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Document applicable design decision process (refer to No Caltrans standard for protected intersections <br />Maple St, Roosevelt Ave, Lathrop St, Oak Ave, Addressing Safety at Intersections section of this report) <br />Protected Corner/ Intersection Laurel/Hazel St <br />Document applicable design guidelines (MassDOT, <br />FHWA, etc.) <br />New Signalized Crosswalk <br />Raised Bicycle Crossing <br />Right Turn Pocket Removal <br />Median Extension <br />(With Restricted Access from Mainline) <br />Median Extension <br />(With Restricted Access from Side Street Only) <br />Pedestrian Hybrid Beacon (PHB) <br />Shared Right Turn Zone M" <br />Roadway Re -Alignment <br />(Adding Access from Mainline with addition of fourth leg) <br />Signal Removal <br />Roadway Re -Alignment with New Signal Added <br />Maple St, Roosevelt Ave, and Charter St <br />Beech St, Chestnut St, and Pine St <br />Network traffic analysis (see Corridor Level <br />improvements) <br />Document need for crosswalk (Refer to performance <br />measure results in this report) <br />Document applicable design decision process (refer to <br />Addressing Safety at Intersections section of this report) <br />Document applicable design guidelines (MassDOT, <br />FHWA, etc.) <br />Maple St, Lincoln Ave, Roosevelt Ave, and Oak Network traffic analysis <br />Ave (see Corridor Level improvements) <br />Beech St, Chestnut St <br />qT Lincoln Ave <br />Beech/Lincoln and Laurel St <br />Manzanita St, Willow St, Hemlock Ave and <br />Charter St <br />Roosevelt Ave <br />11 <br />Caltrans prefers raising the crossing 3-4 inches <br />maximum to be sensitive to bicyclists <br />Network traffic analysis <br />(see Corridor Level improvements) <br />N/A No study requirement if impact is outside Caltrans <br />right-of-way <br />Network traffic analysis <br />(see Corridor Level improvements) <br />Network traffic analysis <br />(see Corridor Level improvements) <br />Document applicable design guidelines (NACTO, FHWA, <br />etc.) and design decision process (refer to Addressing <br />Safety at Intersections section of this report) <br />Possible Intersection Control Evaluation (ICE) Report <br />Network traffic analysis <br />Chestnut St (see Corridor Level improvements) <br />-Must demonstrate that projected intersection volumes <br />no longer satisfies signal warrant analysis <br />Network traffic analysis <br />(see Corridor Level improvements) <br />Possible ICE Report <br />-Consider using results of roundabout analysis from <br />Main St Redwood City Corridor Plan (include delay implications <br />as well as right-of-way impacts) <br />-New signal analysis to reflect updated design <br />assumptions from this study (right-of-way impacts as <br />well as bicycle phasing, closure of receiving lanes from <br />slip lane, turn pocket lengths and queueing <br />Leading Pedestrian Interval (LPI) Roosevelt Ave, Oak Ave, and Charter St <br />Slip Lane Removal Main St, Laurel / Hazel St <br />Improved Lighting W Woodside Rd Underpass <br />Barrier for Pedestrians on Sidewalk (Freeway Underpass) Woodside Rd Underpass <br />Removal of Receiving Lane From Slip Lane Woodside Rd Underpass (southbound) <br />Network traffic analysis 0 <br />(see Corridor Level improvements) <br />N/A No study requirement if final curb radii accommodates <br />appropriate design vehicle per Caltrans Highway Design <br />Manual Chapter 400 <br />Lighting study using Caltrans Traffic Manual (Chapter 9) <br />N/A <br />Network traffic analysis <br />(see Corridor Level improvements) <br />Coordinate with Caltrans review in advance for <br />acceptable design guidance <br />I. 226 <br />