591_21029_AGY_Specs IFB 6-27-22_Part2.pdf

STATE OF MICHIGAN

Wage and Hour Division PO Box 30476

Lansing, MI 48909 517-284-7800

Informational Sheet: Prevailing Wages on DTMB Projects

WHD 9918 (2/22)

REQUIREMENTS

The purpose of establishing prevailing rates is to provide minimum rates of pay that must be paid to workers on Department of Technology, Management and Budget (DTMB) construction projects that are financed or financially supported by the state Prevailing rates are compiled from the rates contained in collectively bargained agreements which cover the locations of the state projects. Whi le the DTMB prevai l ing wage rates are compi led though surveys of col lect ive ly bargained agreements, a col lect ive bargain ing agreement is not required for contractors to be on or be awarded state pro jects. The prevailing rate schedule provides an hourly rate which includes wage and fringe benefit totals for designated construction mechanic classifications. The overtime rates also include wage and fringe benefit totals.

Please pay special attention to the overtime and premium pay requirements. The DTMB prevailing wage is satisfied when wages plus fringe benefits are equal to or greater than the required rate.

State of Michigan responsibilities:

• The department establishes the prevailing rate for each classification of construction mechanic requested by DTMB prior to contracts being let out for bid on a state project.

DTMB responsibilities

• If a contract is not awarded or construction does not start within 90 days of the date of the issuance of rates, a re- determination of rates must be requested by DTMB

• Rates for classifications needed but not provided on the DTMB Prevailing Rate Schedule, must be obtained prior to contracts being let out for bid on a state project.

Contractor responsibilities:

• Every contractor and subcontractor shall keep posted on the construction site, in a conspicuous place, a copy of all prevailing rates prescribed in a contract.

• Every contractor and subcontractor shall keep an accurate record showing the name and occupation of and the actual wages and benefits paid to each construction mechanic. This record shall be available for reasonable inspection by DTMB or the department.

• Each contractor or subcontractor is separately liable for the payment of the prevailing rate to its employees.

• The prime contractor is responsible for advising all subcontractors of the requirement to pay the prevailing rate prior to commencement of work.

• A construction mechanic shall only be paid the apprentice rate if registered with the United States Department of Labor, Bureau of Apprenticeship and Training and the rate is included in the contract.

Enforcement:

A person who has information of an alleged prevailing wage violation on a DTMB project may file a complaint with the State of Michigan. The department will investigate and attempt to resolve the complaint informally.

During the course of an investigation, if the requested records and posting certification are not made available in compliance with contractual requirements, the State may consider the Contactor to be in material breach of the contract and may terminate the contract for cause at the States sole discretion.

Informational Sheet: DTMB Prevailing Wages on State Projects

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General Information Regarding Fringe Benefits

Certain fringe benefits may be credited toward the payment of the Prevailing Wage Rate:

o If a fringe benefit is paid directly to a construction mechanic o If a fringe benefit contribution or payment is made on behalf of a construction mechanic o If a fringe benefit, which may be provided to a construction mechanic, is pursuant to a written contract or policy o If a fringe benefit is paid into a fund, for a construction mechanic

When a fringe benefit is not paid by an hourly rate, the hourly credit will be calculated based on the annual value of the fringe benefit divided by 2080 hours per year (52 weeks @ 40 hours per week).

The following is an example of the types of fringe benefits allowed and how an hourly credit is calculated:

Vacation 40 hours X $14.00 per hour = $560/2080 = $.27 Dental insurance $31.07 monthly premium X 12 mos. = $372.84 /2080 = $.18 Vision insurance $5.38 monthly premium X 12 mos. = $64.56/2080 = $.03 Health insurance $230.00 monthly premium X 12 mos. = $2,760.00/2080 = $1.33 Life insurance $27.04 monthly premium X 12 mos. = $324.48/2080 = $.16 Tuition $500.00 annual cost/2080 = $.24 Bonus 4 quarterly bonus/year x $250 = $1000.00/2080 = $.48 401k Employer Contribution $2000.00 total annual contribution/2080 = $.96

Total Hourly Credit $3.65 Other examples of the types of fringe benefits allowed:

• Sick pay

• Holiday pay

• Accidental Death & Dismemberment insurance premiums

The following are examples of items that will not be credited toward the payment of the Prevailing Wage Rate o Legally required payments, such as:

• Unemployment Insurance payments

• Workers’ Compensation Insurance payments

• FICA (Social Security contributions, Medicare contributions) o Reimbursable expenses, such as:

• Clothing allowance or reimbursement

• Uniform allowance or reimbursement

• Gas allowance or reimbursement

• Travel time or payment

• Meals or lodging allowance or reimbursement

• Per diem allowance or payment o Other payments to or on behalf of a construction mechanic that are not wages or fringe benefits, such as:

• Industry advancement funds

• Financial or material loans

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OVERTIME PROVISIONS for MICHIGAN PREVAILING WAGE RATE COMMERCIAL SCHEDULE

1. Overtime is represented as a nine character code. Each character represents a certain period of time after the first 8 hours Monday thru Friday.

Monday thru Friday

Saturday

Sunday & Holidays

Four 10s First 8 Hours 4

8 9 9th Hour 1 5 10th Hour 2 6 Over 10 hours 3 7

Overtime for Monday thru Friday after 8 hours:

the 1st character is for time worked in the 9th hour (8.1 - 9 hours) the 2nd character is for time worked in the 10th hour (9.1 - 10 hours) the 3rd character is for time worked beyond the 10th hour (10.1 and beyond)

Overtime on Saturday:

the 4th character is for time worked in the first 8 hours on Saturday (0 - 8 hours) the 5th character is for time worked in the 9th hour on Saturday (8.1 - 9 hours) the 6th character is for time worked in the 10th hour (9.1 - 10 hours) the 7th character is for time worked beyond the 10th hour (10.01 and beyond)

Overtime on Sundays & Holidays The 8th character is for time worked on Sunday or on a holiday

Four Ten Hour Days The 9th character indicates if an optional 4-day 10-hour per day workweek can be worked between Monday and Friday without paying overtime after 8 hours worked, unless otherwise noted in the rate schedule. To utilize a 4 ten workweek, notice is required from the employer to employee prior to the start of work on the project.

2. Overtime Indicators Used in the Overtime Provision:

H - means TIME AND ONE-HALF due X - means TIME AND ONE-HALF due after 40 HOURS worked D - means DOUBLE PAY due Y - means YES an optional 4-day 10-hour per day workweek can be worked without paying overtime after 8 hours worked N - means NO an optional 4-day 10-hour per day workweek cannot be worked without paying overtime after 8 hours worked

3. EXAMPLES:

HHHHHHHDN - This example shows that the 1½ rate must be used for time worked after 8 hours Monday thru Friday (characters 1 - 3); for all hours worked on Saturday, 1½ rate is due (characters 4 - 7). Work done on Sundays or holidays must be paid double time (character 8). The N (character 9) indicates that 4 ten-hour days is not an acceptable workweek at regular pay.

XXXHHHHDY - This example shows that the 1½ rate must be used for time worked after 40 hours are worked Monday thru Friday (characters 1-3); for hours worked on Saturday, 1½ rate is due (characters 4 – 7). Work done on Sundays or holidays must be paid double time (character 8). The Y (character 9) indicates that 4 ten-hour days is an acceptable alternative workweek.

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ENGINEERS - CLASSES OF EQUIPMENT LIST

UNDERGROUND ENGINEERS

CLASS I

Backfiller Tamper, Backhoe, Batch Plant Operator, Clam-Shell, Concrete Paver (2 drums or larger), Conveyor Loader (Euclid type), Crane (crawler, truck type or pile driving), Dozer, Dragline, Elevating Grader, End Loader, Gradall (and similar type machine), Grader, Power Shovel, Roller (asphalt), Scraper (self propelled or tractor drawn), Side Broom Tractor (type D-4 or larger), Slope Paver, Trencher (over 8’ digging capacity), Well Drilling Rig, Mechanic, Slip Form Paver, Hydro Excavator.

CLASS II

Boom Truck (power swing type boom), Crusher, Hoist, Pump (1 or more 6" discharge or larger gas or diesel powered by generator of 300 amps or more, inclusive of generator), Side Boom Tractor (smaller than type D-4 or equivalent), Tractor (pneu-tired, other than backhoe or front end loader), Trencher (8’ digging capacity and smaller), Vac Truck.

CLASS III

Air Compressors (600 cfm or larger), Air Compressors (2 or more less than 600 cfm), Boom Truck (non-swinging, non-powered type boom), Concrete Breaker (self-propelled or truck mounted, includes compressor), Concrete Paver (1 drum, ½ yard or larger), Elevator (other than passenger), Maintenance Man, Mechanic Helper, Pump (2 or more 4" up to 6" discharge, gas or diesel powered, excluding submersible pump), Pumpcrete Machine (and similar equipment), Wagon Drill Machine, Welding Machine or Generator (2 or more 300 amp or larger, gas or diesel powered).

CLASS IV

Boiler, Concrete Saw (40HP or over), Curing Machine (self-propelled), Farm Tractor (w/attachment), Finishing Machine (concrete), Firemen, Hydraulic Pipe Pushing Machine, Mulching Equipment, Oiler (2 or more up to 4", exclude submersible), Pumps (2 or more up to 4" discharge if used 3 hrs or more a day-gas or diesel powered, excluding submersible pumps), Roller (other than asphalt), Stump Remover, Vibrating Compaction Equipment (6’ wide or over), Trencher (service) Sweeper (Wayne type and similar equipment), Water Wagon, Extend-a-Boom Forklift.

HAZARDOUS WASTE ABATEMENT ENGINEERS

CLASS I

Backhoe, Batch Plant Operator, Clamshell, Concrete Breaker when attached to hoe, Concrete Cleaning Decontamination Machine Operator, Concrete Pump, Concrete Paver, Crusher, Dozer, Elevating Grader, Endloader, Farm Tractor (90 h.p. and higher), Gradall, Grader, Heavy Equipment Robotics Operator, Hydro Excavator, Loader, Pug Mill, Pumpcrete Machines, Pump Trucks, Roller, Scraper (self-propelled or tractor drawn), Side Boom Tractor, Slip Form Paver, Slope Paver, Trencher, Ultra High Pressure Waterjet Cutting Tool System Operator, Vactors, Vacuum Blasting Machine Operator, Vertical Lifting Hoist, Vibrating Compaction Equipment (self-propelled), and Well Drilling Rig.

CLASS II

Air Compressor, Concrete Breaker when not attached to hoe, Elevator, End Dumps, Equipment Decontamination Operator, Farm Tractor (less than 90 h.p.), Forklift, Generator, Heater, Mulcher, Pigs (Portable Reagent Storage Tanks), Power Screens, Pumps (water), Stationary Compressed Air Plant, Sweeper, Water Wagon and Welding Machine.

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CARPENTER CRAFT JURISDICTION

Michigan recognizes the Carpenters for any and all work related to weatherization that has historically been the work of the Carpenter. This work shall include, but not be limited to: all work defined under the Federal Weatherization Assistance Program.

The jurisdiction of Carpenters, as to all work that has historically and traditionally been performed consisting of the milling, fashioning, joining, assembling, erecting, fastening or dismantling of all materials of wood, plastic, metal, fiber, cork, or composition and all other substitute materials, as well as the handling, cleaning, erecting, installing and dismantling of all machinery, equipment and all materials used by Carpenters.

The jurisdiction, therefore, extends over the following divisions and subdivisions of the trade: Carpenters and Joiners, Millwrights, Pile Drivers, Bridge, Dock and Wharf Carpenters, Underpinners, Timbermen, and Core-drillers, Shipwrights, Boat Builders, Ship- hand, Stair-Builders, Millmen, Wood and Resilient Floor Decorators, Floor Finishers, Carpet-layers, Shinglers, Siders, Insulators, Acoustic and Drywall Applicators, Sharers and House Movers, Loggers, Lumber and Sawmill Workers, Reed and Rattan Workers, Shingle Weavers, Casket and Coffin Makers, Railroad Carpenters and Car Builders, regardless of material used and all those engaged in the operation of woodworking or other machinery required in fashioning, milling or manufacturing of products used in the trade, and the handling, erecting and installing materials on any of the above divisions or sub-divisions, burning, welding and rigging incidental to the trade. When the term "Carpenter and Joiner" is used, it shall mean all the subdivisions of the trade. The trade autonomy of Carpenters therefore extends over the divisions and subdivisions of the trade, which are set forth as follows:

(a) The framing, erecting and prefabrication of roofs, partitions, floors and other parts of buildings of wood, metal, plastic or other substitutes; application of all metal flashing used for hips, valleys and chimneys; the erection of Stran Steel section or its equal. The building and setting of all forms and centers for brick and masonry. The fabrication and erection of all forms for concrete and decking, the dismantling of same (as per International Agreement) when they are to be re-used on the job or stored for re-use. The cutting and handling of all falsework for fireproofing and slabs. Where power is used in the setting or dismantling of forms, all signaling and handling shall be done by carpenters. The setting of templates for anchor bolts for structural members and for machinery, and the placing, leveling and bracing of these bolts. All framing in connection with the setting or metal columns. The setting of all bulkheads, footing forms and the setting of and fabrication of, screeds and stakes for concrete and mastic floors where the screed is notched or fitted, or made up of more than one member. The making of forms for concrete block, bulkheads, figures, posts, rails, balusters and ornaments, etc.

(b) The handling and erecting of rough material and drywall, the handling, assembly, setting and leveling of all fixtures, display cases, all furniture such as tables, chairs, desks, coat racks, etc., all de-mountable or moveable partitions such as Von wall, E Wall, Steel Case, Herman Miller, Haworth, American Seating, Westinghouse, Lazy Boy, rosewood, etc. All rebuilding, remodeling and setting up of all kinds of partitions, finished lumber, metal and plastic trim to be erected by Carpenters shall be handled from the truck or vehicle delivering same to the job by Carpenters.

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(c) The building and moving of all scaffolding runways and staging where carpenters' tools are used, the building from the ground up of all scaffolds over fourteen (14) feet in height including metal and specially designed scaffolding. The building and construction of all hoists and derricks made of wood; the making of mortar boards, boxes, trestles, all shoring, razing and moving of buildings. Lift type trucks are to be considered a tool of the trade.

Metal siding and metal roofing fall within the scope of jurisdiction for the carpenters.

(d) The cutting or framing and fireproofing of the openings for pipes, conduits, ducts, etc., where they pass through floors, partitions, walls, roofs or fixtures composed in whole or in part of wood. The laying out of making and installation of all inserts and sleeves for pipes, ducts, etc., where carpenters' tools and knowledge are required.

The making and installing of all wooden meter boards, crippling and backing for fixtures. The welding of studs and other fastenings to receive material being applied by carpenters.

(e) The installation of all grounds, furring or stripping, ceilings and sidewalks, application of all types of shingling and siding, etc.

(f) The installation of all interior and exterior trim or finish of wood, aluminum, kalamein, hollow or extruded metal, plastic, doors, transoms, thresholds, mullions and windows. The setting of jambs, bucks, window frames of wood or metal where braces or wedges are used. The installation of all wood, metal or other substitutes of casing, molding, chair rail, wainscoting, china closets, base of mop boards, wardrobes, metal partitions as per National Decisions or specific agreements, etc. The complete laying out, fabrication and erection of stairs. The making and erecting of all fixtures, cabinets, shelving, racks, louvers, etc. The mortising and application of all hardware in connection with our work. The sanding and refinishing of all wood, cork or composition floors to be sanded or scraped, filled, sized and buffed, either by hand or power machines. The assembling and setting of all seats in theaters, halls, churches, schools, auditorium, grandstands and other buildings. All bowling alley work.

(g) The manufacture, fabrication and installation of all screens, storm sash, storm doors and garage doors; the installation of wood, canvas, plastic or metal awnings or eye shades, door shelters, jalousies, etc. The laying of wood, wood block and wood composition in floors.

(h) The installation of all materials used in drywall construction, such as plasterboard, all types of asbestos boards, transite and other composition board. The application of all material which serves as base for acoustic tile, except plaster. All acoustical applications as per National Agreement or specific agreement.

(i) The building and dismantling of all barricades, hand rails, guard rails, partitions and temporary partitions. The erection and dismantling of all temporary housing on construction projects.

(j) The installation of rock wool, cork and other insulation material used for sound or weatherproofing. The removal of caulking and placing of staff bead and brick mold and all Oakum caulking, substitutes, etc., and all caulking in connection with carpentry work.

(k) The installation of all chalk boards/marker boards.

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(l) The operation of all hand operated winches used to raise wooden structures.

(m) The erection of porcelain enameled panels and siding.

(n) The unloading and distribution of all furnished, prefabricated and built-up sections such as door bucks, window frames, cupboards, cabinets, store fixtures, counters and show cases or comparably finished or prefabricated materials, to the job sites or points of installation as used in the construction, alteration and remodeling industry.

(o) The handling of doors, metal, wood or composite, partitions and other finished bulk materials used for trim from the point of delivery.

(p) All processing of these materials and handling after processing.

(q) The making up of panels and fitting them into walls, all bracing and securing, all removal of panels from the casting including all braces, whalers, hairpins, etc.

(r) The handling and setting of all metal pans and sections from the stock piles of reasonable distance as required by job needs shall be performed by carpenters. The stripping of such metal pans, panels or sections is to be performed by carpenters.

(s) The sharpening of all carpenter hand or power tools, or those used by carpenters.

(t). The layout, fabrication, assembling of and erection and dismantling of all displays made of wood, metal, plastic, composition board or any substitute material; the covering of same with any type of material, the crating and un-crating, the handling from the point of unloading and back to the point of loading of all displays and other materials or components.

(u) The same shall apply to all other necessary component parts used for display purposes such as turntables, platforms, identification towers and fixtures, regardless of how constructed, assembled or erected or dismantled.

(v) The make-up, handling, cutting and sewing of all materials used in buntings, flags, banners, decorative paper, fabrics and similar materials used in the display decorative industry for draperies and back drops. The decorative framing of trucks, trailers and autos used as floats or moving displays. The slatting of walls to hand fabrics and other decorative materials, drilling of all holes to accommodate such installations. Setting up and removal of booths constructed of steel or aluminum tubing as stanchions, railings, etc., handling and placing of furniture, appliances, etc., which are being used to complete the booth at the request of the exhibitor. Fabricating and application of leather, plastic and other like materials used for covering of booths. The handling of all materials, fabricating of same. The loading and unloading, erecting and assembling at the exhibit of show area, also in or out of storage when used in booth decorations.

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(w) A display shall be construed as any exhibit or medium of advertising, open to private or public showing, which is constructed of wood, metal, plastic or any other substitute to accomplish the objectives of advertising or displaying.

(x) Handling, fitting, draping, measuring and installation of fixtures and other hardwares for draperies, all manner of making, measuring, repairing, sizing, hanging and installation of necessary fixtures and hardware for shades and Venetian blinds.

(y) Work consisting of cutting and/or forming of all materials in preparation for installing of floors, walls and ceilings; the installation of all resilient floor and base; wall and ceiling materials to include cork, linoleum, prefabricated, laminated, rubber, asphalt, vinyl, metal, plastic, seamless floors and all other similar materials in sheet, interlocking liquid or tile form; the installation of all artificial turf, the installation, cutting and/or fitting of carpets; installation of padding, matting, linen crash and all preformed resilient floor coverings; the fitting of all devices for the attachment of carpet and other floor, wall and ceiling coverings; track sewing of carpets, drilling of holes for sockets and pins, putting in dowels and slats; and all metal trimmings used; the installation of all underlayments, sealants in preparation of floors, walls and ceilings, the unloading and handling of all materials to be installed and the removal of all materials in preparing floors when contracted for by the employer, shall be done only by employees covered under this Agreement.

(z) The installation of all sink-tops and cabinets, to include all metal trim and covering for same. All cork, linoleum, congo-wall, linewall, veos tile, plexiglass, vinawall tile, composition tile, plastic tile, aluminum tile and rubber in sheets or tile form and the application thereof. All bolta-wall and bolta-wall tile and similar products.

(aa) The handling and placing of all pictures and frames and the assembly of bed frames and accessories. The hanging and placing of all signage.

(bb) The installation of all framework partitions and trim materials for toilets and bathrooms made of wood, metal, plastics or composition materials; fastening of all wooden, plastic or composition cleats to iron or any other material for accessories.

(cc) The erection of cooling towers and tanks.

(dd) The setting, lining, leveling and bracing of all embedded plates, rails and angles. The setting of all stay in place forms.

(ee) Environmental: Clean room, any type of environmental chamber, walk in refrigerated coolers and all refrigerated rooms or buildings.

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PILE DRIVING AND CAISSON DRILLING

(ff) All unloading, handling, signaling and driving of piles, whether wood, steel, pipe, beam pile, composite, concrete or molded in place, wood and steel sheeting, cofferdam work, trestle work, dock work, floating derricks, caisson work, foundation work, bridge work, whether old or new, crib work, pipe line work and submarine work. Cutting of all wood, steel or concrete pile, whether by machine or hand; welding and cutting, peeling, and heading of all wood pile, steel sheeting and wood sheeting. The erecting and dismantling of all pile driving rigs, also derricks whether on land or water; also the moving, shoring and underpinning of all buildings. The loading and unloading of all derricks, cranes and pile driving materials. The tending, maintenance and operation of all valves pertaining to the operation of driving of pile. All diving and tending essential to the completion of jurisdictional claims.

All work done in the established yards of the Company and all work not enumerated above, shall be handled and manned as the Employer decides.

The pile driver will unload all material shipped in by rail from the point that the rail car is spotted.

All cleaning and preparation of all piling prior to driving.

The welding and attachment of all boot plates, pile points, splice plates, connectors, rock crosses, driving crosses, driving rigs, point reinforcements and overboots.

The construction, reconstruction, repair, alteration, demolition and partial or complete removal of all marine work including, but not limited to, docks, piers, wharves, quays, jetties, cribs, causeways, breakwaters, lighthouses and permanent buoys, etc. (mixing and placing of concrete excepted).

The driving and pulling of all wood, steel and concrete foundation piles and sheet piling.

The heading, pointing, splicing, cutting and welding of all piles.

The placing of all wales, bolts, studs, lagging, rods and washers including the cutting, drilling, boring or breaking of all holes or openings thereof.

The removal of all materials and/or obstructions of any nature (rip-rap included) that retard or interfere with the driving of piles or with the placing of wales, bolts and rods.

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This is to be subject to the discretion of the contractor who may choose to use blasting specialists or other demolition specialists.

The handling on the job of all materials used in the work.

The manning of all floating equipment (towing equipment excepted) engaged in the work enumerated, including deck engines, except machinery manned by Operating Engineers.

The placing of all rip-rap, fill stone, bedding stone, cover stone and concrete blocks in connection with marine construction. Work normally performed by Employers, such as soil tests, shoring, underpinning of buildings, cribbing, driving of sheet piling, marine divers, tenders, underwater construction workers and similar operations shall continue to be included in the jurisdiction of this Agreement.

All burning, cutting, welding and fabrication of pipe, H-beams, sheet pile (metal or wood), done on the job site or in the yard of the Employer shall be done by pile drivers. The driving of bearing piles, sheet piling with heavy equipment, caissons, pile caps, auger drilling and boring, the setting up for load testing for any type of piling, all layout and spotting for piling, caisson and boring work, all earth retention, ditch boarding, installing tiebacks.

ASBESTOS ABATEMENT CARPENTERS

(gg) All erection and maintenance of barriers and partitions used in the removing of asbestos or any abatement work.

The abatement of any materials previously installed by the carpenter such as transite, ceiling and floor tiles. All operating and maintaining of current equipment used in any abatement work.

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ELECTRICIAN – SOUND AND COMMUNICATION / DATA/ VOICE JURISDICTION

The installation, testing, service and maintenance, of systems which utilize the transmission and/or transference of voice, sound, vision or digital for commercial, education, security and entertainment purposes for the following: TV monitoring and surveillance, CATV and CCTV, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, radio page, school intercom and sound, burglar alarms, low voltage fire alarm systems, low voltage master clock systems, distributed antenna systems (DAS), IP data networks, and all surface-mounted (non-power) telecommunications wiremold. Shall additionally include the installation of all raceway systems of unlimited length in telecommunications rooms, entrance facilities, equipment rooms, and similar areas. Energy management systems. Security systems; perimeter, vibration, card access, access control and sonar/infrared monitoring equipment. Communications systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems; SCADA (Supervisory Control and Data Acquisition), PCM (Pulse Code Modulation), Digital Data Systems, Broadband and Baseband and Carriers, POS (Point of Sale systems), VSAT Data Systems, RF and Remote Control Systems, Fiber Optic Data Systems and Voice and Data Infrastructure and Backbone.

State of Michigan

Requestor: Arcadis of Michigan, LLC

Project Description: Ft Gratiot Site: M-136 Culvert Replacement Project, Tributary to Brandymore Drain

Statewide County

Official Request #: 94

Project Number: 591/21029.AGY

Straight Hourly

Time and a Half

Double Time

Contract must be awarded by: 9/25/2022

Issue Date: 6/27/2022

Name

Classification Overtime ProvisionDescription

Official Commercial Prevailing Wage Rates for State Funded Projects

Last Updated

Heat and Frost Insulator

X X X H H H H H$25.29 $36.51

AS25S

Spray Insulation N

6/2/2016

Operating Engineer - Marine Construction

H H H H H H H D$52.81 $78.57 $104.32

GLF D

Diver/Wet Tender/Tender/Rov Pilot/Rov Tender N

12/16/2021

X X H H H H H D$78.97 $102.47 $125.97

GLF-1

Diver/Wet Tender, Engineer (hydraulic dredge) Y

1/7/2022

Subdivision of county all Great Lakes, islands therein, & connecting & tributary waters make up day allowed

X X H H H H H D$77.47 $100.22 $122.97

GLF-2

Crane/Backhoe Operator, 70 ton or over Tug Operator, Mechanic/Welder, Assistant Engineer (hydraulic dredge), Leverman (hydraulic dredge), Diver Tender

Y

1/7/2022

Subdivision of county All Great Lakes, islands therein, & connecting & tributary waters make up day allowed

X X H H H H H D$78.97 $102.47 $125.97

GLF-2B

Friction, Lattice Boom or Crane License Certification30 Y

1/7/2022

Subdivision of county All Great Lakes, islands, therein, & connecting & tributary waters make up day allowed

X X H H H H H D$72.92 $93.40 $113.87

GLF-3

Deck Equipment Operator, Machineryman, Maintenance of Crane (over 50 ton capacity) or Backhoe (115,000 lbs or more), Tug/Launch Operator, Loader, Dozer on Barge, Deck Machinery

Y

1/7/2022

Requestor: Arcadis of Michigan, LLC

Project Description: Ft Gratiot Site: M-136 Culvert Replacement Project, Tributa

StatewideCounty:

94 Official Request #:

Project Number: 591/21029.AGY

Official Rate Schedule Every contractor and subcontractor shall keep posted on the construction site, in a conspicuous place, a copy of all prevailing wage and fringe benefit r a t e s p r e s c r i b e d i n a c o n t r a c t .

Straight Hourly

Time and a Half

Double Time

Contract must be awarded by: 9/25/2022

Issue Date: 6/27/2022

Name

Classification Overtime ProvisionDescription

Official Commercial Prevailing Wage Rates for State Funded Projects

Last Updated

Subdivision of county All Great Lakes, islands therein, & connecting & tributary waters make up day allowed

X X H H H H H D$66.72 $84.10 $101.47

GLF-4

Deck Equipment Operator, (Machineryman/Fireman), (4 equipment units or more), Off Road Trucks, Deck Hand, Tug Engineer, & Crane Maintenance 50 ton capacity and under or Backhoe 115,000 lbs or less, Assistant Tug Operator

Y

1/7/2022

Subdivision of county All Great Lakes, islands therein, & connecting & tributary waters make up day allowed

Pipe and Manhole Rehab

H H H H H H H H$28.20 $38.20

TM247

General Laborer for rehab work or normal cleaning and cctv work-top man, scaffold man, CCTV assistant, jetter-vac assistant

N

4/17/2015

H H H H H H H H$32.70 $44.95

TM247-2

Tap cutter/CCTV Tech/Grout Equipment Operator: unit driver and operator of CCTV; grouting equipment and tap cutting equipment

H H H H H H H H$31.45 $43.07

TM247-3

CCTV Technician/Combo Unit Operator: unit driver and operator of cctv unit or combo unit in connection with normal cleaning and televising work

H H H H H H H H$33.20 $45.70

TM247-4

Boiler Operator: unit driver and operator of steam/water heater units and all ancillary equipment associated

H H H H H H H H$33.20 $45.70

TM247-5

Combo Unit driver & Jetter-Vac Operator N

H H H H H H H H$34.20 $47.20

TM247-6

Pipe Bursting & Slip-lining Equipment Operator N

Project Description: Ft Gratiot Site: M-136 Culvert Replacement Project, Tributa

StatewideCounty:

94 Official Request #:

Project Number: 591/21029.AGY

Official Rate Schedule Every contractor and subcontractor shall keep posted on the construction site, in a conspicuous place, a copy of all prevailing wage and fringe benefit r a t e s p r e s c r i b e d i n a c o n t r a c t .

Straight Hourly

Time and a Half

Double Time

Contract must be awarded by: 9/25/2022

Issue Date: 6/27/2022

Name

Classification Overtime ProvisionDescription

Official Commercial Prevailing Wage Rates for State Funded Projects

Last Updated

Sewer Relining

H H H H H H H D$49.71 $67.42 $85.13

SR-I

Class I-Operator of audio visual CCTV system including remote in-ground cutter and other equipment used in conjunction with CCTV system.

N

12/10/2021

Apprentice Rates:

0-6 months $39.05 $51.43 $63.81

6-12 months $42.83 $57.10 $71.37

H H H H H H H D$47.67 $64.36 $81.05

SR-II

Class II-Operator of hot water heaters and circulation system; water jetters; and vacuum and mechanical debris removal systems and those assisting.

12/10/2021

Project Description: Ft Gratiot Site: M-136 Culvert Replacement Project, Tributa

StatewideCounty:

94 Official Request #:

Project Number: 591/21029.AGY

Official Rate Schedule Every contractor and subcontractor shall keep posted on the construction site, in a conspicuous place, a copy of all prevailing wage and fringe benefit r a t e s p r e s c r i b e d i n a c o n t r a c t .

Bidding and Contract Document (R 03/21) Project Name: M-136 Culvert Replacement Project File No. 591/21029.AGY

APPENDIX VI

MDOT SPECIAL AND SUPPLEMENTAL PROVISIONS

V3.2

MICHIGAN

DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

MAINTAINING TRAFFIC

BAY:JPT 1 of 4 APPR:Region:T&S eng:Date

a. Description. This special provision consists of requirements and restrictions to detour traffic for M-136 over an unnamed tributary to the Brandymore Drain in Fort Gratiot Township, St.

Clair County.

b. General. Maintain traffic throughout the project in accordance with the standard specifications, typicals, and supplemental specifications in the contract and as described on the plans for this project.

c. Construction Influence Area (CIA). The CIA includes the right-of-way of the following roadways, within the approximate limits described below:

1. On M-136 from approximately 1 mile east of State Rd to 1 mile west of North Rd.

2. In addition, the CIA includes the right-of-way of any designated detour route or alternate route, intersecting roads and ramps adjacent to the work zone for a distance of approximately 1/4 mile in advance of the work zone or as far as the construction or detour signing extends. The roads include but are not limited to Keewahdin Rd, State Rd, Campbell Rd, Kraft Rd and North Rd.

d. Traffic Restrictions. Maintain traffic in accordance with the Maintaining Traffic Typicals contained herein, except as noted below. Changes or adjustments to the Maintaining Traffic Typicals may be necessary to fit field conditions, subject to approval of the Engineer or as determined by the Engineer.

1. Utilize the following Maintaining Traffic Typicals:

A. 101-GEN-SPACING-CHARTS

B. 102-GEN-NOTES

C. 103-GEN-SIGN

D. WZD-100-A

E. WZD-125-E.

2. Do not work or deliver material during the holiday periods as defined in Table 1.

BAY:JPT 2 of 4 10/12/2021

Table 1: 2022 Holiday Periods

Holiday Start Date and Time End Date and Time

Memorial Day 3:00 pm Friday May 27th 6:00 am Tuesday May 31st

Independence Day 3:00 pm Friday July 1st 6:00 am Tuesday July 5th

Labor Day 3:00 pm Friday September 2nd 6:00 am Tuesday September 6th

e. Traffic General.

1. Repair, at no expense to the Department, any damage done to staging area, signs, or any road surface due to the Contractor’s operations.

2. Develop and submit to the Engineer an Internal Traffic Control Plan (ITCP) per subsection 104.11.B of the Standard Specifications for Construction. The requirements listed herein are the requirements for a Type A ITCP. Submit the Type A ITCP at the preconstruction meeting. The Engineer will have 7 calendar days to review the ITCP for approval or provide comments for revisions required to obtain approval. Include in the ITCP, at a minimum, the proposed ingress/egress locations for construction equipment and vehicles, traffic control devices that will be utilized to warn the motoring public of ingress/egress locations, and measures that will be taken to ensure compliance with the ITCP. Ensure that the ITCP minimizes conflicts between construction vehicles and motorists and maintains overall safety and mobility within the work zone. No work may begin prior to approval of the ITCP. Additional time required to obtain an approved ITCP will not be cause for delay or impact claims. All costs associated with obtaining an approved ITCP, providing and executing all parts of the approved ITCP including required traffic control devices, or resolving an incomplete or unacceptable ITCP will be borne by the Contractor.

3. Upon approval of the ITCP, complete and submit the “Lane Closure

Notification/Request Form or approved equal” to the Engineer for approval prior to the actual closure date. Submit the lane closure request 7 calendar days in advance of the lane closure for approval. This includes all shifts/shoulder/lane/ramp closures as stated per the proposal or any new lane closure requests submitted by the Contractor. The Engineer will have 4 calendar days to review the lane closure request for approval or provide comments for revisions required to obtain approval. Do not implement a lane closure prior to approval by the Engineer. In addition, notify the Engineer when the lane closure is removed or cancelled.

See Lane Closure Notification/Request Form contained in the proposal.

4. Protect the work area at the end of each day. Close all open access points on the project to traffic with Type III barricades or other devices approved by the Engineer.

5. The Engineer will be responsible for notifying emergency services, transit agencies, law enforcement and schools prior to any lane closures, detours or major traffic shifts. In addition, the Contractor will be responsible for working with and complying with any coordination that is necessary with the Department and emergency services, transit agencies, law enforcement and schools. All costs associated with these coordination efforts will be considered included in the pay item “Minor Traf Devices”.

6. Obtain all necessary permits from local governments within areas of local jurisdiction, including noise/dust ordinance waivers when required, prior to placing construction signing on local roads.

BAY:JPT 3 of 4 10/12/2021

A. The Department will reimburse permit costs in accordance with subsection

107.02.A of the Standard Specification for Construction. Adhere to all requirements made by local maintaining agencies regarding placement of traffic control devices prior to closing lanes on roadways not under MDOT jurisdiction.

7. Remove all temporary traffic control devices from MDOT right-of-way during any shut down periods unless needed for directly maintaining or channelizing traffic. No additional payment will be made for removal and/or redeployment of these devices except for in the case of an approved extension of time.

f. Stage Construction. Maintain traffic in accordance with the restrictions listed in section

d. Traffic Restrictions and the suggested sequence of operations contained herein. Use of an alternate traffic control plan is subject to review and approval by the Engineer.

1. Stage 1.

A. Complete all work on detour route.

2. Stage 2.

A. Close M-136 to thru traffic from State Rd to North Rd. Complete all work necessary to open M-136 over an unnamed tributary to the Brandymore Drain to traffic.

g. Detours.

1. Do not detour traffic until all proposed contract work on the detour route is completed, inspected, and approved by the Engineer.

2. Cover all detour signs installed prior to closing a road. Do not uncover detour signing until just before the closure is in effect. Immediately remove or cover all detour signing upon opening the road to traffic.

h. Traffic Control Devices. Ensure all traffic control devices are in accordance with the

MMUTCD and must meet the “acceptable” criteria as defined in the ATSSA publication entitled “Quality Guidelines for Temporary Traffic Control Devices and Features” at the time of initial deployment and after each major stage change.

1. During non-working periods, place applicable advance signs and channelizing devices at specific locations, as directed by the Engineer, at no additional cost to the Department.

2. Notify the Engineer 24 hours in advance of when traffic control devices are being delivered to the project site, to allow for initial inspection of devices to take place.

3. Remove from the project site all traffic control devices (including detour signing) no longer needed for a particular operation and equipment for construction within 14 calendar days of reopening the shoulder/lane/roadway.

4. Channelizing Devices.

BAY:JPT 4 of 4 10/12/2021

A. Ensure all devices have sufficient ballast to prevent moving or tipping. If moving or tipping occurs, place additional ballast, as directed by the Engineer, at no additional cost to the Department. No more than two ballasts are allowed on each channelizing device.

B. Do not use caution tape on this project.

5. Temporary Signs.

A. Additional W20-1 (ROAD WORK AHEAD) signs are included in the quantities to be placed on all intersecting or adjacent roads where construction activities may be encountered.

B. Fabricate, install, and remove temporary sign overlays on existing signs with the pay item for Sign, Type B, Temp, Prismatic, Furn. Attach the overlay in accordance with subsection 812.03.D.2 of the Standard Specifications for Construction.

i. Measurement and Payment. Payment will be in accordance with the standard specifications unless otherwise specified. No additional payment will be made for the following activities:

1. Transporting traffic control items from site to site.

2. Providing sufficient vehicles and staff to make changes as-needed on site during work.

3. Providing sufficient vehicles and staff to remove closures from the roadway.

4. Providing additional traffic control devices required to expedite the construction for the convenience of the Contractor.

1 2 3 4 EN

TR

AN

CE

EX

IT

CLOSE

OPEN

CLOSE

OPEN

CLOSE

OPEN

CLOSE

OPEN

CLOSE

OPEN

CLOSE

OPEN

CLOSE

OPEN

LOCATION OF CLOSURE

(Cross St. to Cross St., M.P. to

M.P., Exit name and Number)D

IR

EC

TI

O N

RO

U

TE

CLOSURE TYPE (Place "X" in the boxes that apply)

LANE NUMBER RAMPS

LE

FT

S H

LD

R

RI

G H T

SH

LD

R

EX

IS

TI

N G L

AN

ES

W

EI

G H T

W

ID

TH

RESTRICTIONS

DATE

MM/DD

TIME

D

AI

LY

RE

CU

RR

IN

G

M O

VI

N G

DURATION OF CLOSURE and TYPE (Place "X" in the boxes that apply)

H

EI

G H T

D

ET

O U R Y/ N

WORK DESCRIPTION

NOTE: SEMTOC shall be called in 'Real Time' when lane closures are beginning and when lane closures are removed in addtion to providing advance notification on this Lane Closure Form. This includes shoulder closures and moving operations. Please notify SEMTOC and refer to the Main Job Number associated with the project.

MDOT LANE CLOSURE NOTIFICATION/REQUEST FORM

(FOR SHIFTS, LANE, SHOULDER, STRUCTURE AND RAMP CLOSURES)

PRIME CONTRACTOR:

TSC:

COUNTY:

JOB #:

DETOUR ROUTE

SUMMARY

Please submit for approval before 2 p.m. each Monday of the week a minimum of five (5) business days prior to the start of requested closures, by email to the Project Engineer for processing.

DATE:

REQUEST #:

REQUESTOR NAME:

24 HR CONTACT:

Michigan Department of Transportation

0561 (12/15)

NOT TO SCALE

FILE:

Michigan Department of Transportation

MAY 2021

"B", "D" AND "L" TABLES

CHANNELIZING DEVICE SPACING,

SIGN BORDER KEY, AND ROLL-AHEAD SPACING

SHEET:

101-GEN-SPACING-CHARTS.dgn

MAINTAINING TRAFFIC TYPICAL

SPACING-CHARTS

101-GEN-

NO:

DISTANCE BETWEEN TRAFFIC SIGNS, "D"

POSTED SPEED LIMIT, MPH (PRIOR TO WORK AREA)

D (FEET)

DISTANCES

"D"

B (FEET)

GUIDELINES FOR LENGTH OF LONGITUDINAL BUFFER SPACE, "B"

LENGTHS

"B"

30 35 40 45 50 55 60 65 70

25 30 35 40 45 50 55 60 65 70

250 300 350 400 450 500 550 600 650 700

SPEED, MPH (PRIOR TO WORK AREA)

132 181 230 279 329 411 476 542 625

OPERATING SPEED.

* POSTED SPEED, OFF-PEAK 85TH PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED

POSTED SPEED LIMIT, MPH (PRIOR TO WORK AREA)

25 30 35 40 45 50 55 60 65 70

1 11

2 100 110 120 130 140

3 135 150 165 180 195 210

4 107 180 200 220 240 260 280

5 103 134 225 250 300 325 350

6 123 160 270 300 330 360 390 420

7 143 187 315 350 385 420 455 490

8 164 214 360 400 440 480 520 560

(FEET)

OFFSET

MINIMUM MERGING TAPER LENGTH, "L" (FEET)

9 184 240 405 450 495 540 585 630

10 205 267 450 500 550 600 650 700

11 225 294 495 550 605 660 715 770

12 180 245 320 540 600 660 720 780 840

13 266 347 585 650 715 780 845 910

14 286 374 630 700 770 840 910 980

15 307 400 675 750 825 900 975 1050

15 21 27 45 50 55 60 65 70 75

90544130

32 45 62 80

42 60 82

53 75 275

63 90

33 83

Michigan Department of Transportation

MAY 2021

"B", "D" AND "L" TABLES

CHANNELIZING DEVICE SPACING

SIGN BORDER KEY AND ROLL-AHEAD SPACING

SPACING-CHARTS

101-GEN-

NO:

SHOWN IN THE ABOVE TABLES ARE AS FOLLOWS:

MERGING TAPER IN DERIVING THE "L" VALUES

THE FORMULAS FOR THE MINIMUM LENGTH OF A

60 THE WORK AREA IS 40 MPH OR LESS

WHERE POSTED SPEED PRIOR TO "L" = W X S

THE WORK AREA IS 45 MPH OR GREATER

WHERE POSTED SPEED PRIOR TO "L" = W X S

W = WIDTH OF OFFSET

S = POSTED SPEED LIMIT IN MPH PRIOR TO WORK AREA

L = MINIMUM LENGTH OF MERGING TAPER

UPSTREAM TAPERS

DOWNSTREAM TAPERS

TAPER LENGTHTYPES OF TAPERS

100' - MAXIMUM2 TO 1 LANE ROAD TAPER

1/3 L - MINIMUMSHOULDER TAPER

1/2 L - MINIMUMSHIFTING TAPER

L - MINIMUMMERGING TAPER

MAXIMUM SPACING FOR CHANNELIZING DEVICES

SPEED LIMIT

WORK ZONE

TAPERTAPER TANGENT TANGENT

< 45 MPH

> 45 MPH 25 FEET100 FEET50 FEET

1 x SPEED LIMIT 2 x SPEED LIMIT

100' (PER LANE)(USE IS RECOMMENDED)

DRUM AND 42" DEVICE SPACING (FT) NIGHTTIME 42" DEVICE SPACING (FT)

25 FEET 50 FEET

50 FEET

EXITEXIT

IS TO BE PLACED ON THE PROJECT

SOLID OUTLINES INDICATE A SIGN THAT

EXISTS ON SITE, AND NEEDS TO BE COVERED.

DASHED OUTLINES INDICATE A SIGN THAT

SIGN OUTLINE KEY

Michigan Department of Transportation

MAY 2021

"B", "D" AND "L" TABLES

CHANNELIZING DEVICE SPACING

SIGN BORDER KEY AND ROLL AHEAD SPACING

SPACING-CHARTS

101-GEN-

NO:

TO WORK ZONE)

(POSTED SPEED PRIOR

PREVAILING SPEED

25 FT

GUIDELINES FOR ROLL-AHEAD DISTANCES FOR TMA VEHICLES - TEST LEVEL 2

VEHICLE

TMA

WEIGHT OF

40 MPH OR LESS

(STATIONARY)

5.5 TONS

TO WORK ZONE)

(POSTED SPEED PRIOR

PREVAILING SPEED

50-55 MPH

100 FT

150 FT

175 FT

VEHICLE

TMA

WEIGHT OF

* ROLL-AHEAD DISTANCES ARE CALCULATED USING A 4,410 POUND IMPACT VEHICLE WEIGHT.

25 FT

25 FT

50 FT

(STATIONARY)

12 TONS

(MOBILE)

5 TONS

45 MPH

60-75 MPH

45 MPH

50-55 MPH

60-75 MPH

TMA VEHICLE TO WORK AREA)

(DISTANCE FROM FRONT OF

ROLL-AHEAD DISTANCE*

TMA VEHICLE TO WORK AREA)

(DISTANCE FROM FRONT OF

ROLL-AHEAD DISTANCE*

* ROLL-AHEAD DISTANCES ARE CALCULATED USING A 10,000 POUND IMPACT VEHICLE WEIGHT.

GUIDELINES FOR ROLL-AHEAD DISTANCES FOR TMA VEHICLES - TEST LEVEL 3

MAY 2021

TRAFFIC TYPICALS

NOTE SHEET

102-GEN-NOTES.dgn

102-GEN-NOTES

NO:

GENERAL NOTES

BUFFER AREAS.

DO NOT STORE EQUIPMENT, MATERIALS OR PERFORM WORK IN ESTABLISHEDG4:

BY MDOT WILL BE ALLOWED.

APPLICABLE SPECIAL PROVISIONS. ONLY DESIGNS AND MATERIALS APPROVED

STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE STANDARD PLANS AND

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CURRENT EDITION OF THE

HARDWARE (MASH) TL-3 AS WELL AS THE CURRENT EDITION OF THE MICHIGAN

REPORT 350 (NCHRP 350) TEST LEVEL 3, OR MANUAL FOR ASSESSING SAFETY

LIGHTING MUST MEET NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM

ALL TEMPORARY SIGNS, TYPE III BARRICADES, THEIR SUPPORT SYSTEMS ANDG3:

ARE ADEQUATELY DELINEATED BY OTHER TRAFFIC CONTROL DEVICES.

WILL BE MADE FOR TRAFFIC PATTERNS FOR WORK LESS THAN THREE DAYS THAT

BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. EXCEPTION

CHANGES IN TRAFFIC PATTERNS OR PROPOSED TEMPORARY TRAFFIC MARKINGS SHALL

ALL EXISTING PAVEMENT MARKINGS WHICH ARE IN CONFLICT WITH EITHER PROPOSED G5:

S9:

OF THE STOP SIGN OR IF SIGNALS ARE BEING USED TO CONTROL TRAFFIC.

STOP AHEAD SIGNS ARE NOT REQUIRED IF THERE IS ADEQUATE VISIBILITY

STOP SIGNS NOT REQUIRED IF SIGNALS ARE ON 4-WAY FLASHING RED.

S8:

PLACE THEM "D" DISTANCE APART.

WHEN SPEED LIMIT SIGNS CANNOT BE PLACED SIDE BY SIDE AS SHOWN,

S7:

THE WORK ZONE.

PLACE ADDITIONAL R8-3 SIGNS AT A MAXIMUM 500' SPACING THROUGHOUT

S6:

STANDARDS.

FABRICATE SPECIAL SIGNS IN ACCORDANCE WITH CURRENT SIGNING DESIGN

S4:

THE W20-5 SIGNS.

WHEN TRAFFIC VOLUMES ARE SIGNIFICANT ENOUGH TO CREATE BACKUPS BEYOND

ADDITIONAL SIGNING AND/OR ELONGATED SIGNING SEQUENCES SHOULD BE USED

S2:

AND CONSOLIDATE THE SEQUENCE AS APPROPRIATE.

OR LONGER. TO APPLY THIS TYPICAL WITHOUT R5-18b SIGNS, REMOVE THE SIGNS

15 DAYS OR LONGER OR NON-FREEWAY PROJECTS WITH A DURATION OF 90 DAYS

R5-18b SIGNS ARE ONLY REQUIRED ON FREEWAY PROJECTS WITH A DURATION OF

S3:

OMIT THIS SIGN IN SUBSEQUENT SEQUENCES IN THE SAME WORK ZONE.

R5-18c IS ONLY REQUIRED IN THE INITIAL SIGNING SEQUENCE IN THE WORK ZONE.

SIGN NOTES

S5:

ACCORDINGLY.

SPEED LIMIT ARE POSTED, OMIT ALL W3-5b AND R2-1 SIGNS AND REDUCE SPACING

OF THE WORK AREA AS INDICATED. IF PERMANENT SIGNS DISPLAYING THE CORRECT

SPEED LIMIT SIGNS RETURNING TRAFFIC TO ITS NORMAL SPEED BEYOND THE LIMITS

WHEN REDUCED SPEED LIMITS ARE UTILIZED IN THE WORK AREA, PLACE ADDITIONAL

ROADWAY SUCH THAT NO SPEED LIMIT SIGNS ARE MORE THAN 2 MILES APART.

IS IN EFFECT. PLACE ADDITIONAL SPEED LIMIT SIGNS AT INTERVALS ALONG THE

ENTRANCE RAMP THAT COMES ONTO THE FREEWAY WHERE THE REDUCED SPEED

EACH MAJOR CROSSROAD THAT INTERSECTS THE WORK ZONE, OR AFTER EACH

PLACE ADDITIONAL SPEED LIMIT SIGNS REFLECTING THE WORK ZONE SPEED AFTER

S1:

SAFETY AND MOBILITY MANUAL, SECTIONS 6.01.09 AND 6.01.10.

CONDITIONS, COVERED, OR REMOVED. FOR GUIDANCE SEE THE WORK ZONE

ALL NON-APPLICABLE SIGNING WITHIN THE CIA MUST BE MODIFIED TO FIT

TCD8:

REVERSE…