- revervoir (550000 litres)

- main pipe(110Ø

)

- sub main pipe (50Ø

)

- revervoir (550000 litres)

Distribution lines for Bondeym

a Industrial Park, Mongar

A. GENERAL

1. READ THIS DRAWINGS IN CONJUNCTION W

ITH ARCHITECTS' AND OTHER ENGINEERS' DRAWINGS AND SPECIFICATIONS, AND SUCH OTHER W

RITTEN INSTRUCTIONS AS MAY BE ISSUED.

2. ALL DIMENSIONS ARE IN MILLIMETER UNLESS STATED OTHERWISE.

3. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWINGS.

4. DESIGN CONFIRMS TO: IS456:2000 CODE OF PRACTICE FOR PLAIN AND REINFORCED CONCRETE IS4326:1993 EARTHQUAKE RESISTANT DESIGN AND CONSTRUCTION OF BUILDINGS IS13920:1993 DUCTILE DETAILING OF REINFORCED CONCRETE STRUCTURES SUBJECTED TO SEISMIC FORCES IS1893:2002 IMPORTANCE FACTOR OF 1.0 & ZONE FACTOR 0.36. PSUEDO STATIC ANALYSIS PERFORMED.5. VERIFY ALL SETTING OUT DIMENSIONS W

ITH THE ENGINEER/ARCHITECT. VERIFY LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, W

ASHES, DRIPS, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAW

INGS.

6. REFER ANY DISCREPANCY TO ENGINEER/ARCHITECT BEFORE PROCEEDING WITH THE W

ORK.

7. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL COMPLY W

ITH THE SPECIFICATIONS FOR BUILDING AND ROAD WORKS TOGETHER W

ITH THE REQUIREMENTS OF ALL RELEVANT CODES OFPRACTICE REFERRED TO HEREIN AND THE REQUIREMENTS OF ALL STATUTORY AUTHORITIES.

8. CHECK ALL DIMENSIONS BEFORE STARTING WORK.

9. ALWAYS REFER ADDITIONAL NOTES PROVIDED IN THE DRAW

INGS.

10. UNLESS OTHERWISE INDICATED, DETAILS SHOW

N ARE TO BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS.

11. NO FRAMING OR STRUCTURAL MEMBERS ARE TO BE MODIFIED, NOTCHED, OR CUT WITHOUT THE APPROVAL OF THE PROJECT ENGINEER.

12. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE CONTRACT DRAW

INGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER BEFORE PROCEEDING WITH

THE AFFECTED WORK. ANY VARIATIONS OR SUBSTITUTIONS OF MATERIALS OR DETAILS FROM THOSE INDICATED ON THE DRAW

INGS MAY ONLY BE MADE WITH PRIOR APPROVAL OF THE PROJECT ENGINEER.

B. TANK BASE SLAB

1. TANK BASE SLAB ARE DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 150KPA. ASSUMED SAFE AS PER SOIL TEST REPORT SUBMITTED AND

UPON JUDGEMENT ON THE SAME.

2. TANK BASE SLAB SHALL BEAR ON UNDISTURBED NATURAL MATERIAL OR PROPERLY PLACED AND COMPACTED CONTROLLED STRUCTURAL FILL HAVING A MINIMUM BEARING CAPACITY OF 120 KPA.

3. CONTROLLED STRUCTURAL FILL SHALL CONSIST OF CLEAN GRANULAR MATERIAL FREE OF ORGANIC OR OTHER DELETERIOUS MATTER AND CONFORM TO THE REQUIREMENTS OF STANDARDS AND QUALITY CONTROL AUTHORITY.

4. IF SEEPAGE IS ENCOUNTERED DURING FOUNDATION EXCAVATION, PUMP OUT WATER BEFORE PLACING CONCRETE.

5. THE TANK BASE SLAB SHALL BE PLACED ON A PCC MAT 100 MM THICK.(REFER SECTIONAL DRAWINGS)

C. CONCRETE

1. CONCRETE QUALITY SHALL COMPLY WITH IS456:2000

2. GRADE OF CONCRETE IS M 25 FOR ALL RCC WORKS.

3. FOR THE ABOVE GRADE TO BE ACHIEVED, MAXIMUM FREE WATER-CEMENT RATIO SHALL BE 0.5, MINIMUM CEMENT CONTENT

SHALL BE 300KG/M3 AND MAXIMUM AMOUNT OF WATER SHALL BE 165L FOR 300KG/M3 OF CEMENT.

4. ONLY POTABLE WATER SHALL BE USED FOR MIXING AND CURING, AND SHALL COMPLY TO THE REQUIREMENTS OF IS456:2000.

5. MECHANICALLY VIBRATE CONCRETE IN THE FORM TO GIVE MAXIMUM COMPACTION WITHOUT SEGREGATION OF THE CONCRETE.

6. CURE CONCRETE AS REQUIRED BY THE CLAUSE 13.5 OF IS456:2000 AND WORK SPECIFICATIONS.

7. CONCRETE SIZES AS DRAWN ARE MINIMUM AND DO NOT INCLUDE APPLIED FINISHES.

8. DO NOT MAKE UNSPECIFIED HOLES OR CHASES WITHOUT ENGINEER'S PRIOR APPROVAL.

9. DO NOT PLACE CONDUITS, PIPES AND THE LIKE WITHIN COVER CONCRETE.

10. AGGREGATES SHALL COMPLY WITH CLAUSE 5.3 OF IS456:2000. NOMINAL SIZE OF COARSE AGGREGATES SHALL BE 20MM.

11. THE CHARACTERISTIC STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 25 MPA. THE CONCRETE SHALL BE ASSESSED AS PER THE ACCEPTANCE CRITERIA OUTLINED IN CLAUSE 16 OF IS456:2000 OR ANY OTHER STATUTORY AUTHORITIES.

Structural G

eneral Notes

HIM

ALAYA

EN

GIN

EER

ING

& M

AN

AG

EM

EN

T CO

NS

ULTA

NCY

P.O B

OX 342, TELEPH

ON

E # 02 3273 45,

FAX #

02 3346 07,EM

AIL: hem

c2010@gm

ail.comW

ebsite : ww

w.hem

cbhutan.com

Industrial Infrastructure Developm

ent Division

Departm

ent of Industry

Min

istry of Econom

ic Affairs,

Thimphu B

hutan

Royal G

overnment of B

hutan

TITLE :

DES

IGN

CO

NSU

LTAN

TDATE :

PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

REVISED :

CHECKED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

NTS

01

PROJECT :Water S

upply Schem

e for Bondeyma

Industrial Park, Mongar

27.08.2016

PLAN

11

14839

14239

13739

13700

250

Haunch 200x200

13700

250mm

thick RC

C w

all

20 mm

thick plaster250 m

m thick rcc base slab

100 mm

thick PC

C (1:3:6)

Slope 1 in 50 to center

Slope 1 in 50 to center

4350

14840

1330

250

Steel Ladder (R

efer detail drawing)

SECTIO

N 1-1

DISTR

IBUTIO

N TAN

K LAYOU

T

12004000

440R

CC

Water Tank 550,000 Lit.

Plan

HIM

ALAYA

EN

GIN

EER

ING

& M

AN

AG

EM

EN

T CO

NS

ULTA

NCY

P.O B

OX 342, TELEPH

ON

E # 02 3273 45,

FAX #

02 3346 07,EM

AIL: hem

c2010@gm

ail.comW

ebsite : ww

w.hem

cbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,

Thimphu B

hutan

Royal G

overnment of B

hutan

TITLE :

DES

IGN

CO

NS

ULTA

NT

DATE :PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

REVISED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

1:100

03

PROJECT : Water S

upply Schem

e for Bondeym

aIndustrial Park, M

ongar

CHECKED :

27.08.2016

12mm

Ø bar @

290 c/cbothw

ays at Top andB

ottom

Plan Showing R

einforcement of Floor slab

12mm

Ø bar @

290 c/cbothw

ays at Top andB

ottom

R7120

RCC


Reinforcem

ent Floor Slab Plan

HIM

ALA

YA

EN

GIN

EERIN

G &

MAN

AG

EMEN

T CO

NSU

LTANCY

P.O B

OX

342, TELEPHO

NE #

02 3273 45,FAX

# 02 3346 07,

EMA

IL: hemc2010@

gmail.com

Website : w

ww

.hemcbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,

Thimphu B

hutan

Royal G

overnment of Bhutan

TITLE :

DES

IGN

CO

NSU

LTANT

DATE :PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

CHECKED :

REVISED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

January 2016

1:5004

PROJECT :Water S

upply Scheme for B

ondeyma


SHEET NO. :

27.08.2016

Ventilator

1200

Plan S

howing R

einforcement of R

oof Slab

10mm

Ø bar circum

frentialrod @

150 c/c

10mm

Ø bar radial

rod @ 150 c/c

Manhole

RCC


Reinforcem

ent Roof S

lab Plan

HIM

ALA

YA

EN

GIN

EERIN

G &

MAN

AG

EMEN

T CO

NSU

LTANCY

P.O B

OX

342, TELEPHO

NE #

02 3273 45,FAX

# 02 3346 07,

EMA

IL: hemc2010@

gmail.com

Website : w

ww

.hemcbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,Thim

phu Bhutan

Royal G

overnment of B

hutan

TITLE :

DES

IGN

CO

NSU

LTANT

DATE :PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

CHECKED :

REVISED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

1:5005

PROJECT :Water S

upply Schem

e for Bondeym

aIndustrial Park, M

ongar27.08.2016

1400

4- 16Ø

8Ø 200 c/c

250

13740

250mm

thickR

CC

wall

250

12004000

12mm

Ø bar @

290 c/c both w

ays and on both facesH

aunch Rod 8m

m Ø

@ 175 c/c

1810

10Ø 150 c/c Bothw

ays

Ventilator (R

efer detail drawing)

CI M

anhole cover & fram

e med. duty

300

250100

1400 1200 1400

12 mm

Ø hoop bar @

130 c/c on both faces(The spacing of rings m

ay be increased to180 c/c tow

ards the top and bottom from

thesection of m

aximum

hoop load) M

aximum

Hoop Load Section

Spacing to be maintained @

130c/c

12 mm

Ø bar at 190 c/c on both

faces till 1.4m from

the base

12 mm

Ø bar at 380 c/c on both

faces till top from the base

RCC


Show

ing Reinforcem

ent in Section

HIM

ALAYA

EN

GIN

EER

ING

& M

AN

AG

EMEN

T CO

NSU

LTAN

CY

P.O B

OX 342, TELEPH

ON

E # 02 3273 45,

FAX #

02 3346 07,EM

AIL: hem

c2010@gm

ail.comW

ebsite : ww

w.hem

cbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,

Thimphu B

hutan

Royal G

overnment of Bhutan

TITLE :

DES

IGN

CO

NS

ULTA

NT

DATE :PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

CHECKED :

REVISED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

1:5006

PROJECT :Water S

upply Schem

e for Bondeyma


27.08.2016

Section of the Tank(Show

ing Tank Com

ponents)

130mm

thick RC

C dom

e

250

Haunch 200x200

13740

250mm

thick RC

C w

all

20 mm

thick plaster250 m


100 mm

thick PCC

(1:3:6)

Slope 1 in 50 to center Slope 1 in 50 to center

14840

250

Steel Ladder (Refer detail draw

ing)

12004000

100250

300

RCC


Section

HIM

ALA

YA

EN

GIN

EER

ING

& M

AN

AG

EM

EN

T CO

NS

ULTA

NCY

P.O B

OX 342, TELEPH

ON

E # 02 3273 45,

FAX #

02 3346 07,EM

AIL: hem

c2010@gm

ail.comW

ebsite : ww

w.hem

cbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,Thim

phu Bhutan

Royal G

overnment of B

hutan

TITLE :

DES

IGN

CO

NS

ULTA

NT

DATE :PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

CHECKED :

REVISED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

1:40

07

PROJECT :Water S

upply Schem

e for Bondeyma


27.08.2016

Plan

550,000 litresD

istribution Tank

Inlet 150mm

GI pipe

Washout 100m

m G

I pipe

Overflow

100mm

GI pipe

Inlet 140mm GI pipe

Plan 550,000 litres

Distribution Tank

Overflow

100 dia GI pipe connected to

Lake

Outlet 100m

m G

I pipe Distribution

Outlet 100m

m G

I pipe Distribution t

Outlet 150m

mG

I pipeO

utlet 150mm

GI pipe

Future ProvisionFuture Provision

Inlet 150mm

GI pipe

Washout 100m

m G

I pipe

Overflow

100mm

GI pipe

Valve B

ox Cham

ber

4004341

400

4341 400400

Manhole

Manhole

14839

14239

13739

13700

14839

14239

13739

13700

RCC


plan

HIM

ALA

YA

EN

GIN

EERIN

G &

MAN

AG

EMEN

T CO

NSULTA

NCY

P.O B

OX

342

, TELE

PHO

NE #

02 3273 45,FA

X #

02 3

346 07,EM

AIL: h

emc201

0@gm

ail.comW

ebsite : ww

w.h

emcbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,Thim

phu Bhutan

Royal G

overnment of B

hutan

TITLE :

DES

IGN

CO

NSU

LTAN

TDATE :

PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

REVISED :

CHECKED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

1:8008

PROJECT :Water S

upply Scheme for Bondeym

a Industrial Park, M

ongar27.08.2016

Section of the Tank(Show

ing Tank Com

ponents)

Ventilator (Refer detail draw

ing)

250

Haunch 200x200

13740

250mm

thick RC

C w

all

20 mm

thick plaster250 m


100 mm

thick PCC

(1:3:6)

Slope 1 in 50 to center Slope 1 in 50 to center

4500

14840

1330

250

Steel Ladder (Refer detail draw

ing)

12004000

440

100250

300

400

1450

100 mm

GI O

verflow Pipe

Inlet 150mm

GI pipe

RCC


Detail of Pipe layout Section &

Valve B

ox Cham

ber

HIM

ALA

YA

EN

GIN

EERIN

G &

MANAG

EMEN

T CO

NSULTA

NCY

P.O B

OX

342, TELEPH

ON

E # 02 327

3 45,FA

X #

02 334

6 07,EM

AIL: hem

c2010@

gmail.com

Website : w

ww

.hemcbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,Thim

phu Bhutan

Royal G

overnment of Bhutan

TITLE :

DES

IGN

CO

NS

ULTA

NT

DATE :PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

CHECKED :

REVISED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

1:50

09

PROJECT :Water S

upply Scheme for B

ondeyma


27.08.2016

Sectional Elevation of the Tank(Show

ing Inlet pipe)

VALVE BOX

CH

AMBER

Inlet 150mm

GI pipe

1450

MW

L

100mm

GI O

verflow P

ipe

300

600

Valve B

ox Cham

ber4000

RCC W

ater Tank 550,000 Lit.Section D

etail of Inlet Pipe

HIM

ALA

YA

EN

GIN

EERIN

G &

MA

NA

GEM

EN

T CO

NS

ULTA

NCY

P.O B

OX 342, TELEPH

ON

E # 02 3273 45,

FAX #

02 3346 07,EM

AIL: hem

c2010@gm

ail.comW

ebsite : ww

w.hem

cbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,Thim

phu Bhutan

Royal G

overnment of Bhutan

TITLE :

DES

IGN

CO

NS

ULTA

NT

DATE :PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

CHECKED :

REVISED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

1:3010

PROJECT :Water S

upply Schem

e for Bondeyma


27.08.2016

Sectional E

levation of the Tank (Show

ing Outlet pipe)

100 mm

GI O

verflow Pipe

1450

Valve Box Cham

ber

150 mm

GI O

utlet Pipe

300

600

600

GL

4000

RCC


Sectional D

etail of Outlet Pipe

HIM

ALA

YA

EN

GIN

EERIN

G &

MAN

AG

EMEN

T CO

NSU

LTANCY

P.O B

OX

342

, TELEPHO

NE #

02 3273 45,FA

X #

02 3346 07,

EMA

IL: hemc201

0@gm

ail.comW

ebsite : ww

w.hem

cbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,Thim

phu Bhutan

Royal G

overnment of B

hutan

TITLE :

DES

IGN

CO

NSU

LTAN

TDATE :

PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

CHECKED :

REVISED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

1:3011

PROJECT :Water S

upply Scheme for Bondeym

a Industrial Park, M

ongar27.08.2016

Sectional Elevation of the Tank(Show

ing Washout and O

verflow pipe)

100 mm

GI O

verflow Pipe

VALVE BOX C

HAM

BER

Slope 1 in 50 to centerW

ashout 100mm

GI pipe

1450100 m

m G

I Washout Pipe

Valve B

ox Cham

ber

RCC


Sectional D

etail of Outlet Pipe,

Washout &

Overflow

Pipe

HIM

ALA

YA

EN

GIN

EERIN

G &

MANAG

EMEN

T CO

NSULTA

NCY

P.O B

OX 342, TELEPH

ON

E # 02 3273 45,

FAX #

02 3346 07,EM

AIL: hem

c2010@gm

ail.comW

ebsite : ww

w.hem

cbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,

Thimphu B

hutan

Royal G

overnment of Bhutan

TITLE :

DES

IGN

CO

NS

ULTA

NT

DATE :PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

CHECKED :

REVISED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

1:3512

PROJECT :Preparation of Detailed Project R

eport forBondeym

a Industrial Estate27.08.2016

150

Top of Dom

eISA 50x50x6- 6 N

os

300 50 50

Expanded wire m

esh

900 Dia

Lightening Conductor

150 x 150 mm

Ring Beam

4-8Ø R

ings

6 Ø @

200 c/c

8 Ø @

150 c/cbothw

ays

Ventilator Detail

Top of Dom

e

CI M

anhole cover & frame m

edium duty 500 Ø

Manhole D

etail

Steel Ladder Detail

50500

50

250 c/c250 c/c16 Ø

M.S @

250 c/c

ISA 50x50x6

Ventilator, Manhole & Steel Ladder D

etail

150

Detail of V

entilator, Manhole &

Steel Ladder D

etail

HIM

ALA

YA

EN

GIN

EERIN

G &

MAN

AG

EMEN

T CO

NSU

LTANCY

P.O B

OX

342, TELEPHO

NE #

02 3273 45,FAX

# 02 3346 07,

EMA

IL: hemc2010@

gmail.com

Website : w

ww

.hemcbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,

Thimphu B

hutan

Royal G

overnment of Bhutan

TITLE :

DES

IGN

CO

NSU

LTANT

DATE :PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

CHECKED :

REVISED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

1:10

13

PROJECT : Water S

upply Schem

e for Bondeyma


27.08.2016

VALVE BOX C

HAM

BER

5321

4341

90

120

179

400

455 x610 CI m

anhole cover & frame

100 mm

RC

C w

ith8m

m Ø

bar mesh @

150 c/c

100mm

PC

C (1:3:6)

150 mm

Stone Soling25m

m dia G

I Washout

Pipe for the C

hamber

Section A-A

5141

4341

4341

5141

400

400400

AA

RR

M in C

M 1:5

20mm

neat cement plaster 1:4

1793

2212

400

Valve B

ox Cham

berPlan &

Section

HIM

ALA

YA

EN

GIN

EERIN

G &

MANAG

EMEN

T CO

NSULTA

NCY

P.O B

OX

342, TELEPHO

NE #

02 3273 45,FA

X #

02 3346 07,EM

AIL: hem

c2010@gm

ail.comW

ebsite : ww

w.hem

cbhutan.com


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,Thim

phu Bhutan

Royal G

overnment of Bhutan

TITLE :

DES

IGN

CO

NS

ULTA

NT

DATE :PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

CHECKED :

REVISED :

-Sujay Giri

GM Tamang

Sumanga (HEMCo)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

January 2016

1:2514

PROJECT :Water S

upply Scheme for B

ondeyma


27.08.2016

5000

4000

5005000

5200

450

B

125

RC

C Band

125mm

RC

C Slab 1:2:4

500x500mm

manhole12m

m vertical bar @

450mm

c/c

10mm

vertical bar @ 450m

m c/c

GI

600

900

2325

SECTIO

N B-B

PLAN

200

20 mm

thick plaster C.M

1:3100 m

m PC

C (1:3:6)

150 mm

soling

100100

5200

4200

B

GI

RR

M W

ater Tank


ent Division

Departm

ent of Industry

Ministry of Econom

ic Affairs,

Thimphu B

hutan

Royal G

overnment of B

hutan

TITLE :

DATE :PARTICULARS:

REVISEDSURVEYED :

DESIGNED :

DRAWN :

CHECKED :

REVISED :

-Kesang Dorji(Geog Egineer)

Kushyog Subba

DATE :

SCALE :

SHEET NO. :

September 2016

1:4515

08.09.2016Kesang Dorji(Geog Egineer)

Kushyog Subba

PROJECT : REALIGNMENT OF EXISTING PIPELINES AND W

ATER TANKS

- revervoir (550000 litres)

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