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06 16 20 PWA_02_02 Exh2 - IS-MND
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06/16/2020
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75B - FAIRVIEW BRIDGE PROJECT CD
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06 16 20 PWA_02_02 Exh2 - IS-MND
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L w`J' FAIRVIEw BRIDGE REPLACEMENT AND STREET IMPROVEMENTS <br />(JTH STREET TO 16TH STREET) PROJECT <br />$ANTA ANAL CALIFORNIA <br />FIGURES AND TABLES <br />FIGURES <br />INITIAL STUDY/MITIGATED NEGATIVE DECLARATION <br />MAY 2020 <br />Figure1: Project Location................................................................................................................... 1-3 <br />Figure 2: Proposed Project.................................................................................................................. 1-5 <br />Figure 3a: Detour for Eastern Trail Closure........................................................................................ 1-9 <br />Figure 3b: Detour for Western Trail Closure..................................................................................... 1-11 <br />Figure 4: Aquatic Resources.............................................................................................................. 3-17 <br />Figure 5: Modeled Noise Barrier and Receptor Locations................................................................ 3-75 <br />TABLES <br />Table 3.3.A: SCAQMD Construction and Operation Thresholds of Significance (lbs/day) <br />................. 3-8 <br />Table 3.3.13: Maximum Daily Project Construction Emissions without Mitigation ........................... 3-10 <br />Table 3.3.C: Maximum Daily Project Construction Emissions with Mitigation ................................. 3-10 <br />Table 3.8.A: Project Construction Greenhouse Gas Emissions......................................................... <br />3-45 <br />Table 3.13.A: Interior and Exterior Noise Standards, dB CNEL......................................................... <br />3-71 <br />Table 3.13.13: Ambient Noise Measurement Results........................................................................ <br />3-73 <br />Table 3.13.C: Typical Construction Equipment Noise Levels............................................................ <br />3-79 <br />Table 3.13.D: Vibration Source Amplitudes for Construction Equipment ........................................ 3-83 <br />Table 3.17.A: Existing Intersection LOS Summary............................................................................ <br />3-94 <br />Table 3.17.13: Existing ADT Volumes and LOS................................................................................... 3-94 <br />Table 3.17.C: 2021 Intersection LOS................................................................................................. 3-96 <br />Table 3.17.D: 2021 ADT Volumes and Roadway Segment LOS......................................................... <br />3-97 <br />Table 3.17.E: 2040 Intersection LOS................................................................................................. 3-98 <br />Table 3.17.F: 2040 ADT Volumes and Roadway Segment LOS......................................................... <br />3-99 <br />Table 3.17.G: 2040 Plus Project Fairview Street Turn Pocket Queuing .......................................... 3-100 <br />R:\WKE1702\ISMND\Final ISMND\Fairview Street Bridge Final ISMND.docx (05/26/20) <br />
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