Proposed Lusaka Staff Parking temporal fencing details.pdf
PDF 168 KB Posted
- Attached to
- Parking Lot Expansion Project
- Solicitation number
- PR12253735
- Issued by
-
Department of State
About this file
The provided document appears to be a set of technical details for the construction of a temporary fence for a staff parking area at the U.S. Embassy in Lusaka, Zambia. The details include specifications for the fence materials, such as the diamond mesh, posts, horizontal tubes, and concrete foundation. Additionally, the document includes structural notes outlining requirements for the concrete, reinforcement, and other construction elements.
The document is related to a federal contract opportunity for the Parking Lot Expansion Project at the U.S. Embassy Lusaka. The solicitation (PR12253735) calls for the expansion of three existing parking lots, covering approximately 250, 240, and 240 square meters respectively. The work will involve the expansion of crushed stone, concrete, and grass areas in the current staff parking area and the lawn areas north of the Utility Building and west of the Chancery Building.
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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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