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04-27-2020-R
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04-27-2020-R
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February 28, 2020 <br /> Page 13 <br /> Table 2.Year 2020 Mid-Block Signal and West Access Realignment Operations Summary <br /> Intersection AM Peak PM Peak <br /> Movement Delay*(LOS) movement Delay*(LOS <br /> NB 10(B) 6(A) 5(A) 6(A) 0(A) 4(A) <br /> CL <br /> West School Access& WB 4(A) 2(A) 0(A) 4(A) 3(A) 2(A) 0(A) 3(A) <br /> r <br /> Lake Valentine Rd SB J0(A) 0(A) 3(A) 0(A) 0(A) 4(A) <br /> EB 2(A) 2(A) 1(A) 1(A) 4(A) 0 A)NBLake Valentine Rd&Ped WB 11(B) 12 B 11 BCrossing SB ( ) ( )EB 12(B) <br /> CL c WB 2(A) 1(A) 1(A) 0(A) <br /> ,% East Parking Access& SB 9(A) 0(A) 2(A) 6(A) 0(A) 2(A) <br /> r <br /> Lake Valentine Rd <br /> EB 0(A) 2(A) 0(A) 2(A) <br /> NB 10(B) 0(A) 4(A) 7(A) 5(A) 4(A) <br /> c Bus Parking Access/Janet WB 3(A) 0(A) 0(A) 2(A) 0(A) 0(A) <br /> Court&Lake Valentine 1(A) 1(A) <br /> Rd SB 8(A) 0(A) 4(A) 7(A) 0(A) 3(A) <br /> EB 3(A) 1(A) 1(A) 2(A) 1(A) 1(A) <br /> r NB 10(B) 3(A) 7(A) 4(A) <br /> ,% South Parking Access& WB 3(A) 1(A) 1(A) 3(A) 0(A) 1(A) <br /> r <br /> Lake Valentine Rd <br /> � EB 1(A) 0(A) 1(A) 0(A) <br /> Delay measured in seconds per vehicle <br /> Based on the findings from the analyses, the mid-block pedestrian activated traffic signal provides <br /> for a better operating corridor. Additionally, due to reducing conflict points and exposure of <br /> students and staff crossing Lake Valentine Road to one location without turning movements <br /> occurring at the crossings, the safety of the students should be significantly enhanced. <br /> There are many advantages to the alternative that includes the west access realignment <br /> including: <br /> • It allows two full accesses to/from the north parking lot at all times of day. <br /> • It allows eastbound left turns to be eliminated from the east parking lot access, as they <br /> would use the west access. This would allow for a small raised median and pedestrian <br /> refuge that aligns with the westbound left turn lane. <br /> • Exclusive turn lanes can be provided exiting the parking lot at the west access. <br /> • The vehicles would enter the lot from the back, and the pedestrians would be primarily on <br /> the south side reducing chances for conflict. <br /> • Fencing could be extended farther west and then north along the access driveway to <br /> channelize pedestrians to the signal-controlled crossing and away from the access <br /> intersection. <br /> How much land is available for the realignment of the west access is dependent on the outcome <br /> of the negotiations with the State of Minnesota and the land west of the north parking lot. The <br /> School District currently owns a small portion of land at that location, but it is desirable to obtain <br /> more land to increase the length of the driveway. The longer the driveway is, the farther back the <br /> cars are when they enter the parking lot, there is more length of storage provided for exiting <br /> vehicles, and fencing can be extended farther to restrict pedestrian access to the intersection. <br /> K:\014908-000\Traffic\Traffic Study\Lake Valentine Road Study.docx <br />
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