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YEAR 2000 TRAFFIC CONDITIONS The traffic generated by the cumulative development was loaded onto both the existing and also the future street network. The existing street network did not include any mitigations to any of intersections in the study area. The future street network, however, included the Arch/Sperry Road extension to the French Camp Interchange with the Interstate 5 freeway. This improvement, as well as the extension of the State Route 99 West Frontage Road to French Camp Road was assumed to be in place for the year 2000 condition. Also, major improvements to the Arch Road/State Route 99 freeway interchange were also assumed for the year 2000. The various land use quantities used in the traffic model for the cumulative condition are documented in Table V which follows. TABLE V LAND USE QUANTITIES FOR THE CUMULATIVE CONDITION IN THE YEAR 2000 LAND USE TYP UNIT QUANTITY SINGLE FAMILY RES DWELLING UNITS........................11,755 MULTI FAMILY RES DWELLING UNITS..........................4,653 OFFICE/BUSINESS SQUARE FEET........................2,209,000 NEIGHBORHOOD COMM SQUARE FEET.............................13,000 HIGHWAY COMMERCIAL SQUARE FEET.............................30,000 COMMUNITY COMM SQUARE FEET........................1,693,000 MANUFACTURING ACRES ............................................. 290 SPORT COMPLEX ACRES ............................................... 50 LIGHT INDUSTRIAL SQUARE FEET......................17,692,000 HEAVY INDUSTRIAL SQUARE FEET......................28,213,000 Source: TJKM February 1988 There were six intersections that were analyzed in this report for the cumulative traffic scenario, and the results of the capacity analysis are summarized in Table VI which follows. Table VI shows what effect the cumulative traffic volumes would have upon the existing street system without any changes. 12