S101 -USA EMBASSY BOUNDARY WALL ELEVATIONS-REV C.pdf
PDF 4 MB Posted
- Attached to
- 19Z11525Q0014-A00001: Residential Brick Perimeter Wall Construction for US Embassy Harare, Zimbabwe
- Solicitation number
- PR15171013
- Issued by
-
Department of State US Embassy Harare
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Text version
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 .