Internship portfolio

Internship Portfolio Aneri Shah Final Year -B.arch HCP Design, Planning and Management Pvt. Ltd

COMPANY PROFILE:

HCP Design, Planning and Management Pvt. Ltd. provides professional services in Architectural Design, Interior Design, Engineering Design, Urban Design, Urban Planning, Construction Management and Project Management. The practice was founded by Hasmukh C. Patel in 1960. Today, HCP comprises of over 175 persons.Over the last 50 years HCP has worked on the design of many types of facilities, for example, Education, Housing, Offices, Retail, Scientific Research, Manufacturing, Transport and Recreation. It has experience in preparing Feasibility Studies, Strategic Plans, Masterplans, Urban Development Plans, Town Planning Schemes and Statutory Listings. It also has considerable experience in procurement, project management and construction supervision for small and large-scale projects. HCP’s projects are located across India and a few destinations abroad.

Hasmukh Patel | Chairman Source : HCPDPM.co.in

Master of Architecture,1959Dept. of Architecture, Cornell University, Ithaca, New York, USABachelor of Architecture, 1956MS University, Baroda, India

Bimal Patel | Director Source : HCPDPM.co.in

Doctor of Philosophy (Ph.D.) in City and Regional Planning, 1995University of California, Berkeley, USAMaster of City Planning (M.C.P.), 1988University of California, Berkeley, USAMaster of Architecture, 1988University of California, Berkeley, USADiploma in Architecture, 1984 CEPT, Ahmedabad, India

Project Influence Area

PROJECT INTRODUCTION:

Project Formulation :

The Kingdom of Bhutan is a small, landlocked mountainous country in Asia, located at the Eastern end of the Himalaya Mountains North of India and South of China. Bhutan’s capital and the largest city is Thimphu.

The city of Phuentsholing is located at a geographically and commercially strategic point on the Indo-Bhutan border and, as the main land crossing, is the “gateway” to Bhutan. Being land locked, Bhutan depends on road transport for all imports and exports and Phuensholing is the second largest city in the country.

Owing to increasing population and limited area, the city is facing a serious shortage of land for development and expansion. Sedimentation and erosion resulting directly from uncontrolled river flows has been a major contributor to the loss of valuable flat land along the western limit of the city of Phuentsholing.

Additionally, Phuentsholing is vulnerable to flood and erosion, restricting the scope for growth and sustainability of the economy of the city.

DHI-INFRA Ltd., a subsidiary company of Druk Holding and Investments (DHI), is a public limited company formed in 2011 under the Companies Act of the Kingdom of Bhutan 2000 with its Head Office in Thimphu. DHI-INFRA was established with the primary objective to promote and develop the country’s infrastructure projects to accelerate socio-economic developments. DHI-INFRA, in addition to other infrastructure projects, is overseeing the development of Amochu Land Reclamation and Township Project (ALDTP) in Phuentsholing.

The Amochu Land Reclamation & Township Project is an initiative taken up by DHI-INFRA, a subsidiary a company of Druk Holding and Investments (DHI) to oversee the development of Amochu Land Reclamation and Township Project in Phuentsholing. HCP Design Planning & Management Pvt. Ltd. has been appointed as the principal Consultants for preparing the Integrated Detailed Project Report.

Aneri Shah

The detailed activities for the preparation of the Integrated DPR are: A. Site Assessment and Field Studies B. River Training and Embankment Works C. Master Planning for Township Development D. Common Urban Infrastructure E. Business and Financial Analysis F. Environment and Social Impact Assessment G. Project Implementation Plan and Governing Framework Source: RFP for Consultancy Services for Preparation of IDPR for Development of ALRTP in Phuentsholing, Bhutan, DHI-INFRA, April 2015

Source : HCPDPM Inception Report - ALRTP

Vision for Township Development : RESILIENT RIVERFRONT

INCLUSIVE DEVELOPMENT FOR ALL CULTURAL & ECONOMIC HUB ECONOMIC DEVELOPMENT

ENVIRONMENTALLY SENSITIVE

AN IDENTITY FOR BHUTAN

The stages for preparation of the Detailed Project Report : Stage – 1: : Existing Situation Assessment and Preparation of the Inception Report

October 2015 Agreement was signed

Stage - 2: Preparation of 1st Draft Detailed Project Report

February 2016 Submission of Inception Report

May 2016 Submission of 1st DPR

Stage - 3: Preparation of 2nd Draft Detailed Project Report

Stage - 4: Preparation of the Final Detailed Project Report

August 2016 Submission of 2nd DPR

Stage 2: Preparation of 1st Draft Detailed Project Report

November 2016 Submission of Physical modelwith Final DRP

Work and Coordination (HCP Ahmedabad Office)

This stage, HCP’s Urban Designer, Planner, River Training expert, and technical experts used the Geo-technical Investigations, site surveys, hydrology studies, on-site observations etc to review the river alignment and river-training and propose options as appropriate to ensure safety, susWork and collaboration tainability, utility and value creation from the project.

They used the existing studies & report, direct on-site analyses, between Clients and Technical Experts SWOT analysis, sociocultural assessments, population projections etc (Client’s Office) to estimate future demand for land, housing and infrastructure and to identify the project requirements. This helped them to generate various viable alternatives for the Master Plan Concept.

These alternatives were reviewed rigorously internally by the HCP team and experts including environmental, sociocultural, infrastructural, Work and Coordination (HCP Ahmedabad economic expert and then submit viable options from the alternatives along Office) with Preliminary estimates. This was jointly reviewed with DHI-INFRA team and other stakeholders to identify a preferred concept for preparing the Master Plan.

The above process required a series of highly collaborative meet- Meetings and collaboings with multiple experts, designers and planners together. In order to take ration between Clients advantage of the breadth of knowledge and expertise from multiple experts and Technical Experts (HCP Ahmedabad and their teams at the same time, they held some of such joint meetings at Office) the Consultant’s office in Ahmedabad and also at client’s office at Thimphu.

This made easy for knowledge sharing, visiting live projects, meeting larger pool of people working on various projects, training and capacity building as already stated in comments of the TOR- Terms of Referance.

Presentations for

Upon finalization of the preferred Concept Master Plan, HCP team Stakeholders developed it further and prepared concepts for zoning, land use, affordable (Client’s Office) housing, transportation network, urban infrastructure, Smart City, etc. The viability of the Concept Master Plan was further vetted by preparing building typology at urban sector and block level. The 1st Draft Detailed Report including the Project Concept Master Plan and various elements were preWork and Coordination sented to various stakeholders and was submitted for approval.

Source: Inception Report- HCPDPM (HCP Ahmedabad Office)

Aneri Shah

UNDER CONSTRUCTION BRIDGE

ALDTP BOUNDARY

KAILESHWAR HILL

AMOCHU RIVER

OM

CH

UR

IVE

R

PHUENTSHOLING, BHUTAN

UTA

BH

NOTES:

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

The Site:

Base Map - Google Image Project:

DIA

IN N-

IN

ON

ATI

N TER

R

DE

OR

B AL

JAIGAON, INDIA

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD.

Remarks:

Drawing No: BM-GI-01 Scale: NTS

Date: 11 May, 2016 N

`Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

The Amochu Land Development and Township Project site is located at Phuentsholing under Chukha Dzongkhag. The site is located about 1Km from the main Phuentsholing town on the banks of River Amochu and is approached through a two lane road of about 5m carriage width.

Aneri Shah

PROPOSED AMOCHU HYDRO POWER PLANT UNDER CONSTRUCTION BRIDGE

ALDTP BOUNDARY

KAILESHWAR HILL

AMOCHU RIVER

OM

CH

UR

IVE

R

PHUENTSHOLING, BHUTAN

LEGEND DECEMBER 2004

N-

UTA

MARCH 2006

BH

NOVEMBER 2010

IA IND

E

INT

NA

TIO

A RN

ER

RD

O LB

JAIGAON, INDIA

MARCH 2012 NOVEMBER 2012 APRIL 2013 NOVEMBER 2013 DECEMBER 2014 NOTES:

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Aneri Shah

Base Map - Historical River Flow Map (Meander Belt) Project:

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

Drawing No: BM-MB-02 Scale: NTS

Date: 11 May, 2016 N

ALDTP BOUNDARY

KAILESHWAR HILL

AMOCHU RIVER

OM

CH

N

TA

U BH

NOTES:

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Aneri Shah

Base Map - Existing Water Streams Flowing into River Project:

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

N

IA I

D - IN

T

NA

R TE

IVE

R

PHUENTSHOLING, BHUTAN

R DE

OR

LB

A ION

UR

JAIGAON, INDIA

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

Drawing No: BM-ES-03 Scale: NTS

Date: 11 May, 2016 N

1

Proposed Embankment Type 1- Slope Embankment with Stone in Wire Crate ALDTP Boundary

Proposed Embankment Top Level Highest Flood Level for 7100 Cumecs Frequent Flood Level for 2558 Cumecs

Diaphragm Wall

Proposed River bed Level

Scour Depth

2

1

2

2

Proposed Embankment Type 2 (Alternate 1) - RCC Retaining Wall Embankment ALDTP Boundary

Proposed Embankment Top Level Highest Flood Level for 7100 Cumecs Frequent Flood Level for 2558 Cumecs Proposed River bed Level

Diaphragm Wall

1

Scour Depth

3

1 2'

1

Proposed Embankment Type 2 (Alternate 2) - Stone Wall Embankment ALDTP Boundary

3

Proposed Embankment Top Level Highest Flood Level for 7100 Cumecs Frequent Flood Level for 2558 Cumecs

Diaphragm Wall

Proposed River bed Level

3

Scour Depth

Proposed Embankment Type 3 - End Termination Junctions Embankment ALDTP Boundary

ALDTP Boundary Highest Flood Level for 7100 Cumecs Frequent Flood Level for 2558 Cumecs

Proposed River bed Level Diaphragm Wall

3

4 Legend:

Proposed Embankment Type 4 - Bhutan - India International Border Embankment ALDTP Boundary

4

International Boundary

Scour Depth

Bhutan - India International Boundary

ALDTP Area Boundary

Proposed Embankment Top Level

Tentative Curvature for River Training

Highest Flood Level for 7100 Cumecs Frequent Flood Level for 2558 Cumecs

Center line of Curvature for River Training Proposed Bridge Location

Existing River Bed Level

Amochu LAP Boundary Phuentsholing Urban Area Boundary

NOTES:

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Aneri Shah

River Embankment Masterplan Project:

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

Drawing No: BM-RE-11 Scale: NTS

Date: 11 May, 2016 N

RAILING

LOWER WALKWAY

RAILING

LOWER WALKWAY

+ 191.46 - FFL FOR 2558 CUMECS

+ 191.46 - FFL FOR 2558 CUMECS

STONES IN WIRE CRATES 1.20M THICK GALVANIZED REINFORCEMENT

TURN BUCKLE

DEAD MAN ANCHOR 1.50M x 0.60M

SLOPE 1:2

EXISTING RIVER BED LEVEL

PROPOSED RIVER EDGE

PROPOSED RECLAIMED LAND FOR DEVELOPMENT

SLOPE 1:2

EXISTING RIVER BED LEVEL

STONES IN WIRE CRATES 1.20M THICK

+ 189.98 - PROPOSED RIVER BED LEVEL

+ 189.98 - PROPOSED RIVER BED LEVEL

GALVANIZED REINFORCEMENT BOULDERS

BOULDERS

DEAD MAN ANCHOR 1.50M x 0.60M

TURN BUCKLE

STONE IN WIRE CRATE

0.6M THICK DIAPHRAGM WALL

UPPER PROMENADE / WALKWAY UPPER WALKWAY 5.0

SLOPE EMBANKMENT RAILING

UPPER PROMENADE / WALKWAY

LOWER PROMENADE / WALKWAY

5.0 PLANT SPECIES

7.5

5.0

GRASS

LOWER WALKWAY

0.6M THICK DIAPHRAGM WALL

SLOPE EMBANKMENT

LOWER PROMENADE / WALKWAY

5.0

7.5

+ 194.43 - TOP OF EMBANKMENT LEVEL SCOUR DEPTH 17.5

17.5

UPPER WALKWAY

PRECAST PAVER BLOCKS

SCOUR DEPTH

PRECAST PAVER BLOCKS + 193.24 - HFL FOR 7100 CUMECS

0.20M THICK ANCHOR SLAB IN M:25

2.5

SLOPE 1:2

RAILING TYPICAL SLOPE EMBANKMENT - SECTION A-A (Ref. Chainage 2,109.710)

TYPICAL SLOPE EMBANKMENT - SECTION A-A (Ref. Chainage 2,109.710)LOWER WALKWAY

+ 191.46 - FFL FOR 2558 CUMECS SLOPE 1:2

EXISTING RIVER BED LEVEL

STONES IN WIRE CRATES 1.20M THICK

DEAD MAN ANCHOR

+ 189.98 - PROPOSED RIVER BED LEVEL

TURN BUCKLE

GALVANIZED REINFORCEMENT BOULDERS

DIAPHRAGM WALL

TURN BUCKLE

DEAD MAN ANCHOR

BOULDERS

ISOMETRIC 3D - TYPICAL SLOPE EMBANKMENT

TURN BUCKLE

DEAD MAN ANCHOR 1.50M x 0.60M

GALVANIZED REINFORCEMENT

GALVANIZED REINFORCEMENT

DIAPHRAGM WALL

BOULDERS

ISOMETRIC 3D - TYPICAL SLOPE EMBANKMENT

0.60M THICK DIAPHRAGM WALL

UPPER PROMENADE / WALKWAY

A

5.0

SLOPE EMBANKMENT

LOWER PROMENADE / WALKWAY

A

5.0

LEVEL + 914.43

7.5

LEVEL + 191.76

SCOUR DEPTH

LEVEL + 191.76

17.5

A

A

LEVEL + 914.43

TYPICAL SLOPE EMBANKMENT - SECTION A-A (Ref. Chainage 2,109.710)

DEAD MAN ANCHOR

TURN BUCKLE

DIAPHRAGM WALL

GALVANIZED REINFORCEMENT

BOULDERS

ISOMETRIC 3D - TYPICAL SLOPE EMBANKMENT 1.0

1.0

GARDEN SOIL

DETAIL PAVER BLOCK PLAN RAILING

3

3

5

TYPICAL SLOPE EMBANKMENT - PLAN

Typical Project:

GARDEN SOIL

DETAIL PAVER BLOCK PLAN

STONE IN WIRE CRATE

3.0

PROPOSED RIVER BED 4.5

1.0

0.5

DETAIL PAVER BLOCK SECTION

1.0

It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Client: Project:

KEY MAP DETAIL PAVER BLOCK DETAIL SECTION PAVER BLOCK SECTION

DETAIL PAVER BLOCK VIEW

NOTES: This drawing and the design it covers is the property of HCP Design, Planningin and Wire Management Pvt. Ltd. Typical Cross Section - Slope Embankment (Stone Crates - Triangular CrossPaver Section Blocks) - Slope 1.0

Embankment (Stone in WireRemarks: Crates - Hexagonal

DHI -0.8INFRA Ltd., BHUTAN

VETIVER GRASS

Client:

DESIGN,&PLANNING AND MANAGEMENT PVT. LTD.Bhutan. Consultant: Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant: Amochu Land HCP Development Township Project (ALDTP), Phuentsholing, `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

DETAIL PAVER BLOCK VIEW

Drawing No: CS-SE-02 Sr. No. ELEMENT Paver Blocks) 01

NO. OF ACCESS

03

NO. OF GHATS

DETAIL PAVER BLOCK

NO. OF ELEMENT / LENGTH 98 NUMBER 18 NUMBER 8 NUMBER N 10,549.1 RUNNING METER

NO. OF RAMPS 02 NTS DHI Scale: - INFRA Ltd., BHUTAN Date: 11 May, 2016

HCP DESIGN, PLANNING LENGTH OF EMBANKMENTAND MANAGEMENT PVT. LTD. 04 `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

PRECAST PAVER BLOCK

GARDEN SOIL

DETAIL PAVER BLOCK PLAN RAILING

RAILING

PRECAST PAVER BLOCK

0.2

LOWER WALKWAY

1.0

It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

STONE IN WIRE CRATE

DIAPHRAGM WALL

2.0

3.0

SLOPE WITH PRECAST PAVERS BLOCKS 5.0

LOWER WALKWAY 3.0

It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Aneri Shah

PROPOSED RIVER BED 4.5

0.5

1.0

DETAIL PAVER BLOCK SECTION

TYPICAL SLOPE EMBANKMENT - PLAN

NOTES: This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd.

0.2

BOULDERS UPPER WALKWAY

DETAIL PAVER BLOCK VIEW

DETAIL PAVER BLOCK SECTION

Typical Cross Section - Slope Embankment (Stone in Wire Crates - Circular Paver Blocks) Project:

VETIVER GRASS

BOULDERS SLOPE WITH PRECAST PAVERS BLOCKS 5.0

TYPICAL SLOPE EMBANKMENT - PLAN

NOTES: This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd.

LENGTH OF EMBANKMENT

NO. OF ELEMENT / LENGTH 125 NUMBER 23 NUMBER 10 NUMBER 10,549.1 RUNNING METER

STONE IN WIRE CRATE

0.2

BOULDERS UPPER WALKWAY PROPOSED RIVER BED 2.0 1 3.0

LOWER WALKWAY

NO. OF RAMPS NO. OF GHATS

DIAPHRAGM WALL

0.8

2

SLOPE WITH PRECAST PAVERS BLOCKS 5

ELEMENT NO. OF ACCESS

RAILING

RAILING

DIAPHRAGM WALL UPPER WALKWAY

Sr. No. 01 02 03 04

0.8

PRECAST PAVER BLOCK

LEVEL + 191.76

RAILING

1.0

1.0

A LEVEL + 914.43

0.7

A

0.8

VETIVER GRASS

0.6

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN

HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

KEY MAP

Drawing No: CS-SE-01 Scale: NTS

Date: 11 May, 2016 N

Remarks:

PROPOSED RIVER EDGE

PROPOSED RECLAIMED LAND FOR DEVELOPMENT

RCC WALL

UPPER WALKWAY

LOWER WALKWAY

UPPER WALKWAY RAILING + 202.14 - TOP OF EMBANKMENT LVL

RCC RETAINING WALL

2.5

+ 200.95 - HFL FOR 7100 CUMECS RAILING

LOWER WALKWAY

+ 199.15 - FFL FOR 2558 CUMECS SLOPE 1:2 EXISTING RIVER BED LEVEL + 197.14 - PROPOSED RIVERBED LVL BOULDERS

0.6M THICK DIAPHRAGM WALL

UPPER PROMENADE / WALKWAY

LOWER PROMENADE / WALKWAY

5.0

SCOUR DEPTH

7.5 12.7

TYPICAL RCC EMBANKMENT - SECTION A-A (Ref. Chainage 3,409.270)

A

LEVEL + 202.14

A

LEVEL + 199.45

ANCHOR SLAB

DIAPHRAGM WALL

BOULDERS

ISOMETRIC 3D - TYPICAL RCC WALL EMBANKMENT

Sr. No. 01 02 03 04

ELEMENT NO. OF ACCESS NO. OF RAMPS NO. OF GHATS LENGTH OF EMBANKMENT

NO. OF ELEMENT / LENGTH 21 NUMBER 3 NUMBER 2 NUMBER 1813.09 RUNNING METER

RAILING

RAILING

DIAPHRAGM WALL

RCC WALL

BOULDERS UPPER WALKWAY 2.0

LOWER WALKWAY 3.0

3.0

PROPOSED RIVER BED 4.5

0.5

KEY MAP

TYPICAL RCC EMBANKMENT - PLAN

NOTES: This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd.

It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Aneri Shah

Typical Cross Section - RCC Wall Embankment Project:

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

Drawing No: CS-RW-05 Scale: NTS

Date: 11 May, 2016 N

PROPOSED RIVER EDGE

PROPOSED RECLAIMED LAND FOR DEVELOPMENT

STONE WALL

UPPER WALKWAY

LOWER WALKWAY

UPPER WALKWAY RAILING + 202.14 - TOP OF EMBANKMENT LVL

STONE MASONRY IN C:M 1:3 3

+ 200.95 - HFL FOR 7100 CUMECS RAILING

LOWER WALKWAY

+ 199.15 - FFL FOR 2558 CUMECS SLOPE 1:2 EXISTING RIVER BED LEVEL + 197.14 - PROPOSED RIVERBED LVL BOULDERS

0.6M THICK DIAPHRAGM WALL

UPPER PROMENADE / WALKWAY

LOWER PROMENADE / WALKWAY

6.0

SCOUR DEPTH

7.5 13.7

TYPICAL STONE EMBANKMENT - SECTION A-A (Ref. Chainage 3,409.270)

A

LEVEL + 202.14

A

LEVEL + 199.45

ANCHOR SLAB

DIAPHRAGM WALL

BOULDERS

ISOMETRIC 3D - TYPICAL STONE WALL EMBANKMENT

Sr. No. 01 02 03 04

ELEMENT NO. OF ACCESS NO. OF RAMPS NO. OF GHATS LENGTH OF EMBANKMENT

NO. OF ELEMENT / LENGTH 21 NUMBER 3 NUMBER 2 NUMBER 1813.09 RUNNING METER

RAILING

RAILING

DIAPHRAGM WALL BOULDERS

STONE WALL UPPER WALKWAY 2.0

LOWER WALKWAY 3.0

1.0

3.0

PROPOSED RIVER BED 4.5

0.5

KEY MAP

TYPICAL STONE EMBANKMENT - PLAN

NOTES: This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd.

It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Aneri Shah

Typical Cross Section - Stone Wall Embankment Project:

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

Drawing No: CS-SW-04 Scale: NTS

Date: 11 May, 2016 N

PROPOSED RIVER EDGE

ALDTP BOUNDARY

TOORSA TAAR LAP BOUNDARY

STONES IN WIRE CRATES 1200mm THICK LOWER WALKWAY

SLOPE 1:2

+ 228.11 - HFL FOR 7100 CUMECS

200mm THK ANCHOR SLAB IN M:25

LVL +227.28

LVL +227.19

SLOPE 1:500

+ 226.89 - FFL FOR 2558 CUMECS

EXISTING RIVER BED LEVEL

GALVANIZED REINFORCEMENT DEAD MAN ANCHOR 1.50m x 0.60m

+ 224 - PROPOSED RIVER BED LEVEL

TURN BUCKLE

BOULDERS 0.6 M THK DIAPHRAGM WALL

SCOUR DEPTH

SLOPE PROTECTION VARYING

LOWER WALKWAY VARYING

PROPOSED RIVER EDGE

ALDTP BOUNDARY

TOORSA TAAR LAP BOUNDARY

SECTION A-A (Ref. Ch. 8108.060) (Scale- 1:100)

LOWER WALKWAY STONES IN WIRE CRATES 1200mm THICK

+ 229.24 - HFL FOR 7100 CUMECS

200mm THK ANCHOR SLAB IN M:25

SLOPE 1:2 LVL +228.26

SLOPE 1:500

LVL +228.22

+ 227.92 - FFL FOR 2558 CUMECS BOULDERS

+ 225.35 - PROPOSED RIVER BED LEVEL

32mm TOR @ 1.75m C/C GALVANIZED REINFORCEMENT DEAD MAN ANCHOR 1.50m x 0.60m

TURN BUCKLE EXISTING RIVER BED LEVEL 600mm THK DIAPHRAGM WALL

Sr. No. 01 02 03 04

ELEMENT NO. OF ACCESS NO. OF RAMPS NO. OF GHATS LENGTH OF EMBANKMENT

NO. OF ELEMENT / LENGTH 2 NUMBER 0 NUMBER 0 NUMBER 556.67 RUNNING METER

SCOUR DEPTH 1

2

SLOPE PROTECTION VARYING

PLAN (Scale- 1:1000)

NOTES:

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Aneri Shah

LOWER WALKWAY VARYING

3

SECTION B-B (Ref. Ch. 208.040) (Scale- 1:100)

KEY MAP

Typical Cross Section - End Termination Junction - Example at Toorsa Tar Project:

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

TYPICAL END DETAILS

Drawing No: CS-TT-06 Scale: NTS

Date: 11 May, 2016 N

BHUTAN - INDIA BORDER

PROJECT BOUNDARY

195 194 193 192 191 190 189 188 187 186

UPPER WALKWAY

RAILING 185

+ 184.50 - TOP OF EMBANKMENT LEVEL

184 STONE PITCHING 183 + 182.31 - HFL FOR 7100 CUMECS 182 + 181.02 - FFL FOR 2558 CUMECS

181

7.5

2

180

1

179 EXISTING RIVER BEDLEVEL

178 177

100 M BUFFER- NO DEVELOPMENT AREA

5

15

1

176

1.5

175

TYPICAL BHUTAN - INDIA BORDER EMBANKMENT SECTION A-A SLOPE WITH STONE PITCHING

PROJECT BOUNDARY

RAILING

BHUTAN - INDIA BORDER

UPPER WALKWAY

UPPER WALKWAY

GRASS

STONE PITCHING

EXISTING RIVER BED LEVEL

ISOMETRIC 3D - TYPICAL BHUTAN - INDIA BORDER EMBANKMENT A

A

Sr. No. 01 02 03 04

5

15

3

NOTES:

Aneri Shah

LENGTH OF EMBANKMENT

KEY MAP

Typical Cross Section - End Termination Junction - Bhutan- India International Border Project:

NO. OF ELEMENT / LENGTH 2 NUMBER 0 NUMBER 0 NUMBER 1357.48 RUNNING METER

1.5

TYPICAL BHUTAN - INDIA BORDER EMBANKMENT - PLAN

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

ELEMENT NO. OF ACCESS NO. OF RAMPS NO. OF GHATS

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN

HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

END TERMINATION JUNCTION AT BHUTAN - INDIA INTERNATIONAL BOUNDARY

Drawing No: CS-BI-07 Scale: NTS

Date: 11 May, 2016 N

STAGE 1 - Existing Condition

STAGE 2 - Construction of Working Platform

Varying

STAGE 3 - Construction of RCC Guide Wall

Varying

Location of Diaphragm Wall

Project Boundary

STAGE 4 - Digging Trench & Pouring Bentonite Slurry

Varying

Location of Diaphragm Wall

Project Boundary

Varying

Location of Diaphragm Wall

Project Boundary

Location of Diaphragm Wall

Project Boundary

Grab

1.Construct Working Platform

Proposed Embankment Level High Flood Level

2. Construct RCC Guide Walls

Proposed Embankment Level High Flood Level

Frequent Flood Level AMOCHU RIVER River Bed Level Variable

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

Proposed Embankment Level High Flood Level

Proposed Embankment Level High Flood Level

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

Scour Depth

STAGE 5 - Lowering the Reinforcement Cage

STAGE 6 - Pouring Concrete

Varying

STAGE 7 - RCC Wall

Varying

Location of Diaphragm Wall

Project Boundary

STAGE 8 - Laying Deadman Anchor

Varying

Location of Diaphragm Wall

Project Boundary

4. Lower Reinforcement Cage

Varying

Location of Diaphragm Wall

Project Boundary

Location of Diaphragm Wall

Project Boundary

Galvanized Reinforcement

7. Shuttering and Pouring Concrete

5. Pour concrete 6. 600mm overflow with reinforcement bar sticking out

Proposed Embankment Level High Flood Level

Turn Buckle

Funnel

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

Scour Depth

STAGE 9 - Land Filling

Proposed Embankment Level High Flood Level

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

Scour Depth

Scour Depth

Scour Depth

Diaphragm Wall

Diaphragm Wall

STAGE 10 - Stone in Wire Crates

Varying

8. Lay Dead man Anchor

Proposed Embankment Level High Flood Level

STAGE 11 - Garden Soil

Varying

Varying

Location of Diaphragm Wall

Project Boundary

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

STAGE 12 - Flooring Finishes

Varying Varying

Location of Diaphragm Wall

Project Boundary

Proposed Embankment Level High Flood Level Slope-1:2

Location of Diaphragm Wall

Project Boundary

5M Walkway

Project Boundary

Varying Slope

7.5 M Walkway

Location of Diaphragm Wall

14. Lay PCC Flooring

10. Lay Stone in Wire Crate

9. Land Filling

Slope-1:2 Slope-1:2

Slope-1:2

15.Lay Precast Paver Blocks

Proposed Embankment Level High Flood Level

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

Slope-1:2

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

Proposed Embankment Level High Flood Level Slope-1:2

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

Scour Depth

Scour Depth

Scour Depth

Scour Depth

Diaphragm Wall

Diaphragm Wall

Diaphragm Wall

Diaphragm Wall

STAGE 14 - Proposed Slope Embankment - Stone in Wire Crates

Varying

Project Boundary

13. Land Filling

Proposed Embankment Level High Flood Level

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

STAGE 13 - Plantation

Varying

12. Lay Garden Soil

Proposed Embankment Level High Flood Level

Varying 5M Walkway

Varying Slope

7.5 M Walkway

Varying Location of Diaphragm Wall

Project Boundary

5M Walkway

Varying Slope

7.5 M Walkway

Location of Diaphragm Wall

Upper Level Walkway

16. Plant Grass

General Earth Fill

Slope-1:2

NOTES:

Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

Slope-1:2

Proposed Embankment Level High Flood Level Frequent Flood Level AMOCHU RIVER Proposed River Bed Level Variable

Scour Depth

Scour Depth

Diaphragm Wall

Diaphragm Wall

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Aneri Shah

Slope with Vetiver Grass Lower Level Walkway

Proposed Embankment Level High Flood Level

Conceptual Construction Sequence - Slope Embankment Project:

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

Drawing No: CS-SE-27 Scale: NTS

Date: 11 May, 2016 N

SECTION X-X

ELEVATION

(Scale - 1:1000)

(Scale - 1:500)

SECTION Y-Y (Scale - 1:150) DIAPHRAGM WALL

UPPER WALKWAY

ACCESS

3-D VIEW AT OMCHU-AMOCHU CONFLUENCE

NOTES:

Aneri Shah

BRIDGE

Sr. No. 01 02 03 04

ELEMENT NO. OF ACCESS NO. OF RAMPS NO. OF GHATS LENGTH OF EMBANKMENT

KEY MAP

(Scale 1:1000)

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

BAFFLES

LOWER WALKWAY

RAMP

PLAN

OPEN OUTFALL

Detail at Confluence of Omchu & Amochu River Project:

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

NO. OF ELEMENT / LENGTH 2 NUMBER 2 NUMBER 0 NUMBER 880.48 RUNNING METER

DETAIL AT OMCHU AMOCHU JUNCTION

Drawing No: CS-OA-11 Scale: As Shown

Date: 11 May, 2016 N

SAMTSE - PHUENTSHOLING HIGHWAY

RECOMMENDATION FOR HILL SLOPE PROTECTION - STONE WALL

TYPICAL SECTION - HILL SLOPE PROTECTION - STONE WALL

(SCALE 1:75)

RECOMMENDATION FOR HILL SLOPE PROTECTION - RCC WALL

7 SAMSTE-PHUENTSHOLING HIGHWAY

8

3

8

SLOPE PROTECTION

TYPICAL SECTION - HILL SLOPE PROTECTION - RCC WALL (Ref Chainage 4,552.15) (SCALE 1:75)

1

SLOPE PROTECTION

TYPICAL SECTION - HILL SLOPE PROTECTION (Ref Chainage 4,552.15)

KEY MAP

(SCALE 1:250)

NOTES:

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Aneri Shah

Typical Hill Slope Protection Detail Along Samtse - Phuentsholing Highway Project:

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

HILL SLOPE PROTECTION

Drawing No: CS-SP-15 Scale: NTS

Date: 11 May, 2016 N

De tail -'A '

sed E mbank Level +203.5 ment 2

W

Proposed River Be d Level +1 98.25

LOW

gm phra ll Wa

ER

LEV

EL

WA

LKW

AY

pos e Lev d Em el + ban 202 km .46 ent

Pro

Pro

Dia

Pro

tfall Ou pen dO Sin Para gle S id llel Acc e ess

00

ose

Sin Para gle Sid llel A e cces s

pos e Lev d Em el + ban 202 km .14 ent

Ghat

1:5

s

Pro p

Single Sid e Parallel Ac ces

Sc ale

Propo sed E mbank Level +203.2 ment 5

-1

Propo

pen O sed O

Scale

Propo

ent

Single Side Parallel Access

Proposed River Bed Level +199.35

AY ALKW

1:500

utfall 2

Proposed Embankm Level+204.58

ent VEL

ER LE

LOW

Proposed Embankm Level +204.35

Outfall - 3

ed pos nt Pro nkme 0 ba 6.0 Em l +20 e v e L

S

e Sid ss gle Sin l Acce lle Para

Scale 1:500

Proposed Open ed pos nt Pro nkme 4 6.1 ba Em l + 20 e Lev

0 :50 1 cale ed pos

Op

O en

ll utfa

-4

R

UPPE

Ramp

AY

ALKW

LW LEVE

Pro

po Le sed R vel +1 iver B 97 .14 ed

d

e erB Riv .00 ed 1 pos +20 Pro evel L

Samtse-Phuentsholing Highway

Open Outfall

Slope-1:500

SECTION - OPEN OUTFALL (OPTION 1) (Scale - 1:500)

ALDTP Boundary

Baffle Chutes

Amochu Lap

Samtse-Phuentsholing Highway

ALDTP Boundary

Baffle Chutes

Amochu Lap

OPEN OUTFALL - KEY PLAN (Scale- 1:2000)

Open Outfall

Slope-1:500

ALDTP Bou

ALDTP Bou ndary

ndary

SECTION - OPEN OUTFALL (OPTION 2) (Scale - 1:500)

Reclaimed Land

Reclaimed Land Baffle Chutes

4

Samste- Phuentsholing Highway

Samste- Phuentsholing Highway

Baffle Chutes

Open Outfall

NOTES:

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

1

Reclaimed Land

Aneri Shah

DETAIL AT 'A' - OPEN OUTFALL AT SAMSTE - PHUENTSHOLING HIGHWAY (OPTION 2) (Scale - 1:500)

Integration of Natural Outfall - Alternative Junctions Project:

2

Open Outfall

Reclaimed Land

DETAIL AT 'A' - OPEN OUTFALL AT SAMSTE - PHUENTSHOLING HIGHWAY (OPTION 1) (Scale - 1:500)

3

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

KEY MAP

Remarks:

OPEN OUTFALLS

Drawing No: CS-OF-12A Scale: NTS

Date: 11 May, 2016 N

ALDTP Boundary

Amochu Lap

Baffle Chutes

Samtse-Phuentsholing Highway

+ 199.00 - Invert Level

Proposed River Edge

Slope-1:500

Level + 198.750

+ 202.140 - Top of Embankment Level + 200.950 - Highest Flood Level for 7100 cumecs + 199.150 - Frequent Flood Level for 2558 cumecs

Level + 198.000

+ 197.140 - Proposed River bed Level

SLOPE- 1:2

Baffle Chutes

Proposed Embankment Level +202.46

Proposed Embankment Level +202.14

Highw tsholing -Phuen Samste

ay

Amochu LAP

Existing River bed Level

Project Bounda ry

OPEN OUTFALL 1 - SECTION 1-1 (Ref. Chainage 3,409.270) (Scale - 1:500)

Proposed RiverBed Level +197.14

Slope - 1:500

Proposed Open Outfall - 1

OPEN OUTFALL 1 - PLAN (Scale - 1:500)

BAFFLE CHUTES

BRIDGE

OPEN OUTFALL RCC WALL

+ 202.090 - PROPOSED EMBANKMENT LEVEL + 200.950 - HIGHEST FLOOD LEVEL FOR 7100 CUMECS EXISTING RIVERBED LEVEL + 199.150 - FREQUENT FLOOD LEVEL FOR 2558 CUMECS

+ 197.140 - PROPOSED RIVER BED LEVEL

OPEN OUTFALL 1 - SECTION X-X (Ref. Chainage 3,409.270) (Scale - 1:100) 1

+ 202.090 - PROPOSED EMBANKMENT LEVEL + 200.950 - HIGHEST FLOOD LEVEL FOR 7100 CUMECS

+ 199.150 - FREQUENT FLOOD LEVEL FOR 2558 CUMECS EXISTING RIVERBED LEVEL + 197.140 - PROPOSED RIVER BED LEVEL

OPEN OUTFALL - TYPICAL VIEW

OPEN OUTFALL 1 - SECTION Y-Y (Ref. Chainage 3,409.270) (Scale - 1:100)

NOTES:

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Aneri Shah

LOWER WALKWAY

OPEN OUTFALL

PROPOSED RIVER BED

KEY MAP

Integration of Natural Outfall - Typical Details Project:

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

OPEN OUTFALLS

Drawing No: CS-OF-12B Scale: NTS

Date: 11 May, 2016 N

OPEN SAMTSE - PHUENTSHOLING HIGHWAY CHANNEL

1:2

HILL SLOPE PROTECTION

BUFFER BAFFLE

1:500 Slope

LVL +210.62

DUCTED OUTFALL 8 - SECTION (Ref. Ch. 4208.85) (Scale - 1:500) RECLAIMED LAND SLOPE EMBANKMENT DIAPHRAGM WALL

PROJECT BOUNDARY

WATER STREAM

SLOPE PROTECTION

+ 206.55 - TOP OF EMBANKMENT LEVEL + 201.55 - PROPOSED RIVERBED LEVEL DUCTED OUTFALL

SAMTSE PHUENTSHOLING HIGHWAY

SLOPE PROTECTION UPPER LEVEL WALKWAY RECLAIMED LAND

+ 203.86 - LOWER WALKWAY LEVEL

DUCTED OUTFALL 8 - PLAN (Ref. Ch. 4208.85) (Scale - 1:500)

SAMSTE PHUENTSHOLING HIGHWAY

1:2

+208.76 - TOP OF EMBANKMENT LEVEL +207.57 - HFL FOR 7100 CUMECS +205.77 - FFL FOR 2558 CUMECS +203.21 - PROPOSED RIVER BED LEVEL

1:500 Slope

LVL +240.02

DUCTED OUTFALL 9 - SECTION (Ref. Ch. 4608.83) (Scale -1:500) SLOPE EMBANKMENT

RECLAIMED LAND PROJECT BOUNDARY

WATER STREAM

SAMTSE PHUENTSHOLING HIGHWAY

DIAPHRAGM WALL

SLOPE PROTECTION

+208.76 - TOP OF EMBANKMENT LEVEL +203.21 - PROPOSED RIVER BED LEVEL + 209.19 - TOP OF EMBANKMENT LEVEL

SLOPE PROTECTION

UPPER LEVEL WALKWAY

UPPER LEVEL WALKWAY

DUCTED OUTFALL

STONE IN WIRE CRATE

LOWER LEVEL WALKWAY

DIAPHRAGM WALL

ACCESS

DUCT

SLOPE EMBANKMENT

VIEW - TYPICAL DUCTED OUTFALL (FOR EXISTING OUTFALL UNDER SAMTSE - PHUENTSHOLING HIGHWAY) RECLAIMED LAND

DUCTED OUTFALL 9 - PLAN (Ref. Ch. 4608.83) (Scale - 1:500)

SAMSTE PHUENTSHOLING HIGHWAY

1:2

+214.97 - TOP OF EMBANKMENT LEVEL LVL +210.17

+214.83 - TOP OF EMBANKMENT LEVEL +213.64 - HFL FOR 7100 CUMECS +211.83 - FFL FOR 2558 CUMECS +209.83 - PROPOSED RIVER BED LEVEL

1:500 Slope

9

8

11

DUCTED OUTFALL 11 - SECTION (Ref. Ch. 5708.81) (Scale -1:500)

WATER STREAM

SAMTSE PHUENTSHOLING HIGHWAY

RECLAIMED LAND

SLOPE EMBANKMENT DIAPHRAGM WALL

PROJECT BOUNDARY SLOPE PROTECTION

+ 214.83 - TOP OF EMBANKMENT LEVEL

+ 209.83 - PROPOSED RIVERBED LEVEL DUCTED OUTFALL

SLOPE PROTECTION

+ 214.97 - TOP OF EMBANKMENT LEVEL UPPER LEVEL WALKWAY

+ 212.13- LOWER WALKWAY LEVEL

RECLAIMED LAND

DUCTED OUTFALL 11 - PLAN (Ref. Ch. 5708.81) (Scale -1:500)

NOTES:

This drawing and the design it covers is the property of HCP Design, Planning and Management Pvt. Ltd. It is merely loaned on the borrower's express agreement that it will not be reproduced, copied, loaned, exhibited nor used except in a limited way and private use as permitted by any written consent given by the lender to the borrower.

These drawings are not construction drawings nor do they purport to be so. They are conceptual design drawings intended to give conceptual understanding of the project. Modifications in the design and quantities are to be expected in final construction drawings.

All dimensions are in meter (M). And are to be read and not measured. Refer detailed drawings wherever relevant.

Aneri Shah

DUCTED OUTFALLS

KEY MAP

Typical Ducted Outfall (For Existing Outfall under Samtse - Phuentsholing Highway) Project:

Client:

Amochu Land Development & Township Project (ALDTP), Phuentsholing, Bhutan. Consultant:

DHI - INFRA Ltd., BHUTAN

HCP DESIGN, PLANNING AND MANAGEMENT PVT. LTD. `Paritosh', Usmanpura, Ahmedabad - 380 013, Gujarat, INDIA Tel: (079) 27550875 Fax: (079) 27552924 www.hcp.co.in

Remarks:

Drawing No: CS-DO-13B Scale: NTS

Date: 11 May, 2016 N

Planing Methodolody – Urban Fabric Study

Planning Methodology – Study for ground usage

Study of city fabric of urban cities and understanding of the existing contextual city fabric of Phuentsholing gives the guidelines to the planning methodology for urban blocks later the study of one block’s ground coverage was done to understand built open relationship.

Contextual building typology and street typology study results in the understanding of the need to the area for certain emenities in the future township to be proposed.

Planning Methodology – Study Of Contextual Building Typology

Aneri Shah

Study for Ground Usage Planning Methodology – Street Typology

DEVELOPMENT OF AMOCHU LAND RECLAMATION AND TOWNSHIP PROJECT IN PHUENTSHOLING, BHUTAN HCP DESIGN, PLANNING AND PROJECT MANAGEMENT PVT. LTD.

Scale 1:5000 Date 01 March, 2016

Aneri Shah