Note: See also subsection 6-3-10E of this code.
Any utility digging within the town either for new installation or for repair work shall obtain a digging permit from the town prior to any work being done.
(Ord. 525, 2-4-2002)
[1]
See Section 9-2-7 of this title for fee.
Where possible, trenches will not be left open overnight. If circumstances require that a trench be left open overnight, said trench shall be barricaded in such a manner as to ensure the safety of the public. The trench shall also be noticed and barricaded in such a way as to protect the public during the day. All work shall comply with the requirements of Wyoming public works standard specifications, 2001 edition, unless superseded by these specifications.
(Ord. 525, 2-4-2002)
[1]
See also Section 6-3-5 of this code.
A. 
Deadline: All work within a one block area shall be completed within 10 working days from the beginning of the work being done within that block.
B. 
Failure to Complete—Fine: If the work is not completed within the time allotted, the utility shall be subject to a fine not to exceed $750 per day.
C. 
Extension of Time: However, the town crew supervisor may grant extensions for unforeseen circumstances.
D. 
Filling of Trenches by Town: If no extension is granted, and the work is not completed within an additional four days, the town shall have the right to fill all trenches and bill the utility for the time, equipment and materials used.
(Ord. 525, 2-4-2002)
A. 
Cutting: Where trench excavation or structure excavation requires the removal of curb and gutter, concrete sidewalks, or asphalt or concrete pavements, the pavement or concrete shall be cut in a straight line parallel to the edge of the excavation by use of a spade bitted air hammer, concrete saw or similar approved equipment to obtain a straight, square, clean break. Initial pavement cuts shall be the top width of the excavation.
B. 
Expansion of Pavement Cut: Prior to the replacement of pavement, the pavement cut shall be expanded to two feet (2′) wider than the actual opening and centered over such excavation.
C. 
Fill:
1. 
Beneath Pavement, Sidewalk, Curb or Gutter: Any trenches or excavations beneath pavement, sidewalk, curb or gutter shall be filled with flowable fill meeting the requirements set out in Wyoming public works standard specifications, 2001 edition, Section 02225 trench backfill 2.01.B., "Cement Treated Fill."
2. 
Setting Time: Flowable fill shall be allowed to set for a minimum of two days prior to replacing the paving.
3. 
Freezing Weather: If work is done in freezing weather, quick set flowable fill shall be used and water shall be heated so that mix is at least fifty-five degrees Fahrenheit (55°F).
4. 
Replacement Material: Paving shall be replaced with the same type material and thickness as the original pavement.
5. 
Paving in Less Than Two Days: If the utility owner wants to pave in less than two days they shall use one of the following mix designs for quick set flowable fill.
Cement
100 pounds
Sand
2,925 pounds
Water
585 pounds
Nonchloride accelerator
80 ounces per cubic yard
Quick set cement
100 pounds
Sand
2,970 pounds
Water
500 pounds
(Ord. 525, 2-4-2002)
Trenches and excavations in alleys where there is not asphalt or concrete paving shall be backfilled and compacted to 95% of standard proctor density, with documentation as to compaction, or filled with flowable fill. Surfaces shall be restored utilizing the same materials that were removed in the first instance; the restoration shall be in accordance with the Wyoming public works standard specifications, 2001 edition, Section 02227 "Backfilling for Pavement."
(Ord. 525, 2-4-2002)
Any trench that fails within the first year after work is completed shall be repaired at the expense of the utility.
(Ord. 525, 2-4-2002)
All work shall be done in compliance with the current published edition of the Wyoming public works standard specifications, standard drawing No. 02220-01:
(Ord. 525, 2-4-2002)