lUSAKA NEC PARKING SITE GRADING NORTH OF UTL.pdf

PDF 262 KB Posted

Attached to
Parking Lot Expansion Project
Solicitation number
PR12253735
Issued by

About this file

This document appears to be a site grading and drainage plan for the expansion of the parking lot north of the utility building at the U.S. Embassy in Lusaka, Zambia. The plan includes details such as existing and proposed elevations, storm drainage, tree removal, and the placement of a new bicycle rack and temporary fencing. It provides structural notes specifying the required concrete compressive strength, reinforcements, and block work. The related federal contract opportunity is for the overall Parking Lot Expansion Project, which covers approximately 250 square meters of the crushed stone, concrete, and grass in the current staff parking area, 240 square meters of the lawn areas located north side of the Utility Building, and 240 square meters of the lawn area west of the Chancery Building. The solicitation number is PR12253735 and the agency is the Department of State.

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Text version

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AutoCAD SHX Text Existing storm drain

AutoCAD SHX Text existing

AutoCAD SHX Text existing trees to be removed

AutoCAD SHX Text New Bicycle Rack

AutoCAD SHX Text Temporary Fence

AutoCAD SHX Text existing drain grating

AutoCAD SHX Text City Fire Hydrant

AutoCAD SHX Text light pole

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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

AutoCAD SHX Text DRAWING No.

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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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AutoCAD SHX Text MINIMUM COVER TO REINFORCEMENT TO BE 40mm

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OF CONCRETE.

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COMPRESSIVE STRENGTH.

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ALL STRUCTURAL CONCRETE TO BE GRADE 30/19.

AutoCAD SHX Text WITH A MINIMUM YIELD STRENGTH OF 450 MPa.

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ALL REINFORCEMENTS TO BE HIGH TENSILE STEEL

AutoCAD SHX Text SOLID CONCRETE BLOCKS TO HAVE MINIMUM 15 MPa.

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ALL BLOCK WORK TO BE WET PRIOR TO PLACEMENT

AutoCAD SHX Text EXCEPT LINKS; TO BE MILD STEEL 250MPa YIELD

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STRENGTH

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STRUCTURAL NOTES

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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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LUSAKA

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DRAWING TITLE:

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SITE GRADING AND DRAINAGE

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PART PLAN

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NORTH OF UTILITY BUILDING

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CHUMA

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CHUMA

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CHUMA

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C/NEC/P/2024/10

AutoCAD SHX Text FOR THE SURFACE BED AND 25mm FOR THE WORK

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TOP SLAB

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