Layout1 (11) - Kenya Red Cross

COUNTY GOVERNMENT OF TAITA TAVETA KENYA RED CROSS SOCIETY

MAUNGU BUGUTA LOT 2: CIVIL WORKS TENDER DOCUMENTS VOLUME 3: BOOK OF DRAWINGS JANUARY 2017 SUBMITTED BY:

CLIENT: KENYA RED CROSS SOCIETY P.O. Box 40712-00100 NAIROBI

GENERAL DRAWING INDEX- MAUNGU - BUGUTA - PIPELINE WORKS TITLE

S/No.

DRAWING No.

MAUNGU - BUGUTA: LOCATION MAPS 1

Maungu Buguta Project Layout Map

WMCL-KRC-LM 01

2

Maungu Buguta Project Schematic

WMCL-KRC-LM 02

DETAILED DRAWINGS: MAUNGU PUMPING STATION 3

Site Layout and General Arrangement - Maungu Pump Station

WMCL-KRC-MPS-01

4

Generator room Details

WMCL-KRC-MPS-02

5

Structural Details for New 50m³ Sump Tank

WMCL-KRC-MPS-03

DETAILED DRAWINGS: ITINYI PUMPING STATION 6

Site Layout and General Arrangement - Itinyi Pumping Station

WMCL-KRC-IPS-01

7

Pump and Pipe Fittings in New Pump House - Itinyi Pump Station

WMCL-KRC-IPS-02

8

50m3 Tank - Inlet and Outlet Chamber Details - Sheet 1 - Itinyi Pumping Station

WMCL-KRC-IPS-03

9

Inlet and Outlet Chamber Structural Details - Sheet 1 - Itinyi Pumping Station

WMCL-KRC-IPS-04

STANDARD DETAILS :MAUNGU - BUGUTA 10

Sign Board Details

WMCL-KRC-STD-01

11

Gate and Pedestrian Details

WMCL-KRC-STD-02

Chainlink Fence Details

WMCL-KRC-STD-03

Barbed Wire Fence Details

WMCL-KRC-STD-04

12 13

MARUNGU TANK CONNECTION 14

Site Layout and General Arrangement

WMCL-KRC-MTC-01

15

350m3 Tank - Inlet and Outlet Chamber Details -Marungu Tank

WMCL-KRC-MTC-02

16

Inlet and Outlet Chamber Structural Details -Marungu Tank

WMCL-KRC-MTC-03

SASENYI TANK CONNECTION 17

Site Layout

WMCL-KRC-STC-01

18

Connection to existing outlet

WMCL-KRC-STC-02

SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES

COUNTY GOVERNMENT OF KILIFI

CONSULTING ENGINEERS

KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA

Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:[email protected]

REVISIONS DATE

DEC, 2016

DESCRIPTION

First Issue

SURVEYED

BY

DESIGNED

BY

P.K.M D.M

DRAWN

BY

G.G

CHECKED

BY

D.M

APPROVED

BY

P.M.K Date : DECEMBER,2016

TAVETA New 50m3 Tank Maungu Pumping Station Maungu water Kiosk

Itinyi Tank & Pump Station 50M3 Proposed Zaire Tank Itinyi Center Existing rising main to be converted to a return distribution line Chamani Water Point Proposed Zaire Marungu Water Point

Proposed Kale Jiweni Water Point

Marere Water Point Existing Marungu Tanks (2No) 350 M3 Proposed New Tank

Existing Kale Water Point

Existing 125m3 Mkamenyi Tank

Existing Sasenyi Tank

KEY

Proposed Mkamenyi Primary Water Point

Existing Tank Proposed Tank

Buguta East Water Point

Existing Water Point Proposed Water Point

Sasenyi Village near Mwangaza ECD

Existing Line New Line

Buguta Tank

Sasenyi Primary School

Proposed Rising Main

Proposed Sasenyi Primary Water Point

Proposed Gravity Main

SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES CLIENT



REVISIONS Wanjohi Mutonyi Consult Ltd., DATE DESCRIPTION P.O. Box 21714-00505, DEC- 2016 First Issue Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:[email protected]

COUNTY GOVERNMENT OF TAITA TAVETA SURVEYED

BY

P.K.M

DESIGNED

BY

D.M

DRAWN

BY

G.G

CHECKED

BY

D.M

APPROVED

BY

P.M.K

Date : DECEMBER - 2016 Drg. No. WMCL-KRC-LM-01

Sheet No.1 of 1




REVISIONS Wanjohi Mutonyi Consult Ltd., DATE DESCRIPTION P.O. Box 21714-00505, 1st DEC - 2016 First Issue Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:[email protected]


BY

P.M.K

DESIGNED

BY

D.M

DRAWN

BY

G.G

CHECKED

BY

D.M

APPROVED

BY

P.M.K

Date : DECEMBER - 2016

Drg. No. WMCL-KRC-LM-02

Sheet No. 2 of 2

DETAIL "A"

DN 200 Existing

Tee Junction

PN 0, 15 ed DN opos Pr

200 DN ting Exis

9




REVISIONS Wanjohi Mutonyi Consult Ltd., DATE DESCRIPTION P.O. Box 21714-00505, 1st DEC2016 First Issue Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:[email protected]


BY

P.K.M

DESIGNED

BY

D.M

DRAWN

BY

G.G

CHECKED

BY

D.M

APPROVED

BY

P.M.K

Date : DECEMBER - 2016 Drg. No. WMCL-KRCS-MPS-01

A PV

PV

CONCRETE LOUVRES

CONCRETE LOUVRES

PV

FRONT ELEVATION

PV

100X50 INTERNAL MEMBERS

RIDGE CAPPING

SIDE ELEVATION

REAR ELEVATION

ASBESTOS ROOFING SHEETING 75X50 PURLINS @900 MM C/C

150X50 RAFTER MEMBERS


100X50 INTERNAL MEMBERS

A

GMS SQUARE GUTTER CEILING 450X200 BEAM

GROUND FLOOR LAYOUT TRUSS T1

100X50 WALL PLATE

200 THICK MASONRY WHERE PRESENT ON LAYOUT

T1 2Y12-01

RC SLAB 150 THICK REINFORCED WITH A 142 FABRIC MESH, COVER 30MM

150

SECTION A-A

T1

T1

T1

150X50 BOTTOM CHORD MEMBERS

1

MINIMUM DEPTH

450

500 GAUGE DPM ON 50 MM STONE DUST BLINDING/MURRAM BLINDING ON 300 MM COMPACTED HARDCORE IN 2 LAYERS OF 15OMM EACH

200

200

Y8-02-200c/c

2Y12-01

200

200

200

1

MIN 1200


600

450X200 RING BEAM CONCRETE BLINDING 1:3:6 , 50 THICK

75X50 PURLINS @900 MM C/C

Y10-03-200 B1 3Y8-04-200 B2

FOUNDATION LAYOUT

ROOF LAYOUT

SECTION 1-1


COUNTY GOVERNMENT OF TAITA TAVETA




REVISIONS DATE

Dec, 2016

DESCRIPTION

First Issue

SURVEYED

BY

P.K.M

SCALES

DESIGNED

BY

DRAWN

BY

D.M G.G

Hor: 1:2000

CHECKED

BY

D.M

Vert: 1:200

APPROVED

BY

P.K.M Date :

DECEMBER,2016

Drg. No.

WMCL-KRC-MPS-02

Sheet No. 03 of 03

THIS DRAWING IS THE COPYRIGHT OF THE STRUCTURAL/CIVILENGINEER

PUDDLE FLANGE

W3

5000

200

100mm SHORT RADIUS BEND 90

200

200

Ø 100 mm G.S NIPPLE WITH MOSQUITO GAUZE COVER

1000

2

M/H

50M³ SUMP TANK

3

200

750 (MIN) ROCK PITCHING

600

NOTES 1. ALL STRUCTURAL AND CIVIL DRAWINGS SHALL BE READ IN CONJUCTION WITH ALL OTHER RELEVANT CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND SCHEDULES AND REPORT ANY DISCREPANCY TO THE ENGINEER IMMEDIATELY.

CLASS 20 CONCRETE MIN WIDTH 200MM EITHER SIDE OF THE PIPE 5000

W2

M/H

OGL

W4

2

IT IS ILLEGAL TO USE IT FOR PURPOSES OF CONSTRUCTION OR TO REPRODUCE IT IN PART OR IN WHOLE WITHOUT THE AUTHOR'S PRIOR CONSENT.

4. ONLY FIGURED DIMENSIONS SHALL BE TAKEN FROM THIS DRAWING. 5. THE DEPTH OF FOUNDATION SHALL BE TO HARD STRATUM AND APPROVED BY THE STRUCTURAL NGINEER.

See note 15 & 16

3

3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE INDICATED.

6. ALL REINFORCEMENT FIXING SHALL BE INSPECTED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONCRETING. 7. ALL CONRETE WORKS SHALL COMPLY TO THE REPUBLIC OF KENYA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION SECTION 17.

1500

Submersible SP-30-17 Or Similar

600 600

1500

M/H

200

9. ALL STRUCTURAL CONCRETE FOR THE BEAMS AND SOLID SLABS SHALL BE CLASS 25(1:1.5:3) WITH MINIMUM CUBE STRENGTH OF 17 N/mm² at 7 DAYS AND 25N/mm² AT 28 DAYS WITH 20mm MAX AGGREGATE SIZE.

200

W1

8. ALL STRUCTURAL CONCRETE FOR THE COLUMNS, RETAINING WALLS AND FOUNDATIONS SHALL BE CLASS 30(1:1:2) WITH MINIMUM CUBE STRENGTH OF 14 N/mm² at 7 DAYS AND 30N/mm² AT 28 DAYS WITH 20mm MAX AGGREGATE SIZE.

Sump

Submersible SP-30-17 Or Similar M/H

2No. Submersible SP-30-17 Or Similar

Water

600

5000

200

200

10. BLINDING CONCRETE SHALL BE CLASS 20(1:2:4). 11. CONCRETE COVER : FOUNDATIONS -50mm ; COLUMNS 40mm ; BEAMS - 25mm ; SOLID SLABS - 25mm.

300

1

SECTION 1 - 1 SCALE 1:25

UNDERGROUND WATER TANK PLAN 300

SCALE 1:40

12. REINFORCEMENT NOTATIONS SHALL BE : Y- HIGH YIELD SQUARE TWISTED BARS TO BS4461 OR EQUIVALENT ; R - ROUND MILD STEEL TO BS4449 OR IT'S EQUIVALENT. 13. ALL EXCAVATION AND FILLING FOR STRUCTURES SHALL COMPLY TO THE REPUBLIC OF KENYA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION SECTION 7. 14. SAMPLE MATERIALS TO BE APPROVED BY THE ENGINEER PRIOR TO WORKS. 15. WATER TANK CONCRETE TO BE WATERPROOFED USING MASTERSEAL (ADMIXTURE) MIXED INTO CONCRETE OR ITS EQUIVALENT AS SHALL BE DIRECTED BY THE STRUCTURAL ENGINEER

2 No. Ø 100 mm G.S ELBOWS

200

16. CONCRETE FINISH SHOULD BE SMOOTH OR PLASTERED

25X3 mm SECURITY STRIP Ø 100 mm G.S NIPPLE 200

5000

200

200

200 140

Ø 100 mm G.S NIPPLE WITH MOSQUITO GAUZE COVER

See note 15 & 16

300

300

3000

3000

See note 15 & 16

300

300




600

600





Date :

Drg. No. WMCL-KRC-MPS-03

Sheet No. 1 of 3


2X11Y8-08 - 200 NF&FF

1


NOTES 5000

200

2. THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND SCHEDULES AND REPORT ANY DISCREPANCY TO THE ENGINEER IMMEDIATELY.

200

200

200

1. ALL STRUCTURAL AND CIVIL DRAWINGS SHALL BE READ IN CONJUCTION WITH ALL OTHER RELEVANT CONTRACT DOCUMENTS.

3. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE INDICATED. 4. ONLY FIGURED DIMENSIONS SHALL BE TAKEN FROM THIS DRAWING. 5. THE DEPTH OF FOUNDATION SHALL BE TO HARD STRATUM AND APPROVED BY THE STRUCTURAL NGINEER. 6. ALL REINFORCEMENT FIXING SHALL BE INSPECTED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONCRETING. 7. ALL CONRETE WORKS SHALL COMPLY TO THE REPUBLIC OF KENYA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION SECTION 17.

2

8. ALL STRUCTURAL CONCRETE FOR THE COLUMNS, RETAINING WALLS AND FOUNDATIONS SHALL BE CLASS 30(1:1:2) WITH MINIMUM CUBE STRENGTH OF 14 N/mm² at 7 DAYS AND 30N/mm² AT 28 DAYS WITH 20mm MAX AGGREGATE SIZE. 9. ALL STRUCTURAL CONCRETE FOR THE BEAMS AND SOLID SLABS SHALL BE CLASS 25(1:1.5:3) WITH MINIMUM CUBE STRENGTH OF 17 N/mm² at 7 DAYS AND 25N/mm² AT 28 DAYS WITH 20mm MAX AGGREGATE SIZE.

3000

3000

2

10. BLINDING CONCRETE SHALL BE CLASS 20(1:2:4). 11. CONCRETE COVER : FOUNDATIONS -50mm ; COLUMNS 40mm ; BEAMS - 25mm ; SOLID SLABS - 25mm.

2X34Y12-07 - 150 NF&FF

12. REINFORCEMENT NOTATIONS SHALL BE : Y- HIGH YIELD SQUARE TWISTED BARS TO BS4461 OR EQUIVALENT ; R - ROUND MILD STEEL TO BS4449 OR IT'S EQUIVALENT. 13. ALL EXCAVATION AND FILLING FOR STRUCTURES SHALL COMPLY TO THE REPUBLIC OF KENYA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION SECTION 7.

07

07

07

07

07

07

07

07

07

07

07

07

07 5400

07

07

07

07

07

07

SECTION 2 - 2

08 08

01

01

01

08 08

08 200

Y8@200

01

Typical Buttress

SECTION 1 - 1

SCALE 1:20

SCALE 1:20


4Y12-01

200

200

07

07

08

07

08

07

200

07

200


08

08

08

SCALE 1:20

08

3000

RC WALL 'W1,2,3&4' 200 THICK 4 No.

08 08

08 08

1

15. WATER TANK CONCRETE TO BE WATERPROOFED USING MASTERSEAL (ADMIXTURE) MIXED INTO CONCRETE OR ITS EQUIVALENT AS SHALL BE DIRECTED BY THE STRUCTURAL ENGINEER

400

200

08

08

5000

08

200

14. SAMPLE MATERIALS TO BE APPROVED BY THE ENGINEER PRIOR TO WORKS.

200

200

200

200





Date :


Sheet No. 2 of 3

5400 6Y10-31-200 B1 ALT. REV

4Y10-03-200 T2 4Y10-04-200 B2

6Y10-32-200 B1 ALT. REV


6Y10-31-200 B1 ALT. REV


NOTES

22Y10-13-200 T1 22Y10-14-200 B1

1. ALL STRUCTURAL AND CIVIL DRAWINGS SHALL BE READ IN CONJUCTION WITH ALL OTHER RELEVANT CONTRACT DOCUMENTS.

3700

23

23


23


22Y10-17-200 T2

4. ONLY FIGURED DIMENSIONS SHALL BE TAKEN FROM THIS DRAWING.

22Y10-18-200 B2

5. THE DEPTH OF FOUNDATION SHALL BE TO HARD STRATUM AND APPROVED BY THE STRUCTURAL NGINEER.

25Y8-23-200 B1 4Y8-23-200 B2

2 5400

6. ALL REINFORCEMENT FIXING SHALL BE INSPECTED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONCRETING.

23 23

7. ALL CONRETE WORKS SHALL COMPLY TO THE REPUBLIC OF KENYA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION SECTION 17. 8. ALL STRUCTURAL CONCRETE FOR THE COLUMNS, RETAINING WALLS AND FOUNDATIONS SHALL BE CLASS 30(1:1:2) WITH MINIMUM CUBE STRENGTH OF 14 N/mm² at 7 DAYS AND 30N/mm² AT 28 DAYS WITH 20mm MAX AGGREGATE SIZE.

23 23

26Y10-17-200 T1 1700

10. BLINDING CONCRETE SHALL BE CLASS 20(1:2:4).

Cat Ladder Hooks

11. CONCRETE COVER : FOUNDATIONS -50mm ; COLUMNS 40mm ; BEAMS - 25mm ; SOLID SLABS - 25mm. 12. REINFORCEMENT NOTATIONS SHALL BE : Y- HIGH YIELD SQUARE TWISTED BARS TO BS4461 OR EQUIVALENT ; R - ROUND MILD STEEL TO BS4449 OR IT'S EQUIVALENT.

23 23

23 23 11Y10-40-200 T2 11Y10-38-200 B2

9. ALL STRUCTURAL CONCRETE FOR THE BEAMS AND SOLID SLABS SHALL BE CLASS 25(1:1.5:3) WITH MINIMUM CUBE STRENGTH OF 17 N/mm² at 7 DAYS AND 25N/mm² AT 28 DAYS WITH 20mm MAX AGGREGATE SIZE.

26Y8-20-200 B2 ALT. REV

26Y10-18-200 B1

23 23

13. ALL EXCAVATION AND FILLING FOR STRUCTURES SHALL COMPLY TO THE REPUBLIC OF KENYA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION SECTION 7.

2


CORNER DETAIL 5400

6Y10-31-200 B1 ALT. REV

15. WATER TANK CONCRETE TO BE WATERPROOFED USING MASTERSEAL (ADMIXTURE) MIXED INTO CONCRETE OR ITS EQUIVALENT AS SHALL BE DIRECTED BY THE STRUCTURAL ENGINEER

6Y10-33-200 B1 ALT. REV


TANK ROOF RC SLAB 200mm THICK

TANK BASE RC SLAB 200mm THICK SCALE 1:25

Access Manhole

SCALE 1:25 Cat Ladder Hook

16mm M.S. SQUARE BARS STEPS AT 300mm c/c 1500

200

26Y10-17-200 T1 8Y10-37-200

11Y10-40-200 T2

50x50x6mm

600

1050

625

3000

200

ANGLE RUNNER

38

Water tank Surface 600 11Y10-18-200 B1 26Y10-38-200 B2

WALL ON PLANWALL - CORNER ON PLAN DETAIL - CORNER DETAIL

SUMP RC DETAIL SECTION 2-2

SCALE; 1:16

SCALE; 1:16


REMOVABLE CAT LADDER DETAILS SCALE 1:30





Date :


Sheet No. 3 of 3

5

4

4

50

4

3120

NOTES

5Y10-01-150 B1

1560

1560


680

8Y10-02-200 B2

Concrete Cover Slabs

A

3. ONLY FIGURED DIMENSIONS SHALL BE TAKEN FROM THIS DRAWING.

2710

4. THE DEPTH OF FOUNDATION SHALL BE TO HARD STRATUM AND APPROVED BY THE STRUCTURAL NGINEER. 6. ALL REINFORCEMENT FIXING SHALL BE INSPECTED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONCRETING.

COVER SLAB RC DETAILS SCALE: 1:25

7. ALL CONRETE WORKS SHALL COMPLY TO THE REPUBLIC OF KENYA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION SECTION 17. 9. ALL STRUCTURAL CONCRETE SHALL BE CLASS 25(1:1.5:3) WITH MINIMUM CUBE STRENGTH OF 17 N/mm² at 7 DAYS AND 25N/mm² AT 28 DAYS WITH 20mm MAX AGGREGATE SIZE.

75

680

A

675

675

Slotted Lifting Hook

R12-03-Lifting Hooks


150

10. BLINDING CONCRETE SHALL BE CLASS 15(1:6:8). 12. REINFORCEMENT NOTATIONS SHALL BE : Y- HIGH YIELD SQUARE TWISTED BARS TO BS4461 OR EQUIVALENT ; R - ROUND MILD STEEL TO BS4449 OR IT'S EQUIVALENT.

TOP SLAB PLAN LAYOUT SCALE: 1:50

13. ALL EXCAVATION AND FILLING FOR STRUCTURES SHALL COMPLY TO THE REPUBLIC OF KENYA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION SECTION 7.

Y10-04-300 NF/FF

1460

150 75

Y8-05-300 NF/FF

R12 Lifting Hook RC Beam

300

200 300

200

2Y12-09

300

1460

150

75 150

Determine on Site


SECTION A-A RC COVERS

Y8-11-200 LINKS

300 2Y12-10

SCALE: 1:50

Y8-08-200 B2/T1

300x300 RC BEAM SCALE: 1:25

Y10-07-200 B1/T2

CHAMBER WALLS RC DETAILS SCALE: 1:25 SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES

COUNTY GOVERNMENT OF KILIFI




REVISIONS DATE

DECEMBER, 2016

DESCRIPTION

FIRST ISSUE

P.K.M

SURVEYED

BY

DESIGNED

BY

D.M.M

DRAWN

BY

G.G

CHECKED

BY

D.M.M

APPROVED

BY

P.M.K Date : DECEMBER,2016 Drg. No. WMCL-KRC-IPS-04

Sheet No. 4 of 4

REPUBLIC OF KENYA

TEXT IS BLACK ON WHITE BACKGROUND (LOGO IN COLOUR) TEXT IS BLACK ON WHITE BACKGROUND (SPECIMEN OF LOGO AVAILABLE FROM CONSULTANT)

D:\JOB\COAST WTER PROJECT-BARICHO\Topo\CWSB LOGO.png

TEXT IS BLACK ON WHITE BACKGROUND

CONSTRUCTION OF MAUNGU - BUGUTA PIPELINE FINANCIER:

COUNTY GOVERMENT OF KILIFI & KENYA REDCROSS SOCIETY

CONSULTANT :

TEXT IS BLACK ON WHITE BACKGROUND (SPECIMEN OF LOGO AVAILABLE FROM CONSULTANT)

TEXT IS BLACK ON WHITE BACKGROUND (SPECIMEN OF LOGO AVAILABLE FROM CONTRACTOR)

100 X 50 X4 mm THICK RHS PAINTED BLACK 250

P.O Box 21714-00505, Corner Ngong/ Ndemi Road. email: [email protected]

CONTRACTOR :

TEXT IS BLACK ON WHITE BACKGROUND (SPECIMEN OF LOGO WITH CONTRACTOR)

LOGO

45°

BRACING AGAINST WIND 100X 50 mm RHS

35

15

100 x 50 x 4mm THICK RHS PAINTED BLACLK

GROUND LEVEL 0

60

C 20/25 CONCRETE C 20/25 CONCRETE

0

30

10Ø MILD STEEL PULSES WELDED ON TO FLAT SIDE





REVISIONS Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:[email protected]

SURVEYED

BY

P.K.M

DATE

DESCRIPTION

DESIGNED

BY

D.M

1st DEC, 2016

First Issue

DRAWN

BY

G.G

CHECKED

BY

D.M

APPROVED

BY

P.M.K

SCALES Hor: 1:2000 Vert: 1:200

Date :

DECEMBER ,2016 Drg. No.

WMCL-KRC-STD-01

4000

600

950

A

450

OUTSIDE

RHS 75x37

INSIDE CLEAT TYPE 1 6mm DIA. ROD x 345mm LONG

75x37 RHS GATE FRAME

400

FIXED PANEL

39

SCALE 1:20 75x37 RHS GATE FRAME

EQ

CLEAT TYPE 2

RHS 37x25

50

50x50x4mm WITH 10 DIA. HOLE EQ

DROP BOLT

50

CLEAT TYPE 2 VIEW A 75x37 RHS

100

CLEAT TYPE 1

GATE FOR PEDESTRIANS

75x37 RHS

37x25 RHS

200

200

100 100

ALL VERTICAL R.H.S.

LOCKING CLEATS

50

6mm DIA. DROP BOLT

EQ

EQ 50

EQ

50x50x4mm WITH 10mm DIA. HOLE SLOTTED OPEN

EQ

RHS 75x37

EQ

75x37 RHS

EQ

PRECAST CONCRETE COPING FINE CHISEL DRESSED STONE WORK

INSIDE

50x37x6mm WITH 20mm DIA. HOLE FOR PADLOCK, 50mm LONG

DETAIL OF LOCKING CLEATS FOR LARGE GATE SCALE 1:10

10

PLAN

140

37

OPENING

GATE FOR VEHICLES

OUTSIDE

400 CLEAT TYPE 2

FINE CHISEL DRESSED STONE WORK CONCRETE COLUMN CLASS 20 STEEL REINFORCEMENT

RHS 37x25

25x25x3mm THICK PLATE WELDED TO 6mm DIA. ROD

EQ EQ

HINGES BOLT LOCKING DEVICE

400

600

140 140 140140 140

450

LOCKING CLEATS WITH 16mm DIA HOLE FOR PADLOCK

7

600

200

200

900

40

24 200

120 100

24 40 200

24

200

16mm DIA. ROD

BLACK BITUMENOUS PAINT ON 12mm WOODFLOAT RENDER

12 STONE PIER

10mm DIA. ROD

248 25

120

6mm THICK PLATE

8048 80 120

B

G.L.

INSIDE

24 200

100 10036

200 200 200

CLEAT TYPE 3

20mm

24

240

55x50x6mm THICK PLATE

200

6mm DIA. DROP BOLTS CONCRETE HUMP WITH TWO NUMBERS 10mm DIA. BORE FOR DROP BOLTS ELEVATION

100

200

G.L.

CLEAT TYPE 3

100 100

200

200

RHS 75x37

CLEAT TYPE 3

BOLT LOCKING DEVICE

DETAIL OF LOCKING BOLT FOR SMALL GATE 75x37 RHS

37x25 RHS

VIEW B

50x50x4mm THK. 12mm DIA M.S. ROD

10mm MS FLAT

75x75x6

75x37 RHS

37x25 RHS DETAIL OF HINGE FOR LARGE GATE SCALE 1:10

STONE WORK

WASHER 18mm DIA M.S. ROD

DETAIL OF HINGE FOR SMALL GATE SCALE 1:10

16mm DIA. FLAT WASHER




COUNTY GOVERNMENT OF TAITA TAVETA REVISIONS


50x50x4mm THK

DATE

DESCRIPTION

DEC,2016

FIRST ISSUE

SURVEYED

BY

DESIGNED

BY

DRAWN

BY

CHECKED

BY

APPROVED

PKM DM

GG DM BY PMK Date : DECEMBER,2016

Drg. No.

WMCL-KRCS-STD-02

Sheet No 2 of 4

NOTES a) APPROXIMATELLY EVERY 10th POST TO BE STRAINED b) POST TO BE AT 3300mm CENTRES c) TOP OF ALL POSTS TO BE KEPT IN UNIFORM LINE. d) CONCRETE MIXES FOR:

CHAIN LINK FENCE DETAILS

1. POSTS CLASS 20/20

2. STRAINER POSTS CLASS 20/20 3. FOUNDATION BLOCK CLASS 15/20 CONC. e) CHAIN LINK TO BE IN GAUGE 12 GALVANISED STEEL WIRE. f)

STRAINING WIRES TO BE 12 GAUGE GALVANISED STEEL PLAIN WIRES.

g) WIRES ON CRANK TO BE 12 GAUGE GALVANISED STEEL BARBED WIRE.

h) ALL STRUCTURAL OPENING DIMENSIONS TO BE CONFIRMED ON SITE BEFORE COMMENCING ANY FABRICATION i) STRAINING WIRES TO BE FIXED TO POST WITH GALVANIZED HOOK BOLTS 8mm DIA.x60mm LONG

340 10

0

250

150

62

0 15

j)

WHERE THE POST ENCROACHES ON PRIVATE LAND THE FENCE SHOULD BE ERECTED WITH CRANK POINTING TOWARDS THE SITE.

K) ALL DIMENSIONS ARE IN mm. UNLESS OTHERWISE STATED.

L) C/C = CENTRE TO CENTRE.

62

112 136°

15 0

42

4

300

300

11 2

M) CTs. = CENTRES. O) P.C.C = PRECAST CEMENT CONCRETE.

2400

700

700

N) M.S = MILD STEEL.

PRECAST CONCRETE POLE MIX CLASS 20/20 0

700

300

0

10

2150

100

PLOT BOUNDARY

112

GROUND LEVEL

1400

GROUND LEVEL

10mm BARS VERTICAL

450

112

300

6mm STIRRUPS AT 300mm C/C COVER 25mm

450 450

125

125

450

325

450

112

400

B

B

725

400

300

150

GROUND LEVEL

10mm DIA HOLES FOR HOOK BOLTS8mmx160mm LONG

112

450

DETAILS OF SINGLE P.C.C. DETAILS OF STRAINING P.C.C. POST FOR

SECTION B-B

DETAILS OF CORNER POSTS

1400

DETAIL OF POST

POST AT 3.0m C/C

CHAIN LINK FENCE AT 30.0m. C/C






REVISIONS DATE

1st Dec, 2016

DESCRIPTION

First Issue

SURVEYED

BY

P.K.M

DESIGNED

BY

D.M G.G

DRAWN

BY

CHECKED

BY

APPROVED

BY

D.M P.K.M Date : DECEMBER , 2016

Drg. No. WMCL-KRC-STD-03

Sheet No 3 of 4

NOTES th

a) ALL CORNER POSTS AND EVERY 10 SINGLE POST TO HAVE 2No. STAYS b) POSTS TO BE AT 3000mm CENTRES c) TOP OF ALL POSTS TO BE KEPT IN UNIFORM LINE d) EXTENT OF FENCING SHOWN ON THE LAYOUT PLANS e) N.T.S = NOT TO SCALE F) ALL DIMENSIONS IN mm

WATTLE POST FOR BARBED WIRE FENCE

3000

CL

200

x

x

x

x

x

x

30°

x

x

30° x

x

35

12mm M.S. SECURING BOLT

2No/150mm NOMINAL DIA. WATTLE STAYS 2100mmxLONG SINGLE WATTLE POST

x

x

100

GROUND LEVEL

x

80

x

x

x

112

x

x

x

x

x

x

x

x

x

2100

EDGE OF PLOT BOUNDARY

x

x

GALVANIZED BARBED WIRE

x

x

x

100mmx100mmx2700mm LONG STRAINERS

40

x

16mm DIA. HOLE FOR 12mm DIA. SECURING BOLT WITH NUT & WASHERS

x

x

STRAINED POST

30 30

200

x

200

GROUND LEVEL

16mm. HOLE FOR 12mm DIA. SECURING BOLT.

600

60

500 100

100mm CONC. CLASS 15/40 SURROUND

100mm CONC. CLASS 15/40 SURROUND

TYPICAL END ELEVATION - SINGLE POST ( TO BE PROVIDED AT 3000mm CENTRES )

0

100 150 100

30

60

600

100 0

200 200

200

200

1500

150mm NOMINAL DIA. TANALISED WATTLE POST 2100mm LONG

350

100

7No. STRANDS 16-GAUGE x20kg GALVANIZED BARBED WIRE FASTENED TO POST WITH U-NAILS

3000

1400

CL

0 10

1400

DETAIL `A'

TYPICAL FRONT ELEVATION - STAYED POST (STAYS TO BE PROVIDED AT 30000mm c/c AND AT CORNERS)

(N.T.S)

SCALE A1, 1:5 A3, 1:10

(N.T.S)





o


REVISIONS DATE

Dec, 2016

DESCRIPTION

First Issue

SURVEYED

BY

P.K.M

DESIGNED

BY

D.M

DRAWN

BY

G.G

CHECKED

BY

D.M

APPROVED

BY

P.K.M Date : DECEMBER , 2016

Drg. No. WMCL-KRC-STD-04

Sheet No 4 of 4

3120

5Y10-01-150 B1

1560

1560

680

8Y10-02-200 B2

Concrete Cover Slabs

A

2710

COVER SLAB RC DETAILS SCALE: 1:25

75

680

A

675

675

Slotted Lifting Hook

R12-03-Lifting Hooks

150

TOP SLAB PLAN LAYOUT

2Y12-09

SCALE: 1:50

1460

1460

300

150 75

Y8-05-300 NF/FF 2Y12-10

150

75 150

Y8-11-200 LINKS

R12 Lifting Hook

300x300 RC BEAM SCALE: 1:25

RC Beam

300

200 300

200

Determine on Site

300

Y10-04-300 NF/FF

SECTION A-A RC COVERS SCALE: 1:50

Y8-08-200 B2/T1 Y10-07-200 B1/T2

CHAMBER WALLS RC DETAILS SCALE: 1:25 SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES





REVISIONS DATE

DECEMBER-2017

DESCRIPTION

FIRST ISSUE

P.K.M

SURVEYED

BY

DESIGNED

BY

D.M.M

DRAWN

BY

G.G

CHECKED

BY

D.M.M

APPROVED

BY

P.M.K Date : DECEMBER,2016 Drg. No. WMCL-KRC-MTC-03

Sheet No. 3 of 3

2 4

1

5

7

6

8

S

B

PVC SC

3

ELEVATION

1

2

4

5

7

6

8

PVC

PLAN DIA. (mm)

FITTING PIPE ONE END FLANGED

2

SLUICE VALVE FLANGED

3

BULK WATER METER

4

ALL FLANGED LEVEL INVERT TEE

5

REDUCER / TAPER 75-50 FLANGED

6

PIPE ONE END FLANGED, L=600mm

7

SELF RESTRAINT DISMANTLING JOINT

8

PVC PIPE, PN 16

75 mm

1

50 mm

OUTLET

POS No.

No.

REMARKS

1 1 1 1 1 1 1 1

EXISTING EXISTING EXISTING EXISTING TO BE INSTALLED TO BE INSTALLED TO BE INSTALLED TO BE INSTALLED





.\MISC\WANJOHI M LOGO.png


REVISIONS DATE 1st DEC 2016

DESCRIPTION First Issue

SURVEYED

BY

P.K.M

DESIGNED

BY

D.M

DRAWN

BY

G.G

CHECKED

BY

D.M

APPROVED

BY

P.M.K

SCALES 1:300

SASENYI TANK OUTLET CONNECTION Date : DECEMBER, 2016

Drg. No. WMCL-STC-02

Sheet No.2 of 2