6-92 backfilling with granular material, loaming, seeding, and all i ncidentals necessary to complete the work. Payment for restoration of roadway pavement, sidewalks, grass a reas and resetting curbing removed in conjunction with this work shall be consider ed incidental to the respective Contract Unit Prices for each related item except as otherwise provided. Payment will be made for the total number of linear feet of und er pavement conduit actually furnished, installed and accepted at the Contract Pric e per Linear Foot. This price shall include the cost of: furnishing and installing the condui t; excavating; furnishing special backfilling materials, pull wire, fittings, grounding and bondi ng; test cleaning interiors of conduits and all materials, labor, equipment and incidentals ne cessary to complete the work. P a y I t e m P a y U n i t
626.11 Precast Concrete Junction Box E a c h
626.21 Metallic Conduit L i n e a r F o o t
626.22 Non-metallic Conduit L i n e a r F o o t
626.221 Non-metallic Conduit, Concrete Encased Linear Foot 626.251 Non-Metallic Under Pavement Conduit Linear Foot (Schedule 80 or greater rating) 626.35 Controller Cabinet Foundation E a c h
626.36 Remove or Modify Concrete Foundation Each 626.37 Special Foundation E a c h
626.38 Ground Mounted Cabinet Foundation Each 626.411 18-inch Diameter Foundation L i n e a r F o o t
626.421 24-inch Diameter Foundation L i n e a r F o o t
626.43 30-inch Diameter Foundation L i n e a r F o o t
626.44 36-inch Diameter Foundation L i n e a r F o o t
626.451 42-inch Diameter Foundation L i n e a r F o o t
626.46 48-inch Diameter Foundation L i n e a r F o o t
626.47 54-inch Diameter Foundation L i n e a r F o o t
626.48 60-inch Diameter Foundation L i n e a r F o o t
626.501 Spread Footing Foundation C u b i c Y a r d
626.60 Grouted, Rock-Anchored Foundation C u b i c Y a r d
SECTION 627 - PAVEMENT MARKINGS
627.01 Description This work shall consist of furnishing and pl acing reflectorized
pavement lines and markings, removing pavement lines and markin gs, and furnishing and applying reflectorized paint t o curbing in reasonably close con formity with the plans and as designated. 6-93
627.02 Materials Materials shall conform to the requirements s pecified in the following
Sections of Division 700 - Materials. The pavement marking mat erial used shall be from the Department’s QPL and have been tested through NTPEP. Pavement Marking Paint 708.03 Reflectorized Plastic Pavement Marking 712.05 Temporary Bi-directional Yellow Delineators shall be Temporary Object Markers
T.O.M.) as manufactured by the Davidson Plastic Company, 18726 East Valley Highway, Kent, WA 98031 or an approved equal.
627.04 General All pavement lines and markings shall be applie d in accordance with
the latest edition of Manual on Uniform Traffic Control Devices . Longitudinal lines placed on tangent roadway segments shall be straight and true. Longitudinal lines placed on curves shall be continuous smoothl y curved lines consistent with the roadway alignment. All pavement markings placed shall meet the tolerance limits shown on the plans. Unless otherwise shown on the plans, non-interstate lines shall be 4 inches wide and broken lines shall consist of alternate 10 foot painted line se gments and 30 foot gaps. On controlled access divided highways and on the interstate system lines shall be 6 inches wide and broken lines shall consist of alternate 15 foot painted lin e segments and 25 foot gaps. Width tolerance shall be +/- ¼ inch. Temporary pavement marking lines, defined in Special Provision Section 652, Maintenance of Traffic, Temporary Centerline, will be applied a s many times as necessary to properly delineate traffic lanes for the safe passage of tra ffic. Bi-directional delineators may be used in place of temporary lines, except where specified otherwise in Special Provision 652 Maintenance of Traffic, Temporary Centerline. De lineators will be applied at 40 foot intervals. In overnight lane closure areas that are not to be overlaid, te mporary plastic lines or raised pavement markers shall be used through the length of the taper. Newly painted lines, markings and curb shall be protected from traffic by the use of cones, stationary vehicles or other approved methods until the paint is dry.
627.05 Preparation of Surface Immediately before applying the pavement marking
paint to the pavement or curb, the surface shall be dry and ent irely free from dirt, grease, oil, or other foreign matter. Surface preparation for application of plastic markings shall conform to the manufacturer's recommendations.
Source: Maine Standard Specifications for Road and Bridge Construction, 2020 Edition. Pages 562–563 of 817.