Appendix A
Required Submission Documents
Site Plan
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Item Number
Description
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I. Project Information
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1.
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Name, address of owner and applicant.
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2.
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Name, signature, license number, seal and address
of engineer, land surveyor, architect, planner, and/or landscape architect,
as applicable, involved in preparation of the site plan.
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3.
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Title block denoting type of application, tax
map sheet, county, name of municipality, block and lot, and street
location.
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4.
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A key map at specified scale showing location
of parcel(s) with reference to surrounding properties, streets, municipal
boundaries, etc., within 500 feet; date of current survey.
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5.
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A schedule of required and provided zoning district(s)
requirements including lot area, width, depth, yard setbacks, building
coverage, parking, etc.
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6.
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North arrow and scale.
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7.
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Proof that taxes are current.
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8.
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Signature blocks for the Chairman.
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9.
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Appropriate certification blocks. Each site
plan sheet is to be signed and sealed by a professional engineer and/or
registered architect.
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10.
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Monumentation.
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11.
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Metes and bounds description showing dimensions,
bearings, curve data, length of tangents, radii, arcs, chords and
central angles for all center lines and rights-of-way.
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12.
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Acreage of the parcel to the nearest tenth of
an acre.
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13.
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Date of original site plan and all revisions.
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14.
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Size and location of any existing or proposed
structures with all setbacks dimensioned.
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15.
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Location and dimensions of any existing or proposed
streets.
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16.
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All proposed lot lines and area of lots in square
feet.
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17.
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Copy and/or delineation of any existing or proposed
deed restrictions or covenants.
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18.
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Any existing or proposed easement or land reserved
for or dedicated to public use.
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19.
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Development stages or staging plans.
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20.
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List of required regulatory approvals or permits.
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21.
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List of variances required or requested.
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22.
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Requested or obtained design waivers or exceptions.
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23.
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Payment of application fees.
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II. Setting - Environmental Information
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24.
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Property owners and lines of all parcels within
200 feet identified on most recent tax map sheet.
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25.
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All existing streets, water courses, floodplains,
wetlands or other environmentally sensitive areas on and within 200
feet of site.
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26.
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Existing rights-of-way and/or easements on and
within 200 feet of tract.
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27.
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Topographical features of subject property from
USC & GS map.
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28.
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Existing and proposed contour intervals based
on USC & GS data. Contours to extend at least 200 feet beyond
subject property as follows:
|
Up
to 3% grade = 1 foot
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3%
+ grade = 2 feet
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29.
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Boundary, limits, nature and extent of wooded
areas, specimen trees, and other significant physical features.
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30.
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Existing system of drainage of subject site.
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31.
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Drainage area map.
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32.
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Drainage calculations.
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III. Improvements and Construction Information
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33.
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Proposed utility infrastructure plans, including
sanitary sewer, water, stormwater management, telephone, electric,
etc.
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34.
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Soil erosion and sediment control plan.
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35.
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Spot and finished elevations at all property
corners, corners of all structures or dwellings, existing or proposed
first floor elevations.
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36.
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Construction details as required by ordinance.
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37.
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Road and paving cross sections and profiles.
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38.
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New block and lot numbers confirmed with City
Assessor.
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39.
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Lighting plan and details.
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40.
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Landscape plan and details.
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41.
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Solid waste management plan.
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42.
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Site identification signs, traffic control signs,
and directional signs.
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43.
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Sight distance.
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44.
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Vehicular and pedestrian circulation patterns.
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45.
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Parking plan showing spaces, size and type,
aisle width, curb cuts, drives, driveways, and all ingress and egress
areas and dimensions.
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46.
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Preliminary architectural plan and elevations.
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Appendix A.1
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Additional Required Submission Documents for Large-Scale Solar
Energy Systems
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(1)
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Property lines and physical features, including roads, for the
project site.
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(2)
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Proposed changes to the landscape of the site, grading, vegetation
clearing and planting, exterior lighting, and screening vegetation
or structures.
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(3)
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A one- or three-line electrical diagram detailing the solar
energy system layout, solar collector installation, associated components,
and electrical interconnection methods, with all National Electrical
Code compliant disconnects and over current devices.
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(4)
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A preliminary equipment specification sheet that documents all
proposed solar panels, significant components, mounting systems, and
inverters that are to be installed. A final equipment specification
sheet shall be submitted prior to the issuance of building permit.
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(5)
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Name, address, and contact information of proposed or potential
system installer and the owner and/or operator of the solar energy
system. Such information of the final system installer shall be submitted
prior to the issuance of building permit.
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(6)
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Name, address, phone number, and signature of the project applicant,
as well as all the property owners, demonstrating their consent to
the application and the use of the property for the solar energy system.
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(7)
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Zoning district designation for the parcel(s) of land comprising
the project site.
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(8)
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Property operation and maintenance plan. Such plan shall describe
continuing photovoltaic maintenance and property upkeep, such as mowing
and trimming.
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(9)
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Erosion and sediment control and storm water management plans
prepared to New York State Department of Environmental Conservation
standards, if applicable, and to such standards as may be established
by the Joint Zoning Board of Appeals Planning Commission.
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(10)
|
Prior to the issuance of the building permit or final approval
by the Joint Zoning Board of Appeals/Planning Commission, but not
required as part of the application, engineering documents must be
signed and sealed by a New York State (NYS) licensed professional
engineer or NYS registered architect.
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(11)
|
Fencing requirements. All mechanical equipment, including any
structure for storage batteries, shall be enclosed by a six-foot-high
fence, as required by National Electric Code (NEC), with a self-locking
gate to prevent unauthorized access.
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(12)
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Screening, visibility.
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(a)
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Solar energy systems smaller than 10 acres shall have views
minimized from adjacent properties to the extent reasonably practicable
using architectural features, earth berms, landscaping, or other screening
methods that will harmonize with the character of the property and
surrounding area.
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(b)
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Solar energy systems larger than 10 acres shall be required
to:
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[1]
|
Conduct a visual assessment of the visual impacts of the solar
energy system on public roadways and adjacent properties. At a minimum,
a line-of-sight profile analysis shall be provided. Depending upon
the scope and potential significance of the visual impacts, additional
impact analyses, including for example a digital viewshed report may
be required to be submitted by the applicant.
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(c)
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Submit a screening and landscaping plan to show adequate measures
to screen through landscaping, grading, or other means so that views
of solar panels and solar energy equipment shall be minimized as reasonably
practical from public roadways and adjacent properties to the extent
feasible.
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[1]
|
The screening and landscaping plan shall specify the locations,
elevations, height, plant species, and/or materials that will comprise
the structures, landscaping, and/or grading used to screen and/or
mitigate any adverse aesthetic effects of the system, following the
applicable rules and standards established by the City.
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(d)
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To the extent reasonably practicable, solar energy systems shall
have neutral paint colors, materials and textures to achieve visual
harmony with the surrounding area.
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(e)
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The height of the solar collector/panel and any mounts shall
not exceed 12 feet in height when oriented at maximum tilt measured
from the ground and including any base.
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(f)
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Ground-mounted solar energy systems shall be screened when possible
and practicable from adjoining lots and street rights-of-way through
the use of architectural features, earth berms, landscaping, fencing
or other screening which will harmonize with the character of the
property and the surrounding area. The proposed screening shall not
interfere with the normal operation of the solar collectors/panels.
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(13)
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Agricultural resources. For projects located on agricultural
lands:
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(a)
|
Any large-scale solar energy system located on the areas that
consist of prime farmland or farmland of statewide importance shall
not exceed 50% of the area of prime farmland or farmland of statewide
importance on the parcel.
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(b)
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Large-scale solar energy systems on prime farmland or farmland
of statewide importance shall be required to seed 20% of the total
surface area of all solar panels on the lot with native perennial
vegetation designed to attract pollinators.
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(c)
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To the maximum extent practicable, large-scale solar energy
systems located on prime farmland shall be constructed in accordance
with the construction requirements of the New York State Department
of Agriculture and Markets.
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(d)
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Large-scale solar energy system owners shall develop, implement,
and maintain native vegetation to the extent practicable pursuant
to a vegetation management plan by providing native perennial vegetation
and foraging habitat beneficial to game birds, songbirds, and pollinators.
To the extent practicable, when establishing perennial vegetation
and beneficial foraging habitat, the owners shall use native plant
species and seed mixes.
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(14)
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Decommissioning plan.
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Appendix B
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Improvement Standards:
Construction Specifications
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§ 1. Curbs.
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Please refer to City appropriate
sections of NYSDOT Standard Specifications and Standard Detail Drawings.
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§ 2. Sidewalks and bikeways.
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A.
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Sidewalks and graded areas.
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(1)
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Sidewalks shall be four inches thick except
at points of vehicular crossing where they shall be at least six inches
thick. At vehicular crossings, sidewalks shall be reinforced with
welded wire fabric mesh or an equivalent.
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(2)
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Concrete sidewalks shall be Class C concrete,
having a twenty-eight-day compressive strength of 4,500 psi. Other
paving materials, such as gravel, crushed stone, brick, etc., may
be permitted depending on the design of the development.
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(3)
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Graded areas shall be planted with grass or
treated with other suitable ground cover, and their width shall correspond
to that of sidewalks.
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B.
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Bikeways.
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(1)
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Bicycle paths. Dimensions and construction specifications
of bicycle paths shall be determined by the number and type of users
and the location and purpose of the bicycle path. A minimum eight-foot
paved width should be provided for two-way bicycle traffic and a five-foot
width for one-way traffic.
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(a)
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Choice of surface materials, including bituminous
mixes, concrete, gravel, soil cement, stabilized earth and wood planking,
shall depend on use and users of the path.
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(b)
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Gradients of bike paths should generally not
exceed a grade of 5%, except for short distances.
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(2)
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Bicycle lanes. Lanes shall be four feet wide,
or wide enough to allow safe passage of bicycles and motorists.
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(3)
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Drainage grates. Bicycle-safe drainage grates
shall be used in the construction of all residential streets.
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§ 3. Street grade, intersections,
pavement, and lighting.
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A.
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Street grade.
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(1)
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Minimum street grade permitted for all streets
shall be 0.5%; but streets constructed at this grade shall be closely
monitored and strict attention paid to construction techniques to
avoid ponding. Where topographical conditions permit, grades in excess
of 0.5% shall be used.
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(2)
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Maximum street grade shall vary by road hierarchy,
with flatter grades required for roads with higher ADT's, in accordance
with the requirements shown herein.
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B.
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Intersections.
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(1)
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Minimum intersection angle. Street intersections
shall be as nearly at right angles as possible and in no case shall
be less than 75º.
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(2)
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Minimum center-line offset of adjacent intersections.
New intersections along one side of an existing street shall, if possible,
coincide with any existing intersections on the opposite side of each
street. Use of "T" intersections in subdivisions shall be encouraged.
To avoid corner-cutting when inadequate offsets exist between adjacent
intersections, offsets shall measure at least 175 feet to 200 feet
between center lines.
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(3)
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Minimum curb radius. Intersections shall be
rounded at the curbline, with the street having the highest radius
requirement as shown herein determining the minimum standard for all
curblines.
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(4)
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Grade. Intersections shall be designed with
a flat grade wherever practicable. Maximum grade within intersections
shall be 5% except for collectors which shall be 3%.
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(5)
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Minimum center-line radius; minimum tangent
length between reverse curves; and curb radii. Requirements shall
be as shown herein.
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(6)
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Sight triangles. Sight triangle easements shall
be required and shall include the area on each street corner that
is bounded by the line which connects the sight or "connecting" points
located on each of the right-of-way lines of the intersecting street.
The planting of trees or other plantings or the location of structures
exceeding 30 inches in height that would obstruct the clear sight
across the area of the easements shall be prohibited, and a public
right-of-entry shall be reserved for the purpose of removing any object,
material or otherwise, that obstructs the clear sight.
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C.
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Pavement. Pavement design for residential, subcollectors
and collectors shall follow the specification shown herein.
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D.
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Lighting. Lighting shall be designed in accordance
with a plan designed by the utility company, or the standards recommended
in the IES Lighting Handbook shall be used as a guideline.
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§ 4. Water supply: system design and
placement.
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A.
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System design and placement shall comply with
all applicable state, American Water Works Association (AWWA), and
City of Oneida standards, with the strictest standards governing.
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B.
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Water and sewer mains generally shall be separated
a distance of at least 10 feet horizontally. If such lateral separation
is not possible, the pipes shall be in separate trenches with the
sewer at least 24 inches below the bottom of the water main or such
other separation as approved by the state or other regulatory body
shall be made. In general, the vertical separation at a crossing of
water and sewer line shall be at least 18 inches. Where this is not
possible, the sewer shall be constructed of cast-iron pipe using mechanical
or slip-on joints for a distance of at least 10 feet on either side
of the crossing, or other suitable protection shall be provided.
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C.
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Distribution mains shall be connected into loops
so that the supply may be brought to the consumer from more than one
direction. In balancing loops in a design, the Hardy Cross method
or an equivalent method shall be used.
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D.
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Valves shall be located on distribution mains
so that no more than one street or block would be out of service for
a single break. They shall be located in all small branches off larger
mains, and where eight-inch or larger lines intersect, a valve shall
be located in each branch.
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E.
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Arteries and secondary feeder mains shall be
valved so that not more than 1/4 of a mile would be affected by a
single break. Geared valves on sixteen-inch mains or larger shall
be furnished.
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F.
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Dead ends shall not be allowed without permission
of the City of Oneida and, in any case, shall not be permitted in
excess of 400 feet. If dead-end lines are permitted, they shall be
provided with a hydrant as a means of flushing.
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G.
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No pipe shall be placed on private property
unless the owner of the land is to own or operate the pipe, or an
easement deeded to the municipality is obtained. All easements shall
be unrestricted, and a minimum of 20 feet wide or wider if necessary
unless otherwise specified by utility companies.
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H.
|
House service connections. A service connection
consists of the pipe and appurtenances between the municipal street
main and any customer's property line. A house service connection
shall be comprised of a corporation stop at the main, a curb stop,
and an inside compression stop, in that order. Meters shall be located
as specified by the public or private water supplier.
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(1)
|
Separate water service for each unit shall be
utilized for detached housing where maintenance is the responsibility
of the individual homeowner.
| |||||
(2)
|
Common water service connections, a cost-efficient
design, may be allowed for multifamily housing where there is an entity
(such as a homeowners' association) responsible for the maintenance
of the common water laterals. Where common laterals are utilized,
individual water shutoffs shall be provided for each unit.
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I.
|
Pipe size. Water mains shall be a minimum diameter
of eight inches unless another size is required for fire flow and
other criteria as determined by the Hardy Cross method or other appropriate
procedures. House service connection pipe shall be a minimum diameter
of 3/4 inch.
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J.
|
Pipe materials. Pipe materials used in the construction
of water mains shall be cement-lined ductile iron, prestressed concrete
cylinder pipe, or PVC pipe. All pipe and appurtenances shall comply
with the latest applicable American Water Works Association (AWWA)
standards.
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(1)
|
Ductile iron pipe, appurtenances, and fittings
shall comply with AWWA C1100 (fittings), C111 (gasket joints), C115
(flanged joints), and C151 (pipe). Thickness shall be designed in
accordance with AWWA C150 and be a minimum of Class 52. They shall
be cement mortar-lined in accordance with AWWA C104. Joints shall
conform to AWWA C111 and be equal to TYTON. In aggressive soils, ductile
iron pipe wrapped in polyethylene according to AWWA C105-72 shall
be used if it is a suitable system to prevent corrosion. The developer's
engineer shall certify the ability of whatever pipe materials are
chosen to resist all degradation caused by soil conditions. The exterior
of the ductile iron pipe shall be covered with a coal-tar, epoxy-type
coating where such protection is necessary (i.e. in acidic soil conditions).
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(2)
|
Suitable adapters to flanged fittings shall
be furnished where required.
| |||||
(3)
|
Valves. Gate valves shall be full size, and
those on sixteen-inch mains or larger shall be geared and have suitable
bypasses. Valve boxes shall be of the adjustable type, with the cover
marked "water" and direction of valve operation indicated.
| |||||
(4)
|
House service connection pipe shall be Type
K copper.
| |||||
K.
|
Fire hydrants. Size, type, and installation
of hydrants shall be in accordance with local practice, or shall conform
to the American Water Works Association standard for dry barrel fire
hydrants (AWWA C502). Hydrants shall have at least three outlets:
one outlet shall be a pumper outlet and the other outlets shall be
at least two-and-one-half-inch nominal size. Street main connections
should be not less than six inches in diameter. Rose threads on outlets
shall conform to national standard dimensions. A valve shall be provided
on connections between hydrants and street mains. All pipe, fittings,
and appurtenances supplying fire hydrants shall be AWWA or ASTM approved.
All fire hydrants shall conform to the City color.
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§ 5. Sanitary sewers: system design
and placement.
| ||||||
Sanitary sewerage facilities shall
be designed, approved and constructed IAW with following references
as may be appropriate for public sanitary sewers or individual household
disposal systems:
| ||||||
A.
|
Chapter 139, Sewers of the Code of the City of Oneida.
| |||||
B.
|
"Recommended Standards for Wastewater Facilities"
as published by the Great Lakes-Upper Mississippi River Board of State
Public Health and Environmental Managers (common title: "Ten State
Standards"), 1990.
| |||||
C.
|
"Design Standards for Treatment Works," New
York State Department of Environmental Conservation, 1988.
| |||||
D.
|
"Wastewater Treatment Standards - Individual
Household Systems," Appendix 75-A of Part 75 of the Administrative
Rules and Regulations contained in Chapter 11 of Title 10 (Health)
of the Official Compilation of Codes, Rules and Regulations of the
State of New York.
| |||||
§ 6. Stormwater management: system
demand, strategy, and design.
| ||||||
A.
|
Project description.
| |||||
(1)
|
Describe what is being proposed (i.e., residential
lot subdivision, planned unit development, commercial/retail development,
or industrial development
| |||||
(2)
|
Describe project size (i.e., number of acres,
proposed number of dwelling units or other buildings).
| |||||
(3)
|
Describe other improvements which will be made
on project site, including streets and roads, utilities (water, sewer,
etc.), and give particular attention to acreage of land that will
become paved and covered with buildings. Lawn acreage also should
be specified.
| |||||
(4)
|
Provide a location map [1]
| |||||
(5)
|
Provide a base map containing boundary lines
of the project site, subcatchments, and contributory watersheds at
a scale agreed upon by the City Engineer and developer.[2]
| |||||
(6)
|
Provide an analysis of site limitations and
development constraints by including such factors as slope, soil erodibility,
depth to bedrock, depth to seasonal high water, soil percolation,
etc., to facilitate evaluation of site suitability for proposed stormwater
and erosion control facilities in relation to the overall development
proposal.
| |||||
(7)
|
Provide a general description of the approaches
which will be taken to control erosion and sedimentation and stormwater
runoff.
| |||||
(8)
|
Provide a statement indicating when the project
is to begin and the expected date that all infrastructure will be
completed.
| |||||
(9)
|
Provide a map and description of all critical
environmental areas, conservation areas, wildlife habitats, easements,
etc., to be protected.
| |||||
(10)
|
Provide an analysis of potential impacts from
the proposed development to natural resource features on site and
off site, such as streams, lakes, wetlands, and water supplies. A
determination as to whether the proposed development will affect any
designated primary or principal aquifer should also be included.
| |||||
B.
|
Existing (pre-development) conditions.
| |||||
(1)
|
Provide a map showing topography (contours)
under existing conditions. On this same map, show drainage patterns,
including ditches, culverts, permanent streams, intermittent streams,
wetlands, or other water bodies, and existing roads. Indicate sizes
of existing culverts. Delineate watershed and subwatershed boundaries
on the map. Clearly identify the path used in each subcatchment used
in the time of concentration (Tc) determination.
| |||||
(2)
|
Provide a map showing existing land use, open
space, public facilities, utility lines, water supply wells on site,
and predominant vegetation cover types (forested, brushland, grassland,
cropland, pasture, etc.).
| |||||
(3)
|
Provide soils survey information and, by subcatchment,
provide tabular information detailing the area in acres that are in
each of the Soil Conservation Service (SCS) Hydrologic Soil Groups
A, B, C or D. (Refer to the Madison County Soil Survey.) Soils information
should be obtained by conducting a site-specific soil survey.
| |||||
(4)
|
Where applicable, provide a map showing designated
one-hundred-year floodplain boundaries, any available one-hundred-year
flood elevations and floodways. Show culverts downstream of project
and culvert size which are within 500 feet of the boundary of the
proposed development. Show existing easements for storm drains, sewers,
and other utilities. Show the extent of the drainage area served by
a man-made stormwater drainage network if that network system is collecting
runoff from outside of the natural drainage basin and is discharging
into or passing through the proposed development.
| |||||
(5)
|
IAW with methodology contained in SCS TR-55,
prepare a pre-construction hydrologic analysis. This should include:
| |||||
(a)
|
Precipitation data for two-year, ten-year, and
one-hundred-year storms for a twenty-four-hour duration. This shall
include peak discharge in cubic feet per second, the time of the peak
discharge and the total volume for each of the design storms.
| |||||
(b)
|
Provide stream channel survey data by subcatchment
showing channel conditions, including roughness and vegetation.
| |||||
C.
|
Proposed future (development) conditions.
| |||||
(1)
|
Provide a map showing by subcatchment the completed
project, including lot layout, approximate location of buildings,
streets, and other paved surfaces, final contours, utility lines,
water supply wells, individual sewage disposal systems, and location
and types of easements.
| |||||
(2)
|
IAW SCS TR-55 methodology, provide tabular information,
by subcatchment, showing the acres of impervious area created in the
proposed development as well as the extent of lawn and areas where
the land has been made more impervious than pre-development conditions.
| |||||
(3)
|
By subcatchment, show on a map changes to land
surface, including areas of cuts and fills, changes in vegetative
cover types, and final contours. Indicate by subcatchment, land clearing
and earthmoving start-up and completion dates.
| |||||
(4)
|
Indicate construction schedule including estimated
completion date(s) and proposed winter shutdowns.
| |||||
(5)
|
IAW SCS TR-55 methodology, prepare a post-construction
stormwater analysis by subcatchment.
| |||||
(a)
|
Precipitation data for two-year, ten-year, and
one-hundred-year storms for a twenty-four-hour duration. This shall
include peak discharge in cubic feet per second, the time of the peak
discharge and the total volume for each of the design storms.
| |||||
(b)
|
Provide stream channel survey data by subcatchment
showing channel conditions including roughness and vegetation.
| |||||
D.
|
Comparison of pre-development with post-development
runoff.
| |||||
(1)
|
Methodologies. IAW with SCS TR-55 methodology
compare and evaluate pre-construction with post-development runoff
conditions in terms of volumes, peak rates of runoff, routing, and
hydrographs.
| |||||
(a)
|
Peak discharge rates and total runoff volumes
from the project area for existing site conditions and post-development
conditions for the two-year, ten-year, and one-hundred-year; twenty-four-hour
storm events shall be calculated. The derivation of relevant variables
used in this determination, such as curve number and time of concentration
(Tc) shall be included.
| |||||
(b)
|
Downstream analysis of the two-year, ten-year
and one-hundred-year; twenty-four-hour events, including peak discharge
rates, total runoff volumes and evaluation of impacts to receiving
waters and/or wetlands shall be evaluated.
| |||||
(c)
|
Storage volume and surface area requirements
necessary to provide flood control for runoff generated during two-year,
ten-year and one-hundred-year, twenty-four-hour storm events shall
be calculated.
| |||||
(d)
|
Discharge provisions for the proposed control
measures, including peak discharge rates, outlet design, discharge
capacity for each stage, outlet channel design, and a description
of the point of discharge should be provided. Post-construction peak
discharge rates shall not exceed pre-construction discharge rates.
| |||||
(e)
|
Sufficient detail should be provided to show
that the stormwater facility(ies) is capable of withstanding the discharge
from the one-hundred-year storm event.
| |||||
(f)
|
The developer shall be responsible for acquiring
a dam permit from the New York State Department of Environmental Conservation
if applicable. The stormwater management report shall clearly state
whether or not a dam permit will be required.
| |||||
(2)
|
Calculations.
| |||||
(a)
|
State any assumptions used in making the calculations.
| |||||
(b)
|
Provide assumptions and coefficient values used
in the hydrologic calculations for making above comparisons. Evaluate
the post-development effect of stormwater runoff on identified floodplains
or designated flood hazard areas in the community.
| |||||
(c)
|
Computer-generated peak discharges, volumes,
and hydrographs may be used if the model has been prior approved for
such use by the City Engineer.
| |||||
E.
|
Stormwater management.
| |||||
(1)
|
Stormwater management facilities.
| |||||
(a)
|
Describe in a narrative and show on a map, by
subcatchment, proposed stormwater management facilities. A soil profile
to at least one foot below the stormwater management facility should
be provided.
| |||||
(b)
|
Provide designs of proposed structural stormwater
management facilities. Identify the materials to be used in constructing
these facilities.
| |||||
(c)
|
Calculations for sizing stormwater facilities
shall be provided.
| |||||
(d)
|
Provide designs and calculations for siting
and sizing such specialized measures and devices as filter strips,
water quality inlets (oil/grit separator) forebays, first flush attenuation,
etc., which will be used to remove sediment, oil-based products, and
other contaminants found in urban runoff.
| |||||
(e)
|
Provide information on the design provisions
that address safety considerations (e.g., gentle slopes and benches
in ponds) and accommodate maintenance needs (including access to conduct
maintenance operations).
| |||||
(2)
|
Stormwater conveyance system.
| |||||
(a)
|
Describe in a narrative and map by subcatchment
the stormwater conveyance (drainage) system. Indicate which segments
of the drainage system are open channels and which segments are piped
(culverts). Provide rationale and justification for installing piped
segments.
| |||||
(b)
|
Provide plan view and cross-sectional designs
of stormwater conveyance systems. Hydrologic calculations for siting
and sizing the stormwater conveyance system shall be provided. Identify
materials to be used.
| |||||
(c)
|
Provide plans, designs and identify materials
to be used for preventing erosion in channel sections of stormwater
conveyance systems. Show how erosion at culvert inlets and outfalls
will be prevented.
| |||||
(3)
|
Recreational and/or landscape features (optional
at discretion of the Joint Zoning Board of Appeals/Planning Commission).
| |||||
(a)
|
Describe and illustrate any recreational or
landscape features which are to be factored into the stormwater management
system to enhance the aesthetics of the facility(s) and provide multiple
use options.
| |||||
(b)
|
On the map show the location of recreational
facilities.
| |||||
(c)
|
Provide landscaping sketches and designs for
the stormwater management facilities.
| |||||
F.
|
Erosion and sediment control.
| |||||
(1)
|
Temporary erosion and sediment control facilities
(to be used during land clearing, land grading and the construction
phases).
| |||||
(a)
|
Describe temporary structural facilities and
vegetative measures which will be used to control erosion and sedimentation.
| |||||
(b)
|
Provide a map showing, by subcatchment, the
location of temporary vegetative and structural erosion and sediment
control facilities.
| |||||
(c)
|
Provide dimensional details of proposed erosion
and sediment control facilities and identify the materials that will
be used in developing these facilities. Calculations used in siting
and sizing sediment basins should be provided. (See New York Guidelines
for Urban Erosion and Sediment Control.) [3]
| |||||
(d)
|
Identify temporary erosion and sediment control
facilities which will be converted to permanent stormwater management
facilities.
| |||||
(e)
|
Provide an implementation schedule for the staging
of temporary erosion and sediment control facilities.
| |||||
(f)
|
Provide a maintenance schedule for soil erosion
and sediment control facilities.
| |||||
(2)
|
Permanent erosion and sediment control facilities.
| |||||
(a)
|
Describe permanent structural and vegetative
practices which will be used to provide long-term control of erosion
and sedimentation when construction activities are completed and the
project site is restored.
| |||||
(b)
|
Provide a map showing, by catchment, the location
of permanent erosion control facilities, including both structural
and vegetative.
| |||||
(c)
|
By subcatchment, provide an implementation schedule
for restoring the project site with permanent erosion and sediment
control facilities.
|