(a) General Requirements, Submittal, and Review. Construction Plans will be prepared, signed and sealed by a registered professional engineer. Construction Plans for Major Subdivisions shall be submitted simultaneously with the final plat in accordance with the time frames included under Section 1175.11. Time frames for submittal and review of all other Construction Plans shall occur prior to the commencement of any construction and in conformance with policy established by the Community Development Coordinator. Construction Plans shall be approved by all Village officials as determined necessary by the Community Development Coordinator and Planning and Zoning Board, with input from the Technical Review Group as necessary. As applicable, the Construction Plan shall include the following:
(b) Items Common To All Plans.
(1) The Construction Plan will be made on matte mylar material. Freehand linear drawings will not be accepted. Shading or coloring will not be accepted. All Construction Plans must be clearly drawn and legible.
(2) The sheet upon which the Construction Plan is made will measure 24" x 36", with 1/2" margin border on three sides and 1 1/2" to 2" binding margins on the short left side.
(3) North arrow, horizontal scale, and vertical scale (engineering scales only).
(4) Engineering design firm name, address, and telephone number.
(5) Phasing lines (or future phasing lines) with description.
(6) Proposed and existing rights-of-way and easements.
(7) Distinct separation between proposed and existing elements of the plan.
(8) The centerline and edges of the pavement of all abutting streets.
(9) Location map with street names, municipal corporate boundaries, and construction boundaries.
(10) Identification of adjacent parcels, property lines, and property owners.
(11) Building and parking setbacks and no build zones.
(12) Date block showing all revision dates.
(c) Cover Sheet.
(1) Project name, address, road or street names, county, and location map.
(2) Index of sheets and benchmark list (referenced to USGS datum).
(3) Index map at a "one inch = 200 feet" scale showing adjoining properties, owners, streets, bearing and distance of the project boundaries, and general construction layout.
(4) Summary of quantities containing at a minimum water services length and size within right-of-way and public easements, sidewalks and bike paths, driveway pavement, street trees, sanitary services length and size.
(5) Signature lines for the Mayor, Village Administrator, Village Engineer, Fire Chief, and Community Development Coordinator. This signature block is in addition to the required approval block on the final plat.
(d) Site Dimension Plan.
(1) The names and locations of all adjoining property owners and adjacent subdivisions.
(2) Each lot will have the elevation above sea level noted for the first floor of a future primary structure or structures.
(3) The location and dimensions of all boundary lines of the property expressed in feet and decimals of a foot, and the acreage of the land to be subdivided.
(4) The location, width, names, classification of all existing streets and their rights-of- ways. The location, width, names, classification of, and construction details of all proposed streets and their rights-of-ways. Data to include:
A. Right-of-way line, centerline, departing lot lines, lot numbers, subdivision limits. and limits of construction.
B. Centerline curve data, including delta, radius, arc, chord, cord bearings, tangent, and central angle.
C. Radius of all curb returns to face of curb.
D. Approved street name.
E. Stations at every 100 feet on centerline. Indicate stations at points of curve and tangent at the beginning and end of all returns at centerline intersection and at subdivision or section limits.
F. The back of curb for full length of all streets.
G. When proposed streets intersect with or join existing streets or traveled way indicate both edges of existing pavement, surface, or curb and gutter for minimum of 100 feet, or the length of connection, whichever is the greater distance.
H. Guard posts or barricade at the end of streets which are to be extended in the future. A temporary T-turnaround will be provided for dead end streets exceeding 200 feet in length.
I. Protection of ends of curb and gutter by providing for erosion control and temporary drainage where required.
J. Symmetrical transition of pavement at intersection with existing street.
(5) The locations, dimensions of, and the designated use of all easements for public utilities, streams, surface drainage, and other uses.
(6) Location of setback lines from all rights-of-way, public or private, and the building envelope shown on all irregular lots.
(7) Accurate location of all required monuments.
(8) Lots within the subdivision including future additions will be numbered consecutively beginning with "one" (1), and the total number of lots and their combined acreage shown on the plat.
(9) Location and construction details of all existing and proposed paved surfaces including; curbs, landscape islands, parking spaces, drive aisles, driveways and radii, sidewalks and bike paths.
(10) Disability access and parking.
(11) Impermeable surface area.
(12) Profile view on construction plans must include the following:
A. Elevations at beginning and end of all vertical curves.
B. Length of vertical curves with elevations and stations of vertical points of intersections (VPI).
C. Elevations computed every fifty (50) feet on all tangent sections, and grades computed every twenty-five (25) feet in all vertical curves.
D. Elevations along all curbs and curb returns on intersecting streets. Lee grades of intersecting streets will match at the intersection of the extensions of the respective curbs.
E. Elevations at all curb inlets.
F. Extension of centerline profile 300 feet beyond property line or boundary of all streets that provide for access to adjoining property.
G. Existing centerline profiles for 200 feet minimum distance to insure proper grade tie, when proposed street is an extension of, or connects with an existing street or road.
H. Centerline profile of existing street or road 300 feet minimum distance to right and left of proposed connection, when a proposed street intersects with an existing street or road.
I. Notes that may be necessary to explain the intent and purposes of the profile.
(13) Typical cross-section of parking lot pavement, sidewalks, and curbs.
(e) Utility Plan.
(1) The locations, dimensions of, and the designated use of all easements for public utilities, streams or water courses, surface drainage, and other uses.
(2) Location, size, and illustration of existing and proposed public utilities including culverts, drainage tiles, gas lines, CATV, utility poles, street lighting and utility lines within and adjacent to the proposed subdivision, including the following:
A. All water mains, their sizes, type of material, valves, and fire hydrants, and location of mains to centerline of street.
B. All sanitary sewers and appurtenances, their type and material. Identify sanitary sewer appurtenance by type. All appurtenances will be numbered.
C. All storm sewers and appurtenances, their type and material. Identify storm sewer appurtenances by type. All appurtenances will be numbered. Indicate the top elevation of each structure. Storm sewer appurtenances and locations should be referenced to the centerline station of street.
(3) Locations of the planned extensions of and, connections to, the public water lines, sanitary sewer systems, and surface water drainage system. All types, sizes, and materials will be noted.
(4) Size, slope, and type of proposed and existing utility services and mains.
(5) Invert and tap elevations of sanitary services.
(6) All backfill material and compaction noted.
(7) Proposed pad and finished floor elevations.
(8) Provisions to comply with the Village's Pretreatment Program.
(9) Tributary areas maps for sanitary and storm facilities.
(f) Construction Grading Plan.
(1) The location of existing water bodies, streams, drainage ditches, stands of trees and trees with a caliper more than six (6) inches in diameter, and other pertinent features within the proposed subdivision. Topography will have a contour interval of one (1) foot. Elevations will be based on a mean sea level datum obtained from benchmarks established by the United States Geological Survey. Existing contours hatched or dashed.
(2) Proposed stream or channel relocations. Show existing and proposed locations. Furnish detailed typical section and type of stabilization to be provided.
(3) The 100-year flood plain of any stream identified as having a flood hazard area. The elevation of the portion of the 100-year flood plain which is nearest to the subdivision will be noted.
(4) The elevation above sea level noted for the proposed pad and first floor elevations of a future primary structure or structures will be noted for each lot.
(5) Delineation of the drainage areas involved, with the provisions made for draining the total upstream watershed through the development and the provisions made for adequate drainage, flow control, retention, and detention for the disposition of storm and nature waters as outlined in The Mid-Ohio Regional Planning Commission Storm Water Design Manual.
(6) The location of any natural springs, whether within or draining to street right- of-way and indicate proposed treatment of same. All springs will be capped and piped in a minimum 6-inch diameter perforated pipe encased in washed gravel and connected into the nearest storm manhole or curb inlet.
(7) The tributary drainage area and design flow for all major culverts.
(8) Proposed elevations.
(9) Benchmark elevations, designations and locations.
(10) Storm sewer and sanitary sewer top of casting and invert elevations.
(11) Proposed landscape mounding contours.
(12) Major flood routing.
(13) Ponding limits, elevation, and provisions to retain surface water run-off.
(14) Ditch direction of flow and slope.
(15) Size, type, and slope of existing and proposed storm sewers.
(16) Ponding tabulations.
(17) Orifice plate details.
(18) Critical year storm.
(19) Driveway slope(s) from building lines to right-of-way lines (not to exceed ten percent (10%)).
(20) Head wall standards identification.
(21) Cross-sections of ditches in right-of-way (at fifty (50) foot spacings).
(g) Construction Erosion and Sedimentation Plan.
(1) Inlet protection locations, silt fence locations, and ditch check locations.
(2) Erosion control standards details.
(3) Construction entrance location and detail.
(4) Tree preservation and location of all trees.
(5) Major flood routing.
(h) Structure Elevation Plan.
(1) Building elevations depicting actual composition and architectural style for all proposed structures.
(2) Number of floors, floor area, height and location of each building, and proposed general use for each building.
(3) In a multi-family residential building, the number, size, and type of dwelling units will be shown.
(4) Exterior lighting, showing location, size, and height of all lights including provisions for the elimination of glare to adjoining properties.
(j) Exterior Lighting and Street Lighting Plan.
(1) The location, height, wattage, and projected area of illumination of each exterior light fixture, parking lot illumination fixture, and street lighting fixture will be shown.
(Ord. 19-20. Passed 11-4-20.)