The Township Engineer and/or Building Inspector shall periodically
inspect all road openings and the repair and resurfacing thereof for
the purpose of determining compliance with and conditions imposed
on the issuance of the permit and the specifications. The Township
may, upon the recommendation of its inspector:
A. Order a temporary stop to any road opening.
B. Order that the applicant perform or correct work in accordance with
the directions of the Township.
C. Order a stop to any work and revoke the permit, in which event the
Township of Riverside shall complete or cause to be completed the
work and declare the applicant's cash deposit forfeit or notify the
applicant's surety of an intent to file claim on the bond.
D. Correct any work after notification to the applicant and the neglect
or the refusal of the applicant to make such corrections as indicated
and, upon doing so, declare the applicant's cash deposit forfeit or
notify the applicant's surety of an intent to file a claim on the
bond.
E. Take any other action deemed reasonable under the circumstances.
As used in this article, the following terms shall have the
meanings indicated:
EXTENSIVE OPENING
An opening, tearing up or excavating, for any purpose, of
a Township road of 100 feet or more of roadway length or where connecting
lateral openings are made at average intervals of less than 100 feet
along the roadway length or an opening which disturbs 20% or more
of the pavement area.
SMALL OPENING
Any opening, tearing up or excavating, for any purpose, of
a Township road which is not an extensive opening.
For openings in old asphalt pavements and newly constructed,
reconstructed or overlaid roads, clean granular backfill shall be
furnished from outside sources. Backfill material shall be deposited
in six-inch layers and thoroughly compacted to a level eight inches
below the level of the adjacent paved surfaces. The openings shall
be cut back six inches beyond the perimeter of the trench opening.
The base course shall be bituminous stabilized base, stone mix, Mix
No. 1, six inches thick. The surface course shall be two inches compacted
depth of FABC-1 Mix No. 5. All joints between the new and existing
pavements shall be sealed with a tack coat.
For all openings in concrete pavement surfaces, the trench backfill
shall be compacted to a level two inches below the top of the adjacent
paved surface. A two-inch compacted depth of temporary bituminous
cold patch material shall then be placed, compacted level with the
existing pavement and maintained by the permittee to pavement level
by adding additional cold patch for a period of 30 days or more until
final settlement has occurred. After final settlement, a pavement
course of Class B concrete eight inches in depth shall be constructed
level with the existing pavement surfaces.
[Amended 9-25-1995 by Ord. No. 1995-10; 8-23-2006 by Ord. No.
2006-18]
Any person, firm, corporation, association or legal party whatsoever who shall violate, or authorize or procure a violation, or cause to be violated, any provision of this article shall, upon conviction thereof, be punishable as provided under Chapter
1, Article
II, General Penalty.