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^~ KimlcyHom Supplemental Weekday/Weekend Traffic Analysis -Final Report <br />and Associates, inc. Home Depot, Pleasanton, CA <br />Weekend Project Trip Distribution and Assignment <br />The project distribution for the California Splash waterslide park expansion was taken <br />from the Shadow Cliffs Waterslide Park Expansion Traffic Impact Study by TJKM <br />Transportation Consultants with 10% of the trips originating east of the waterslide park, <br />29% of th~~ trips originating northwest of the park, and 61 % of the trips originating <br />southwest of tl-ie park. <br />WEEKEND LEVEL OF SERVICE TRAFFIC CONDITIONS <br />Traffic operations were evaluated under the following weekend development conditions: <br />• Existing Traffic Conditions <br />• Existing + Stanley Home Depot Traffic Conditions <br />• Existing + Stanley Home Depot -Johnson Home Depot Traffic Conditions <br />• Existing + Stanley Home Depot +Waterslide Park Traffic Conditions <br />Results of the analysis are presented in Table 10. Additional detail is provided in the <br />Appendix. It should be noted that the level of service calculated throughout this report <br />does not include the mitigations identified in the original Home Depot Shopping Center <br />Study. <br />Table 10 -Weekend Level of Service Summary <br />y t< ~ ~ <br />~ , ExlsBn - ' " ~~ . ExieBn Stem r .. . xE7~lst67 +Stanl •Jotutsm rv 8 +W ~ e L:: <br /> ~ <br />~..~,~; Intersuatw:~ <br />~ -Sat Peak- - Surc. Peak Sat Peak• t Sun Peak ~ Sat Peak ': ` Sun Pei31c :~'•Set Peak; Sw1, Peak- ~' <br />~ 'az1 <br />3>~ ~~ LOS- Deta LOS - Dola LOS Dda_ .LOS Dela LOS [Bela LpS D~ °-l`CS»- ~.Det` °L©~~ Dat <br />1 Santa Rita Road & I-580 EI3 Itam s /Pimlico Drive C 26.4 C 24.0 C 26.4 C 24.0 C 26.1 C 23.9 C 26.5 C 24.1 <br />2 Santa Rita Road & Stoncridc a Drive C 24.4 C 25.4 C 24.4 C 25.4 C 24.4 C 25.4 C 24.5 C 25.4 <br />3 Santa Rita Road 8 Valle Avenue C 25.3 C 24.6 C 25.5 C 24.8 C 26.4 C 25.8 C 25.8 C 25.2 <br />4 Valle Avenue 8 Busch Road A 7.8 A 7.2 A 7.8 A 7.3 A 7.6 A 7.0 A 7.8 A 6.9 <br />5 Stanle Boulevard & Valle~r Avenue / Bemal Avenue D 52.9 D 35.9 E 55.3 D 37.8 D 54.3 D 38.6 E 87.8 D 39.2 <br />6 Bemal Avenue 8 Vine and Avenue B 11.4 B 10.2 B 13.8 8 11.6 B 12.5 B 11.2 B 13.8 B 11.6 <br />7 First Street 8 Vine and Avcrrs: C 21.7 C 21.9 C 21.5 C 21.7 C 21.5 C 21.6 C 21.0 C 21.1 <br />8 Bemal Avenue 8 First Strcu~ / ~ unol Boulevard C 26.3 C 24.1 C 26.3 C 25.1 C 26.3 C 25.1 C 28.0 C 27.0 <br />9 Bemal Avenue 8 Valle Avenue D 53.2 B 15.3 D 53.5 B 15.3 D 54.0 B 15.3 E 55:8 B 15.5 <br />10 Ho rd Road 8 Valle Avenue B 15.6 8 15.7 B 15.6 B 15.7 B 16.1 B 16.3 B 15.6 B 15.7 <br />11 Ho and Road 8 Owens Drive D 46.1 C 30.4 D 46.1 C 30.4 D 35.9 C 26.7 D 46.1 C 30.4 <br />12 Ho aM Road 8 Stoneridoc Drive C 32.7 C 29.2 C 32.7 C 29.2 C 32.9 C 29.4 C 32.7 C 29.2 <br />Existing -~ Stanley Home Depot Traffic Conditions <br />Existing trG~ic volumes were combined with vehicle trips expected to be generated by <br />the Stanley- ~•~me Depot and were evaluated at the study intersections and can be seen <br />PleasantonHomeDc;>o?^3.FinalReport.doc 15 October 16, Z~o7 <br />