SD 118L Anchor Blocks for Tees and Deas Ends · of. sarick.. ocea water supply system.. gerald komakech flat c7, rovis apartments, plot 49 ntinda rd. p. o. box 22858 kampala +256772443616

Gerald Komakech

Flat C7, ROVIS Apartments Plot 49, Ntinda Road P. O. Box 22858 Kampala

Telephone: +256 772 44 36 16

Email: [email protected]; [email protected]

OXFAM

December, 2019

Consultancy Services for the Design of Water Systems in Eden and Ocea in Rhino Camp, Arua District

Contract Number:

Ocea Water Supply System

Volume IV

Drawings

Sheet List Table

Sheet Number Sheet Title

OCA - GL - 100 Ocea General Layout

OCA - PS - 100 Ocea Pump Station - Site Layout

OCA - PS - 101 Ocea Pump Station - Pump House

OCA - PS - 102 Ocea Pump Station - Gate House

OCA - PM - 101 Pumping Main




OCA - TK - 100 Ocea Tank - Site Layout

OCA - DM - 101 Distribution Main 1




















EDN - DM 11A Distribution Main 1A




SD 100 General Notes

SD-101 Contract Sign Board

SD-104 Chainlink Fencing

SD-105B Double Gate

SD 106A Forged Steel Stanchion

SD 106C Forged Steel Stanchion

SD 106D Handrail Arrangement

SD 112A Air Valve Pipework

SD 107E Mild Steel Access Ladder - Type A

SD 107F Mild Steel Access Ladder - Type B

SD 107G Mild Steel Access Ladder - Type C

SD 107H Mild Steel Ladder Access Details

SD 110 Flow Meter Pipework

SD 111A Gate Valve - Type 1

SD118I Anchor Blocks for Bends

SD 118L Anchor Blocks for Tees and Deas Ends

of

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OCEA WATER SUPPLY SYSTEM..

GERALD KOMAKECHFLAT C7, ROVIS APARTMENTS, PLOT 49 NTINDA RD.

P. O. BOX 22858 KAMPALA+256772443616

OCEA GENERAL LAYOUT..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 1

190502 OCA - GL - 100 ----

DETAILED ENGINEERING DESIGN

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VALUE

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P. O. BOX 22858 KAMPALA+256772443616

OCEA PUMP STATION - SITE LAYOUT..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 OCA - PS - 100 ----


---- . . ----

. . . .

. . . .

. . . .

VALUE

N

Y

Z

Y

Z

PLAN1:40

SECTION Z - Z1:40

SECTION Y - Y1:40

SECTION THROUGH RISER1:40

2000

DETAIL AT A-A1:10

Removable Plug for water level dip

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P. O. BOX 22858 KAMPALA+256772443616

OCEA PUMP STATION - PUMP HOUSE..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 OCA - PS - 101 ----


---- . . ----

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. . . .

VALUE

SECTION A - A SIDE ELEVATION

PLAN

FRONT ELEVATION

REAR ELEVATION

SIDE ELEVATIONof

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P. O. BOX 22858 KAMPALA+256772443616

OCEA PUMP STATION - GATE HOUSE..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 OCA - PS - 102 ----


---- . . ----

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VALUE

of

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P. O. BOX 22858 KAMPALA+256772443616

PUMPING MAINCH. 0+000 - CH. 0+700

.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 4

190502 OCA - PM - 101 ----


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VALUE

of

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 2 4

190502 OCA - PM - 102 ----


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. . . .

VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 3 4

190502 OCA - PM - 103 ----


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VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 4 4

190502 OCA - PM - 104 ----


. . . .

. . . .

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VALUE

³

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616

OCEA TANK - SITE LAYOUT..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 OCA - TK - 101 ----


---- . . ----

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. . . .

VALUE

N

SECTION A-A SCALE 1:75

SECTION B-B SCALE 1:75

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P. O. BOX 22858 KAMPALA+256772443616

OCEA STORAGE TANK - ELEVATIONS..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 OCA - TK - 102 ----


---- . . ----

. . . .

. . . .

. . . .

B

WATER

LEVEL IND

ICATO

R

A

PLAN VIEW SCALE 1:50B

A

WALK W

AYW

ALK WAY

4MM

STEEL PLATE4M

M STEEL PLATE

STEEL LADDERWITH SAFETY HOOP

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P. O. BOX 22858 KAMPALA+256772443616

OCEA STORAGE TANK - PLAN VIEW..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 OCA - TK - 103 ----


---- . . ----

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P. O. BOX 22858 KAMPALA+256772443616

DISTRIBUTION MAIN 1CH.0+000 - CH. 0+700

.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 5

190502 OCA - DM - 101 ----


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. . . .

VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 2 5

190502 OCA - DM - 102 ----


. . . .

. . . .

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. . . .

VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616

DISTRIBUTION MAIN 1CH. 1+400 - CH. 2+100

.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 3 5

190502 OCA - DM - 103 ----


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. . . .

VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 4 5

190502 OCA - DM - 104 ----


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. . . .

VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 5 5

190502 OCA - DM - 105 ----


. . . .

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. . . .

VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 3

190502 OCA - DM - 201 ----


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. . . .

VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 2 3

190502 OCA - DM - 202 ----


. . . .

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. . . .

VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 3 3

190502 OCA - DM - 203 ----


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VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 3

190502 OCA - DM - 301 ----


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. . . .

VALUE

of

.SARICK

.

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 2 3

190502 OCA - DM - 302 ----


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. . . .

VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 3 3

190502 OCA - DM - 303 ----


. . . .

. . . .

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. . . .

VALUE

of

.SARICK

.

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 2

190502 OCA - DM - 401 ----


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. . . .

VALUE

of

.SARICK

.

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 2 2

190502 OCA - DM - 402 ----


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VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 1

190502 OCA - DM - 501 ----


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VALUE

of

.SARICK

.

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 2

190502 OCA - DM - 601 ----


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VALUE

of

.SARICK

.

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 2 2

190502 OCA - DM - 602 ----


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VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 4

190502 OCA - DM - 701 ----


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VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 2 4

190502 OCA - DM - 702 ----


. . . .

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VALUE

of

CLIENT NAME1CLIENT NAME2CLIENT NAME3CLIENT NAME4

PROJECT NAME 1PROJECT NAME 2PROJECT NAME 3

COMPANY NAME 1COMPANY STREET ADDRESS

COMPANY POSTAL ADDRESSCOMPANY TELEPHONE NUMBER

DRAWING TITLE 1DRAWING TITLE 2DRAWING TITLE 3

SCALE DESIGNER DRAFTER CHECKER

APPROVER MAY. '19 3 4

190502 OCA - DM - 703 ----


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VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 4 4

190502 OCA - DM - 704 ----


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VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616

DISTRIBUTION MAIN 1ACH. 0+000 - CH. 0+700

.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 4

190502 EDN - DM 11A ----


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. . . .

VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 2 4

190502 EDN - DM 12A ----


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VALUE

of

.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 3 4

190502 EDN - DM 13A ----


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VALUE

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.SARICK

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P. O. BOX 22858 KAMPALA+256772443616


.

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 4 4

190502 EDN - DM 14A ----


. . . .

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. . . .

VALUE

GENERAL NOTES FOR STANDARD DETAIL DRAWINGS

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P. O. BOX 22858 KAMPALA+256772443616

SD 100 GENERAL NOTES..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

. . . .

. . . .

. . . .

VALUE

PROJECT:

CONSULTANT:

CONTRACTOR:

SUB-CONTRACTORS:

G.L.

CLIENT:

Black Letters onwhite background

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P. O. BOX 22858 KAMPALA+256772443616

SD-101 CONTRACT SIGN BOARD..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

. . . .

. . . .

. . . .

VALUE

500

300

1800

CHA

IN L

INK

FEN

CIN

G

600

400

A A

G.L.

Overhang toface outward

3 holes forbarbed wire

100 x 100 mmprecast concreteposts class 20

3No. holes forline wires

500

500 x 500 x 500 Class 15mass concrete foundation

FENCE POST1:20

3000 CENTRES MAX.

INTERMEDIATE POST

2851

800

CORNER POST

COMPACTED BACKFILL

150

300

500

STRUT

300

500x500

250mm thick brick wall

LINE WIRE

LINE WIRE

Stretcher bar

Cleat Eye bolt Mesh

STRAINING POST ATMAX 45000 CENTRES

250 mm thick brick wallextending 300 mm intothe ground

CHAIN LINK FENCE TO BE EMBEDDEDONE BRICK HEIGHT IN THE WALL

85 X 85 mm Brace

500 X 250 X 125mmPrecast or cast in situconcrete block

Class 15 ConcreteFooting For Wall300mm Wide

CHAINLINK FENCE1:50

SECTION A - A1:5

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P. O. BOX 22858 KAMPALA+256772443616

SD-104 CHAINLINK FENCING..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

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VALUE

A A

ELEVATIONN.T.S

SECTION A - AN.T.S

SECTION A - AN.T.S

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P. O. BOX 22858 KAMPALA+256772443616

SD-105B DOUBLE GATE..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

. . . .

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. . . .

VALUE

TYPE 'B'FOR USE ON FLAT STAIRCASE STRINGERN.T.S.

TYPE 'A'FOR USE ON STAIRCASE STRINGERN.T.S.

TYPE 'C'FOR USE ON CONCRETE STAIR TREADSN.T.S.

of

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P. O. BOX 22858 KAMPALA+256772443616

SD 106A FORGED STEEL STANCHION..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

. . . .

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TYPE 'D'FOR USE ON FLAT SURFACESN.T.S.

TYPE 'E'FOR USE ON KERB ANGLESN.T.S.

TYPE 'F'FOR USE ON PLATFORMS HAVING10mm THICK CHEQUER PLATE DECKINGN.T.S.

TYPE 'H'FOR USE ON PLATFORMS HAVING20mm OPEN GRILLE DECKINGN.T.S.

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P. O. BOX 22858 KAMPALA+256772443616

SD 106C FORGED STEEL STANCHION..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

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. . . .

DETAIL OF RUNG WELDING

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P. O. BOX 22858 KAMPALA+256772443616

SD 106D HANDRAIL ARRANGEMENT..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

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P. O. BOX 22858 KAMPALA+256772443616

SD 112A AIR VALVE PIPEWORK..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

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P. O. BOX 22858 KAMPALA+256772443616

SD 107E MILD STEEL ACCESS LADDER - TYPE A..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

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P. O. BOX 22858 KAMPALA+256772443616

SD 107F MILD STEEL ACCESS LADDER - TYPE B..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

. . . .

. . . .

. . . .

TYPE 'C'INSIDE COVER FOR TANKS AND CHAMBERSN.T.S.

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P. O. BOX 22858 KAMPALA+256772443616

SD 107G MILD STEEL ACCESS LADDER - TYPE C..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

. . . .

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. . . .

A

A

SECTION A - AN.T.S.

DETAIL 'X' AT PLATFORM LEVELN.T.S.

RUNG CONNECTIONN.T.S.

SEMI-CIRCULAR HOOPN.T.S.

RECTANGULAR HOOPN.T.S.

CIRCULAR HOOPN.T.S.

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P. O. BOX 22858 KAMPALA+256772443616

SD 107H MILD STEEL LADDER ACCESS DETAILS..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

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P. O. BOX 22858 KAMPALA+256772443616

SD 110 FLOW METER PIPEWORK..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

. . . .

. . . .

. . . .

A

A

FGL

SECTION A - AN.T.S.

FGL

LONGITUDINAL SECTIONN.T.S.

GATE VALVE - TYPE 1

PIPE SCHEDULE

ITEM DESCRIPTION

6 Air valve main 350-600dia valve 80mm diameter

5 Isolating valve main 100-300dia valve 50mm diameter

232

4

5

6

113 Socket tee flanged branch 80/50 dia as required

4 Flanged pipe 80/50 dia as required

2 Make-up pipe

1 Flexible adaptor if required

AIR VALVE PIPEWORKof

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P. O. BOX 22858 KAMPALA+256772443616

SD 111A GATE VALVE - TYPE 1..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

. . . .

. . . .

. . . .

VALUE

SECTION X - XN.T.S.

SECTION X - XN.T.S.

X

PLANN.T.S.

X

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P. O. BOX 22858 KAMPALA+256772443616

SD118I ANCHOR BLOCKS FOR BENDS..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

. . . .

. . . .

. . . .

1. All dimensions are in millimetres unless indicatedotherwise.2. Figured dimensions to be taken in preference toscaling of drawings.3. The Contractor is to check all dimensions before anyworks commence.4. Report any discrepancy to the Engineer at theearliest.5. This drawing is to be read in conjunction with allrelevant General arrangement drawings.6. Concrete is to be Class 30/20 unless stated otherwise.7. Minimum trench width for uPVC pipes = OD + 300 (to a minimum width of 600).8. The minimum trench width for ductile iron pipes = OD + 6009. For General Notes, see Standard Drawing No. SD 100. - OD = Outside Diameter of pipe

PLANN.T.S.

PLANN.T.S.

SECTION X - XN.T.S.

SECTION X - XN.T.S.

SECTION X - XN.T.S.

SECTION X - XN.T.S.

PLANN.T.S.

PLANN.T.S.

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P. O. BOX 22858 KAMPALA+256772443616

SD 118L ANCHOR BLOCKS FOR TEES AND DEAS ENDS..

V. 1:250; H. 1:2500 KKG SM ORD

KKG MAY. '19 1 6

190502 ---- ----


---- . . ----

. . . .

. . . .

. . . .

1. All dimensions are in millimetres unless indicatedotherwise.2. Figured dimensions to be taken in preference toscaling of drawings.3. The Contractor is to check all dimensions before anyworks commence.4. Report any discrepancy to the Engineer at theearliest.5. This drawing is to be read in conjunction with allrelevant General arrangement drawings.6. Concrete is to be Class 30/20 unless stated otherwise.7. Minimum trench width for uPVC pipes = OD + 300 (to a minimum width of 600).8. The minimum trench width for ductile iron pipes = OD + 6009. For General Notes, see Standard Drawing No. SD 100. - OD = Outside Diameter of pipe

Documents

SD 118L Anchor Blocks for Tees and Deas Ends · of. sarick.. ocea water supply system.. gerald komakech flat c7, rovis apartments, plot 49 ntinda rd. p. o. box 22858 kampala +256772443616