Attachement 1_Drawings_2ID_Monument_Installation_v4_Revision_19Jul24.pdf
PDF 4 MB Posted
- Attached to
- Install 2ID Indianhead Statue, USAG Humphreys
- Solicitation number
- W91QVN24R0086
About this file
This document is a set of drawings for the installation of a 2nd Infantry Division (2ID) monument at Camp Humphreys in the Republic of Korea. The drawings include the proposed location centered on a traffic circle, a plan view showing the layout of the monument and surrounding concrete slab, front elevation details, and construction details for the concrete slab. The monument will feature a 2ID patch made of tiles, with the bottom of the patch aligned southeast towards Indian Head Avenue. The statue will face southeast, centered on the 2ID star. The concrete slab foundation will be 0.15m thick with wire mesh reinforcement. This is in support of the federal contract opportunity W91QVN24R0086 to "Install 2ID Indianhead Statue, USAG Humphreys", issued by the Department of the Army Materiel Command Army Contracting Command.
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Text version
DIVISION ENGINEERS
2ND INFANTRY DIVISION
2ND INFANTRY DIVISION
INDIAN MONUMENT
CAMP HUMPHREYS, ROK
SUBMISSION DATE: 03/29/24
REVISION NUMBER: 04
SIGN: DATE:
SIGN: DATE:
DIV ENG TECH: CW3 VELIZ, RENE
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SHEET
IDENTIFICATION
G-01
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DIVISION ENGINEERS
2ND INFANTRY DIVISION
ROK/US COMBINED DIVISION
INDEX OF SHEETS
PAGE SHEET DESCRIPTION
1 G-01 TITLE PAGE
2 C-01 PROPOSED LOCATION
3 A-01 PLAN VIEW
4 C-02 FRONT ELEVATION
5 C-03 CONSTRUCTION DETAILS
6 E-01 LIGHTING PLAN
SIGN: DATE: 29MAR24
SIGN: DATE: 29MAR24
DIV ENG: LTC AUSTIN, DEREK C.
VELIZSALCE.RENE.129012213
SHEET 1 OF 6
Digitally signed by
VELIZSALCE.RENE.1290122135
Date: 2024.03.29 10:24:58 +09'00'
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DIVISION ENGINEERS
2ND INFANTRY DIVISION
ROK/US COMBINED DIVISION
PR
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SHEET
IDENTIFICATION
C-01
PROPOSED LOCATION1 SCALE: 1/32" : 1'
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PROPOSED LOCATION CENTERED
ON TRAFFIC CIRCLE, FRONT OF
MONUMENT FACING SOUTHEAST
SHEET 2 OF 6
• Bottom of the 2ID Patch is SE aligned with Indian head Ave
• The face of the statue faces SE toward Indian head ave.
• The Statue centered on 2ID Star
• 2ID Patch is made of tiles
• Green = Grass
A B C D E F
G H I J K
SHEET
IDENTIFICATION
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DIVISION ENGINEERS
2ND INFANTRY DIVISION
ROK/US COMBINED DIVISION
PLAN VIEW1 SCALE: 1/8" : 1'
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NOTES:
1. INSTALLATION OVER CONCRETE SLAB
WILL BE TILES SHOWCASING 2ID
COMBINED DIVISION SHIELD,
SURROUNDED BY GRASS.
2. 2ID SHIELD ALIGNED WITH INDIANHEAD
AVE ALIGNMENT.
3. MONUMENT CENTERED ON STAR,
FACING SOUTHEAST. PL
AN
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A-02
SHEET 3 OF 6
IDENTIFICATION
C-02
SHEET 4 OF 6
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DIVISION ENGINEERS
2ND INFANTRY DIVISION
ROK/US COMBINED DIVISION
FR
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1 FRONT ELEVATION
SCALE: 1/4" : 1'
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0.15m CONCRETE SLAB ON GRADE
FOUNDATION (2ID SHIELD SHAPE)
FOR VISUALIZATION ONLY
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DIVISION ENGINEERS
2ND INFANTRY DIVISION
ROK/US COMBINED DIVISION
C O
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SIDEWALK DETAIL1 SCALE: 1-1/2" : 1'
FINISHED GRADE
BELOW SLAB
SURFACE
6X6-W1.4XW1.4
WELDED WIRE
FABRIC @ MID DEPTH
NOTES:
1. CONCRETE USED SHALL HAVE A SPECIFIED MINIMUM
COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS.
2. CONCRETE REINFORCING STEEL SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A615, GRADE 60. REINFORCING
TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS
OF ASTM A706, GRADE 60.
3. CONCRETE COVER OVER STEEL REINFORCING SHALL
CONFORM TO THE MINIMUMS REQUIRED BY ACI 318.
4. WHERE IT COMES NECESSARY, EXPANSION JOINTS ARE TO
BE PLACED 25-35 FEET APART DEPENDING ON TRANSVERSE
JOINT MARKINGS AND WHERE SIDEWALK IS BUILT DIRECTLY
AGAINST EXISTING CONCRETE.
5. WHERE IT COMES NECESSARY, CONCRETE JOINT MATERIAL
TO BE FLUSH WITH THE SLAB SURFACE, HALF INCH
PREMOLDED FIBER.
6. LONGITUDINAL JOINT MARKINGS NOT REQUIRED.
7. WHERE IT COMES NECESSARY, TRANSVERSE HAND
TOOLED JOINT MARKINGS ARE TO BE MADE TO FORM
BLOCKS AS NEARLY TO SQUARE AS PRACTICAL.
8. DESIRABLE SLAB CROSS SLOPE IS 1.5%, ABSOLUTE
0.15m AGGREGATE BASE
@ 95% MODIFIED PROCTOR
COMPACTED SUBGRADE
0.15m
VAPOR BARRIER
9. WHERE IT COMES NECESSARY TO REMOVE PARTS OF
EXISTING CONCRETE, IF ANY, THE RESULTING EDGES
SHALL BE CUT TO A NEAT LINE, AND ANY OFFSETS IN SUCH
LINES SHALL BE MADE AT RIGHT ANGLES.
IDENTIFICATION
C-03
SHEET 5 OF 6
MAXIMUM IS 2.0%.
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