- revervoir (550000 litres)
TRANSCRIPT
- 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
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
Industrial Infrastructure Developm
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
Water Tank 550,000 Lit.
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
Industrial Infrastructure Developm
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
Industrial Park, Mongar
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
Water Tank 550,000 Lit.
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
Industrial Infrastructure Developm
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
Water Tank 550,000 Lit.
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
Industrial Infrastructure Developm
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
Industrial Park, Mongar
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
m thick rcc base slab
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
Water Tank 550,000 Lit.
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
Industrial Infrastructure Developm
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
Industrial Park, Mongar
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
Water Tank 550,000 Lit.
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
Industrial Infrastructure Developm
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
m thick rcc base slab
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
Water Tank 550,000 Lit.
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
Industrial Infrastructure Developm
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
Industrial Park, Mongar
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
Industrial Infrastructure Developm
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
Industrial Park, Mongar
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
Water Tank 550,000 Lit.
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
Industrial Infrastructure Developm
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
Water Tank 550,000 Lit.
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
Industrial Infrastructure Developm
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
Industrial Infrastructure Developm
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
Industrial Park, Mongar
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
Industrial Infrastructure Developm
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
Industrial Park, Mongar
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
Industrial Infrastructure Developm
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