A.03_Drawings amendment 0002.pdf
PDF 1 MB Posted
- Attached to
- Site Preparation in Ta'if Saudi Arabia
- Solicitation number
- W912ER22R0010
About this file
This document package includes drawings and plans for a site preparation project in Ta'if, Saudi Arabia. The solicitation is being conducted by the U.S. Army Corps of Engineers Engineering District Middle East under solicitation number W912ER22R0010. The drawings show plans for a bulk POL storage area, munitions storage area, life support area, and operations and maintenance area. They include details for security fencing, aggregate surfaced roads, drainage features, and other site elements. The contractor will be responsible for final site design and construction according to the specifications, which include requirements for subgrade preparation, aggregate surfacing, and other technical standards.
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AMENDMENT 0002
INDEX OF DRAWINGS
SHT. REF. NO.
FILE NO.
REVISIONS
TITLEREV. NO. AM / COP NO.
GENERAL
GI001 SA-499848-GI001 COVER SHEET
GI011 SA-499848-GI011-02 AM 0002 INDEX OF DRAWINGS
GI021 SA-499848-GI021 STANDARD NOTES AND SYMBOLOGY
GI031 SA-499848-GI031 STANDARD ABBREVIATIONS
SITE DESIGN
GENERAL
GI001 SA-499848--GI001 COVER SHEET
CIVIL
CI002 SA-499848--CI002 PROJECT LOCATION MAP AND VICINITY PLAN
CS100 SA-499848--CS100 SITE PLAN - OVERALL PLAN
CS101 SA-499848--CS101-02 AM 0002 SITE PLAN - BULK POL STORAGE AREA
CS102 SA-499848--CS102 SITE PLAN - LIFE SUPPORT AREA (LSA)
CS103 SA-499848--CS103 SITE PLAN - LIFE SUPPORT AREA (LSA)
CS104 SA-499848--CS104-02 AM 0002 SITE PLAN - MUNITIONS STORAGE AREA (MSA)
CS105 SA-499848--CS105 SITE PLAN - AIR DEFENSE ARTILLERY (ADA)
CS106 SA-499848--CS106 SITE PLAN - OPERATIONS & MAINTENANCE AREA (O&M)
CS401 SA-499848--CS401 CIVIL DETAILS - FUEL TANK PAD & BERM
CS402 SA-499848--CS402 CIVIL DETAILS - MSA PAD AND BERM NOTES
STANDARD DETAILS
GENERAL
SG001 SA-499848#-SG001 COVER SHEET
CIVIL
SC511 SA-499848#-SC511 SECURITY FENCE DETAILS - TYPE FE5
SC512 SA-499848#-SC512 SECURITY FENCE GATE DETAILS - TYPE FE5
SC517 SA-499848#-SC517 SECURITY FENCE DETAILS - TYPE FE8
SC518 SA-499848#-SC518 SECURITY FENCE GATE DETAILS - TYPE FE8
X
X X
X X
X X
X X
X X
X X
X X
X X
XXXXXXXXXXXXXXXXXXXX
X X
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X X
X X X X X X X X X X X X X X X X X X X X X
POL
210,000 GAL
FABRIC
BAG, TYP.
(NIC)
SECURITY FENCE,
2.5 FROM BOUNDARY
FOR DETAILS SEE SHEET SC511
SECURITY FENCE,
2.5 M FROM BOUNDARY
FOR DETAILS SEE SHEET SC511
EXTEND TO
EXISTING ROADWAY APPROX. 100 M
PROPOSED 4.27 M AGGREGATE
SURFACED ROADWAY, 1% SLOPE
FOR TYPICAL ROAD SECTION
SEE SHEET CS401
10.00
8.0M SECURITY GATE, FOR
DETAILS SEE SHEET SC512
FOR TYPICAL BERM DETAILS
SEE SHEET CS401
SLOPE 1-2% TO PROVIDE POSITIVE DRAINAGE,
R14.43R14.43
R14.43 R14 .43
R 14.43
R14.43
7.62
20.49
N: 2376242.7270 E: 661943.7825
N: 2375964.6100 E: 662090.1599
N: 2376121.0420 E: 662387.3813
N: 2376404.3460 E: 662250.8576
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AMENDMENT 0002
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SHEET KEYNOTES
GENERAL SHEET NOTES
1. PROPOSED ACCESS ROAD. AGGREGATE SURFACING, SEE PARAGRAPH
4.3.2 IN SPECIFICATION SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS FOR
AGGREGATE SURFACING REQUIREMENTS
2. BERM AND PAD USE SUBGRADE COMPACTION. SEE PARAGRAPH 4.3.1 IN
SPECIFICATION SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS FOR
SUBGRADE PREPARATION
KEY PLAN
DIM. NOTE
DIMENSIONS SHOWN ARE IN METERS
UNLESS OTHERWISE NOTED.
1. COORDINATES DERIVED FROM UTM-WGS 1984 DATUM, ZONE 37 NORTH.
2. CONTOURS DERIVED FROM NGA-GRID WEBSITE, TOPOGRAPHIC SURVEY TO
BE PERFORMED BY THE CONTRACTOR FOR FINAL GRADING DESIGN.
3. DRAWING IS FOR BIDDING PURPOSES ONLY. ACTUAL SITE IS TO BE GIVEN
TO CONTRACTOR UPON AWARD OF CONTRACT. FINAL SITE DESIGN WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
A1 SITE PLAN - BULK POL STORAGE AREA
SCALE: 1:1000
NORTH
PLAN
X X
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PROPOSED AGGREGATE SURFACED ROADWAY,
SEE TYPICAL SECTION SHEET CS402 DETAIL 3,
SHEET FLOW WATER ACROSS PROPOSED ROADWAY
SECURITY FENCE, 2.5 M OFF BOUNDARY
FOR DETAILS SEE SHEET SC517
FOR TYPICAL BERM DETAILS, DIMENSIONS
FOR THE ROADWAY, AND DRAINAGE
CHANNELS SEE SHEET CS402
8 M SECURITY GATE, FOR DETAILS
SEE SHEET SC518
EXTEND TO EXISTING ROADWAY
APPROX. 90 M
299.10
606.06
1% SLOPE AWAY
FROM BERMS IN THE
DIRECTION OF THE ARROW
1% SLOPE AWAY
FROM BERMS IN THE
DIRECTION OF THE ARROW
N: 2377029.8900 E: 658853.9420
N: 2377085.9820 E: 659281.5100
N: 2377697.6700 E: 659153.4510
N: 2377698.7580 E: 658835.9510
BOUNDARY
R14.43
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R14.43
R1 4.
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AMENDMENT 0002
FI
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AM
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Meters
0 80 160
PL
O
T D
AT
E:
SHEET KEYNOTES
GENERAL SHEET NOTES
1. PROPOSED ACCESS ROAD. AGGREGATE SURFACING. SEE PARAGRAPH
4.3.2 IN SPECIFICATION SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS FOR
AGGREGATE SURFACING REQUIREMENTS
2. BERM AND PAD USE SUBGRADE COMPACTION. SEE PARAGRAPH 4.3.1 IN
SPECIFICATION SECTION 01 80 00.12 10, TECHNICAL REQUIREMENTS FOR
SUBGRADE PREPARATION
KEY PLAN
DIM. NOTE
DIMENSIONS SHOWN ARE IN METERS
UNLESS OTHERWISE NOTED.
1. COORDINATES DERIVED FROM UTM-WGS 1984 DATUM, ZONE 37 NORTH.
2. CONTOURS DERIVED FROM NGA-GRID WEBSITE, TOPOGRAPHIC SURVEY TO
BE PERFORMED BY THE CONTRACTOR FOR FINAL GRADING DESIGN.
3. DRAWING IS FOR BIDDING PURPOSES ONLY. ACTUAL SITE IS TO BE GIVEN
TO CONTRACTOR UPON AWARD OF CONTRACT. FINAL SITE DESIGN WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
1 SITE PLAN - MUNITIONS STORAGE AREA (MSA)
SCALE: 1:2000
NORTH
PLAN
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