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General Provisions (00100-00999)

672SEALING AVANDONED WELLS

IL · 2022 Standard Specifications✓ Full text on BuildSpecBook pages 616–617 Save this section

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Sealing Avandoned Wells Art. 672.03 No extra payment will be made for systems maintenance, repairs or replacement, or for damages incurred as a result of vandalism, theft, or other criminal activities. SECTION 671. MOBILIZATION

671.01 Description. This work shall consist of preparatory work and

operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site for the establishment of offices, buildings, and other facilities necessary for work on the project and for all other work or operations which must be performed or costs incurred when beginning work on the project.

671.02 Basis of Payment. This work will be paid for at the lump sum price for

MOBILIZATION. The amount which a Contractor will receive payment for, according to the following schedule, will be limited to six percent of the original contract amount. Should the bid for mobilization exceed six percent, the amount over six percent will not be paid until 90 percent of the adjusted contract value is earned.

a.Upon execution of the contract, 90 percent of the pay item will be paid.
b.When 90 percent of the adjusted contract value is earned, the remaining ten percent of the pay item will be paid along with any amount bid in excess of six percent of the original contract amount. Nothing herein shall be construed to limit or preclude partial payment for other items as provided for by the contract. SECTION 672. SEALING AVANDONED WELLS

672.01 Description. This work shall consist of sealing abandoned water wells

and monitoring wells. CONSTRUCTION REQUIREMENTS

672.02 General. Work shall be performed according to the “Illinois Water Well

Construction Code” (77 Illinois Administrative Code 920) and shall be performed by a licensed water well driller. A list of licensed water well drillers is available from the Illinois Department of Public Health offices in Springfield. Any available information, such as well type, diameter, depth, and geologic data will be shown on the plans. Unless otherwise noted, monitoring wells are assumed to be 2 in. (50 mm) in diameter and a maximum of 25 ft (7.6 m) deep.

672.03 Basis of Payment. This work will be paid for at the contract unit price

per each for SEALING ABANDONED WATER WELLS or SEALING ABANDONED MONITORING WELLS. Art. 701.01 Work Zone Traffic Control and Protection

Division 700 — Work Zone Traffic Control

AND PROTECTION, SIGNING, AND PAVEMENT MARKING SECTION 701. WORK ZONE TRAFFIC CONTROL AND PROTECTION

701.01 Description. This work shall consist of the furnishing, installation,

maintenance, relocation, and removal of work zone traffic control and protection.

701.02 Materials. Materials shall be according to the following.

Item Article/Section

a.Sign Posts, Metal (Note 1) ................................................................. 1006.29
b.Sign Posts, Telescoping (Note 1) .................................................. 1093.01(c)
c.Sign Posts, Wood (Note 2) ................................................................ 1007.05
d.Pavement Marking Tape .................................................................... 1095.06 Note 1. Galvanizing of metal posts will not be required. Note 2. The nominal size of wood posts shall be 4 x 4 in. (100 x 100 mm). CONSTRUCTION REQUIREMENTS

701.03 Equipment. Equipment shall be according to the following.

Item Article/Section

a.Signs .................................................................................................. 1106.01
b.Flagger Traffic Control Paddle ........................................................... 1106.01
c.Lights ................................................................................................. 1106.02
d.Cones ................................................................................................ 1106.02
e.Type I, II, and III Barricades ............................................................... 1106.02
f.Vertical Barricades ............................................................................. 1106.02
g.Vertical Panels ................................................................................... 1106.02
h.Direction Indicator Barricades ............................................................ 1106.02
i.Drums ................................................................................................ 1106.02
j.Tubular Markers .............................................................................. 1106.02(f)
k.Truck Mounted/Trailer Mounted Attenuators ..................................... 1106.02
l.Arrow Boards ..................................................................................... 1106.02
m.Portable Changeable Message Signs ................................................ 1106.02
n.Sign Trailers ...................................................................................... 1106.02
o.Temporary Rumble Strips .................................................................. 1106.03
p.Detectable Pedestrian Channelizing Barricades ............................ 1106.02(k)

701.04 General. Work zone traffic control and protection shall be according to

the traffic control plan and the MUTCD. The work zone signs and traffic control devices shall meet the Department’s quality standards as shown in the “Traffic Control Field Manual”. The traffic control shown on the plans represents the minimum required combination of traffic control devices needed for a particular construction operation. Conditions created by the Contractor's operation which are not covered by the plans

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Source: Illinois Standard Specifications for Road and Bridge Construction, 2022 Edition. Pages 616–617 of 1,217. View official source ↗

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