[Amended 12-3-2012 by L.L. No. 5-2012]
The following planning and design standards shall be complied
with, and higher standards shall not be required by the Planning Board
except when it finds that, because of exceptional and unique conditions
of topography, location, shape, size, drainage or other physical features
of the site, or because of the special nature and character of surrounding
development, the minimum standards specified herein would not reasonably
protect or provide for public health, safety or welfare. Any higher
standard required shall be reasonable and shall be limited to additional
improvements necessary to protect the public health, safety or welfare.
[Amended 12-3-2012 by L.L. No. 5-2012]
A. The arrangement, character, extent, width, grade and location of
all Village streets shall be considered in relation to existing and
planned streets, to topographic conditions, to public convenience
and safety, and in their appropriate relation to the proposed uses
of land to be served by such streets.
B. The arrangement of streets in a subdivision shall either:
(1) Provide for the continuation or appropriate projection of existing
streets in surrounding areas; or
(2) Conform to a plan for the neighborhood approved by the Planning Board
to meet a particular situation where topographical or other conditions
make continuance or conformance to existing streets impracticable.
C. Where a subdivision abuts an arterial street, the Planning Board
may require marginal access streets, reversed frontage with screen
planting contained in a nonaccess reservation along the real property
line, or such other treatment as may be necessary for adequate protection
of residential properties and to afford separation of through and
local traffic.
D. Reserve strips controlling access to streets shall be prohibited
except where their control is placed with the Village under conditions
approved by the Planning Board.
E. Intersections of minor streets with arterial or collector streets
shall be held to a minimum to avoid hazard and delay.
F. No street names shall be used which will duplicate or be confused
with the names of existing streets in the Village of Cazenovia or
adjacent towns. Streets that are extensions of, or in alignment with,
existing named streets shall bear the names of the existing streets.
G. Sidewalks shall be required on at least one side of all new Village
streets.
H. No dead-end streets shall be permitted without a suitable turnaround.
Dead-end streets extending to tract boundary lines which are intended
to connect to future streets in adjoining tracts and dead-end streets
within a tract which are to be extended shall be provided with a temporary
turnaround. Appropriate arrangements shall be made for those portions
of temporary turnarounds outside of street rights-of-way to revert
to abutting property owners at such time as streets shall be extended.
I. There shall be an orderly growth pattern, particularly with respect
to the extension of streets, of curbs, gutters, and underground services
and locations.
[Amended 12-3-2012 by L.L. No. 5-2012]
Type of Street
|
---|
Requirement
|
Arterial
|
Collector
|
Minor
|
Marginal Access
|
Cul-de-sac
(Turnaround 75-foot Radius)
|
---|
Minimum right- of-way width
|
100 feet
|
66 feet
|
60 feet
|
60 feet
|
60 feet
|
Maximum grade
|
3%
|
5%
|
8%
|
8%
|
8% (Turnaround 5%)
|
Minimum grade1
|
0.5%
|
0.5%
|
0.5%
|
0.5%
|
0.5%
|
Minimum radius of curves
|
1,000 feet
|
500 feet
|
150 feet
|
400 feet
|
150 feet
|
Minimum tangent length between reverse curves
|
200 feet
|
150 feet
|
100 feet
|
100 feet
|
100 feet
|
Maximum grades within 150 feet of center line
intersections
|
1%
|
3%
|
3%
|
3%
|
3%
|
Minimum braking sight distance
|
300 feet
|
250 feet
|
200 feet
|
200 feet
|
200 feet
|
Minimum distance between center line offsets
at street jobs
|
400 feet
|
250 feet
|
200 feet
|
200 feet
|
200 feet
|
Minimum outside radius of cul-de-sac pavement
|
|
|
|
|
|
Angle of intersections of street center lines
|
90°
|
80° to 100°
|
80° to 100°
|
80° to 100°
|
80° to 100°
|
NOTES:
1Grades under 0.5%
acceptable when approved stormwater drainage facilities are provided.
|