Proposed Lusaka Staff Parking temporal fencing details (2).pdf
PDF 160 KB Posted
- Attached to
- Parking Lot Expansion Project
- Solicitation number
- 19ZA6024PR12253735
- Issued by
-
Department of State
About this file
This solicitation is for a parking lot expansion project at the U.S. Embassy in Lusaka, Zambia. The project involves expanding three parking lots located west of the Chancery building, north of the Utility Building, and another staff parking area for a total additional area of approximately 730 square meters. Scope of work includes earthworks, demolition, concrete work, paving, steel work, painting, minor electrical and plumbing, tree removal and replanting. The contractor's employees will be escorted while on site. A project drawings and specifications will be provided. Work will be completed in phases to allow traffic flow during construction. The contractor must provide temporary hoarding around work sites. The Department of State is the contracting agency.
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Text version
TYPICAL TEMPORAL FENCE
CONSTRUCTION
40X 40 X 2.5mm DIAMOND MESH
400mm Razor wire
100x 100 x2 Square Tube Post @ 2000
20Mpa Foundation Concrete
40x 80 x 2mm rectangular steel tube horizontals
50x 50mm tubes
40X40 SQ. Tube Post
30x30x1.6 SQ Tube frame
M10 Bolts and Nuts
150x 150mmx 3 base plate
40x 40mm Angle
TYPICAL TEMPORAL HOARDING
PANEL
40X 40 X 2.5mm DIAMOND MESH
SAFETY
SIGNAGE
STRUCTURAL
NOTES:
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REVISIONS
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AMENDMENTS
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DATE
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APPROVED
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REFERENCE DRAWINGS
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TITLE
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APPROVALS HE DOES SO ENTIRELY AT HIS OWN RISK.
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SHOULD THE CONTRACTOR PROCEED WITHOUT THE ABOVE
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INFORMATION SHOWN ON THE DRAWING AND DIMENSIONS
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CONTRACTOR TO CHECK AND VERIFY SUFFICIENCY OF
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IMMEDIATELY REPORTED TO THE PROJECT MANAGER.
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ANY OMMISIONS, DISCREPANCIES OR ERRORS TO BE
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FIGURED DIMENSIONS ON DRAWINGS TO BE GIVEN PRIORITY
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GENERAL NOTES:
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BEFORE COMMENCING WORK.
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OVER SCALING.
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CHECKED:
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DESIGNED:
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DRAWN:
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REVISIONS
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DATE:
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SCALE:
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PROJECT DESCRIPTION:
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LUSAKA STAFF PARKING
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TEMPORAL FENCING DETIALS
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C/NEC/P/2023/03
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CHUMA
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CHUMA
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CHUMA
AutoCAD SHX Text 4 REINFORCEMENT COVER TO BE 40mm FOR BEAMS AND .
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5 ALL DOWELS TO 16MM 400MM LONG.
AutoCAD SHX Text 3 SOLID CONCRETE BLOCKS TO HAVE MINIMUM 15Mpa .
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1. ALL CONCRETE 25Mpa UNLESS STATED
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2. ALL REINFORCEMENT TO BE HIGH TENSILE STEEL WITH
AutoCAD SHX Text A MINIMUM YIELD STRENGTH OF 450Mpa EXCEPT LINKS
AutoCAD SHX Text TO BE MILD STEEL 250MpA YIELD STRENGTH
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COMPRESSIVE STRENGTH
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AND 75MM WHERE CAST AGAINST EARTH
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