B08_GRSM_158579_202623_Solit_Attach 02b - pg 11 to 20 -Drawings.pdf

PDF 8 MB Posted

Attached to
GRSM 158579/202623 - Look Rock Rehabilitation
Solicitation number
140P2021R0007
Issued by

About this file

This document contains construction drawings related to a federal contract solicitation for rehabilitation work at Great Smoky Mountains National Park. The drawings depict site plans, construction details, signage details and other aspects of the planned rehabilitation of the Look Rock Campground, including water, electrical and accessibility elements. The related solicitation seeks offers for repair and alteration services at the campground, as issued by the National Park Service under solicitation number 140P2021R0007. The selected contractor will be responsible for executing the work depicted and specified in the provided drawings to rehabilitate the campground facilities.

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CRACK SEALING AND FILLING CENTERLINE DETAIL

Post dimensions are nominal.PLAN 1.2.3. Breakaway hole required.Drill holes perpendicularto the direction of traffic.

SECTION

4"

2'' Diameterbreakaway hole

2'-0" 3'-0''

6"

6"

(typ.)

NOTES :

1 2''

12''

Ensure all remaining overband isflush with the existing surface

Existing ground

5''

1.2.3.Prepare cracks for sealing and fillingaccording to Section 414. Followmanufacturer's recommendations forsealing and filling cracks.Force crack repair material into cracksto ensure adhesion to existing surface.See Subsection 414.06 for minimumcrack width.

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NOTES:

1. Ensure the cross slopes of ramps do not exceed 2% in the direction perpendicular to the pedestrian traffic.

2. Use a coarse broom finish running perpendicular to the slope to create a slip resistant surface on concrete ramp surfaces, exclusive of the detectable warning surfaces.

3. Construct ramp transitions beteen walks, gutters, or streets that are flush and free of abrupt vertical changes not to exceed 1/4-inch.

4. construct accessibility ramp with integral concrete coloring according to project specifications.

5. Construct concrete curb according to Sheet C13.

6. Adjust dimensions of accessibility ramp to match field conditions or as directed by the CO.

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STOP

ENTER

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NOTES:

1. Furnish heavy duty exterior grade construction adhesive confomring to project specifications for adhering angle to back of sign panels. Do not attach panel sign supports with bolts through sign panel.

2. Assemble each horizontal "Z" brace rail with two 3-inch x 2

1/2-inch x 1/4-inch 6061-T6 aluminum structural angles with

3/8-inch diameter hex head screws spaced at 24 inches center to center along length of rail.

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PARKING

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RESERVED

PARKING

PARKING

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RESERVED

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RESERVED

PARKING

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