GSPublisherEngine 0.80.100.100

168900 1,091 1,000 1,241

4,400

150

3,30

015

0

2,159 1,000 1,241

1504,100

150

3,60

0

ROOM

FLOOR LAYOUT

SCALE

DATE

DRAWN BY :

DRAWING TITLE:

DRAWING NO:

PROJECT NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT.FEB . 2018

DESIGNED BY: W.D

SHEET TITLE:

FLOOR LAYOUTCARTAKERS ROOM

smooth cement f.f

PROPOSED BOREHOLE REHABDRAWINGS

GSPublisherEngine 0.80.100.100

2,159 1,000 1,241

SOUTH ELEVATION EAST ELEVATION

1,241 1,000 1,091 900 168

NORTH ELEVATION WEST ELEVATION

SCALE

DATE

DRAWN BY :

DRAWING TITLE:

DRAWING NO:

PROJECT NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT.

PROPOSED BOREHOLE REHABDRAWINGS

FEB . 2018

DESIGNED BY: W.D

SHEET TITLE:

ELEVATIONSCARTAKERS ROOM

GSPublisherEngine 0.80.100.100

150 3,300 150

500

300

150

2,40

0400 3,050 400

300

150

1,10

01,

000

150

150

1,13

4

3,98

4

Roof DetailsRoof slope 23o

Half round G.I ridge cap on,GCI sheets on,50x50mm purlins on,100x50mm softwood rafters on,100x50mm tie beam on,100x50mm wall plate100x50mm collar80x80mm king post

ROOM

100mm concrete slab

1000x1200 aluminiumsliding window

900x2100 timber door

Mud blocks walling

Timber ledged bracedand battened door

500mm eavesprojection

SECTIONAL ELEVATION

Floor details150mm thick compacted hardcore fill on,Levelled compacted formation levelwith anti-termite treatment

Rubble stone foundationwalling; see S.E. details.

VRC Lintol

VRC Ground Beam

Foundation depthto be determinedon site

SCALE

DATE

DRAWN BY :

DRAWING TITLE:

DRAWING NO:

PROJECT NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT.FEB . 2018

DESIGNED BY: W.D

SHEET TITLE:

SECTIONCARTAKERS ROOM

PROPOSED BOREHOLE REHABDRAWINGS

GSPublisherEngine 0.80.100.100

SCALE

DATE

DRAWN BY :

DRAWING TITLE:

DRAWING NO:

PROJECT NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT.FEB . 2018

DESIGNED BY: W.D

SHEET TITLE:

2002,000

2006,000

2008,600

1200

2,00

012

00

200

4,00

020

0

2002,000

2006,000

200

200

4,00

020

0

4,40

0

MAIN ENTRY

CONTROLROOM

RAMP

A

B

GeneratorPlinth 1

GeneratorPlinth 2

GENERATOR ROOM

11 2

Fuelsupply

FLOOR LAYOUTGENERATOR SHED

PROPOSED BOREHOLE REHABDRAWINGS

GSPublisherEngine 0.80.100.100

450

470

330 68

71,

213

911

2004,025

150

Gauge 28 prepainted iron resincotroofing sheets: IT4 box profile,

nailed on sawn hardwood structure.Roof pitch=22o.

For structure; see S.E. details.

Heavy guage fabric mesh wire

R.C. strip footingand foundation walling,see S.E. details.

RampSlope 10o

Purpose built CHS gatewith heavy duty fabric mesh

200mm hollow block wallingwith plaster and paint

Timber framework

150mm thick R.C. floorslabwith B.R.C. mesh and D.P.M.

cast on well compacted hardcorewith blinding layer; see S.E. details.

RCC plinth.

SCALE

DATE

DRAWN BY :

DRAWING TITLE:

DRAWING NO:

PROJECT NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT.FEB . 2018

DESIGNED BY: W.D

SHEET TITLE:

SECTIONGENERATOR SHED

PROPOSED BOREHOLE REHABDRAWINGS

GSPublisherEngine 0.80.100.100

LegendDirection of fall

ROOF PLAN

TRUSS LAYOUT

500 GAUGE POLYTHENE D.P.M.

25mm MURRAM BLINDING

B.R.C. MESH A142

250mmTHK. MIN. WELL

3Y8-02-225 B2

Y10-01-250 B1

50

200200 200

600

SCALE 1:25SECTION A-A

D.P.C.

GRD. LEVEL -450

+450

50mm CONCRETE BLINDING

200

COMPACTED HARDCORE

DET

ERM

INED

ON

SIT

E M

IN.1

200

FOUNDATION FOOTING DETAIL

500 GAUGE POLYTHENE D.P.M.

25mm MURRAM BLINDING

250mmTHK. MIN. WELLCOMPACTED HARDCORE

B.R.C. MESH A142

SCALE 1:25SECTION D-D

+450

+0.00

RAMP DETAILS

SCALE

DATE

DRAWN BY :

DRAWING TITLE:

DRAWING NO:

PROJECT NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT.FEB . 2018

DESIGNED BY: W.D

SHEET TITLE:

DETAILSGENERATOR SHED

PROPOSED BOREHOLE REHABDRAWINGS

GSPublisherEngine 0.80.100.100

1,178 2,000 1,222

300

1,40

01,

000

SOUTH ELEVATION EAST ELEVATION

4,400

150 1001,876

1001,876

100 150

NORTH ELEVATION WEST ELEVATION

SCALE

DATE

DRAWN BY :

DRAWING TITLE:

DRAWING NO:

PROJECT NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT.FEB . 2018

DESIGNED BY: W.D

SHEET TITLE:

ELEVATIONGENERATOR SHED

PROPOSED BOREHOLE REHABDRAWINGS

GSPublisherEngine 0.80.100.100

Column bracingall beams are (450x220)

D.O

.S (m

in 1

200)

3000

3000

High level tanks Base slab (RC details)Slab thickness is 200mm

3200

6200

3400

3000

Tank Beams (600x300)4 no.

3000

Column Bracing beams (220x450)16 no.

Storage tank Section- RC details

High level tanks cover slab (RC details)Slab thicnkness is 150mm

3500

6500

High level tank-Elevation

600

600

Manhole cover slabdepth is 50mm thick

50

50x50x3mm L

50mm thick Man holecover slab

150mm thick cover slab.

BS mesh A142

600

150

F1 F1

F1 F1

Founda on - Layout

Ground level

Twl

Notes 1.All dimensions are in millimetres2.The reinforcement bars are square twisted high tensile steel bar s B1 - Bottom one (First bottom layer)

B2 - Bottom two (Second bottom layer)T1 - Top one (First top layer)T2 - Top two (Second top layer)Y - Diameter of steel Bar

Sect' 02 - 02.

300

300

Column - RC details4 no.

Water bar

Detail at man hole

MoM

RW

_UN

DP,

South West State O

f Somalia,

Location: Baidoa - Somalia

Civil Engineer:

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IDC

01\Units\SO

K_W

atHab\W

ATH

AB PRO

JECTS\08-01-0013 M

ogadishu_Keysaney_new

OT\B

Designs\50-B

locs\260mm

-Emblem

_of_the_ICR

C_svg.jpg

000

TITLE

5040

0

400 50

L =28902390250

250L

=289

023

90

250

250

17Y12-01-150

17Y

12-0

1-15

0

16Y12-01-150B2

16Y12-01-150B1

16Y12-01-150B1

16Y12-01-150B2

900 200 900

510

300

510

1400

2000

Base F1-RC details4 no.

1400

1400

1400

1400

1400

1400

3250

3250

1500

3250

3250

1500

D.O

.S (m

in 1

200)

200200

300

3200

6200

3000

1400

21no.Y12-07-200B2&T2

21no.Y12-07-200B1&T1

21no.Y12-07-200B2&T2

21no.Y12-07-200B1&T1

Y12-13-200EF

84no. Y12-12-200EF(2+2)no. Y12-07-200B

20no. Y12-06-200B1

2no. Y12-11

2no. Y12-11

8no. Y12-02

20no

. Y8-

14-2

0020

no. Y

8-14

-200

8no. Y12-03

2no. Y12-05-200B1

2no. Y16-09

2no. Y16-092no. Y16-09

Y8-14-250Y12

Y12

Y12

Y12

Y12

Y12

Y12

Y12

High Level W

ater Tank of30M

3 Capacity (8M

Height)

GSPublisherEngine 0.80.100.100

2.640

1.00

0

0.300

0.31

1

0.30

00.

100

0.55

00.

100

0.60

00.

100

2.22

0

2.680

1.580

1.00

0

0.40

00.

200

0.40

0

S-01

S-01

GL GL

GL

1 2 3

Section S-01

Side Elevation

Front Elevation

Floor Plan

Soak Pit

Hardcore

Masonry wall.

Concrate

Concrate

Concrate

Masonry wall.

20 liter 20 liter

SCALE

DATE

DRAWN BY :

DRAWING TITLE:

DRAWING NO:

PROJECT NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT.FEB . 2018

DESIGNED BY: W.D

SHEET TITLE:

DETAILSWATER KIOSK

PROPOSED BOREHOLE REHABDRAWINGS