floor layout - hiiraan borehole rehab darwings.pdfwith anti-termite treatment rubble stone...
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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
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ogadishu_Keysaney_new
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Designs\50-B
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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