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LIST OF FIGURES (CONTINUED)




               Figure                                                                                   Page

               4.C-8     Cumulative Impact Study Area ..............................................................................4.C-78
               4.E-1     Site Photographs (Photos 1 and 2) ........................................................................... 4.E-5
               4.E-2     Site Photographs (Photos 3 and 4) ........................................................................... 4.E-6
               4.E-3     Site Photographs (Photos 5 and 6) ........................................................................... 4.E-7
               4.E-4     Site Photographs (Photos 7 and 8) ........................................................................... 4.E-9
               4.E-5     Photographic Simulation Looking North/Northwest from Sierra Highway and
                         Adon Avenue .......................................................................................................... 4.E-15
               4.E-6     Photographic Simulation Looking Northwest from Sierra Highway near Hillfield
                         Lane ........................................................................................................................ 4.E-16
               4.E-7     Photographic Simulation Looking North from Sierra Highway near Hillfield
                         Lane ........................................................................................................................ 4.E-17
               4.E-8     Photographic Simulation Looking Northeast from Canyon Crest Drive ............... 4.E-18
               4.E-9     Photographic Simulation Looking Northeast from Via Princessa and Whites
                         Canyon Road .......................................................................................................... 4.E-19
               4.F-1     Study Intersection Locations .................................................................................... 4.F-5
               4.F-2     A.M. Peak Hour Intersection Volumes - Existing (2007) Conditions ....................... 4.F-7
               4.F-3     P.M. Peak Hour Intersection Volumes - Existing (2007) Conditions ....................... 4.F-8
               4.F-4     Project Trip Distribution - Existing Roadways ...................................................... 4.F-20
               4.F-5     Project Trip Distribution – Future Roadways ........................................................ 4.F-21
               4.F-6     A.M. Peak Hour Intersection Volumes (Existing Plus 2017 Ambient Growth) ...... 4.F-23
               4.F-7     P.M. Peak Hour Intersection Volumes (Existing Plus 2017 Ambient Growth) ...... 4.F-24
               4.F-8     A.M. Peak Hour Intersection Volumes (Existing Plus 2017 Ambient Growth Plus
                         Project) ................................................................................................................... 4.F-25
               4.F-9     P.M. Peak Hour Intersection Volumes (Existing Plus 2017 Ambient Growth Plus
                         Project) ................................................................................................................... 4.F-26
               4.F-10    A.M. Peak Hour Intersection Volumes (Cumulative Without Project) ................... 4.F-27
               4.F-11    P.M. Peak Hour Intersection Volumes (Cumulative Without Project) .................... 4.F-28
               4.F-12    A.M. Peak Hour Intersection Volumes (Project Plus Cumulative) ......................... 4.F-29
               4.F-13    P.M. Peak Hour Intersection Volumes (Project Plus Cumulative) .......................... 4.F-30
               4.F-14    Long-Range Average Daily Traffic Volumes (In Thousands) - Current County
                         Plan and Proposed Project Alignment .................................................................... 4.F-40
               4.F-15    Peak Hour Intersection Volumes—Internal Project Intersections ......................... 4.F-43
               4.G-1     A-Weighted Sound Levels ...................................................................................... 4.G-2
               4.G-2     State Land Use Compatibility Guidelines for Noise ............................................... 4.G-6
               4.G-3     City of Santa Clarita Guidelines for Noise and Land Use Compatibility ............. 4.G-12
               4.G-4     Noise Sensitive Receptors ..................................................................................... 4.G-15
               4.H-1     Air Quality Sensitive Receptors ............................................................................ 4.H-19
               4.I-1     CLWA & Local Purveyors' Service Areas ................................................................ 4.I-5
               4.I-2     Conceptual Water Plan .............................................................................................. 4.I-6

               County of Los Angeles Department of Regional Planning                          Skyline Ranch Project
               PCR Services Corporation                                                                July 2009

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                                  PRELIMINARY WORKING DRAFT – Work in Progress
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