S101 -USA EMBASSY BOUNDARY WALL ELEVATIONS-REV C.pdf

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19Z11525Q0014-A00001: Residential Brick Perimeter Wall Construction for US Embassy Harare, Zimbabwe
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PR15171013
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Concrete coping with dpc under

Concrete coping with dpc under

Klinker Face Brick Wall

Klinker Face Brick Wall

S-101 Anti climb coiled concertina wire on top of the wall to specialist detail

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Anti climb coiled concertina wire on top of the wall to specialist detail Anti climb coiled concertina wire on top of the wall to specialist detail

GROUND LEVEL

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under Concrete coping with dpc under

Klinker Face / Hard Burnt Brick Wall

Klinker Face / Hard Burnt Brick Wall

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Anti climb coiled concertina wire on top of the wall to specialist detail

Anti climb coiled concertina wire on top of the wall to specialist detail

NGL

Concrete coping with dpc under

Concrete coping with dpc under

Anti climb coiled concertina wire on top of the wall to specialist detail

Concrete coping with dpc under

Concrete coping with dpc under

NGL

Concrete coping with dpc under

Klinker Face/Hard Burnt Brick Wall

Concrete coping with dpc under

Klinker Face/Hard Burnt Brick Wall

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Anti climb coiled concertina wire on top of the wall to specialist detail Anti climb coiled concertina wire on top of the wall to specialist detailAnti climb coiled concertina wire on top of the wall to specialist detail

NGL

S-101

Anti climb coiled concertina wire on top of the wall to specialist detail Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Concrete coping with dpc under

Anti climb coiled concertina wire on top of the wall to specialist detail Anti climb coiled concertina wire on top of the wall to specialist detail

Klinker Face / Hard Burnt Brick Wall

Klinker Face / Hard Burnt Brick Wall

NGL

A

S-101 Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite460 x 480mm

Brick Pier 460 x 480mm Brick Pier 460 x 480mm

Brick Pier 460 x 480mm Brick Pier

460 x 480mm Brick Pier

460 x 480mm Brick Pier

460 x 480mm Brick Pier

460 x 480mm Brick Pier460 x 480mm

Brick Pier

Expansion joint with kaylite

Wheep holes 75mm diameter

Wheep holes 75mm diameter

Wheep holes 75mm diameter

Wheep holes 75mm diameter

Wheep holes 75mm diameter

230 x 460mm RC Column

230 x 460mm RC Column

Expansion joint with kaylite

230 x 460mm RC Column

230 x 460mm RC Column

Expansion joint with kaylite

230 x 460mm RC Column

230 x 460mm RC Column

Expansion joint with kaylite

230 x 460mm RC Column

230 x 460mm RC Column

Expansion joint with kaylite

230 x 460mm RC Column

230 x 460mm RC Column

Expansion joint with kaylite

230 x 460mm RC Column

230 x 460mm RC Column

Expansion joint with kaylite

230 x 460mm RC Column

230 x 460mm RC Column

AConcrete coping with dpc under

Concrete coping with dpc under

230mm Brick Wall foundation depth depth to be 700min and final to be determined on site by a specialist

Boundary Line

W al l h ei gh t 2 m to pp ed w ith c on ce rti na ra zo r w ire

NGL

Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite

Expansion joint with kaylite

35875

460 x 480mm Brick Pier

460 x 480mm Brick Pier

460 x 480mm Brick Pier

460 x 480mm Brick Pier

460 x 480mm Brick Pier

460 x 480mm Brick Pier

460 x 480mm Brick Pier

B

CC

141.8 1°

Expansion joint with kaylite141.81°

Wheep holes 75mm diameter

230 x 460mm RC Column

Wheep holes 75mm diameter

230 x 460mm RC Column 230 x 460mm

RC Column

230 x 460mm RC Column

230 x 460mm RC Column

Expansion joint with kaylite

48040164804520480

B

Expansion joint with kaylite

230 x 460mm RC Column

230 x 460mm RC Column

Expansion joint with kaylite

230 x 460mm RC Column

230 x 460mm RC Column

Expansion joint with kaylite

230 x 460mm RC Column

230 x 460mm RC Column

Expansion joint with kaylite

230 x 460mm RC Column

230 x 460mm RC Column

Expansion joint with kaylite

230 x 460mm RC Column

230 x 460mm RC Column

3400 480 4520 480 4520 480 4520 480 4520 480 4000

S-101

Gneraal Notes

1/ All dimensions and levels to be verirified on site prior to commencing setting out

2/ This Drawing must be read in conjection with all relevant drawings , schedules and specifications and all other consultants related to the project

3/ Dicrepencies , errors and omissions to be brought up imediately they become evident

4/ All dimension and levels must be checked on site by contractor before putting work at hand

Walls

1/ Unless otherwise stated foundation walls shall be of red industrials bedded in 1:4 mix motar and to have brickforce every 3rd course from foundation to slab level.

2/ Unless otherwise stated superstructure brickwork shall be tested and approved stock type bricks bedded in 1:4 mix motar and to have brick force every 5th course from d.p.c up to window head and every course thereafter up to wall plate level.

3/ All d.p.c to be min150 above finished ground level unless

Drainage notes

1/ Provide 4 drainage weep holes in each panel where stormwater drainage is required.

Further specifications

1/ The contractor is responsible for the correct setting out of all buildings, all walls with particular reference to boundaries and building lines and discrepancies are to be reported to the architect immediately.

2/ Contractor to check all requirements necessitated by local and/on site conditions and reported to the architect immediately.

3/ Contractor to locate and identify existing services on site and protect them from damage.

4/ Figured dimensions to be taken in preference of scaling drawings

5/ D.P.M under walls. window cills and floors.

9/ On completion of contract all rubbish and rubble to be cleared by the contractor and the premises to be left fit for occupation.

B Concrete coping with dpc under

Concrete coping with dpc under

230mm Brick Wall

Property Boundary Line

RC Column

W al l h ei gh t 2 .7 5m to pp ed w ith c on ce rti na ra zo r w ire

W al l h ei gh t 2 0m m foundation depth depth to be 700min and final to be determined on site by a specialist

BCHOD

22 York Avenue, Newlands

Zimbabwe Harare

Brian Colquhoun Hugh O'Donnell and Partners

E-mail : sem@bchodhre.co.zw / civils@bchodhre.co.zw Facsimile : (263-4) 795897 Telephone : (263-4) 250767, 255716 / 255718

CONSULTING ENGINEERS

Offices also in: South Africa, Botswana, Swaziland, Zambia

Scale

Checked by

Drawn by

Project Date

Project Number

A0 Size

As indicated

/8 /2 :4 9:

C

BOUNDARY WALL

ELEVATIONS AND

SECTIONS

SUB-DIVISION A, PORTION

OF LOT No 379 HIGHLANDS

ESTATE, PORTION OF

WELMOED

July 2025

C.T.M

T.C

S-101

1 : 50

TYPICAL NORTH-WEST BOUNDARY WALL ELEVATION

1 : 50

TYPICAL NORTH-EAST BOUNDARY WALL ELEVATION

1 : 50

EAST BOUNDARY WALL ELEVATION

3 1 : 50

TYPICAL SOUTH-EAST BOUNDARY WALL

1 : 50

TYPICAL SOUTH-WEST BOUNDARY WALL ELEVATION

1 : 50

TYPICAL NORTH-WEST BOUNDARY WALL PLAN

1 : 50

TYPICAL NORTH-EAST BOUNDARY WALL PLAN

1 : 25

TYPICAL BRICK WALL SECTION (NW & SW ELEV)

1 : 50

TYPICAL SOUTH-WEST BOUNDARY WALL PLAN

1 : 50

EAST BOUNDARY WALL PLAN

1 : 50

TYPICAL SOUTH-EAST BOUNDARY WALL PLAN

No. Description Date

A FOR INFORMATION ONLY 09/07/2025

B REVISED WALL HEIGHTS 17/07/2025

C REDUCED WALL

HEIGHTS (NW & SW

ELEV)

24/07/2025

1 : 25

TYPICAL WALL SECTION (NE & SE ELEV)

File details come from the government source that posted it. Updated .