Lusaka NEC Parking Details.pdf

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Parking Lot Expansion Project
Solicitation number
PR12253735
Issued by

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This document contains details on the paving, fencing, and manhole specifications for the Lusaka Staff Parking Expansion Project. The project will expand approximately 250 square meters of the existing staff parking area, 240 square meters of lawn north of the Utility Building, and 240 square meters of lawn west of the Chancery Building. The drawing includes details on concrete curbs, concrete pavers, aggregate subbase, and anti-ram wall extensions. Structural requirements specify 30 MPa concrete, high tensile steel reinforcement, and solid concrete blocks with a minimum 15 MPa compressive strength. The related federal contract opportunity is Solicitation Number PR12253735 for the Parking Lot Expansion Project, issued by the Department of State for the U.S. Embassy in Lusaka, Zambia.

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Other files

File Type Posted
NEC parking expansion Specifications (4).pdf PDF
Proposed Lusaka Staff Parking North of UTL layout.pdf PDF
lUSAKA NEC PARKING SITE GRADING NORTH OF UTL.pdf PDF
Existing staff parking drainage and grading north.pdf PDF
Existing Furnishing details.pdf PDF
Existing Site Layout of staff parking north.pdf PDF
Lusaka Staff Car Park Proposed parking.pdf PDF
Lusaka NEC perimeter Fence new elevations.pdf PDF
LUSAKA NEC PARKING SITE GRADING SOUTH OF MAIN STAFF TPARKING.pdf PDF
Lusaka NEC parking site grading - north west of staff parking.pdf PDF
COVER LETTER - SOLICITATION NUMBER 19ZA6024PR12253735 FOR EMBASSY COMPOUND PARKING EXPANSION PROJECT AP (002) (002).pdf PDF
Proposed Lusaka Staff Parking West of Chancery layout.pdf PDF
lUSAKA NEC PARKING SITE GRADING WEST OF CHANCERY.pdf PDF
Existing site drainage and grading south.pdf PDF
SOLICITATION NUMBER 19ZA6024PR12253735 FOR EMBASSY COMPOUND PARKING EXPANSION PROJECT AP.pdf PDF
Proposed Lusaka Staff Parking temporal fencing details.pdf PDF
Lusaka staff parking pavement details.pdf PDF
Existing Planting Details.pdf PDF
SF1442- REQUEST FOR QUOTATION NUMBER 19ZA6024PR124PR12253735 FOR EMBASSY COMPOUND PARKING PROJECT AP (002).pdf PDF
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CURB DETAIL AT STAFF PARKING

CURB DETAIL AT GRASSED AREAS

CONCRETE PAVER ROADWAY DETAIL

Cast Iron Manhole cover (government supplied)

Concrete collar height as required to finish grade

Y16 @300

Y16 @300

Temporal formwork to prevent cable damage during concrete demolition

Drill & epoxy with Hilti 170mm min embed

Break 400mm concrete spilce new steel to existing

Y12 U bar @450

Y12 continous bar @ 200

R16 Dowel

ANTI RAM WALL EXTENSION DETAIL

Coping 300

TYPICAL SECTION AT POST

HSS 100X50X6

20X20 Pickets @150 O.C

HSS 100x100x6

Embedded Plate 16x200x 300 w/(4) 20mm Nelson Studs spaced @150x 230 gage

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 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

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REVISIONS

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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 75mm

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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

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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LUSAKA

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FEB , 2024

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DRAWING TITLE:

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PAVING , FENCE AND

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MANHOLE DETAILS

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C/NEC/P/2023/05/A

AutoCAD SHX Text 1:16

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CHUMA

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CHUMA

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CHUMA

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