Attachment 0003 Appendix C ARMY Sign.pdf

APPENDIX “C”

It shall be noted that Appendix “C” is considered reference information regarding relocating the existing “ARMY” sign. The Repair Davenport End of the Government Bridge project is not requiring a new sign.

The reference information shall be used to relocate the existing sign. The relocation shall follow the referenced information regarding specifications and design.

Install New Entrance Signs

IJO: 2013-5847

I. Scope of Work:

The contractor shall install three (3) new entrance signs at the locations shown in the accompanying drawings.

II. Guidelines A. Materials

1. Sign and background frame: Materials shall be fabricated with aluminum with a painted finish. Paint to match a brushed aluminum finish, Dark Bronze (MP 26077), or Yellow (PMS 123) depending on area of sign.

2. Army Emblem: Material shall be ½” thick, full color aluminum, provided by the government and given to the contractor to install by the COR.

a) Emblem will have ½” diameter pilot holes in each corner. Contractor shall design the frame to support the emblem and be responsible for the installation of the emblem.

b) Contractor shall be responsible to countersink the fasteners such that they are flush with the sign and paint the fastener heads to match the emblem face where the pilot holes are located.

3. Letterforms: Material shall be ½” thick aluminum. Paint to match a brushed aluminum finish.

4. Base: Base shall be constructed of concrete set to frost depth. There shall be a minimum 3” thick limestone veneer on all exposed concrete faces. Limestone veneer blocks shall have a pattern that matches the limestone facade on the Moline Gate guardshacks.

Figure 1: Limestone Pattern to duplicate

The base for the sign to be installed will be installed such there is a min. 2” above the grade of the new pavement. Install ½” expansion material between the sign foundation and the surrounding pad.

Place expansion at the interface of the pavement and sign foundation.

B. Specifications All materials and work to be accomplished in accordance with accompanying drawings and guidance and all materials shall be installed in conformance to the manufacturer’s recommendations. The Contractor shall comply with all applicable federal, state, local, and military laws and regulations. Any information provided by the government or the government’s approval of a contractor’s plan shall not relieve the Contractor from its requirement to determine and comply with the applicable laws and regulations.

1. Base materials: Concrete shall be a C-4 mix. The subbase shall be a modified subbase gradation compacted to 95% modified proctor.

C. Protective Measures Contractor shall apply a protective coating the sign and stonework to protect against graffiti.

Figure 2: Artistic Rendering, including subbase and foundation.

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PCC

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WORK.

IMAGE IN SCOPE OF

GUARD SHACKS. SEE

MATCH PATTERN OF

LIMESTONE VENEER

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2013-5847

Rock Island Arsenal

"Home of U.S. Army Logistics"

NOTES:

COLORS

#6 REBAR @ 12" OC

2" WIDE BRUSHED ALUMINUM

2" WIDE YELLOW

BRUSHED ALUMINUM

3. ALL BRUSHED ALUMINUM FINISHES SHALL MATCH.

2. YELLOW: PMS 123.

1. DARK BRONZE: MP 26077 OR EQUIVILENT.

N.T.S.

FOUNDATION ELEVATION

N.T.S.

FOUNDATION SECTION

N.T.S.

SIGN SECTION

N.T.S.

SIGN ELEVATION

ft -3 /2

4ft- 1/8 "

BRONZE

DARK

LETTERING

ALUMINUM

BRUSHED

1/2" THICK

APPROVAL PRIOR TO FABRICATION.

4. SIGN CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND COLOR SAMPLES FOR

THE EMBLEM AS WELL AS BE RESPONSIBLE TO INSTALL THE EMBLEMS.

CONTRACTOR SHALL BE RESPONISIBLE TO DESIGN FRAMES THAT ARE CAPABLE OF SUPPORTING

EMBLEMS SHALL EXTRUDE FROM THE SIGN BY 1/2". EMBLEM SHALL BE PROVIDED BY OTHERS.

3. LETTERFORMS SHALL BE 1/2" THICK ALUMINUM. SIGN PANELS SHALL BE 1/8" THICK ALUMINUM.

BE HELVETICA NEUE 65 MEDIUM.

2. FONT ON THE SIGN FACE SHALL BE HELVETICA NEUE 75 BOLD. FONT ATTACHED TO THE BASE SHALL

3 SECOND GUSTS OF 90 MPH.

1. SIGNS SHALL BE CAPABLE OF WITHSTANDING SUSTAINED WINDS OF 60 MPH WITH UP TO

michael.panilo Callout PCC Core with Limestone Veneer

C. Protective Measures

C. Protective Measures