Typical Cross Sections Mahatma Phule Chowk

TYPICAL CROSS SECTIONS MAHATMA PHULE CHOWK

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EXISTING PAVED SHOULDER EXISTING 2900 EXISTING PAVED EXISTING FOOTPATH /DRAIN TO BE REGRADED AS CARRIAGEWAY MEDIAN CARRIAGEWAY SHOULDER EARTHEN SHOULDER PER SCHEDULE B TO BE REGRADED AS PER SCHEDULE B

PROPOSED ROAD LIFTED BY 0.5 M PROPOSED ROAD LIFTED BY 0.5 M CAMBER CAMBER

DRAIN

EXISTING CRUST TCS 1 EXISTING CRUST CH. -0+060 TO CH.0+080 (SCALE:-1:100) RAISING OF JUNCTION/ROAD TO ENTIRE WIDTH INCLUDING FOOTPATH BY 0.5M

CLIENT: PROJECT: CONSTRUCTION OF FLYOVER FROM MAHATMA PHULE JUNCTION (SECTOR-17) DESIGN CONSULTANT : DATE 19.01.2021 SIGN MUNICIPAL CORPORATION IN VASHI TO HANUMAN MANDIR JUNCTION AT KOPRI ON PALM BEACH ROAD ON NAVI MUMBAI, MAHARASHTRA DRAWN SRB EPC MODE. CHECKED PH ADDRESS: 15 A, PLOT, SECTOR, 1, 2, PALM BEACH RD, CBD BELAPUR, NAVI MUMBAI, (Formerly known as S.N.BHOBE & ASSOCIATES Pvt. Ltd.) TITLE: DESIGN PH TYPICAL CROSS SECTION TPF ENGINEERING PVT. LTD. MAHARASHTRA 400614. 1401, Rupa Sapphire, Plot no. 12, Sector-18, CHECKED MA

Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED AAB 1 Z:\NMMC\projects\Palm Beach Marg - 04.01.2019\presentation 16.12.2020\Cross Sections\NMMC_TYPICAL CROSS SECTION-1.dwg Vashi, Navi Mumbai - 40070 Tel: +91-22-4127 3303 / 04 Fax: +91-22-4127 3305 / 06 SCALE REV. REV. DATE OF DRAWN CHK. DES. CHK. REV. JOB NO.:- NMMC-PB-1 REVISION DETAILS DRG. NO.: NMMC/VASHI-FLYOVER-TCS-SHEET 1 OF 8/R0 A2 www.tpfepl.com - www.tpf.eu NTS NO. SYM. ISSUE BY BY BY BY R0 WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. CAD FILE: IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED WITHOUT N OF T - 00 OF 00 SHIVDAS/19/01/2021 BEFORE ARENJA CORNER

42950

CL OF ROAD 500 7500 600 7500 500 CARRIAGEWAY MEDIAN CARRIAGEWAY

DRAIN WATER PIPE DRAIN WATER PIPE

EXISTING EXISTING EXISTING 500 500 EXISTING EXISTING FOOTPATH /DRAIN PAVED SHOULDER CARRIAGEWAY EMBANKMENT CARRIAGEWAY EARTHEN TO BE REGRADED SHOULDER AS PER SCHEDULE B 3500 3500 (ROAD TO BE (ROAD TO BE REINSTATED) REINSTATED)

CAMBER CAMBER

DRAIN DRAIN

DRAIN

EXISTING EXISTING CRUST TCS 2 CRUST CH. 0+080 TO CH. 0+220 (SCALE:-1:100)

Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED AAB 1 Z:\NMMC\projects\Palm Beach Marg - 04.01.2019\presentation 16.12.2020\Cross Sections\NMMC_TYPICAL CROSS SECTION-1.dwg Vashi, Navi Mumbai - 40070 Tel: +91-22-4127 3303 / 04 Fax: +91-22-4127 3305 / 06 SCALE REV. REV. DATE OF DRAWN CHK. DES. CHK. REV. JOB NO.:- NMMC-PB-1 REVISION DETAILS DRG. NO.: NMMC/VASHI-FLYOVER-TCS-SHEET 2 OF 8/R0 A2 www.tpfepl.com - www.tpf.eu NTS NO. SYM. ISSUE BY BY BY BY R0 WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. CAD FILE: IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED WITHOUT N OF T - 00 OF 00 SHIVDAS/19/01/2021 ARENJA CORNER

OVERALL WIDTH OF BRIDGE = 16600

500 7500 600 7500 500 CARRIAGEWAY CARRIAGEWAY

OF PIER

VOID RCC CRASH 75 mm THK BARRIER WEARING COAT SLOPE 2.5% SLOPE 2.5%

DRAINAGE SPOUT

2000 @ 5.00 M C/C DRAIN WATER PIPE HORIZONTALLY DRAIN WATER PIPE

VOIDED SLAB

RCC PIER

5500 39950 VERTICAL CLEARANCE EXISTING EXISTING EXISTING 5000 EXISTING EXISTING EARTHEN SHOULDER FOOTPATH/DRAIN PAVED SHOULDER CARRIAGEWAY MEDIAN CARRIAGEWAY PAVED SHOULDER TO BE REGRADED 3500 3500 TO BE REGRADED AS AS PER (ROAD TO BE 2500 (ROAD TO BE PER SCHEDULE B SCHEDULE B REINSTATED) REINSTATED)

CAMBER CAMBER

DRAIN

EXISTING CRUST EXISTING CRUST

TCS 3 CH. 0+220 TO CH. 0+295 (SCALE:-1:100)

Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED AAB 1 Z:\NMMC\projects\Palm Beach Marg - 04.01.2019\presentation 16.12.2020\Cross Sections\NMMC_TYPICAL CROSS SECTION-1.dwg Vashi, Navi Mumbai - 40070 Tel: +91-22-4127 3303 / 04 Fax: +91-22-4127 3305 / 06 SCALE REV. REV. DATE OF DRAWN CHK. DES. CHK. REV. JOB NO.:- NMMC-PB-1 REVISION DETAILS DRG. NO.: NMMC/VASHI-FLYOVER-TCS-SHEET 3 OF 8/R0 A2 www.tpfepl.com - www.tpf.eu NTS NO. SYM. ISSUE BY BY BY BY R0 WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. CAD FILE: IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED WITHOUT N OF T - 00 OF 00 SHIVDAS/19/01/2021 MODERN SCHOOL TO HANUMAN MANDIR ROAD

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OVERALL WIDTH OF BRIDGE = 16600

500 7500 600 7500 500 CARRIAGEWAY CARRIAGEWAY

OF PIER RCC CRASH 75 mm THK BARRIER WEARING COAT SLOPE 2.5% SLOPE 2.5% 250

DRAIN WATER PIPE DRAINAGE SPOUT 2500 @ 5.00 M C/C PSC BOX GIRDER HORIZONTALLY

DRAIN WATER PIPE

RCC PIER 2500 5500 VERTICAL CLEARANCE EXISTING EXISTING EXISTING 5000 EXISTING EXISTING EXISTING FOOTPATH PAVED CARRIAGEWAY MEDIAN CARRIAGEWAY PAVED SHOULDER FOOTPATH DRAIN SHOULDER TO BE REGRADED AS DRAIN TO BE REGRADED 3500 3500 PER SCHEDULE B AS PER (ROAD TO BE (ROAD TO BE SCHEDULE B REINSTATED) REINSTATED)

CAMBER NALLAH CAMBER

DRAIN DRAIN

EXISTING CRUST EXISTING CRUST

EXISTING PIPE

TCS 4 CH.0 +295 TO CH. 2+145 (SCALE:-1:100)

Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED AAB 1 Z:\NMMC\projects\Palm Beach Marg - 04.01.2019\presentation 16.12.2020\Cross Sections\NMMC_TYPICAL CROSS SECTION-1.dwg Vashi, Navi Mumbai - 40070 Tel: +91-22-4127 3303 / 04 Fax: +91-22-4127 3305 / 06 SCALE REV. REV. DATE OF DRAWN CHK. DES. CHK. REV. JOB NO.:- NMMC-PB-1 REVISION DETAILS DRG. NO.: NMMC/VASHI-FLYOVER-TCS-SHEET 4 OF 8/R0 A2 www.tpfepl.com - www.tpf.eu NTS NO. SYM. ISSUE BY BY BY BY R0 WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. CAD FILE: IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED WITHOUT N OF T - 00 OF 00 SHIVDAS/19/01/2021 AFTER HANUMAN MANDIR JUNCTION

36850

CL OF ROAD

500 7500 600 7500 500 CARRIAGEWAY MEDIAN CARRIAGEWAY

DRAIN WATER PIPE DRAIN WATER PIPE

500 EXISTING EXISTING 500 EMBANKMENT EXISTING EXISTING FOOTPATH/ CARRIAGEWAY CARRIAGEWAY FOOTPATH DRAIN DRAIN

3500 3500 (ROAD TO BE (ROAD TO BE REINSTATED) REINSTATED)

DRAIN DRAIN DRAIN DRAIN

EXISTING CRUST TCS 5 EXISTING CRUST CH. 2+145 TO 2+360 (SCALE:-1:100)

Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED AAB 1 Z:\NMMC\projects\Palm Beach Marg - 04.01.2019\presentation 16.12.2020\Cross Sections\NMMC_TYPICAL CROSS SECTION-1.dwg Vashi, Navi Mumbai - 40070 Tel: +91-22-4127 3303 / 04 Fax: +91-22-4127 3305 / 06 SCALE REV. REV. DATE OF DRAWN CHK. DES. CHK. REV. JOB NO.:- NMMC-PB-1 REVISION DETAILS DRG. NO.: NMMC/VASHI-FLYOVER-TCS-SHEET 5 OF 8/R0 A2 www.tpfepl.com - www.tpf.eu NTS NO. SYM. ISSUE BY BY BY BY R0 WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. CAD FILE: IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED WITHOUT N OF T - 00 OF 00 SHIVDAS/19/01/2021 DOWN RAMP FOR TURBHE ROAD AT MODERN COLLEGE JUNCTION

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OVERALL WIDTH OF BRIDGE = 16600 OVERALL CARRIAGE WAY WIDTH =8500

500 7500 600 7500 500500 7500 500 CARRIAGEWAY CARRIAGEWAY

OF PIER OF PIER

75 mm THK WEARING COAT RCC CRASH 75 mm THK RCC CRASH BARRIER SLOPE 2.5% SLOPE 2.5% WEARING COAT SLOPE 2.5 % BARRIER

DRAINAGE SPOUT 1000 @ 5.00 M C/C HORIZONTALLY PSC BOX GIRDER SOLID SLAB 3229

DRAIN WATER PIPE DRAIN WATER PIPE

MIN RCC PIER 5500

EXISTING EXISTING EXISTING 5000 10000 MIN 5500 3000 EXISTING FOOTPATH PAVED CARRIAGEWAY MEDIAN CARRIAGEWAY FOOTPATH DRAIN SHOULDER DRAIN TO BE 3500 REGRADED AS ANTICRASH BARRIER (ROAD TO BE PER REINSTATED) SCHEDULE B CAMBER CAMBER NALLAH

DRAIN DRAIN

EXISTING CRUST EXISTING CRUST

EXISTING PIPE

TCS 6 CH. A-0+000 TO CH. A-0+150 (SCALE:-1:100)

Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED AAB 1 Z:\NMMC\projects\Palm Beach Marg - 04.01.2019\presentation 16.12.2020\Cross Sections\NMMC_TYPICAL CROSS SECTION-1.dwg Vashi, Navi Mumbai - 40070 Tel: +91-22-4127 3303 / 04 Fax: +91-22-4127 3305 / 06 SCALE REV. REV. DATE OF DRAWN CHK. DES. CHK. REV. JOB NO.:- NMMC-PB-1 REVISION DETAILS DRG. NO.: NMMC/VASHI-FLYOVER-TCS-SHEET 6 OF 8/R0 A2 www.tpfepl.com - www.tpf.eu NTS NO. SYM. ISSUE BY BY BY BY R0 WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. CAD FILE: IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED WITHOUT N OF T - 00 OF 00 SHIVDAS/19/01/2021 36650

OVERALL WIDTH OF BRIDGE = 16600 500 500 7500 600 7500 GAP OF PIER CARRIAGEWAY CARRIAGEWAY OVERALL CARRIAGE WAY WIDTH =8500 OF PIER 500 7500 500

75 mm THK WEARING COAT RCC CRASH 75 mm THK RCC CRASH BARRIER SLOPE 2.5% SLOPE 2.5% WEARING COAT SLOPE 2.5 % BARRIER

DRAINAGE SPOUT 1000 @ 5.00 M C/C 2500 HORIZONTALLY PSC BOX GIRDER SOLID SLAB

DRAIN WATER PIPE DRAIN WATER PIPE MIN 5500

MIN RCC PIER 5500 EXISTING EXISTING EXISTING 5000 10000 (MIN.) EXISTING FOOTPATH PAVED CARRIAGEWAY MEDIAN CARRIAGEWAY FOOTPATH DRAIN SHOULDER DRAIN TO BE 3500 ANTICRASH BARRIER REGRADED (ROAD TO BE AS PER REINSTATED) SCHEDULE B CAMBER CAMBER NALLAH

DRAIN DRAIN

EXISTING CRUST EXISTING CRUST

EXISTING PIPE

TCS 7 CH. A-0+150 TO CH. A-0+255 (SCALE:-1:100)

Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED AAB 1 Z:\NMMC\projects\Palm Beach Marg - 04.01.2019\presentation 16.12.2020\Cross Sections\NMMC_TYPICAL CROSS SECTION-1.dwg Vashi, Navi Mumbai - 40070 Tel: +91-22-4127 3303 / 04 Fax: +91-22-4127 3305 / 06 SCALE REV. REV. DATE OF DRAWN CHK. DES. CHK. REV. JOB NO.:- NMMC-PB-1 REVISION DETAILS DRG. NO.: NMMC/VASHI-FLYOVER-TCS-SHEET 7 OF 8/R0 A2 www.tpfepl.com - www.tpf.eu NTS NO. SYM. ISSUE BY BY BY BY R0 WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. CAD FILE: IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED WITHOUT N OF T - 00 OF 00 SHIVDAS/19/01/2021 TURBHE ROAD DOWN RAMP 41000

8500

500 7500 500 RAMP

CAMBER

DRAIN WATER PIPE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING FOOTPATH CARRIAGEWAY MEDIAN CARRIAGEWAY PAVED SHOULDER FOOTPATH 5000 2500 TO BE REGRADED AS PER SCHEDULE B DRAIN NALLA

CL 3500 (ROAD TO BE REINSTATED) CAMBER CAMBER

DRAIN

EXISTING CRUST EXISTING CRUST NALLAH TCS 8 CH . A-0+255 TO CH. A-0+430 (SCALE:-1:100)

Opposite Sanpada Railway Station, Sion - Panvel Highway, APPROVED AAB 1 Z:\NMMC\projects\Palm Beach Marg - 04.01.2019\presentation 16.12.2020\Cross Sections\NMMC_TYPICAL CROSS SECTION-1.dwg Vashi, Navi Mumbai - 40070 Tel: +91-22-4127 3303 / 04 Fax: +91-22-4127 3305 / 06 SCALE REV. REV. DATE OF DRAWN CHK. DES. CHK. REV. JOB NO.:- NMMC-PB-1 REVISION DETAILS DRG. NO.: NMMC/VASHI-FLYOVER-TCS-SHEET 8 OF 8/R0 A2 www.tpfepl.com - www.tpf.eu NTS NO. SYM. ISSUE BY BY BY BY R0 WRITTEN PERMISSION FROM AUTHORIZED REPRESENTATIVE OF TPFEPL. THIS DRAWING AND DESIGN IS THE PROPERTY OF TPF ENGINEERING PVT. LTD. CAD FILE: IT IS SUBJECT TO RECALL AND MUST NOT BE LENT COPIED OR REPRODUCED WITHOUT N OF T - 00 OF 00 SHIVDAS/19/01/2021 OVERALL WIDTH OF BRIDGE = 16600

500 600 500 7500 7500 CARRIAGEWAY CARRIAGEWAY RCC CRASH WEARING COAT BARRIER OF SYMETRY SLOPE 2.5% SLOPE 2.5%

HAUNCH HAUNCH DRAINAGE SPOUT

100x100 2600 450x150 @ 5.00 M C/C HORIZONTALLY

OF JACK TYPICAL SECTION OF PSC BOX GIRDER (SCALE 1:100) 16600 OVER ALL WIDTH OF VOIDED SLAB

500 15600 500 CLEAR CARRIAGEWAY VOIDED SLAB

7500 600 7500 MEDIAN

WEARING COAT ANTICRASH SLOPE 2.5% SLOPE 2.5% BARRIER

2000 DRAINAGE SPOUT

PSC VOID VOIDED SLAB TYPICAL CROSS SECTION OF VOIDED SLAB