With reference to Caltrans Highway Design Manual (Chapter 200, Figure 204. Caltrans Highway Design Manual •Chapter 80—Application of Design Standards •Chapter 200—Geometric Design •Chapter 300—Geometric Cross-Section •Chapter 400—Intersections At Grade Caltrans Plans Preparation Manual Caltrans Project Development Procedures Manual Caltrans Standard Plans Caltrans Surveys Manual Caltrans Bridge Design Manuals Caltrans Seismic Design Criteria ver. 1.7 Caltrans . Highway Design Manual: Chapter 80 - Application of Design Standards Chapter 200 - Geometric Design Chapter 300 - Geometric Cross Section HDS-5- Hydraulic Design of Highway Culverts AREMA Manual for Railway Engineering AASHTO Highway Drainage Guidelines Line of sight should be based on the minimum design speeds for each roadway classification as determined in Step 10 above. Table 1 below shows the stopping sight distance lengths for corresponding design speeds based on standards referenced in Chapter 200 of the Ca!trans Highway Design Manual. 200 East Santa Clara Street, 8th Floor San Jose, CA 95113 Caltrans Highway Design Manual (Chapter 1000) ACR 211 MUTCD 2003 MUTCD California supplement Americans with Disabilities Act Accessibility Guidelines (ADAAG) MTC Pedestrian Districts Study None more : Other Structural Section shall be designed in accordance with the current Caltrans Highway Design Manual based on the following criteria: Local streets - TI = 4.0 Residential and commercial alley - TI = 3.0 Industrial streets and alleys - TI = to be designated by the Director. Arterial and collector highways - TI to be designated by the Director. b. For design speeds of 40 miles per hour or more the minimum length of vertical curve should be 400 feet. For design speeds of 30 miles per hour curves should be 200 feet. See Section 204.4 of the Caltrans Highway Design Manual. 3. SIGHT DISTANCE Three types of sight distances are to be considered for continuous length of highway ahead visible to In particular, bikeway design guidance for Class I Bikeways (bike paths) in Chapters 200 and 1000 for vertical clearance, design speed, stopping sight distance, drainage, landscaping, etc., may be used as appropriate for the Class IV Bikeway design. Caltrans Highway Design Manual: Chapter 80 - Application of Design Standards Chapter 200 - Geometric Design Chapter 300 - Geometric Cross Section Chapter 400 - Intersections At Grade Caltrans Plans Preparation Manual Caltrans Project Development Procedures Manual Caltrans Standard Plans Caltrans Surveys Manual 200 East Santa Clara Street San Jose, CA 95113 DOT - 8th Floor Caltrans Highway Design Manual (Chapter 1000) ACR 211 MUTCD 2003 MUTCD California supplement Americans with Disabilities Act Accessibility Guidelines (ADAAG) MTC Pedestrian Districts Study None more : Other The city may apply to the department for approval of a business route designation in accordance with Chapter 20, Topic 21, of the Highway Design Manual. In 2018, the City of Lincoln grew, adding what was called Village 1. The city may apply to the department for approval of a business route designation in accordance with Chapter 20, Topic 21, of the Highway Design Manual. In 2018, the City of Lincoln grew, adding what was called Village 1. Caltrans Bridge Design Manuals Caltrans . Seismic Design Criteria, Version 1.4 : Caltrans Highway Design Manual • Chapter 80—Application of Design Standards • Chapt