PROPOSED REHABILITATION OF HORSEED WATER SYSTEMS AT HORSEED IDP CAMP - BARDHERE JUBALAND STATE

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Leonard McCarthy
5 years ago
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1 WTER SOURCE SHLLOW WELL SOLR PNELS ELEVTED TNK WTER KIOSK WTER KIOSK OF HORSEED WTER SYSTEMS T HORSEED IDP CMP - BRDHERE JUBLND STTE

2 2,173 2,173 2,173 3,996 2, , ,800 2,115 WTER KIOSK WTER SOURCE - RIVER 20.0M 3,996 2, , ,800 2,115 SOLR PNELS STRUCTURES PIPES DISTRIBUTION 9.0M 35M DEEP SHLLOW WELL 500M WYER SUPPLY PIPES FROM THE WELL ELEVTED WTER TNK DISTRIBUTION PIPES WTER KIOSK N O : SITE PLN

3 2, 2, 2, 2, 2,315 1,623 1,623 1,623 11,915 2, 2, 2, 2, 2,315 11,915 Chain-link fencing with steel pools 265W solar panels ,000 4,000 4,000 4,000 F E D Chain-link fencing with steel pools C B 2,638 2, , ,800 1,579 B G.L G.L C 2, 2, 2, 2, 2, 12,000 CHIN-LINK FENCE ELEVTION D Chain-link fencing with steel pools 2,638 2, , ,800 1,579 E G.L 4,000 4,000 4,000 4,000 G 2x2100mm high access gate 4,000 4,000 4,000 4,000 F CHIN-LINK FENCE ELEVTION SOLR PNELS LYOUT N O : SOLR LYOUT

4 2,800 2, ,200 1,200 1,200 1,200 1,200 1,200 1,200 Solar panels ,088 1,088 1,088 1,088 1,088 1,088 1,088 1,200 1,200 1,200 1,200 1,200 1,200 1,200 TYPICL 7 NO. PNEL LYOUT SOLR STRUCTURE ELEVTION Solar panel Mounting frame , , , ,088 1,088 1,088 SOLR STRUCTURE ELEVTION 1, RHS support framework RC slab SOLR STRUCTURE ELEVTION N O : S.STRUCTURE DETILS

5 S S Concrate Masonry wall. 20 liter 20 liter Concrate Masonry wall. Concrate GL GL Hardcore Side Elevation Section S Soak Pit GL Front Elevation Floor Plan N O : WTER KIOSK

6 ,600 3,600 4, , x800mm Manhole with cast iron cover 600x600mm Manhole 4, , mm GI overflow pipe 150mm VRC suspended floor slab 200 3, mm VRC roof slab 50mm GI inlet pipe 450xmm VRC beam mm GI outlet pipe mmxmm VRC beam mm hadcore fill 3,600 4, mm Concrere slab G.L Floor Plan 800x600mm VRC concrete footing 1,000 2,800 1,000 Sectional Elevation Depth of foundation to be determined on site but not less than 1.5m N O : ELEVTED TNK

7 6,650 6,000 8, ,500 2,500 6,000 2, , ,000 South Elevation North Elevation 4,000 East Elevation N O :

8 6,000 2,500 1,000 DETERMINED ON SITE MIN GRD. LEVEL E E R LINKS 8Y Y B2 Y B ,000 SECTION D-D 1:25 4,000 R LINKS West Elevation FOUNDTION LYOUT 8Y16-02 SECTION E-E (Column) 1:25 N O :

9 35,000 35,000 35M DEEP Solid concrete cover Water collected from the water level below sived and clean Piping to the standby pump system G.L WTER CTCHMENT RE(RIVER) well casing Pump drop pipe water table level water table level RIVER BED T THE WTER TBLE RIVER BED T THE WTER TBLE water tight well casing joint PROPOSED SHLLOW clean,sand & gravel clean,washed gravel filter WELL/INFILTRTION TNK WTER SIPPING INTO THE INFILTRTION WELL 200 1, N O : SHLLOW WELL

10 DEC 2018 VIEWS DRWING N O: DRWN BY : SHEET NO: NO:

PROJECT: PROPOSED MIGRANTS RESOURCE CENTER - MOGADISHU - IMPLEMENTED BY: CLIENT.

PROJECT: PROPOSED MIGRANTS RESOURCE CENTER IMPLEMENTED BY: CLIENT. MIGRANTS RESOURCE CENTER RESOURCE CENTER IOM : FEBRUARY 2018 DRAWING INDEX SHEET N O 01. 01/24 02. 02/24 03. 03/24 04. 04/24 05. 05/24