[R.O. 1994 §410.160; Ord. No. 185 §1, 12-2-1996]
The arrangement of streets in new subdivisions shall make provisions
for the continuation of the principal existing streets in adjoining
areas (or their proper projection where adjoining land is not subdivided),
insofar as they may be deemed necessary by the Commission for public
requirements. Off-set streets should be avoided. The angle of intersection
between minor streets and major streets should not vary by more than
ten degrees (10°) from a right angle. Streets obviously in alignment
with existing streets shall bear the names of the existing streets.
All proposed street names shall be checked against duplication of
other street names. The widths and locations of major streets shall
conform to the widths and locations designated on the City Plan.
[R.O. 1994 §410.165; Ord. No. 235 §1, 4-5-2004]
A.
Improvement Of Existing Streets. For any development fronting on
an existing road or street, it shall be the responsibility of the
developer to bring the road or street up to City specifications.
B.
Designation Of Private Streets. For any subdivision having private
streets, the developer must construct a sign at all entrances of the
subdivision which shall state: "Private Streets Maintained by Property
Owners." When private streets are built, they are to be built to public
standards.
C.
Approval Of Subgrade. The City Engineer and/or Superintendent of
Public Works shall approve the subgrade before any base course or
surface is placed thereon. The subgrade shall be so constructed that
it will be uniform in density throughout. The entire width and length
will conform to line, grade and cross-section shown on the plans or
as established by the engineer. If any settling or washing occurs,
or where hauling results in ruts or other objectionable irregularities,
the contractor shall reshape and reroll the subgrade before the base
surfacing is placed.
D.
Utility Work Prior To Base Construction. No base course work may
proceed on any street until all utility excavations (storm and sanitary
sewer, water, gas, electric, etc.) have been properly backfilled with
granular material, crushed stone or gravel mechanically tamped in
ten-inch lifts or jetted with water and allowed to set for a length
of time satisfactory to the City Engineer or City Superintendent.
E.
Pavement Requirements Flexible Pavement.
1.
Asphalt. One-and-one-half-inch Type "C" asphalt surface compacted
over six-inch Type "X" asphalt concrete base compacted in two- to
three-inch lifts.
2.
Chip Seal. Full width fabric, followed by five (5) inches of
two-inch clean rock compacted followed by three (3) inches of one-inch
clean rock compacted followed by two (2) inches of one-inch minus
or adequate pug mill compacted to smooth surface. Then four-tenths
(4/10) to five-tenths (5/10) gallon base oil per square yard followed
by three-tenths (3/10) to four-tenths (4/10) gallon per square yard
of MC-30 hot asphalt or better, followed immediately with thirty-five
(35) pounds per square yard of three-eighths-inch clean trap rock
chips rolled with rubber tire roller, or as directed by Superintendent
of Public Works.
[R.O. 1994 §410.166; Ord. No. 235 §2, 4-5-2004]
[R.O. 1994 §410.168; Ord. No. 435 §3, 4-5-2004]
The developer shall prepare and submit to the City Engineer
or Superintendent of Public Works a street lighting plan from its
coordination with the City and the electric utility company. The plan
shall show all standards, locations, types and illumination levels.
The plan shall be in accordance with the City's plan of intent
and policies for street lighting. Construction of such facilities
will be coordinated by the developer with the City and utility company.
This applies to all streets.
[R.O. 1994 §410.170; Ord. No. 185 §1, 12-2-1996; Ord. No. 205 §§1 — 2, 2-7-2000; Ord. No. 236 §§1 —
6, 4-5-2004]
|
For Rights-Of-Way
(feet)
|
"A" Zoning District
|
"R" Zoning District
|
|---|---|---|
|
Right-of-way width
|
50
|
50
|
|
Alley width if provided
|
20
|
20
|
|
Easements — total
|
10
|
10
|
|
Maximum block length
|
1,500
|
1,000
|
|
Minimum block length
|
500
|
500
|
|
Maximum cul-de-sac length
|
1,500
|
1,000
|
|
Minimum cul-de-sac length
|
50
|
50
|
|
For Improvements
| ||
|
Pavement width (feet)
|
28
|
28
|
|
Maximum grade (percentage)
|
8%
|
8%
|
|
Minimum sight distance (feet)
|
150
|
150
|
|
Sidewalk width (feet)
|
0
|
4
|
|
Sidewalk distance from curb (feet)
|
—
|
6
|
|
For Lots
(feet)
| ||
|
Minimum building line
|
30
|
25
|
|
Minimum lot width at building line
|
80
|
75 ("R-1" only)
|
|
Minimum lot depth
|
125
|
100 ("R-1" only)
|
|
Maximum lot depth
|
__ times width
|
3 times width
|
|
Minimum average lot width for corner lots
|
85
|
85
|
|
Radius on corner lots
|
20
|
20
|
[R.O. 1994 §410.180; Ord. No. 185 §1, 12-2-1996]
The Commission shall confer with the subdivider regarding the
type and character of development that will be permitted in the subdivision
and may agree with the subdivider as to certain minimum restrictions
to be placed upon the property. Where the subdivision contains sewers,
sewage treatment plants, water supply systems, park areas, street
trees or other physical facilities necessary or desirable for the
welfare of the area and which are of common use or benefit and are
not or cannot be satisfactorily maintained by an existing public agency,
provisions shall be made by trust agreement, made a part of the deed
restrictions acceptable to any agency having jurisdiction over the
location and improvement of such facilities, for the proper and continuous
maintenance and supervision of such facilities.
[R.O. 1994 §410.190; Ord. No. 185 §1, 12-2-1996]
Whenever any stream or important surface drainage course is
located in an area which is being subdivided, the subdivider shall
provide an adequate easement along each side of the stream for the
purpose of widening, deepening, sloping, improving, or protecting
the stream or drainage course.
