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Road Ordinance
of the
Final Draft:
Adopted:
Article 1. Purpose,
Authority, Administration, Effective Date, Repeal of Existing Ordinance
1.1 Purpose
The purpose of this ordinance is to
establish minimum standards by which roads in the town are to be
constructed. These standards are
required to protect the safety, health, and welfare of the people of the town
of
1.2 Authority
A
This ordinance is adopted pursuant to Home Rule Powers
as provided for in Article VIII-A of the Maine Constitution and Title 30-A,
M.R.S.A., §3001.
B
This ordinance shall be known and may be cited as “Road
Ordinance of the Town of
1.3 Administration
and Enforcement
The Planning Board of the town of
1.4 Applicability
These standards shall apply to all roads, as defined,
within the town of
1.5 Effective Date
The effective date of this ordinance shall be June 11, 2005, the date of the 2005 Wales Town Meeting.
1.6 Repeal of Prior Ordinances
This Ordinance shall repeal the ordinance entitled “Town of
1.7 Amendments
This ordinance may be amended by a majority vote of the
registered voters of the town of
1.8 Severability
The invalidity of any provision of this
ordinance shall not invalidate any other provision.
Article 2. Design Standards
2.1 Road Design Standards
A. The
type of road is as defined in the Town of
|
Item |
Collector |
Minor |
Private |
Common Driveway |
|
Right-of-Way Width (Minimum) |
60' |
60' |
60' |
30' |
|
Pavement/Travel Way Width |
24' |
20' |
20' |
16' |
|
Minimum Grade |
0.5% |
0.5% |
0.5% |
0.5% |
|
Maximum Grade |
8.0% |
12.0% |
12.0% |
10.0% |
|
Within 50’ of
Intersections |
3.0% |
3.0% |
3.0% |
3.0% |
|
Minimum Angle of Intersection |
60E |
60E |
60E |
60E |
|
Width of Shoulder (Each Side) |
4' |
4' |
4' |
1' |
|
Minimum Centerline Radius |
500' |
200' |
200' |
150' |
|
Minimum Tangent Between Reverse
Curves |
200' |
100' |
100' |
100' |
|
Sub-base (meeting MDOT 703.06
Type D)* |
15" |
12" |
12" |
12" |
|
Base (meeting MDOT 703.06 Type
A)* |
6" |
6" |
6" |
Not
Required |
|
Base Pavement (Bituminous; After
Compaction)* † |
2-3”
|
2-3”
|
Not
Required |
Not
Required |
|
Wearing Course (Bituminous;
After Compaction)* † |
1¼" |
1¼" |
Not
Required |
Not
Required |
|
Minimum Crown |
¼"/ft. |
¼"/ft. |
5/8"/ft. |
5/8"/ft. |
|
Dead-End-Street Maximum Length |
|
|
|
|
|
Minimum Radius of Right-of-Way
at Intersection |
10' |
10' |
10' |
10' |
|
Minimum Radius of Pavement at
Intersection |
|
|
|
|
|
90E
to 75E |
25' |
25' |
25' |
25' |
|
>75E |
30' |
30' |
30' |
30' |
|
Minimum Distance Between
Intersections |
300' |
200' |
200' |
200' |
|
Minimum Culvert Size ± |
15" |
15" |
15" |
15" |
|
Minimum Cover Over Culverts |
18" |
18" |
18" |
18" |
* Maine Department of Transportation
specifications will be used to establish material quality specifications. These material thicknesses presume a suitable
native soil below subgrade. Fine-grained
soils having a California Bearing Ratio of less than fifteen (15) percent will
generally require additional sub-base material.
† Thickness would be based on type of projected
traffic/use and will be discussed with the Road Commissioner and based on the
following pavement guidelines: Surface
Pavement (Wearing Course) use 9.5mm pavement 1-1 ¼” in thickness; Intermediate
Pavement (if used) 12.5mm pavement 1 ½–2” in thickness; Base Pavement use 2
¼-3” in thickness (Max. Depth Base layer 3”).
On all use a 50 gyration super pave mix.
± See 2.1, D
B. Dead
end streets shall be avoided whenever possible.
When a dead end street is required by the constraints of the parcel, or
when phasing of a subdivision results in a temporary dead end street, a
turn-around for use of emergency and other vehicles shall be provided. A hammerhead is the preferred turn-around; it
shall have a travel way width as per the class of road and a minimum length of
each “leg” of 40’. If the Planning Board approves a cul-de-sac, in lieu of the
hammerhead, the radius of the right-of-way shall be 65’ while that of the
travel way shall be 50’.
C. All base and sub-base materials will be
placed at the optimum moisture content to achieve the desired compaction. The maximum compacted thickness of any layer
shall not exceed 12”. Compact all base
and sub-base material to at least 90% of the maximum density as determined in
accordance with ASTM D698. Determine in
place density using ASTM D1556 or D2022 or other method approved by the
Board. The Board shall determine the
frequency of in place testing required.
D. All new culvert
installations and replacements will utilize plastic culverts with a minimum 15”
diameter and with a minimum length of 30 feet and a maximum length of 40 feet. A waiver may be obtained by the Road
Commissioner where the installation of a 15” or larger culvert is not
possible. While the minimum cover for
culverts is 18” for all referenced road types, 24” will be the accepted
standard whenever possible. In extenuating
circumstances, where even the 18” minimum is unattainable, a waiver may be
granted by the Road Commissioner.
2.2 Grade
Changes
A. For all road classifications, grade changes
shall be accomplished by parabolic vertical curves of such design that a
minimum sight distance of two hundred (200) feet is maintained. In no case shall vertical curves have lengths
less than K * A, where A is the algebraic difference of the grades in percent,
and K is defined in the table below.
|
Design Speed
(MPH) |
“K” for Crest
Curves |
“K” for Sag
Curves |
|
25 |
25 |
33 |
|
30 |
28 |
35 |
|
40 |
50 |
50 |
|
50 |
80 |
70 |
|
60 |
150 |
100 |
B. All
streets shall have adequate stormwater drainage facilities to prevent pavement
flooding and side-slope erosion.
C. Side slopes shall have a maximum grade of
thirty-three (33) percent.
2.3 Sight Distance
The minimum sight distance shall be ten (10) times the posted speed limit on the existing road that the proposed road intersects. Sight distance shall be measured from the driver’s seat of a vehicle that is ten (10) feet behind the curb or edge of shoulder line with the height of the eye three and one-half (3 ½) feet above the pavement and the height of object four and one-half feet (4 ½) feet.
2.4 Signage
A. All
roads shall be provided with traffic-control signs at the expense of the
applicant/ developer. Signs establishing
speed limits, stopping lines, yield locations, and other similar instructions
shall be in conformance with Section 645 of the State of Maine Department of
Transportation Standard Specifications – Highways and Bridges for Type I
signage. Street- and road-name signs
shall be provided by the applicant and installed as directed by the Board of
Selectmen.
B. All applicable signage shall be installed
prior to acceptance by the town.
2.5 Openings/Entrances
to Existing or Planned
All proposed permanent roads shall be designed and
constructed in accordance with this ordinance.
An “Entrance Permit” or “Driveway Permit” from the Road Commissioner, or
his/her authorized agent shall be required for any new road, driveway, access
way, curb cut or other road/street opening, the purpose of which is to provide
access to and from a town road or a proposed town road. The Road Commissioner, or his/her agent,
shall specify culvert size, specify any special installation requirements, and
locate points of safe access for the opening.
The installation and cost of such opening (entrance) shall be the
responsibility of the owner of the property to which access is provided. It is the responsibility of the owner to
ensure that the entrance meets the standards established by the Town of
2.6 Underground installation of utilities
Any underground installation of utilities within five (5) years of building and paving or repaving of a town road shall be outside of the paved area whenever feasible. Where pavement cuts are made the entire rebuilding may be requested of the responsible party and a sharing of the costs negotiated. Plans will be reviewed and approved by the Road Commissioner. As in all underground installations, dig safe should be contacted.
Article 3. Waivers and Appeals
3.1 Waivers
Where the Board makes written
findings of fact that the developer will suffer an undue economic or other
hardship if the requirements of this ordinance are strictly applied, it may waive
the necessity for strict compliance with the requirements of this ordinance in
order to provide relief from the hardship in question and to permit a more
practical and economical development, provided, however, that the public
health, safety, and welfare will not be compromised, and further provided that
the waivers in questions will not have the effect of nullifying the intent of
this ordinance or the Town of Wales Comprehensive Plan. The Board shall not waive any requirements of
this ordinance for those roads proposed to be accepted by the town of
3.2 Appeals
Appeals from any decision of the Board may be taken to the
Board of Appeals by any aggrieved party within sixty (60) days of the decision
of the Board.
Article 4. General
4.1 Acceptance
Requirements
A. Any registered voter in the town of
B. An article to accept any road meeting the
design standards may be included in the warrant for a regular town meeting, to
be voted upon by the voters at said meeting.
C. A petition for inclusion in the warrant
shall include all necessary deeds providing clear title to the town of
D. The
petitioner agrees to guarantee for two years following acceptance that the road
was built in accordance with the construction standards of this ordinance and,
after receiving written notice from the Planning Board, agrees to reimburse the
Town for repairs resulting from any design or construction defects beyond the
normal wear and tear from ordinary use.
If any legal action is brought against the petitioner in the name of the
Town in order to collect the costs for repairing the road, and the Town
prevails, then the applicant shall be liable and responsible for the Town’s
legal fees and court costs and any other costs involved in bringing such suit
or action.
4.2 Submissions
An application
for a road shall include the information required on the application form, and
the road shall comply with the standards in Article 2, unless the information
or standards are waived by the Board.
4.3 Inspections During Construction
The Road Commissioner, his agent, or an
individual assigned by the Planning Board or the Board of Selectmen shall make
periodic inspections of streets and roads during construction to insure that
they are constructed in conformance with the standards of this ordinance. He/she shall report to the Planning Board on
construction progress when requested.
Article 5. Definitions
In general,
words and terms used in this ordinance shall have their customary dictionary
meanings. Certain words and terms used
herein shall be as defined in the Town of
Adopted: