Proposed Lusaka staff parking pavement.pdf

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Parking Lot Expansion Project
Solicitation number
19ZA6024PR12253735
Issued by

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This solicitation is for a parking lot expansion project at the U.S. Embassy in Lusaka, Zambia. The project involves expanding three existing parking areas west of the Chancery building, north of the Utility Building, and west of the Chancery by a total of approximately 730 square meters. The 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 by embassy staff while on site. A project drawings and specifications will be provided. The contractor must provide temporary hoarding and phase the work to allow traffic flow during construction. The contracting officer's representative will oversee work progress. The solicitation was issued by the Department of State.

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Other files

File Type Posted
Proposed Lusaka Staff Parking north elevation (1).pdf PDF
Existing Site Layout of staff parking north (2).pdf PDF
Existing Planting Details.pdf PDF
Solicitation Number 19ZA6024PR12253735 for the Embassy Compound Parking Expansion Project D.pdf PDF
Existing site drainage and grading south (1).pdf PDF
COVER LETTER - SOLICITATION NUMBER 19ZA6024PR12253735 FOR EMBASSY COMPOUND PARKING EXPANSION PROJECT m.pdf PDF
Proposed Lusaka Staff Parking North of UTL layout (2).pdf PDF
NEC parking expansion Specifications (1).pdf PDF
Proposed Lusaka Staff Parking temporal fencing details (2).pdf PDF
Existing Furnishing details (2).pdf PDF
Proposed Lusaka staff parking pavement details.pdf PDF
SF1442- SOLICITATION NUMBER 19ZA6024PR12253735 FOR EMBASSY COMPOUND PARKING EXPANSION PROJECT c.pdf PDF
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Drill & epoxy with Hilti 170mm min embed

Top of existing concrete wall

Break 400mm concrete spilce new steel to existing

Y12 U bar @450

Y12 continous bar @ 200

R16 Dowel

WALL EXTENSION DETAIL

25X25 Chamfer 300

CONCRETE PAVER ROADWAY DETAIL

CURB DETAIL AT STAFF PARKING

CURB DETAIL AT GRASSED AREAS

STRUCTURAL

NOTES:

AutoCAD SHX Text 80mm Concrete Paver. 35MPa strength

AutoCAD SHX Text 25-40mm Sand bedding

AutoCAD SHX Text 150mm Compacted Aggregate Base

AutoCAD SHX Text scrariffied and Compacted Subbase

AutoCAD SHX Text Precast Curb

AutoCAD SHX Text 80mm Concrete Paver

AutoCAD SHX Text 150mm Compacted Aggregate

AutoCAD SHX Text subbase

AutoCAD SHX Text 20Mpa Concrete Backing

AutoCAD SHX Text Precast Curb

AutoCAD SHX Text 80mm Concrete Paver

AutoCAD SHX Text 150mm Compacted Aggregate

AutoCAD SHX Text subbase

AutoCAD SHX Text 20Mpa Concrete Backing

AutoCAD SHX Text Precast Curb

AutoCAD SHX Text Precast Curb

AutoCAD SHX Text No.

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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 JOB No.:

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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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PAVING DETAILS

AutoCAD SHX Text October 2023

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C/NEC/P/2023/04

AutoCAD SHX Text 1:20

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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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