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Electrical (16000-16999)

206.07Structural Rock Excavation - Drainage & C u b i c Y a r d

ME · 2020 Standard SpecificationsBook pages 215215View official source ↗

2-39 sheeting, bracing and incidentals required for proper execution of the work shall be considered incidental to related Contract pay items. Backfill or bedding materials, except for material used to bac kfill underdrain, whose source is other than Structural Excavation, will be paid for un der the class of material used. Material used to backfill underdrain will not be paid for but s hall be considered incidental to the cost of the underdrain. Special Backfill will be paid for at the Contract unit price p er cubic yard, in place and accepted, but will not include replacement of material exca vated beyond the specified pay limits for Structural Excavation. Payment will be made under: P a y I t e m P a y U n i t 206.061 Structural Earth Excavation - Drainage & Cubic Yard M i n o r S t r u c t u r e s B e l o w G r a d e

206.07 Structural Rock Excavation - Drainage & C u b i c Y a r d

M i n o r S t r u c t u r e s 206.082 Structural Earth Excavation - Major Structures, C ubic Yard P l a n Q u a n tity 206.092 Structural Rock Excavation - Major Structures Cu bic Yard

206.14 Special Backfill C u b i c Y a r d

SECTION 207 - BRUSH MATTING Reserved SECTION 208 - SAND DRAINS Reserved SECTION 209 - WICK DRAINS Reserved SECTION 211 - DITCH AND INSLOPE EXCAVATION

211.01 Description This work shall consist of removing winter sand build-up and

other earth material from existing inslopes and ditches. New d itch areas consist of removing all material encountered including backslopes as needed.

211.02 Inslope Excavation From the edge of shoulder to the su bgrade break, the

inslope will be graded to the original template, or as directed by the typicals or construction notes. From the subgrade break to a location on the slope that does not create a hinge point,

Source: Maine Standard Specifications for Road and Bridge Construction, 2020 Edition. Pages 215215 of 817.