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242 <br /> Civil Engineer summarized the purposes intended to be conveyed : To familiarize <br /> the property owners and Council with the project and its complexities ; <br /> review methods used in studying proposal ; summarize work accomplished to <br /> date ; present results of the study , and to submit staff conclusions and <br /> recommendations . Objective was to indicate concern of City staff and <br /> Council for the property owner and at the same time to recognize responsi - <br /> bility to the motoring public . He emphasized thorough studies had been <br /> made of alternates , and their effects , and conclusions were not arbitrarily <br /> reached . He noted continually increasing traffic volume which necessitated <br /> a study of the existing system and how improvements could be made . He <br /> referred to exhibit displayed to demonstrate the various sections of Alameda <br /> and the varying characteristics and problems . From Woodside Road to Jefferson , <br /> the street is four lane , with medians . Between Jefferson Avenue and Eaton <br /> was the portion under study , and he indicated from Jefferson to Harding was <br /> a good 2 - lane facility ; portion from Harding to Brewster was unimproved and <br /> involved a jog . This section is only 30 feet wide whereas the minimum <br /> standard for a residential street is 34 feet , From Whipple Avenue , the <br /> street again becomes a 56-foot , 4-lane roadway , to Edgewood Road , where it <br /> is reduced to 2 lanes . Then from Maxwell to Eaton it is again widened to <br /> four lanes . He noted that in 1961 or 1962 , City joined with other cities <br /> and the County to initiate a traffic study . Certain assumptions were made , <br /> and as a result a plan was prepared in three stages , He reviewed statistics <br /> of projected traffic volume between San Carlos and Woodside Road , which was <br /> anticipated to reach 14 , 000 cars per day by 1990 . However , it appeared now <br /> this estimate was low , inasmuch as volume has already reached 13 , 000 per <br /> day . Traffic projections made by the consultants were based on Edgewood Road <br /> connecting to Junipero Serra , and it is now anticipated the freeway will be <br /> completed by 1973 , adding to the traffic situation , He then related the <br /> numerous accidents that have occurred in this section of Alameda , citing <br /> 143 since 1965 to date . The various approaches to solutions were reviewed , <br /> such as widening to four-lane , initiating one-way traffic , or reversible <br /> one -way . Some of the features felt to be desirable were landscaping , left- <br /> turn storage lanes , large radius curb returns , and factors to be considered <br /> were accident rate , effects on adjacent properties , extent of right of way <br /> acquisition , convenience to property owners , off- street parking , and others . <br /> He described the advantages and disadvantages between three alternate <br /> proposals , as well as costs and sources of funding . The plan designated <br /> as the " Center " plan was felt to be preferable only from the standpoint <br /> that fewer residences would need to be acquired . However , there were dis- <br /> advantages such as proximity of the street to homes , numerous homes would <br />