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(a) Traffic Control Signs. All street signs, street name signs and traffic control lights and signs shall be installed by the subdivider before acceptance of a road. All Traffic Control Signs shall conform to the specifications, requirements and locations as set forth in the Ohio Manual for Uniform Traffic Control Devices and as approved by the Village Engineer and Chief of Police.
(b) Street Name Signs: Such shall be furnished and installed by the Subdivider. The design of the signs shall be in accordance with published standards as prescribed by the Village Engineer and as approved by the Planning Commission and Chief of Police. Signs shall be placed as determined by the Village Engineer and the Chief of Police.
(c) Street Lighting: The subdivider shall install street lighting along all new and existing roads that are contiguous to the subdivision lots.
(1) All street lighting electric supply shall be contained in underground cables. Cable system shall be able to be metered if necessary.
(2) Street lighting shall be approved by the Planning Commission, and shall be in harmonious agreement with the architecture of the neighborhood and with street lighting in other North Perry subdivisions. Street lighting shall avoid any glare or direct light into existing homes. The Planning Commission shall also consider availability of replacement components and ease of maintenance.
(3) Street lighting shall be supported and paid by an association of property owners that benefit from such lighting.
(4) Street lighting facilities shall be permanently mounted on a foundation, and shall be spaced a maximum distance apart of one every 200 feet. All intersections shall have street lighting that illuminates the intersection and crosswalks from each corner.
(d) Traffic Control Lights: Electric traffic control lights and permanent warning blinker lights shall conform to the specifications, requirements and locations as set forth by the Village Chief of Police and the Ohio Manual of Uniform Traffic Control Devices.
(e) Roadway Painting, Marking and Stencils: Before acceptance of road dedication, all signage, traffic control lights, street lights, and roadway safety markings must be in place. All roadway painting and marking shall be approved on a plan in advance by the Village Engineer, Chief of Police, and the Planning Commission.
(1) Stop Sign: Traffic stop bars shall be placed on the pavement at each stop sign location.
(2) Crosswalks: Pedestrian crossing areas and bicycle crossing areas shall be marked on the pavement or permanently installed with colored and textured pavement and lighter color material for outlines.
(3) Edge Lines and Center Markings: All road edges shall be marked unless the Village Engineer and Police Chief waive the requirement due to curbing or other factors. All bicycle pathways attached to the roadway shall be appropriately marked with edge lines and stencils a maximum distance apart of one every 300 feet prohibiting vehicle access and indicating bicycle only use as approved by the Chief of Police.
(4) Traffic Safety Stenciling: Where traffic safety shall require road stenciling for such locations as roadway dividing (arrows), school crossing, bicycle path crossing or any other appropriate safety notice requirement, the sub- divider shall install such pavement stenciling as required by the Village Engineer and Chief of Police.
(Ord. 19-10. Passed 11-7-19.)
(a) Sidewalks shall be constructed of Portland cement concrete in conformance with ODOT specifications Section 499, Class C, or other material determined by the Village Engineer to meet the same performance and maintenance standards.
(b) The minimum thickness of sidewalks shall be four (4) inches. At driveways and other points of vehicular crossing the thickness shall be six (6) inches.
(Ord. 19-10. Passed 11-7-19.)
(a) Driveway Aprons: Driveway aprons six (6) inches thick shall be provided from the sidewalk to the curb at all driveway locations. Driveways shall conform to construction standards established by the Village Engineer and have a maximum grade of ten percent (10%). Driveway aprons shall be Portland cement concrete and shall be reinforced with steel mesh for all commercial and/or industrial drives or equivalent design as approved by the Village Engineer. An equivalent thickness of asphalt based on CBR method for the anticipated traffic may be used in lieu of concrete for nonresidential applications with the approval of the Village Engineer.
(b) Curb Cuts: All driveway aprons shall have the curb cut to one (1) inch reveal in height in conformance with North Perry Village specifications and standards.
(Ord. 19-10. Passed 11-7-19.)
(a) Adequate Water Service: Adequate public water service shall be provided for all lots in conformance with the rules, regulations and approval of the Ohio Environmental Protection Agency and the Lake County Utilities Department.
(b) Service Connections: Service connections shall be provided for each lot and shall be installed at the time the water main is installed.
(c) Hydrant Spacing: In general, the spacing of fire hydrants shall be a maximum of 300 feet in residential areas and a maximum of 250 feet in commercial and/or industrial areas; however, the actual locations shall be as determined and approved by the Lake County Utilities Department and the Joint Perry Fire District to ensure public safety.
(d) Written Approval: Written approval shall be submitted by the subdivider as evidence that the construction plans of the water supply system have been reviewed and approved by the Lake County Utilities Department and the Lake County Sanitary Engineer prior to approval of the final plat. (Ord. 19-10. Passed 11-7-19.)
(a) Sanitary Sewer Service. Each lot shall be served by an adequate sanitary sewage collection and disposal system in accordance with the applicable rules, regulations and approval of the Ohio Environmental Protection Agency, the Lake County Utilities Department and the Lake County General Health District.
(b) Written Evidence: Written evidence that the sewer construction plans have been reviewed and approved by the Lake County Sanitary Engineer and the Village Engineer shall be submitted by the subdivider to the Planning Commission prior for approval of the final plat.
(Ord. 19-10. Passed 11-7-19.)
An adequate storm drainage system shall be provided for each subdivision and documented in the Stormwater Management Plan. The design of said system shall be based on a minimum five-year frequency.
(a) Rainfall intensity, runoff coefficients and concentration times used in computing flows and structure sizes shall be in accordance with the tables, charts and the data established in the Stormwater Management Plan for such calculations. All areas which contribute storm water to the proposed storm drainage system must be considered on the determination of the sizes of pipes, structures and channels.
(b) Drainage plans shall be accompanied by two (2) copies of the design computations and a topographic map showing existing and proposed contours and indicating design increments. Hydraulic gradient checks for less frequent storms may also be required by the Village Engineer where deemed appropriate.
(c) Culvert sizes shall be determined by using the Rational design method and shall be based on a minimum ten-year frequency rainfall, or other more stringent methodology as required by the Village Engineer and the Stormwater Management Plan.
(d) Bridges shall be based on a fifty-year frequency storm using the design method contained in Ohio Department of Natural Resources Bulletin #45.
(e) Detention ponds or basins shall be provided where necessary to control the volume and velocity of storm water leaving the site. Detention ponds and basins shall be designed to meet and exceed the Stormwater Management Plan. Such facilities shall be approved by the Village Engineer and the Lake County Soil and Water Conservation District.
(f) Storm sewer and drainage system connections shall be provided to every lot at least to the building setback line, and easements shall be provided by the subdivider for maintenance. The subdivider shall provide for the continued maintenance or for a property owner association or for an agreement for such continued maintenance that meets the approval of the Village Solicitor and the Planning Commission. All downspouts shall be connected. Such connections shall be to underground piping. No above ground drainage pipe shall be permitted.
(g) Footer drains shall be connected to storm sewers or drainage system as required by the Lake County Building Department standards. The building contractor or excavator shall test and determine the water level at the excavation site and notify the Village Engineer of this level before the foundation is placed.
(h) Storm sewers shall be constructed of materials approved for use by the Village Engineer based on performance standards as established by the Ohio Department of Transportation (ODOT).
(i) Manholes shall be provided at all changes in alignment, end points, and grade changes of storm sewers and at such other locations as necessary to provide sufficient maintenance access and maintain a maximum interval between manholes on storm sewers of three hundred-fifty feet (350) for pipes sizes twelve (12) inches to twenty-four (24) inches and five hundred (500) feet for pipe sizes greater than twenty-four (24) inches or shorter distance intervals as required by the Village Engineer.
(j) Storm inlet or catch basin grates shall be of a type design to permit safe crossing by bicycles and other pedestrian traffic as approved by the Ohio Department of Transportation (ODOT).
(Ord. 19-10. Passed 11-7-19.)
(a) Erosion Control Plan:
(1) Measures shall be taken to minimize erosion and its impacts during subdivision construction activity.
(2) All construction and improvement activity areas including but not limited to berms, ditches, streams, retention areas, and slopes shall be protected against soil erosion by seeding within 15 days of the completion of such activity. In the interim, mechanical methods such as mulch, silt fencing, and temporary seeding shall cover and contain all exposed areas throughout the site during construction and prior to seeding.
(3) Detailed Erosion Control Plans set forth the techniques to be used both temporarily (during construction) and permanently and a schedule for implementing or installing same shall be submitted to Lake County Soil and Water Conservation District for review and recommendation. Evidence that the plans for same meet or exceed Lake County Soil and Water Conservation Department regulations, Lake County Engineering requirements, and North Perry Village Regulations, shall be submitted to the Planning Commission for approval of the final plat.
(4) All erosion control devices shall be in place and maintained at the start of construction and other measures shall be implemented.
(5) Erosion control plans shall be based upon controlling erosion on-site with the object of eliminating or minimizing erosion or sedimentation impacts off-site. Techniques, devices or measures used shall meet or exceed Village Regulations and shall be as approved by the Village Engineer based on current policies and standards.
(6) No construction shall proceed in streams, waterways, retention ponds, conservation areas or areas deemed to be retained as natural by the Planning Commission without an inspector reporting to the Village Engineer present.
(7) A bond to an amount satisfactory to cover all construction restoration and potential remediation shall be required. The amount of such bond shall meet or exceed the Village Engineer estimate of such construction and be to the satisfaction of the Village Solicitor.
(b) Erosion Control Schedule: A schedule for implementing, installing and inspecting of all erosion control measures shall be updated by the Village Engineer as work progresses.
(c) Penalties:
(1) The Zoning Inspector in consultation with the Village Engineer shall issue a stop work order for failure to maintain adequate erosion control measures or failure to maintain an erosion control schedule. Such penalty shall remain in effect until corrective measures are installed and functioning to the satisfaction of the Lake Soil and Water Conservation District and the Village Engineer.
(2) Additional financial penalties or remediation requirements may be imposed at the recommendation or direction of the Lake Soil and Water Conservation District and the Village.
(Ord. 19-10. Passed 11-7-19.)
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