rcc - acbar: home page

0

Graphical Scale, 1:1 (m)

50 100 200 500 1000

Road Crossing

Proposed Land for

Solar House

Villages Center

Stand Tap

15 m

3

STG T

5 m

3

STG T

Water Pipe Line

Boundary Line

Kakar Abad Tube Well

AutoCAD SHX Text

H

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

G

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

3

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

8

AutoCAD SHX Text

7

AutoCAD SHX Text

6

AutoCAD SHX Text

10

AutoCAD SHX Text

11

AutoCAD SHX Text

12

AutoCAD SHX Text

13

AutoCAD SHX Text

14

AutoCAD SHX Text

15

AutoCAD SHX Text

16

AutoCAD SHX Text

H

AutoCAD SHX Text

G

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

11

AutoCAD SHX Text

10

AutoCAD SHX Text

9

AutoCAD SHX Text

13

AutoCAD SHX Text

12

AutoCAD SHX Text

RevNo

AutoCAD SHX Text

Revision note

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

Checked

AutoCAD SHX Text

15

AutoCAD SHX Text

16

AutoCAD SHX Text

14

AutoCAD SHX Text

Date

AutoCAD SHX Text

Signature

AutoCAD SHX Text

A

Well Point and

Solar House

5m3 RCC

Storage ST#1

ST#2 ST#3ST#4

ST#8

ST#5

ST#6ST#7

L=250mØ=2"

L=50

0mØ=2

"

L=850m

Ø=2"

HERAT-TOURGHOUNDY HIGHWAY

15m 3 RCC STG

Existing Wash

D

E

T

A

I

L

-

1

S

I

T

E

P

L

A

N

500 100 200 500

Tube Well

(KAKAR ABAD)

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:

SURVEYED BY:1 19DESIGNED BY:

DATE1

2

3

4

TASK AND RESPONSIBLE PROJECT WASH/CRS/OFDA

PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019

11-December-201901-Fberuary-2020

30-April-2020

HERAT

GENERAL SITE PLAN

SOLAR POWERED WATER SUPPLY SYSTEMDISTRICT Kushk Rabat Sangi

VILLAGE NAME GANG EZAT ABAD

VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

5 m3 STG T

ST#1

L=100mØ=2"

ST#3

ST#4

ST#8

ST#5ST#6

ST#7

A1

B

DE

F G H

C

L=30mØ

=1"

L=90mØ=1"

L=110m

Ø=1"

L=100m

Ø=1"

L=80mØ

=1"

L=80mØ

=1"

L=120mØ

=1"

L=45mØ

=1"

L=85mØ=2"

L=85mØ=2"

L=45mØ=2" L=110mØ=1.5"

L=70mØ=1"

L=65mØ=1"

L=100mØ=2"

15m3 STG T

L=80mØ

=1"

ST#2

A0L=85mØ=1"

PIPE NETWORK

20cm fined sand

PE100, PN 16, Ø2"

Backfilling with nearby

excavated materials.

80

.0

20

.0

G.L

50.0

Valve Box

Valve Box

Valve Box

Valve Box

Valve Box

Valve Box

Valve Box

Valve Box

Valve Box

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT

PIPE NETWORK



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

0.5

0.511.0

11.5

3.1

4.4

4.4

3.1

PV ARRANGEMENT

SO

LA

R H

OU

SE

Stock Room

5.0

2.8

12

.9

0.5

0.51.50.510.00.53.00.5

0.5

12

.1

3.7

0.5

13

.9

16.5

16

.7

0.8

DETAIL 1

· All Dimensions are in meter unless otherwise mentioned

Manhole at well Point

for more detail please refer

to page

10

19

of this drawing.

2.0

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT

SOLAR HOUSE FOUNDATION PLAN



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

D(120x225)

D(120x225)

Stock Room(400x300)

2.8

Win(250x150)b=75

2.84.4

2.8

3.1

1.5

3.3

4.2

3.0

3.5

A A

CC

B B

6.00

5.0

Contaliver Slab 0.50 m

Contaliver Slab 0.50 m

· All Dimensions are in meter unless otherwise mentioned

2.0

Manhole at well Point

for more detail please refer

to page

10

19

of this drawing.

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT

SOLAR HOUSE PV ARRANGEMENTS



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

0.70

1.00

1.00

1.0

0

0.70

0.7

0

column section

foundation reinforcement

Ground level

1.0

0

0.2

01

.7

0

1) All the dimensions are in m.

2) the RCC mark should be 1:1:2 (250)

3) the steel bars should be clean from

oil, corrosion, and etc

4) the water must be clean

6Ø12@17cm-c/c *110cm

in both side

8Ø16

Ø8@15cm

5) the dimensions of main steel

pipe in concrete column should be

5in diameter and 5mm thickness

6) the dimensions of rotational

steel pipe should be 4in diameter

and 5mm thickness

7) the thickness of fixed flange

should be 12mm

8) the thickness of movable flange

should be 12mm

9) the dimension of main fram

should be steel box(5cm*5cm) and

the weight should be15kg

10) the dimension of sub frame

should be steel box(4cm*4cm) and

the weight should be15kg

11) the dimension of supporters

fram should be steel

box(4cm*4cm) and the weight

should be15kg

the reinforcement and details plan

of solar pile foundation and frame

0.8

00

.4

5

DETAILS OF SECTION (A-A)

3.50

3.0

0

0.5

0

2.90

2.4

0

1

.

8

0

1

.

8

0

1

.

8

0

0.3

00

.3

0

0.3

00

.3

0

0.300.30

1

.

8

0

S

t

e

e

l

P

l

a

t

e

4

0

x

4

0

x

2

0

m

m

1.00

1.0

00

.2

0

Ground level

SECTION (A-A)

1.7

0

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT

SOLAR MOUNTED STRUCTURE



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

50.0 400.0 50.0

500.0

24

0.0

31

0.0

1. PCC M15(1:2:4)5-7cm

2. Bitumen Insulation(ISOGAM)

3. 15 RCC slab M25(1:1.5:3)

4. Plaster with two coat painting.

1. PCC-M15

2. BOLDERS

3. COMPACTED SOIL

90

.0

25

.0

30

.0

1%slope

PV

C P

IP

E 4

"

35

15

35

15

Ø12@20cm C/C

in both direction

SECTION (B-B)

600

100

15

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT

WELL HOUSE



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

250.0

15

0.0

250.0

15

0.0

D60

G.L

43

.0

20

15

0.0

16

65

CAPPING PCC-M150

WELL BURNT BRICK WITH

MORTAR

BOTH SIDE PLASTER

3LAYER S PAINTING WITH LIME

ALL PROFILE SHOULD BE 16GUAGE

PAINTED WITH (ONE LAYER OF RUST PROOF

,TWO LAYERS OF SILVER COLOR OIL PAINT)

SECTION (C-C)

71

0

RCC SLAB 10CM

EXIT FOR DRAIN WATER

PCC-M15,@7CM

STONEMASONRY

80

.0

15

0.0

120.0

50.0

25.0

110.0

22

5.0

21

5.0

DOOR CASING -U-LARAN 16GUAGE

DOOR PANELS- 18GUAGE-IRON SHEET

DOOR RAIL -PROFILE (8x4)cm 16GUAGE

DOOR GLASS PANELS - 4mm BLUE COLOR GLASS

MANUAL LOCK AND LATCH SET AT BOTH SIDE

PRIOR TO INSTALLATION DOOR SHOULD BE

PROPERLY PAINTED WITH (ONE LAYER OF RUST

PROOF ,TWO LAYERS OF SILVER COLOR OIL PAINT).

20

60

86

6

8

.

1

2" GI PIPE 1.5mm,C/C

2METER

1-HEAVY GALVANIZED CONCERTINA WIRE

2KG/BONDLE

2-SUPPORTED WITH 4 LINE DOUBLE WIRE

BARBED WIRE>

3-FIXED AT SHAPE POE C/C 2METERS

SECTION (C-C)

30

30

PIPE ENCASEMENT DETAIL.

M(1:2:4)

3#8mm

#8mm@2m C/C

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT

BOUNDARY WALL SECTION



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

Clay seal

63 PE pipe Rising Pipe

schedule 100 PN10

Gravel pack with

(3-6mm)fraction size

nature or river gravel

G.L=0.00

1100

2500

6000

filter with

1mm slot opening

Class(C)

Clayey silt

Hard compressed

gravel

Coarse sand

and fine gravel

Cap

W.L measure point

Borehole Well Design in Unconsolidated Formation

S.W.L

8"

1400

16"

Sanitay Seal

PCC M15 (1:2:4)

300

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT

WELL PROFILE



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

300.0

60.030.0

300.0

6000.0

22

0

8”PVC pipe for Screen class-C (10 bar)

PE Rising Pipe 63mm

Schedule 100 PN 16 bar

200.00

22

0

6000.00

22

0

8”PVC pipe for Casings class-C (10 bar)

HD

PE

P

IP

E-P

E 1

00

, P

N1

6, Ø

63

mm

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT

CASING, SCREENS AND RAISING PIPE DET



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

PE pipe 63 mm

GI Pipe 2"

GI Coupling 2"

GI nipple 2"

Steel plate

GI Elbow 2"

PE Coupling 63 mmx2"

Electrical Wire

Electrical Conduit

to control panel

Stainless steel NR Valve 2"

100.0

140.0

200.0

50.0100.050.0

20.020.0

200.0

20

0.0

Refer to Detail 1 of this page

10

.0

USE # 12 @ 15cm C/C

10cm PCC

15cm Gravel

10

0

PE

pipe 63 m

m

GI P

ipe 2"

GI C

oupling 2"

GI nipple 2"

Steel plate

GI E

lbow

2"

PE

C

oupling 63 m

mx2"

Electrical W

ire

Electrical C

onduit

to control panel

Stainless steel N

R V

alve

2"

10cm

P

CC

15cm

G

ravel

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:

SURVEYED BY:10

19DESIGNED BY:

DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT

Manhole at Well Point



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

DE

TA

IL

#

1

156015

1560

15

Drain pipeGI 2"inch

Out let 2" inch GI pipe

Main hole60x60 cm

Inlet Pipe 2"GI pipe

Over flow Pipe1" GI Pipe

1% Slope

AA

BB

1510015

2015

250

1520

100

1545

015

2015250320

20 15

PLAN

20 10 260 2010

1030

1015

1521

015

165

Inlet pipe

Over flow pipe

SECTION A-A

195

20

2028020320

20

Plaster (1:3) with Padlow Powder

PCC (1:2:4) 10cmBack filling with Compacted soil

RCC (1:1.5:3) 15cm

Plaster (1:3) with Padlow PowderRCC Slab (1:1.5:3) 15cm ThickIsogam for isolation 1 layerPCC (1:2:4) 5cm

15

Ladder 3"GI Pipe

280

30

Note:1- All dimensions are in cm unless otherwise stated.2- During RCC work vibrator must be used to avoid water leakage from reservoir.3- All PCC works should be with 1:2:4 mortar unless otherwise stated.4- All RCC works should be with 1:1:2 mortar.5- Isolation material is glass wool.7- Curing must be continued upto 28 days.8- Clear and Clean water must be used every where.9- The inlet, outlet, overflow and washing pipes should be adjusted according to site condition.

15M3 STORAGE TANK

2" Ventilation PVC Pipe

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT

15 CUBIC METER RESERVIOR PLAN



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

1595

10

Out let Pipe

Washingpipe

2 No RCCPlates

5

110

Ø10

@20

c/c

Ø12

@20

c/c

Ø12

@20

c/c

Ø12@15 c/c

Corner Steel Bar

Ø12@15 c/c

Corner Steel Bar

Ø12@15 c/c

Corner Steel Bar

Ø12@15 c/c

Corner Steel Bar

Ø12

@20

c/c

Ø12

@20

c/c

20 95 20320

15 100 15 15

1828

018

450

1510

015

C

C

C

C

100

Ø12@20 c/c

Ø8@15 c/c

Ø8@15 c/c

Ø8@

15 c

/c

Ø8@

15 c

/c

Ø12@20 c/c

Ø12@20 c/c

Ø12@20 c/c

Corner Steel Bar Ø12 @15 c/cL=250cm

104

104

20 10 250 2010

1030

1015

1521

015

165

195

20

15

280

15x15Splay

60

30

30

Ladder 3"GI Pipe

30

SECTION B-B

1% Slope

Iron Gate (60x60)cmwith lock able system

Inlet Pipe


RCC Wall (1:1.5:3) 22cm ThickPlaster (1:3)

NaturalGroundlevel

REINFORCEMENT PLAN


END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT

15 m3 RCC RESERVIOR SECTIONS



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14

20 15 250 2015

Ø10@20 c/c Ø10@20 c/c

Ø12@20 c/c2028020

320

Ø12@15 c/c

Ø8@15 c/c

Ø12

@15

c/c

Ø8@

15 c

/c

Ø8@

15 c

/c

Ø8@

15 c

/c

Ø12@20 c/c

Ø12@20 c/c

Ø12@20 c/c

Ø12@20 c/c

20 15 250 2015

Ø10@20 c/c Ø10@20 c/c

Ø12@20 c/c2028020

320

Ø12@15 c/c

Ø8@15 c/c

Ø12

@15

c/c

Ø8@

15 c

/c Ø8@

15 c

/c

Ø8@

15 c

/c

Ø12@20 c/c

Ø12@20 c/c

Ø12@20 c/c

Ø12@20 c/c

Ø10

@20

c/c

Ø10@20 c/c

Ø8@15 c/c

Ø12@10 c/c

285

2515

1515

200

15

2515

1515

200

15

285

SECTION D-DSECTION C-C

30

30

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14 15 m3 RERSERVIOR STEEL BAR DETAILS

Drain pipeGI 2"inch

Out let 2" inch GI pipe

Inlet Pipe 2"GI pipe

Over flow Pipe2" GI Pipe M

an ho

le

60x6

0 cm

BB

AA

201513020200

156015

1560

15

2015

165

3515

100

15

330

20 10 140 2010

1030

1015

1521

015

165

Inlet pipe

Over flow pipeGI 2"

SECTION A-A

195

20

2016020200

20


PCC (1:2:4) 10cmBack filling with Compacted soil

RCC (1:1:2) 15cm

Plaster (1:3) with Padlow PowderRCC Slab (1:1.5:3) 15cm ThickIsogam for isolation 1 layerPCC (1:2:4) 5cm

15

Ladder 3"GI Pipe

160

30

15

5M3 STORAGE TANK


1. The overflow pipe from 5m3 reservoir will supply water to 15m3 reservoir2. All dimensions are in centimeters unless otherwise mentioned.3. Mark for RCC concrete shall be 25Mpa at 28-day-age cylinder crush.

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14 5 CUBIC METER RESERVIOR PLAN

20 15 130 2015

Ø10@20 c/c Ø10@20 c/c

Ø12@20 c/c2016020

200

Ø12@15 c/c

Ø8@15 c/c

Ø12

@15

c/c

Ø8@

15 c

/c

Ø8@

15 c

/c

Ø8@

15 c

/c

Ø12@20 c/c

Ø12@20 c/c

Ø12@20 c/c

Ø12@20 c/c

20 15 130 2015

Ø10@20 c/c Ø10@20 c/c

Ø12@20 c/c2016020

200

Ø12@15 c/c

Ø8@15 c/c

Ø12

@15

c/c

Ø8@

15 c

/c Ø8@

15 c

/c

Ø8@

15 c

/c

Ø12@20 c/c

Ø12@20 c/c

Ø12@20 c/c

Ø12@20 c/c

Ø10

@20

c/c

Ø10@20 c/c

Ø8@15 c/c

Ø12@10 c/c

285

2515

1515

200

15

2515

1515

200

15

285

SECTION D-DSECTION C-C

30

30

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14 5 m3 RCC RESERVIOR SECTIONS

1595

10

Out let Pipe

Washingpipe

2 No RCCPlates

5

110

Ø10

@20

c/c

Ø12

@20

c/c

Ø12

@20

c/c

Ø12@15 c/c

Corner Steel Bar

Ø12@15 c/c

Corner Steel Bar

Ø12@15 c/c

Corner Steel Bar

Ø12@15 c/c

Corner Steel Bar

Ø12

@20

c/c

Ø12

@20

c/c

2013

020

330

1510

015

C

C

C

C

100

Ø12@20 c/c

Ø8@15 c/c

Ø8@15 c/c

Ø8@

15 c

/c

Ø8@

15 c

/c

Ø12@20 c/c

Ø12@20 c/c

Ø12@20 c/c

104

104

20 10 140 2010

1030

1015

1521

015

165

195

20

15160

15x15Splay

60

30

30Ladder 3"GI Pipe

30

SECTION B-B

1% Slope

Iron Gate (60x60)cmwith lock able system

Inlet Pipe


RCC Wall (1:1.5:3) 22cm ThickPlaster (1:3)

NaturalGroundlevel


END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14 5 m3 RERSERVIOR STEEL BAR DETAILS

150

1010 10 110 10

10

10

100

10

10

140

30

150

STAND TAP

10

510

10

10

5

Stone Masonry

M200 (1:4) Mortar

G.L

50cm60cm50cm

10cm

105cm

10cm

70cm

70cm

160cm

160cm

A

A

PCC (M150)

Gate Valve 1

1/4"

GI Pipe

PE Pipe 50mmPE Pipe 50mm

Frost Line

Frost Line

Male Adapter

Nipple

Union

10

0

10 30 70 10 150 5

295

14

30

64

11

5

80

101010

10

10

510

PCC (1:2:4)

Ground Level

SLOPE MIN 1:50

4

RCC M20

Section A-A

Valve Box

Use #12mm @ 15cm C/C

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14 STAND TAP PLAN, SECTIONS

13

0

120

1

2

3

10

10

10

101010

40

5Ø6,L=118cm

4Ø

10

,L

=1

13

cm

D D

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14 STAND TAP RCC DETAIL

1Ø6,L=490cm

5Ø6@21c/c,L=160cm

4Ø6@23c/c,L=171cm

10

0

10 30 70 10 150 5

295

14

30

64

11

5

80

101010

10

10

510

PCC (1:2:4)

Ground Level

SLOPE MIN 1:50

4

RCC M20

Section A-A

END DATE

START DATE

SCALE

Shee

t No.

PROVINCENo

REVIEWED BY:

APPORVED BY:


DATE1

2

3

4


PROJECTSUB TITLE

DRAWING No.

1:1

25-December-2019


30-April-2020

HERAT



VILLAGE CODE

M.Fahim Amiry

HIKMAT ARIFZAI

MARGOT DURIN

M.Fahim Amiry

KRS-14 STAND TAP RCC DETAIL

rcc - acbar: home page

Documents