Proposed Lusaka Staff Parking North of UTL layout.pdf
PDF 235 KB Posted
- Attached to
- Parking Lot Expansion Project
- Solicitation number
- PR12253735
- Issued by
-
Department of State
About this file
This document appears to be a design drawing for a proposed parking lot expansion project at the U.S. Embassy in Lusaka, Zambia. The project will expand the existing parking lots located west of the Chancery building, north of the Utility Building, and the existing staff parking area. The expansion will cover approximately 250 square meters of the crushed stone, concrete, and grass areas. The drawing provides structural details and notes for the proposed parking lot layout and expansion. The related federal contract opportunity is Solicitation Number PR12253735 for the Parking Lot Expansion Project, with the Department of State as the procuring agency. The solicitation describes the required work and scope, but does not provide additional details such as response dates, pricing terms, or set-asides.
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Text version
utility building
PROPOSED
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
3230015000
R850
25300 utility building
EXISTING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
15300
31800
41235
R
15665
STRUCTURAL
NOTES:
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AutoCAD SHX Text existing storm drain
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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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PROPOSED PARKING LAYOUT
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NORTH OF UTL BUILDING
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C/NEC/P/2023/07
AutoCAD SHX Text 1:100
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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.
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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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