for Highway Construction Page 614 of 71 5 SECTION 676 – RECORD AND REESTABLISH PAVEMENT MARKINGS
676.01 Description.
Record existing pavement markings to sufficiently reestablish them in the same location, type, and form after they are covered or removed by the work.
676.02 Materials.
Not specified.
676.03 Construction Requirements.
Before removing or modifying pavement markings, do the following:
1.Propose a method for rec ording existing pavement markings that is accurate to within 2 inches of the original location.
2.Reco rd existing pavement markings.
3.Submit documentation of existing pavement markings through a diagram and/or vide o.
4.Receive approval to remove pavement markings. To reestablish pavement mark ings, place reference markings on each lane line at no greater than 100 foot intervals on tangent sections and no greater than 50 foot intervals on curves and tapers. Reestablish pavement markings, including broken and dotted line patterns, as shown on the pavement markings standard drawing. Accurately reestablish no- passing zones. Mark the approximate center of word, arrow, symbol, or other markin gs. Placement of pavement markings is not included in this item.
676.04 Method of Measurement.
The Engineer will measure acceptably completed work by the foot , square foot, or lump sum .
676.05 Basis of Payment .
Payment for accepted work will be made as follows: Pay Item Pay Unit Record and Reestablish Pavement Markings ......................................... FT, SF, L S Reference marking materials and other items needed to accomplish the work are incidental. for Highway Construction Page 615 of 715 SECT ION 677 – RECORD DRAWINGS
677.01 Description.
This work is for the preparation of record drawings. Revisions, when applicable, will include:
1.Horizontal and vertical roadway and bridge alignments, typical ballast, and slope sections.
2.Modifications t o any dimensions, lines , grades , locations, or incorporated materials.
3.Drainage installations, including materials and inlet and outlet locations and elevations.
4.Horizontal ties on lighting, signalization and si gn standards and controls, as well as any modifications to materials and installations.
5.Any modification to materials or variation of bridge or other structure construction.
6.Utility installation and service access locations and depths.
7.Any changes to the demolition and removal items.
8.Final public and private driveway/approach locations and types and ADA access standards.
9.Work of any kind that encroaches upon the limits of the project right of way.
10.All added or deleted work. The intent is to cap ture all modifications of every kind made in the field during construction that otherwise would not be reflected in the original published design plans.
677.02 Materials.
Use 1 clean, complete set of Department -published plans.
677.03 Construction Requi rements.
The record drawings will document a complete accounting and detail of all approved modifications, revisions, and design changes from the published plans. On the record drawings, use these abbreviations and markings to denote deviations from the original plans as follows:
1.ASB for as -built. The actual horizontal, vertical, dimension, or quantity measured by survey or otherwise after it has been constructed.
2.F.C. for field change. Revision or chan ge from the original design made in the field.
3.DELETED for not constructed.
4.Make profile changes with elevations or stationing only. The profile line is not required to be re-drawn unless the change is significant.
5.Mark as -constructed work in red ink or red p encil to clearly identify the changes to the original design. Locate all as -constructed marks logically and clearly on the respective drawings. Keep work neat, legible, and true to scale, line thickness, and line type.
6.Show a change, deletion, or omissi on with a straight line drawn through stationing, elevations, and notes followed with the appropriate symbol.
Source: Idaho Standard Specifications for Highway Construction, 2023 Edition. Pages 650–650 of 768.