.948
STAR OF WORK
58.676T OF LUMP

T.B.M. NO.1
R.L. 100.000
GHATKOPAR FLYOVER BRIDGE
BH1 BH2 BH3 BH4 BH6 BH7 BH8 BH9 BH10
BH5
SCOPE

D C
B
E
TO THAN

EXISTING BRIDGE

600 mm dia. W.M. RIGID PAVEMENT ROAD

RIGID PAVEMENT ROAD
(BOUNDARY - I)
3000 mm dia. W.M.
(BOUNDARY - III)

TO
AGL
WIDTH OF THE CARRIAGEWAY=12000 MAIN SEWER

R
500 500 EXISTING WIDTH OF THE CARRIAGEWAY=12000
CLEAR CARRIAGEWAY=11000
500 11000 500
WEARING OF PIER
COAT
2.5% SLOPE WEARING COAT
2.5% SLOPE PLAN OF PROPOSED FLYOVER DECK SLAB
250MM THK. SCALE 1:1000

1450
STRUCTURAL
DECK SLAB

2500
STRUCTURAL STEEL GIRDER WIDTH OF THE CARRIAGEWAY=12000 EXISTING WIDTH OF THE CARRIAGEWAY=12000
STEEL GIRDER 3000 3000 3000 1500 PSC I GIRDER 500 CLEAR CARRIAGEWAY=11000 500 500 500
CLEAR CARRIAGEWAY=11000
END DIAPHRAGM
BEARING
600

300MM THK.
PEDESTAL 18.0 M SPAN TRAFFIC 40.0 M SPAN ANTICRASH PQC
2.5% SLOPE 2.5% SLOPE

COMPOUND/
DIRECTION 2.5% SLOPE 2.5% SLOPE
BARRIER 100MM THK.

2000
2000
COMPOUND/

4500

FENCING
FRICTION SLAB DLC
4300 225MM THK.
FENCING

5500(MIN.)

RCC PIER CAP 100 WMM

4400 2000 4400 250 1500 250 RE WALL PANEL 300MM THK.
650
10800 GSB
600MM THK.
SLIP ROAD RCC PIER SLIP ROAD FOOTPATH SLIP ROAD CUM SERVICE ROAD FOOTPATH RCC PIER FILTER MEDIA

3000
DOWN TAKE PIPE POLYMERIC STRIP
FOOTPATH SERVICE ROAD FOOTPATH 7000
CHAMBER 4300

7300
180 600
1500

1500
50MM THK. 40MM THK. PILE CAP
DBM MASTIC PILE CAP
SCARRIFYING 300MM THK.P.Q.C.

3000
THE EXISTING ASPHALT 100MM THK. DLC 100MM THK. PCC 100MM THK. PCC
650 3000 3000 650 650 3000 650 250
CRUST & OVERLAY 225MM THK. WMM GL.
IN BITUMINUOUS 300MM THK. GSB 1000Ø PILE RCC KERB
1000Ø PILE GL.
PORTION
6MM THK. 650
LINER UPTO 6MM THK. RCC FOOTING
100 100MM THK. PCC
LINER UPTO 100 650 3000 650 100
REFUSAL
SECTION B-B REFUSAL SECTION D-D
TYPICAL PLAN FOR PILE CAP CROSS -SECTION OF PROPOSED/EXISTING SOLID APPROACH
OBLIGATORY SPAN DETAIL OF PIER IN SIDE ELEVATION
SCALE:1:150 (OBLIGATORY SPAN) SCALE:1:150
AT OBLIGATORY SPAN (SCALE 1:150)
SCALE:1:150
WIDTH OF THE CARRIAGEWAY=12000 EXISTING WIDTH OF THE CARRIAGEWAY=12000 MATERIAL TABLE :-
500 500 500
500 CLEAR CARRIAGEWAY=11000 CLEAR CARRIAGEWAY=11000 S.NO. ITEM SPECIFICATION
1 CRASH BARRIER M-40
WEARING
COAT 2 PSC I GIRDER, DECK SLAB M-45
240MM THK. 2.5% SLOPE 2.5% SLOPE 3 STRUCTURAL STEEL E 410(Fe 540),IS 2062:2011
DECK SLAB OF PIER
4 PILE , PILE CAP, PIER & PIERCAP M-40

COMPOUND/FENCING
93 MM THK.
DRAINAGE SPOUT 1500 3000 3000 3000 1500 WEARING COAT 5 APPROACH SLAB,RE WALL M-35
240 MM THK.
PSC I GIRDER DECK SLAB 6 LEVELLING COURSE M-20
600

PSC I GIRDER 7 WEARING COAT 40MM MASTIC ASPHALT+50 MM DBM

COMPOUND/

BEARING 3MM THK. WATER PROOFING MEMBRANE

PEDESTAL 18.0 M SPAN TRAFFIC 18.0 M SPAN
FENCING

2000

DIRECTION 8 G.I. PIPE AND G.I.GRATING

150MM DIAMETER
9 ANTICORROSSIVE TREATMENT F.B.E.C.

2000
RCC PIER CAP
5000
4800 FOR REINFORCEMENT

100
4400 2000 4400
10800 10 REINFORCEMENT STEEL HYSD GRADE Fe-500 CONFORMING
2000 650 TO IS-1786:2008
DOWN TAKE PIPE RCC PIER FOOTPATH
FOOTPATH FOOTPATH FOOTPATH
SERVICE ROAD FOOTPATH SLIP ROAD SERVICE ROAD SLIP ROAD CUM SERVICE ROAD
RCC PIER NOTES:
1500
CHAMBER 1. ALL DIMENSIONS ARE IN MILLIMETERS, AND ALL LEVELS ARE IN METERS UNLESS OTHERWISE STATED.

4800

3500
2. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWING ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.
50MM THK. 50MM THK. DBM 3. FOUNDING LEVEL SHALL BE APPROVED AT SITE FROM SITE ENGINEER. ANY CHANGE IN LEVEL SHALL BE
1500

DBM PILE CAP BROUGHT TO THE NOTICE OF DESIGN CONSULTANT.

WITHOUT WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL.

SCARRIFYING 40MM THK. SCARRIFYING 40MM THK. MASTIC 4. THE WEARING COAT CONTAINS 40MM MASTIC ASPHALT + 50MM DBM & 3MM THK. WATER PROOFING
THE EXISTING MASTIC THE EXISTING ASPHALT 100MM THK. PCC
THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD.

4800 650 MEMBRANE. TOTAL THICKNESS OF 93MM WITH DENSITY OF 2.2T/m³ .

IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED

CRUST & OVERLAY ASPHALT CRUST & OVERLAY 1000Ø PILE 5. THE DESIGNS ARE APPLICABLE FOR SEVERE CONDITIONS OF EXPOSURE.

100
IN BITUMINUOUS IN BITUMINUOUS 650 3500 650 6. PROPER COMPACTION OF CONCRETE SHALL BE ENSURED BY USE OF APPROPRIATE TYPE OF VIBRATORS.
PORTION PORTION 7. FILTER MEDIA SHOULD BE PROVIDED FOR RE WALL ACCORDANCE TO CLAUSE 2504.2.2 OF MORTH
6MM THK. TYPICAL PLAN FOR PILE CAP SPECIFICATION (FOURTH REV. 2002).
LINER UPTO (CONTINUOUS SPANS) 8. EMBANKMENT CONSTRUCTION SHOULD CONFIRM TO MORTH SPECIFICATIONS.
REFUSAL (SCALE 1:150) 9. WEAK SOIL BELOW THE BOTTOM OF RE WALL BE REPLACED BY 300mm THK. RUBBLE SOLING & P.C.C.
SECTION C-C LEVELING COURSE 150mm THICKNESS. THICKNESS OF SOLING SHALL BE ADJUSTED AS PER ACTUAL SITE
DETAIL OF PIER IN SIDE ELEVATION CONDITION.
CROSS-SECTION AT VIA DUCT AT CONTINUOUS SPAN 10. UTILITY SURVEY SHOULD BE CARRIED OUT BY CONSTRUCTION AGENCY BEFORE EXECUTION OF WORK.
SCALE:1:150 11. NO PUBLIC UTILITIES SERVICES SHALL BE CARRIED OVER THE DECK/RAMP.
SCALE:1:150
CONSULTING ENGINEERS:
DATE 20-11-17 SIGN CLIENT: OWNER : PROJECT: DESIGN & CONSTRUCTION OF SOUTH BOUND FLYOVER AT THE

CAD FILE: D:\NAME/1.PROJECT/XXXXXX

JUNCTION OF ANDHERI-GHATKOPAR LINK ROAD ON EASTERN
HVC MUMBAI METROPOLITAN REGION EXPRESS HIGHWAY ( EEH), MUMBAI.
DRAWN
M/s RELCON INFRAPROJECTS LTD.
AN A-01/101,KRISHNA APARTMENT,JUHU LANE, DEVELOPMENT AUTHORITY.
DESIGNED
(Formerly known as S.N.BHOBE & ASSOCIATES Pvt. Ltd.)
OPP.MAHAVIR JAIN VIDYALAYA, 5 FLOOR, BANDRA-KURLA COMPLEX, BANDRA (EAST) TITLE: GENERAL ARRANGEMENT DRAWING OF PROPOSED MAJOR
MUMBAI - 400 051, INDIA. BRIDGE AGLR JUNCTION.
TPF ENGINEERING PVT. LTD. CHECKED SRR ANDHERI (W) MUMBAI - 400 058.
EPBX : +91-22-2659 0001 / 4000 FAX : +91-22-2659 1264
4th Floor, Pudhari bhavan, Sector - 30A, Plot No. 29 to 32 & 37, E-mail : mmrda@giasbm01.vsnl.net.in
APPROVED UMD
Near Sanpada Railway Station, Vashi, Navi Mumbai - 400 705, INDIA. 1 Website : www.mmrdamumbai.org
Tel: +91-22-4127 3303 / 04 Fax: +91-22-4127 3305 / 06 SCALE DRG. NO.: MMRDA- REV.
E-mail: tpfepl.com Website: www.tpf.eu JOB NO.: XXXXXXX
REV. DATE OF
REVISION DETAILS DRAWN CHKD. DES. APRD.
/MJ-BRIDGE/ /GAD/100/SHEET A1
AS SHOWN NO. ISSUE R0
1 OF 2/R0
N OF T - 00 OF 00 HIMANSHU V. CHADHA/06/12/2017