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Earthwork (200-299)

202TOTAL DEMOLITION OR PARTIAL DEMOLITION OF BUILDINGS AND OTHER STRUCTURES

PA · 2026 Standard SpecificationsBook pages 143147View official source ↗

202.3(e) 202.4(d) Scratch and Brown Coats Cement Plaster Finish Coat

Cement —1 bag (94 pounds) Cement —1 bag (94 pounds) Lime —1 bag (50 pounds) Lime —1 bag (50 pounds) Natural Sand —5 cubic feet Natural Sand —6 cubic feet

Immediately before scratch coat application, evenly wet the wall surface but do not saturate. Apply a 3/8 -inch scratch coat, heavily cross -hatched to integrate with the metal mesh lath. After the scratch coat dries thoroughly, again, evenly wet the wall surface but do not saturate. Apply a 3/8 -inch brown coat. After the brown coat dries thoroughly, again, evenly wet the wall surface but do not saturate. Apply a 1/8 -inch finish coat. Provide color and finish type as directed. Protect each coat of plaster from sun and wind to prevent rapid drying. Keep each coat moist by sprinkling for at least 3 days after application or as directed. Allow each coat to dry thoroughly before placing the succeeding coat. Upon completion of the plastering, install suitable matching wood trim along the border of the roof. Paint new wood trim to conform to the trim color of the remainder of the structure or as directed.

(f)Backfilling. Backfill subsurface areas as specified in Section 206.3 and as follows:

Before starting backfilling operations, submit the method of backfill and compaction for review and acceptance. Furnish additional embankment material for backfilling subsurface areas. Have the quality, nature, and source of any additional embankment material accepted before use. Do not use unsuitable or unstable material in the backfill. Break -up existing cellar floors and other surface areas to ensure adequate subsurface drainage. Backfill cellars and other subsurface spaces, and grade to the adjacent ground level or as directed. Clean party wall foundations against which backfill material is to be placed, point brick or block walls with mortar, and waterproof with two coats of emulsified asphalt.

(g)Treatment of Disturbed Areas. Treat disturbed areas resulting from demolition with seeding and

soil supplements as specified in Section 804 .3. Use a seeding type as indicated or directed. When directed, mulch as specified in Section 805 .3.

202.4MEASUREMENT AND PAYMENT —

(a)Demolition. Lump Sum
(b)Refinishing Party Walls. Square Foot
(c)U tility Disconnections/Reconnections. Dollar

If indicated , the Contractor must pay all expenses resulting from utility disconnections/reconnections, including fees to utility companies or other agencies. The Contractor will be paid for all fees and work performed as specified in Section 110.03(d)4.

(d)Treatment of Disturbed Areas. Treatment of disturbed areas is incidental to this work.

203.1 203.3(c)

Source: Pennsylvania Department of Transportation Specifications, 2026 Edition. Pages 143147 of 1,522.