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i ,� DANE COUNTY <br /> PLANNING Zoning Division <br /> DEVELOPMENT Room 116, City-County Building <br /> 210 Martin Luther King Jr. Blvd. <br /> Madison, Wisconsin 53703-3342 <br /> Floodplain Development Application Phone: (608) 266-4266 <br /> Fax: (608) 267-1540 <br /> Items required to be submitted with application: <br /> o Site Development Plans <br /> Plans shall include scaled drawings of existing topography of the area and proposed final grades of <br /> development. All topographical information shall be in NAVD 1988 and be referenced to a known <br /> benchmark. The plan shall show all existing and proposed building footprints and elevations of lowest <br /> floor elevations. The plans shall include dimensions of ditches,culverts, or other structures existing or <br /> proposed. All plans shall be stamped and signed by a professional engineer or architect. <br /> o Engineering Analysis <br /> The analysis shall include calculations or modeling that shows that the development will not obstruct <br /> flow or will not increase the floodwater elevation 0.01 of a foot or more.All calculations shall be <br /> stamped and signed by a professional engineer or architect. <br /> Owners Name Town of Bristol Contractor's Name N/A <br /> Address 7747 County Road N Address <br /> Phone Sun Prairie, WI 53590 <br /> Phone <br /> 608-834-6494 <br /> Email ghderr @frontier.com Email <br /> Parcel numbers affected: Town: 9N Section: 23 <br /> Property Address: Elder Lane Bridge over <br /> Maunesha River <br /> FEMA Panel Map: 55025c0285H Floodplain District: Zone A Flood Elevation: 895.5 <br /> Scope of work: (Describe development in detail) The proposed project replaces the existing single-span concrete T-beam <br /> bridge over the Maunesha River with a new 48-foot long single-span concrete flat slab bridge. The 300-foot long project con: ists <br /> of 250 feet of approach roadway in addition to the bridge replacement. Major items include earthwork, base aggregate, asplmltic <br /> surface, guardrail, and Structure B-13-0672. The proposed roadway cross-section will consist of two 10-foot HMA pavement <br /> travel lanes with 5-foot wide paved shoulders. The proposed horizontal alignment will approximately match the existing align vent. <br /> The proposed vertical profile will be raised 0.2 feet at the bridge. <br /> I authorize that I am the owner or have permission to act on behalf of the owner of the property. <br /> Submitted By: Date: 9/16/2015 <br /> Amanda Winters, EIT -Ayres Associates <br />