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2017-046 - Approving Addendum Nos. 1 and 2
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2017-046 - Approving Addendum Nos. 1 and 2
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7/12/2017 3:00:08 PM
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7/11/2017 9:25:32 AM
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City Clerk
Doc Type
Resolution
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2017-046
Date
7/5/2017
Destruction Year
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OCTA I July 2016 r�� <br />VIASupplement J <br />trees, and residential neighborhoods. As provided in the 2015 EA, the visual quality of <br />Area A is considered Moderate Low to Moderate. Under existing conditions, Westminster <br />Avenue is situated at -grade within the PE ROW and contains a median landscaped with <br />grass and several tall, mature trees. <br />With the implementation of the LPA, Westminster Avenue would be maintained at grade <br />through the PE ROW with the street car alignment crossing via a new single span tied - <br />arch bridge crossing up to 220 feet in length with a maximum deck height of 23 feet. <br />Although no bridge design was prepared for the Westminster Avenue Bridge as part of the <br />2015 EA, for visual analysis purposes, the 2015 EA depicted the bridge in a conceptual <br />photo simulation as a single span arched bridge. Figure 2 illustrates the existing at -grade <br />crossing and proposed conditions under the approved 2015 LPA, with a single span tied - <br />arch bridge. <br />As an outcome of advancing the project design and performing value engineering for the <br />LPA, OCTA determined that more efficient bridge design options could be implemented at <br />the Westminster Avenue location. This resulted in the selection of a concrete box girder <br />bridge design that is more conventionally used in highway and light-rail/streetcar corridors <br />throughout southern California. The modified bridge design would include a two span <br />concrete box girder bridge structure, as depicted in Figure 3, which would have similar <br />dimensions for deck height and total length as compared to the conceptual bridge <br />structure depicted in the 2015 EA. The main differences between the previously -depicted <br />bridge and the current bridge type include the elimination of the arches and hangers in the <br />bridge's superstructure, which would increase the visibility of the catenary wires, and the <br />addition of a single bent (pier support) near the center of the bridge. <br />As shown in Figure 3, the modified bridge's appearance within the PE ROW would be <br />similar to what was previously shown for the bridge in terms of scale. Additionally, based <br />on the surrounding Moderate Low to Moderate visual quality, the minor modifications <br />would not occur within an area that is highly sensitive to visual change. <br />Similar to the bridge concept depicted in the 2015 EA, the existing mature trees along <br />Westminster Avenue would screen/buffer views of the bridge from adjacent vehicular and <br />pedestrian traffic. Although the bridge would be visible to residences south of Westminster <br />Avenue and motorists driving along Westminster Avenue, the visual quality of the area is <br />urban in nature such that the bridge's addition would have no adverse affect/no significant <br />impact. Further, it is not anticipated that the bridge would be visible to residences <br />northeast of the Harbor BoulevardANestminster Avenue intersection. Based on these <br />41 Page <br />
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