Right-of-Way Markers Art. 666.03 spliced, each end shall be wrapped not less than six complete turns around the other wire. Gates shall be assembled and installed according to the details shown on the plans. Vehicle gates shall swing open 180 degrees. Pedestrian gates shall swing open 90 degrees. Gate keepers shall be provided to hold gates when in an open position and shall be located and installed as directed by the Engineer. Continuous fence shall be grounded at intervals not exceeding 200 ft (60 m). There shall be a ground not exceeding 35 ft (10.7 m) from a gate in each section of the fence adjacent to a gate. There shall be a minimum of one ground in any partial section of fence, constructed separately but in conjunction with main fence. Fence under a power line shall be grounded by three grounds, one directly under the crossing and one on each side 25 to 35 ft (8 to 10.7 m) away. A single ground shall be placed directly under each telephone wire or cable crossing. Each barbed wire and the top and bottom wires of the woven fence shall be fastened to the metal post by a mechanical means to ensure a tight connection for positive grounding. When metal line posts are used in lieu of wood line posts, this grounding is not required.
665.04 Method of Measurement. Woven wire fence will be measured for
payment in feet (meters) along the top of the fence from center to center of end posts, excluding the length occupied by gates. Excavation in rock will be measured for payment according to Article 502.12.
665.05 Basis of Payment. This work will be paid for at the contract unit price
per foot (meter) for WOVEN WIRE FENCE, and at the contract unit price per each for WOVEN WIRE GATES, of the sizes and types specified. Excavation in rock will be paid for according to Article 502.13. SECTION 666. RIGHT-OF-WAY MARKERS
666.01 Description. This work shall consist of furnishing and erecting
concrete right-of-way markers, or removing and reerecting right-of-way markers.
666.02 Materials. Materials shall be according to the following.
Item Article/Section
a.Precast Concrete Right-of-Way Markers ................................................ 1042
b.Reinforcement Bars ........................................................................... 1006.10 CONSTRUCTION REQUIREMENTS
666.03 Furnishing and Erecting. Right-of-way markers shall not be erected
within the corporate limits of cities, villages or towns. When erected within improved residential areas, Method B right-of-way markers shall be used. Method A right-of- way markers shall be used at all other locations as shown on the plans. Art. 666.03 Right-of-Way Markers Right-of-way markers shall be set so the back of the post is flush with the right- of-way line, except when the marker conflicts with a property pin, in which case the right-of-way marker shall be offset. The markers shall be set in compacted soil, and the bottom of the holes shall be rammed to provide a stable foundation. They shall be set in a vertical position with the lettered side facing the roadbed. The holes shall be backfilled and thoroughly compacted with approved materials in layers in such manner that the bottom of the markers will remain in the correct position. Right-of-way markers shall be erected before any grading operations are started, except that markers in easement areas may be erected after the final grading is complete.
666.04 Removing and Reerecting. Existing right-of-way markers designated
to be removed and reerected shall be removed in a manner that will not damage the marker. Any marker damaged during removal shall be replaced with a new marker. Holes shall be backfilled as directed by the Engineer. The existing right-of-way markers shall be reerected at the locations shown on the plans. Reerecting of existing right-of-way markers shall be according to
Article 666 — 03. Existing markers damaged during removal or otherwise considered
unsatisfactory for reuse shall be replaced with new markers before reerecting.
666.05 Basis of Payment. Furnishing and erecting right-of-way markers will
be paid for at the contract unit price per each for FURNISHING AND ERECTING RIGHT OF WAY MARKERS. Removing and reerecting existing right-of-way markers will be paid for at the contract unit price per each for REERECTING RIGHT OF WAY MARKERS. Replacement of unsatisfactory right-of-way markers, except those damaged by the Contractor during removal, will be paid for according to Article 109.04. Excavation in rock will be measured and paid for according to Section 502. SECTION 667. DRAINAGE MARKERS AND PERMANENT SURVEY MARKERS
667.01 Description. This work shall consist of furnishing and erecting
drainage markers or furnishing and installing permanent survey markers.
667.02 Materials. Materials shall be according to the following.
Item Article/Section
a.Portland Cement Concrete ..................................................................... 1020
b.Reinforcement Bars ............................................................................ 1006.10
c.Precast Concrete Drainage Markers ....................................................... 1042
d.Precast Concrete Survey Markers .......................................................... 1042 CONSTRUCTION REQUIREMENTS
Referenced in this section
RIGHT-OF-WAY MARKERS in other states
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Source: Illinois Standard Specifications for Road and Bridge Construction, 2022 Edition. Pages 598–599 of 1,217. View official source ↗