City of Morgan Hill Station Area Master Plan - February 2018

City of Morgan Hill

levels (LOS A, B, C, or D). Under 2035 conditions, the Main Avenue and Monterey Road intersection is projected to operate at LOS F during the AM peak hour representing overcapacity conditions. The stop-sign controlled approach on Fifth Street at its intersection with Monterey Road is also projected to operate at LOS F. The LOS standard for these intersections, and other intersections on Monterey Road between Main Avenue and Fifth Street and on Depot Street between First Street and Fifth Street, is LOS F. The LOS standard for the intersections of Main Avenue and Depot Street, Dunne Avenue and Monterey Road, Dunne Avenue and Church Street, and Dunne Avenue and Depot Street is LOS E. LOS E and F standards represent the City’s recognition of the congested operations occurring during peak commute periods in lieu of roadway widenings or other intersection improvements. This has been balanced with the fact that this may have negative impacts to pedestrians and the goal of creating a pedestrian-friendly environment. However, the planned expansion of the City’s north/south roadway network with construction of Hale Avenue is expected to alleviate some of the through traffic currently traveling on Monterey through downtown and improve the LOS at these intersections. Other intersections in the Station Area have a LOS D operating standard. Table 1-4: Existing and Projected Future (2035) Intersection Peak Hour Levels of Service Intersection Name Traffic Control Peak Hour Existing Future (2035)

Delay

LOS

Delay

LOS

Main Ave and Del Monte St Main Ave and Monterey Rd Main Ave and Depot St Main Ave and Butterfield Blvd First St and Monterey Rd Second St and Monterey Rd Third St and Monterey Rd Fourth St and Monterey Rd Fifth St and Monterey Rd

Side-Street Stop

AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM

14 20 24 42 13 16 24 30 11 15 11 13 12 17 17 17 18 33

B C C D B C C C B B B B B C C C C D

15 20 97 50 20 22 27 37 12 11 11 14 11 12 15 25 48 68

B C F D C C C D

Signal

Side-Street Stop

Signal

Side-Street Stop

B B B B B B

Signal

Side-Street Stop Side-Street Stop Side-Street Stop

C D

E F

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