[Adopted 6-22-1998]
This article has been enacted by the Town Council to regulate
the use of public rights-of-way in the interest of public safety and
convenience and to operate and protect public works infrastructure.
Excavation and restoration standards are required to preserve the
integrity, operational safety, and function of the public right-of-way.
As used in this article, the following terms shall have the
meanings indicated:
Continuous and clear sight of 10 feet of sight distance for
every one mile of posted speed limit. This standard may be reasonably
reduced by the Public Services Director in circumstances where no
reasonable alternative exists.
An immediate excavation necessary to prevent personal injury,
death or the loss or disruption of a private or public utility or
service. The burden of proof of such emergency rests with the applicant.
Any operation in which earth, rock, paving or like material
on or below the surface of the ground is moved, displaced, dug, trenched,
tunneled or in any similar manner disturbed, except the agricultural
tilling of soil or gardening.
The entire width between property lines of every way or place
of whatever nature when any part thereof is open to the use of the
public, as a matter of right, for the purpose of traffic, except for
private roads and private ways.
A.Â
Entrance permit required. No owner of property abutting upon any
public road within the Town shall construct, cause or permit to be
constructed, alter or relocate any driveway, entrance, or approach
or other improvement within the right-of-way of such road or extending
from such road onto his property except in accordance with an entrance
permit issued upon his application to the Public Services Director
and except for the bona fide purpose of securing access to his property.
An entrance permit does not authorize parking or servicing vehicles
within such right-of way. A permit fee established by order of the
Town Council shall be paid for each permit. This article applies to
all entrances to public roads proposed to be created after the effective
date of this article.
B.Â
Application. Application shall be filed with the Public Services
Director together with an application fee as established by order
of the Town Council. The applicant shall furnish a copy of plans or
sketches showing the proposed entrance:
(1)Â
Location(s), width, and arrangement;
(2)Â
Distance between existing entrances within 100 feet of the proposed
entrance(s);
(3)Â
Distance(s) from the center line of the traveled way to any structures,
gasoline pumps, or other obstructions within 100 feet of the proposed
entrance(s), etc.;
(4)Â
Length, size and location of existing pipes, culverts, catch basins
or manholes, curbing, curb and gutter, and/or sidewalks within 100
feet of the proposed entrance(s); and
(5)Â
The proposed location of new pipes, culverts, catch basins or manholes,
curbing, etc.
C.Â
Entrance standards. The location, design and construction of any
entrance permitted shall be in accordance with the Public Services
Department's rules and the following standards:
(1)Â
Sight distance. All entrances shall be so located that vehicles approaching or using the entrance will be able to obtain adequate sight distance, in both directions, as defined in § 200-7.
(2)Â
Grade. Entrance grades shall be at least a negative grade of 2% from
the existing edge of pavement to an appropriate drainageway.
(3)Â
Number. Not more than two entrances (or exits) shall be allowed on
any parcel of property for which the frontage is less than 200 feet.
Additional entrances (or exits) for parcels of property having a frontage
in excess of 200 feet shall be permitted only after showing of necessity.
When frontage is 50 feet or less, only one combined entrance and exit
is permitted, the width of which shall not exceed 30 feet.
(4)Â
Separation islands between multiple drives. Where culverts are not
required or where they are continuous between entrances, an island
raised not less than six inches above the surface of the adjacent
drives is required. The island shall be curbed, seeded, sodded, or
paved. If an open swale is used between entrances, the raised island
is not necessary.
(5)Â
Sidewalk and curbs. When sidewalk, curbing or curb gutter is to be
removed, it shall be replaced at the owner's expense at the break
points of the entrance. All curbing at the side of the entrance shall
be rounded with a radius of not less than two feet.
(6)Â
Drainage. Drainage in roadside ditches shall not be altered or impeded,
and suitable, approved drainage structures shall be provided at all
entrances. Surface drainage shall be provided so that all surface
water on the areas adjacent to the road shall be carried away from
the road. Culverts or other provisions shall be made underneath the
entrance or filled areas adjacent to the road adequate to carry the
water in the roadside ditches. The size and adequacy of proposed drainage
structures shall be approved by the Public Services Director prior
to installation.
D.Â
Heavily used entrances. Application for entrances to drive-in theaters,
shopping centers, ballparks or other large public gathering places
may be granted only after site plan review approval by the Planning
Board based upon special studies and detailed plans and specifications
as it may require.[1]
A.Â
Street opening permit required. No person or utility, except utilities
performing emergency excavations, shall make any excavation in any
public road without first obtaining a street opening permit from the
Public Services Director or his/her designee. All such excavations
are governed by this article.[1]
B.Â
Application. An application shall be filed by submitting a form provided
by the Town of Cumberland to the Public Services Director or his/her
designated agent. The completed application shall state the applicant's
name, address, twenty-four-hour emergency phone number and the purpose
of the excavation. Applicants shall provide a Dig Safe confirmation
number on the application that is applicable to the proposed excavation
site. The completed application shall also provide the name of location
to be excavated, the beginning date of the proposed work, the completion
date, and the name of the property owner for whom work is being done.
C.Â
Conditions of permit. Upon review of completed street and sidewalk
opening application, an opening permit will be issued. A fee established
by order of the Town Council shall be paid for each permit or renewal
thereof. Street opening permits shall be only issued from April 1
to November 30, unless an emergency or special circumstance exists.
An explanation shall be given to the Public Services Director explaining
the special situation or emergency prior to the issuance of a permit
during the months of December 1 through March 31. Any oral explanation
shall be followed up by a written explanation within two working days.
Excavation work must be started not later than 30 working days from
the date of issuance of the permit. After the expiration of the thirty-day
period, such street opening permit shall become null and void. Notification
shall be made to the Public Services Department on the actual day
the work will begin. No work shall be done under the permit on Saturdays,
Sundays, or holidays, unless approved by the Public Services Director.
During all street excavations, one-way traffic shall be maintained
for emergency vehicles. Temporary exceptions may be made only by the
Fire/EMS Chief and only when another means of access is available.
D.Â
Excavation standards. Applicants shall pre-mark the proposed area
of excavation. Limits of pre-marked sites shall be within a reasonable
area for purposes of the excavation. Identification shall be done
using company or utility initials, in letters no larger than 12 inches
high. Identification shall be placed in the area to be excavated so
that the identification will be eliminated after the job is completed.
The Town of Cumberland is an associate member of Dig Safe, Inc., and
requires that Dig Safe, Inc., be contacted for all excavations on
any public road within the Town of Cumberland.
E.Â
Protection of public property. In the course of any excavation, individuals
and/or utilities shall not remove any trees or shrubs which exist
in the street area without first obtaining the consent of the Public
Services Director.
F.Â
Pavement breaking in streets. All excavations on paved street surfaces
shall be precut in a neat, straight line with pavement breakers or
saws. Cutouts of the trench lines must be normal or parallel to the
trench line. Pavement edges shall be trimmed to a vertical face and
neatly aligned with the center line of the trench.
G.Â
Pavement breaking in sidewalks. All parts of Subsection F shall also apply to sidewalks in all cases except concrete sidewalks. Concrete sidewalks shall be saw cut. Use of payment breakers will not be allowed. On concrete sidewalks, all cuts shall be made from the nearest joint or score line on the other side of the excavation. All sidewalk restorations shall be made to provide pedestrian ramps in accordance with the Americans With Disabilities Act and as required by the Public Services Department.
H.Â
Backfilling.
(1)Â
All backfilling of street openings shall be done in accordance with
the following standards:
(a)Â
All work must be conducted in strict accordance with the latest
regulations of OSHA for excavations.
(b)Â
All work must be protected from freezing.
(d)Â
Whenever water is found standing in the excavation area, the
water shall be removed by pump or other means before backfilling operations
can commerce.
(e)Â
Backfilling of excavations shall be performed by the permittee
as soon as practicable so that the least possible subsequent settling
will occur. Before backfilling operations shall begin, the permittee
must notify the Director, allowing adequate time as determined by
the Director for inspection.
(f)Â
Granular borrow material selected from the soil, or delivered
to the site, shall be spread in layers not exceeding eight inches
in loose depth and thoroughly compacted around and under the appropriate
bedding material for any substructure and used as backfill up to the
bottom of the pavement structure subbase.
(g)Â
Where the excavated material is primarily clay, it shall be
allowed for use of backfill only upon the express approval of the
Director, with the intention of minimizing differential settling.
(2)Â
All remaining excavated material shall be removed from the job site
and disposed of, as the permittee's responsibility, in such a
manner that will minimize interference with pedestrian and vehicular
traffic. No material shall be left within the right-of-way once the
repair and/or installation is complete.
I.Â
Pavement structure base and subbase materials. The pavement structure
subbase shall be backfilled with crushed Type D gravel (or better)
conforming to Maine Department of Transportation specifications. The
crushed aggregate shall be spread in layers not exceeding eight inches
in loose depth and compacted to no less than 95% of the maximum dry
density of the material, ASTM D1557, to the depth required by the
Public Services Director.
(1)Â
The pavement structure base material will be crushed Type A gravel
conforming to the Maine Department of Transportation specifications
and ASTM D1557, to the depth required by the Public Services Director.
(2)Â
The maximum dry density of the material to be used in the trench
along with the corresponding moisture contents, in accordance with
ASTM D1557, shall be filed at the time of application to obtain a
permit. The Town reserves the right to verify maximum density and
field density at any time.
J.Â
Inspections. The Public Services Director or his/her designee shall
make such inspections as are necessary in the enforcement of this
article.
K.Â
Restoration of surface in streets. All road surfaces shall be restored
after an excavation in accordance with the following standards:
(1)Â
Permanent resurfacing of excavation in streets and sidewalks shall
be the responsibility of the permittee under this article.
(2)Â
For temporary resurfacing on all arterial and connector type streets
and when directed by the Public Services Director, the top surface
of the backfill shall be covered with two inches compacted depth of
bituminous temporary resurfacing material. Such temporary material
shall be cold mix, except that the permittee under this article may
use or the Town may require hot mix. All temporary material shall
be compacted so that it is hard enough and smooth enough to be safe
for pedestrian travel over it as well as for vehicular traffic to
pass safely over it at the legal rate of speed. The permittee may
maintain excavations in streets only with the written permission of
the Public Services Director and provided that the trench is property
maintained and covered with calcium chloride. The permittee shall
maintain the temporary paving and trenches for a period not to exceed
15 calendar days. At this time, the contractor shall install a permanent
patch over the excavation. All excavations shall be kept safe for
pedestrian and vehicular traffic until the excavation has been permanently
resurfaced by the contractor. If it is not possible to maintain the
surface of the temporary paving in a safe condition for pedestrian
and vehicular traffic, then the permittee shall maintain barriers
and lights where required in this article until a permanent patch
has been installed.
L.Â
Proof of insurance. Applicants for street opening permits shall supply
to the Public Services Department a certificate of insurance listing
the Town of Cumberland as an additionally named insured. Coverage
shall be maintained throughout the period of work performed under
this article and shall not be for not less than the following amounts:
(1)Â
General liability, including comprehensive form, premises/operations,
underground explosion and collapse hazard, products/completed operations,
contractual, independent contractors, broad form property damage and
personal injury.
(2)Â
Automobile liability, including any auto, hired autos and nonowned
autos: $300,000 bodily injury and property damage combined.
M.Â
Excavations in reconstructed or repaved roads. After a public road
has been reconstructed or repaved, no permit shall be granted to open
such road for a period of five years unless an emergency condition
exists or unless the necessity for making such installation could
not have been reasonable foreseen at the time of the reconstruction
or repaving. This subsection shall be void unless the Town shall have
given 60 days' notice by registered mail of the impending work to
the owners of property abutting the road and to all public utilities
serving the road.
Upon the recommendation of the Public Services Director, and
after seven days' notice published once in a newspaper of general
circulation in the community, the Road Commissioner shall authorize
posted registered gross vehicle weight limits on any Town public road.
Prior to the issuance of any permit, the Public Services Director
shall set the amount of a cash escrow account to be held in a non-interest-bearing
account to secure the completion of all work approved under any permit
issued under this article.
Any person, firm or corporation who or which shall violate any
provision of this article shall be subject to a fine in an amount
established by the order of the Town Council. Each day of continued
violation and every violation of a provision of this article shall
constitute a new and separate offense. If any work performed under
any permit issued under this article is not completed in compliance
with the terms of this article, or if any work is undertaken without
a required permit, the Town may cause such work to be repaired. In
the event of such repair, the Town shall prepare a bill for the cost
of the repair, with an additional amount of 50%. The Town shall issue
no further permits to any person who has performed such work until
the Town receives payment from the person for the repair work.
The applicant shall hold harmless the Town of Cumberland and
its duly authorized agents and employees against any action for personal
injury or property damage sustained by reason of the exercise of an
entrance permit.