Lusaka NEC perimeter Fence new elevations.pdf
PDF 281 KB Posted
- Attached to
- Parking Lot Expansion Project
- Solicitation number
- PR12253735
- Issued by
-
Department of State
About this file
This document is a detailed drawing for a proposed fence elevation and plinth extension for a staff parking area at the U.S. Embassy in Lusaka, Zambia. The drawing provides specifications for the construction, including the dimensions, materials, and reinforcement required. Key details include the use of 400mm concrete spikes, Y12 steel bars at 450mm and 200mm spacing, and R16 dowels. The drawing also shows the overall layout of the proposed fence and gate arrangement, including dimensions and radii for the curved sections. This drawing appears to be part of a larger Parking Lot Expansion Project solicitation issued by the U.S. Department of State for work at the U.S. Embassy in Lusaka, Zambia. The solicitation covers the expansion of existing parking lots on the secure side of the embassy compound.
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Text version
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
0+10400+1046 0+1065
0+1070
NEW FENCE ARRANGEMENT BETWEEN CHAINAGE 1040 AND 1070 - NORTH
17100
R2250
R1250
174 175
177 178
.3
.2
.4
.3
+ 1297.64
+ 1297.13 (Top of plinth)
.3
.1
.3
.5
+ 1297.39 + 1297.39 + 1297.64
+ 1297.13
0+1070 (Chainage) 0+1040
Staff Parking Gate
Perimeter Fence
HC HC HC
HC
HC
14000
17100
59000
27541
R1250
R1250
R2250
R2250
R1250
R1250
R1250 R1250
R1250
R1950
163 164 165 166 167 168 169 170 171 172 173
174 175
177 178
183 184
.3
.2
.4
.3
.6
.1
.3
.1
.3
.5
.3
.3
.6
.1
.1
.1
AutoCAD SHX Text scrariffied and Compacted Subbase
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 plinth to be extended
AutoCAD SHX Text Water lines to be plugged off
AutoCAD SHX Text Wall to be extended with spikes
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 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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PROPOSED FENCE ELEVATION
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CHAINAGE 1040 TO 1070
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AND PLINTH EXTENSION DETAIL
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C/NEC/P/2023/02/A
AutoCAD SHX Text 1:75
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CHUMA
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CHUMA
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CHUMA
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AND REINFORCEMENT ADDED
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DATE
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SIKANA
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FOUNDATION FOOTING REVISED
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