[Amended 10-5-2005 by L.L. No. 11-2005]
A. These Construction Standards and Specifications for
New Subdivisions have been adopted by the Town Board of the Town of
Bedford to provide adequate and uniform requirements for all subdivisions
hereafter developed under the jurisdiction of the Planning Board of
the Town of Bedford and are supplementary to the Land Subdivision
Regulations, Town of Bedford, New York, as adopted by the Planning
Board and approved by the Town Board.
B. Westchester County Greenway Compact Plan. By Local
Law No. 11 of the year 2005, the Town of Bedford has adopted the Compact
Plan, as amended from time to time, as a statement of policies, principles,
and guides to supplement other established land use policies in the
Town. In its discretionary actions under this Subdivision Code, the
reviewing agency should take into consideration said statement of
policies, principles and guides, as appropriate.
[Amended 5-7-1985; 6-7-1994]
The subdivider shall observe the following construction
standards and specifications in new subdivisions. The construction
standards are the thus-entitled drawings, Sheet Nos. 1 through 3,
included at the end of the specifications (the text of this document). The subdivider may apply to the Planning Board, however,
for a waiver or modification of any of these standards or specifications
by presenting a written request, including the reason for requesting
each change. Such requests should be filed prior to the date of the
public hearing on the proposed subdivision plat.
Whenever a subdivider, during the course of
development and before acceptance of any construction under the Land
Subdivision Regulations of the Town of Bedford, encounters conditions
such as flood areas, underground water, springs, intermittent streams,
humus beds, unsuitable slopes, soft and silty areas or other unusual
circumstances not foreseen in the original planning, such conditions
shall be reported to the Planning Board, together with the subdivider's
recommendations, if he so wishes, as to the special treatment to secure
adequate and permanent construction. The Planning Board shall, without
unnecessary delay, investigate the condition or conditions and either
approve the subdivider's recommendations to correct the same, order
a modification thereof or issue its own specifications for the correction
of the condition or conditions. Unusual circumstances or detrimental
conditions observed by the Planning Board or its agents shall be similarly
treated.
The subdivider may be required by the Planning
Board to carry away, by pipe or open ditch, any spring or surface
water that may exist either previously to, or as a result of, the
subdivision. Such drainage facilities shall be in the road rights-of-way,
where feasible, or in perpetual, unobstructed easements of appropriate
width and shall be constructed in accordance with the following design
criteria and as shown on the construction standards:
A. Design criteria.
(1) Storm intensity. A culvert or drainage facility in
each case shall be large enough to accommodate potential runoff from
its entire upstream drainage area, whether inside or outside the subdivision.
Local drainage from watersheds of one hundred (100) acres or less
may be designed, except in unusual cases, for a storm with an intensity
likely to occur once in ten (10) years. For larger watersheds where
flowing streams are involved, drainage structures shall be designed
for a storm with an intensity likely to occur once in a period of
twenty-five (25) to fifty (50) years, or as may be determined by the
Planning Board. The necessary size of each drainage facility shall
be based on the above criteria, assuming conditions of maximum potential
watershed development are permitted by the Zoning Ordinance.
(2) Downstream drainage. The Planning Board shall consider
the effect of each subdivision on existing downstream drainage facilities
outside the area of the subdivision. Where it is anticipated that
the additional runoff incident to the development of the subdivision
will overload an existing downstream drainage facility, the Planning
Board shall notify the Town Board, or other appropriate owners of
downstream property, of such potential condition. In such case, the
Planning Board may withhold approval of the subdivision until provision
has been made for the correction of said potential condition.
B. Drainage and utility easements.
(1) Where topography or other conditions are such as to
make impractical the inclusion of utilities or drainage facilities
within road rights-of-way, perpetual unobstructed easements at least
fifteen (15) feet in width for such utilities or drainage facilities
shall be provided across property outside the road lines and with
satisfactory access to the road. Easements shall be indicated on the
plat. Drainage easements shall be carried from the road to a natural
watercourse or to other drainage facilities. Such easements shall
convey to the holder of fee title of the highway the perpetual right
to discharge stormwater runoff from the highway and from the surrounding
area onto and over the affected premises by means of pipes, culverts
or ditches, or a combination thereof, together with the right to enter
said premises for purposes of making such installations and doing
such maintenance work as the holder of such fee title may deem necessary
to adequately drain the highway and the surrounding area.
(2) When a proposed drainage system will carry water across
private land outside the subdivision, appropriate drainage rights
must be secured and indicated on the plat.
(3) Under certain conditions, where it is not possible
to discharge stormwater runoff from a catch basin into an existing
watercourse, the Planning Board may permit a catch basin to discharge
onto and across a lot in the subdivision without being restricted
to a specific channel. In such cases, a drainage discharge point shall
be indicated on the plat, rather than a drainage easement.
(4) In special cases, in industrial or business zones,
where an easement to discharge drainage water from a road cannot be
conveniently relocated, such easement may be run under a proposed
building site, provided that the area of the pipe or culvert to carry
the drainage water is doubled in size for its entire length, and further
provided that the total length of such pipe or culvert does not exceed
one hundred fifty (150) feet.
(5) In such cases or where permission is given an owner
to build over an existing drainage easement, the owner shall first
enter into an agreement to maintain the drainage line and to hold
the town harmless in the event of damage claims.
(6) Where a drainage easement discharges onto or terminates
at the property of a third party, the consent of such third party
must be obtained by the applicant.
Streets in new subdivisions shall be built in
full conformance with the following specifications and as shown on
the construction standards. Street classification may be indicated
on the Town Development Plan or on the Official Map. Otherwise, it
shall be determined by the Planning Board.
Zoning District
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Residential
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Nonresi- dential
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Improvement
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R-4A, R-2A, R-1A, R-1/2A
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R-1/4A, TF
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VA
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PB-O, R-O, NB, CB, LI
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Minimum right-of-way width
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Local street
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50 ft.
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50 ft.
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60 ft.
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65 ft.*
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Collector street
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60 ft.
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60 ft.
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60 ft.
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85 ft.*
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Minimum traveled-way width
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Local street
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24 ft.
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32 ft.
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32 ft.
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40 ft.*
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Collector street
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24 ft.
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32 ft.
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32 ft.
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64 ft.*
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Street-pavement, gutters, drainage structures,
etc.
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See Construction Standards and Articles II and III
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Maximum grade
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Local street
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12%
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12%
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10%
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6%
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Collector street
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10%
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10%
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8%
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5%
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Turnaround
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5%
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5%
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4%
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3%
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Minimum grade
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1%
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1%
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1%
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1%
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Minimum radius of curve at center line
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Local street
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200 ft.
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200 ft.
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300 ft.
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400 ft.
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Collector street
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400 ft.
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400 ft.
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400 ft.
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500 ft.
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Minimum length of vertical curve
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Local street, at crest
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200 ft., but not less than 30 ft. for each 1%
algebraic difference in grade
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200 ft., but not less than 30 ft. for each 1%
algebraic difference in grade
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Local street, at sag
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100 ft., but not less than 20 ft. for each %
algebraic difference in grade
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Collector street, at crest
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200 ft., but not less than 50 ft. for each 1%
algebraic difference in grade
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200 ft., but not less than 50 ft. for each 1%
algebraic difference in grade
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Collector street, at sag
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100 ft., but not less than 20 ft. for each 1%
algebraic difference in grade
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Minimum length of tangents between reverse curves
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Local street
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100 ft.
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100 ft.
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200 ft.
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200 ft.
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Collector street
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200 ft.
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200 ft.
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200 ft.
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300 ft.
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Minimum sight distance
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Local street
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200 ft.
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200 ft.
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200 ft.
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250 ft.
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Collector street
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300 ft.
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300 ft.
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300 ft.
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300 ft.
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At intersections
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Across corner -- 75 feet back from intersection
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Minimum turnaround diameter
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Right-of-way
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110 ft.
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130 ft.
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130 ft.
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130 ft.
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Pavement
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90 ft.
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110 ft.
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110 ft.
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110 ft.
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Maximum length of cul-de-sac
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Permanent
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Serving no more than 15 houses
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500 ft.
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Temporary
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Serving no more than 30 houses
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1,000 ft.
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Sidewalks
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Local streets
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None
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1 side**, 4 ft. wide
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Both sides, 4 ft. wide
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Both sides, 10 ft. wide*
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Collector streets
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Graded base, 1 side**, 4 ft. paving, if required
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Paving
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See Construction Standards and § 107-11
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Minimum radius at intersections
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Right-of-way
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25 ft.
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25 ft.
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25 ft.
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30 ft.
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Pavement
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25 ft.
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25 ft.
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20 ft.
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20 ft.
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NOTES:
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* In industrial districts, right-of-way and
pavement widths and sidewalk standards may be reduced by the Planning
Board when said Board shall find that potential traffic and parking
requirements can be satisfied by lesser standards.
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** At turnarounds, the sidewalk shall be carried
around the turnaround, with a return to the edge of the traveled way
at the end of the paved sidewalk.
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From time to time, in the course of approval
of subdivision improvement construction under these construction standards
and specifications, the Planning Board may find that extraordinary
hardships may result from strict compliance with these construction
standards because of the special circumstances of a particular subdivision.
In such cases, the Planning Board may adjust the construction standards
and specifications as they apply to that subdivision only, so that
substantial justice may be done and the public interest secured. No
adjustment shall be made, however, which would have the effect of
nullifying the intent and purpose of these construction standards,
of the Land Subdivision Regulations, of the Town Development Plan
or of the Official Map of the town. In granting any adjustment, the
Planning Board shall attach such conditions as are necessary, in its
judgment, to secure substantially the objectives of the standards
or requirements so adjusted.