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  1. WHEN ADJACENT TO 1.5% LANDING, CONSTRUCT CURB HEAD OPENING AT 1.5% IN THE DIRECTION OF PEDESTRIAN TRAVEL. MAXIMUM 8.33% CURB RAMP SLOPE IS ALLOWABLE WITH FLATTENED GUTTER FLAG SLOPE AND NOT TO EXCEED 11% GRADE CHANGE. ±0.5% CONSTRUCTION TOLERANCE IN SIDEWALK CROSS SLOPE.

  2. Standard Detail Drawings (SDDs) SDD SEARCH. SDD Curren t Transmittal Updates . Foreword. SDD Table of Contents. Series 08 - Drainage. Series 09 - Intersection Design. Series 10 - Freeway Lighting. Series 11 - Geometric Design.

  3. 17 maj 2024 · Concept overview. Create non-dynamic models using corridors with feature line/grading tools. Early curb ramp design could mean re-design if roadway design changes. Best suited for use with preservation projects with static roadway designs and retrofit curb ramp situations. Applicable to full roadway designs late in the design process.

  4. 7 maj 2024 · Curb Ramp Detail Sheets. Produced using curb ramp surface models. See FDM 11-46-10.2.3 for curb ramp detail sheet requirements and list of suggested detail in the curb ramp detail sheet.

  5. Curb Ramps Types 1 and 1-A. sheet b: Curb Ramps Types 2 and 3. sheet c: Curb Ramps Type 4A and 4A1. sheet d: Curb Ramps Type 4B and 4B1. sheet e: Curb Ramps Type 5, 6, 7A, 7B & 8. sheet f: Curb Ramps Radial Detectable Warning Field Applications. sheet g: Curb Ramps Rectangular and Radial Detectable Warning Plates. 8D13

  6. Location - Outagamie County. WIS 47/WIS 96/WIS 125 in the city of Appleton and town of Grand Chute in Outagamie County. View project location on a map. The below exhibits show proposed specific locations of curb ramp upgrades.

  7. View the currently identified inventory of curb ramps, sidewalks and shared use paths along the State Trunk Network (STN) including connecting highways in Wisconsin.

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