AS-BUILT DWG SHEET B01_GUIS_11(4)_Typ_Section_v2.pdf

-Asphalt Concrete Patch (ACP) Patch, Type 2 _ 1%" ACP, %-inch Nominal Maximum Size Aggregate, < 0.3

Million ESAL, Type IV Roughness, (No Pay)

-Asphalt Tack Coat (No Pay)

Existing Asphalt - Pavement

- 5" ACP, %-inch Nominal Maximum Size Aggregate, < 0.3 Million ESAL, Two Equal Lifts, (No Pay)

- Separation-Stabilization Geotextile, Saw Cut (No Pay) f I

I

Class 2, Type A (No Pay)

- Removal of Pavement, Asphalt, 6%-Inch Depth (No Pay)

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ASPHALT CONCRETE PAVEMENT PATCH

(TYPE 2)

Centerline Repair

PMIS NPS

NO. NO.

STATE PROJECT

SHEET

NUMBER

Existing Asphalt - Pavement

FL NP-GUIS 11(4)

NOTES:

1. Locations will be identified in the field. Approximate dimensions are shown in the table below.

2. Provide materials according to the Standards and Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

3. Place backfill voids with native sand as needed underneath the asphalt pavement for the centerline and shoulder sections as directed by the CO

- ACP Patch, Type 2 _ 1%" ACP, %-inch Nominal Maximum Size Aggregate, < 0.3 Million

ESAL, Type IV Roughness (No Pay)

- Asphalt Tack Coat (No Pay)

- 5" ACP, %-inch Nominal Maximum Size Aggregate, < 0.3 Million

ESAL, Two Equal Lifts (No Pay)

- Separation-Stabilization Geotextile, Class 2, Type A (No Pay)

- Removal of Pavement, Asphalt, 6%-Inch Depth (No Pay)

- Backfill with Native Sand, Depth Varies

Saw Cut (No Pay)

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Existing ground

I 2'min. I 4'min.

Shoulder

ASPHALT CONCRETE PAVEMENT PATCH

(TYPE 2)

Shoulder Repair Only

SITE

Not to Scale

DESCRIPTION LENGTH WIDTH [FT]

[FEET]

Travel Lane 166 4 Shoulder 100 6

(Bike Lane) Shoulder 30 6

(Bike Lane) Shoulder 150 6

(Bike Lane) Shoulder 114 6

(Bike Lane)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

GULF ISLANDS NATIONAL SEASHORE

TYPICAL SECTION

J. EARLE BOWDEN WAY/STATE ROUTE 399

B01