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Spyglass_Rev Traffic Study 2009
CITY OF LAKE ELSINORE SPYGLASS RANCH TRAFFIC IMPACT ANALYSIS (REVISED) Prepared by: Carl Ballard and William Kunzman, P.E. P pF ESSI O Q N - O 'ql �. A. K 1 co No.TR0456 Z M d June 24 2 009 9�OF cAL1�� u KUNZMAN ASSOCIATES, INC. 1111 TOWN & COUNTRY ROAD, SUITE 34 ORANGE, CA 92868-4667 PHONE: (714) 973-8383 FAH: (714) 973-8821 EMAIL: MAIL@TRAFFIC-ENGINEER.COM WEB: WWW.TRAFFIC-ENGINEER.COM 3640d Table of Contents I. Findings.......................................................................................................... 2 A. Definition of Deficiency and Significant Impact ...................................... 2 B. Existing Traffic Conditions....................................................................2 C. Traffic Impacts ....................................................................................3 D. Mitigation Measures............................................................................4 II. Project Description ......................................................................................... 6 A. Location.............................................................................................. 6 B. Proposed Development........................................................................ 6 Ill. Existing Traffic Conditions .............................................................................. 9 A. Study Area .......................................................................................... 9 B. Existing Travel Lanes and Intersection Controls......................................9 C. Existing Average Daily Traffic Volumes ..................................................9 D. Existing Intersection Delay ................................................................. 10 E. Traffic Signal Warrant Analysis ........................................................... 10 F. Existing City of Lake Elsinore General Plan Circulation Element.............. 11 G. Transit Service................................................................................... 11 IV. Project Traffic.............................................................................................. 21 A. Trip Generation................................................................................. 21 B. Trip Distribution................................................................................ 21 C. Trip Assignment ................................................................................ 21 D. Modal Split ....................................................................................... 22 V. Existing Plus Ambient Growth Plus Project Traffic Conditions ........................... 40 A. Method of Projection......................................................................... 40 B. Existing Plus Ambient Growth Plus Project Average Daily Traffic Volumes ........................................................................................... 40 C. Existing Plus Ambient Growth Plus Project Intersection Delay ............... 40 D. Traffic Signal Warrant Analysis ........................................................... 41 VI. Existing Plus Ambient Growth Plus Project Plus Cumulative Traffic Conditions............................................................................................... 46 A. Method of Projection......................................................................... 46 B. Other Development ........................................................................... 46 C. Existing Plus Ambient Growth Plus Project Plus Cumulative Average DailyTraffic Volumes......................................................................... 46 D. Existing Plus Ambient Growth Plus Project Plus Cumulative IntersectionDelay ............................................................................. 46 VII. General Plan Buildout Traffic Conditions......................................................100 A. Method of Projection........................................................................100 B. General Plan Buildout Average Daily Traffic Volumes...........................100 C. General Plan Buildout Intersection Delay............................................100 D. Traffic Signal Warrant Analysis ..........................................................101 Vill. Recommendations .....................................................................................110 A. Site Access.......................................................................................110 B. Roadway Improvements....................................................................110 1. On- Site.......................................................................................... 110 2. Off-Site .......................................................................................... 110 APPENDICES Appendix A—Glossary of Transportation Terms Appendix B—Traffic Count Worksheets Appendix C—Explanation and Calculation of Intersection Delay Appendix D—Traffic Signal Warrant Worksheets List of Tables Table 1. Existing Intersection Delay and Level of Service...........................................................12 Table 2. Project Traffic Generation Rates...................................................................................23 Table 3. Project Traffic Generation By Traffic Analysis Zone......................................................24 Table 4. Existing Plus Ambient Growth Plus Project Intersection Delay and Level of Service....42 Table 5. Other Development Traffic Generation By Traffic Analysis Zone.................................48 Table 6. Existing Plus Ambient Growth Plus Project Plus Cumulative Intersection Delay and Levelof Service..............................................................................................................50 Table 7. General Plan Buildout Without Project Intersection Delay and Level of Service........102 Table 8. General Plan Buildout With Project Intersection Delay and Level of Service.............103 Table 9. Assumed Roadway Construction Phasing...................................................................112 Table 10. Project Traffic Contribution.........................................................................................113 List of Figures Figure1. Project Location Map.......................................................................................................7 Figure2. Site Plan............................................................................................................................8 Figure 3. Existing Through Travel Lanes and Intersection Controls..............................................13 Figure 4. Existing Average Daily Traffic Volumes..........................................................................14 Figure 5. Existing Morning Peak Hour Intersection Turning Movement Volumes.......................15 Figure 6. Existing Evening Peak Hour Intersection Turning Movement Volumes ........................16 Figure 7. Currently Adopted City of Lake Elsinore General Plan Circulation Element..................17 Figure 8. Proposed City of Lake Elsinore General Plan Circulation Element ................................18 Figure 9. Currently Adopted City of Lake Elsinore General Plan Roadway Cross-Sections ..........19 Figure 10. Proposed City of Lake Elsinore General Plan Roadway Cross-Sections.........................20 Figure 11. Project Traffic Analysis Zone Map.................................................................................25 Figure 12. Opening Year(2013) Project Traffic Distribution—Traffic Analysis Zone 1 ..................26 Figure 13. Opening Year(2013) Project Traffic Distribution—Traffic Analysis Zone 2 ..................27 Figure 14. Opening Year(2013) Project Traffic Distribution—Traffic Analysis Zone 3 ..................28 Figure 15. Opening Year(2013) Project Traffic Distribution—Traffic Analysis Zone 4..................29 Figure 16. General Plan Buildout Project Traffic Distribution—Traffic Analysis Zone 1 ................30 Figure 17. General Plan Buildout Project Traffic Distribution—Traffic Analysis Zone 2 ................31 Figure 18. General Plan Buildout Project Traffic Distribution—Traffic Analysis Zone 3 ................32 Figure 19. General Plan Buildout Project Traffic Distribution—Traffic Analysis Zone 4................33 Figure 20. Opening Year(2013) Project Average Daily Traffic Volumes ........................................34 Figure 21. Opening Year(2013) Project Morning Peak Hour Intersection Turning Movement Volumes.........................................................................................................................35 Figure 22. Opening Year(2013) Project Evening Peak Hour Intersection Turning Movement Volumes.........................................................................................................................36 Figure 23. General Plan Buildout Project Average Daily Traffic Volumes......................................37 Figure 24. General Plan Buildout Project Morning Peak Hour Intersection Turning Movement Volumes.........................................................................................................................38 Figure 25. General Plan Buildout Project Evening Peak Hour Intersection Turning Movement Volumes.........................................................................................................................39 Figure 26. Existing Plus Ambient Growth Plus Project Average Daily Traffic Volumes..................43 Figure 27. Existing Plus Ambient Growth Plus Project Morning Peak Hour Intersection Turning MovementVolumes......................................................................................................44 Figure 28. Existing Plus Ambient Growth Plus Project Evening Peak Hour Intersection Turning MovementVolumes......................................................................................................45 Figure 29. Other Development Traffic Analysis Zone Map.............................................................51 Figure 30. Other Development Traffic Distribution—Traffic Analysis Zone 1................................52 Figure 31. Other Development Traffic Distribution—Traffic Analysis Zone 2................................53 Figure 32. Other Development Traffic Distribution—Traffic Analysis Zone 3................................54 Figure 33. Other Development Traffic Distribution—Traffic Analysis Zone 4................................55 Figure 34. Other Development Traffic Distribution—Traffic Analysis Zone 5................................56 Figure 35. Other Development Traffic Distribution—Traffic Analysis Zone 6................................57 Figure 36. Other Development Traffic Distribution—Traffic Analysis Zone 7................................58 Figure 37. Other Development Traffic Distribution—Traffic Analysis Zone 8................................59 Figure 38. Other Development Traffic Distribution—Traffic Analysis Zone 9................................60 Figure 39. Other Development Traffic Distribution—Traffic Analysis Zone 10..............................61 Figure 40. Other Development Traffic Distribution—Traffic Analysis Zone 11..............................62 Figure 41. Other Development Traffic Distribution—Traffic Analysis Zone 12..............................63 Figure 42. Other Development Traffic Distribution—Traffic Analysis Zone 13..............................64 Figure 43. Other Development Traffic Distribution—Traffic Analysis Zone 14..............................65 Figure 44. Other Development Traffic Distribution—Traffic Analysis Zone 15..............................66 Figure 45. Other Development Traffic Distribution—Traffic Analysis Zone 16..............................67 Figure 46. Other Development Traffic Distribution—Traffic Analysis Zone 17..............................68 Figure 47. Other Development Traffic Distribution—Traffic Analysis Zone 18..............................69 Figure 48. Other Development Traffic Distribution—Traffic Analysis Zone 19..............................70 Figure 49. Other Development Traffic Distribution—Traffic Analysis Zone 20..............................71 Figure 50. Other Development Traffic Distribution—Traffic Analysis Zone 21..............................72 Figure 51. Other Development Traffic Distribution—Traffic Analysis Zone 22..............................73 Figure 52. Other Development Traffic Distribution—Traffic Analysis Zone 23..............................74 Figure 53. Other Development Traffic Distribution—Traffic Analysis Zone 24..............................75 Figure 54. Other Development Traffic Distribution—Traffic Analysis Zone 25..............................76 Figure 55. Other Development Traffic Distribution—Traffic Analysis Zone 26..............................77 Figure 56. Other Development Traffic Distribution—Traffic Analysis Zone 27..............................78 Figure 57. Other Development Traffic Distribution—Traffic Analysis Zone 28..............................79 Figure 58. Other Development Traffic Distribution—Traffic Analysis Zone 29..............................80 Figure 59. Other Development Traffic Distribution—Traffic Analysis Zone 30..............................81 Figure 60. Other Development Traffic Distribution—Traffic Analysis Zone 31..............................82 Figure 61. Other Development Traffic Distribution—Traffic Analysis Zone 32..............................83 Figure 62. Other Development Traffic Distribution—Traffic Analysis Zone 33..............................84 Figure 63. Other Development Traffic Distribution—Traffic Analysis Zone 34..............................85 Figure 64. Other Development Traffic Distribution—Traffic Analysis Zone 35..............................86 Figure 65. Other Development Traffic Distribution—Traffic Analysis Zone 36..............................87 Figure 66. Other Development Traffic Distribution—Traffic Analysis Zone 37..............................88 Figure 67. Other Development Traffic Distribution—Traffic Analysis Zone 38..............................89 Figure 68. Other Development Traffic Distribution—Traffic Analysis Zone 39..............................90 Figure 69. Other Development Traffic Distribution—Traffic Analysis Zone 40..............................91 Figure 70. Other Development Traffic Distribution—Traffic Analysis Zone 41..............................92 Figure 71. Other Development Traffic Distribution—Traffic Analysis Zone 42..............................93 Figure 72. Other Development Average Daily Traffic Volumes......................................................94 Figure 73. Other Development Morning Peak Hour Intersection Turning Movement Volumes...95 Figure 74. Other Development Evening Peak Hour Intersection Turning Movement Volumes....96 Figure 75. Existing Plus Ambient Growth Plus Project Plus Cumulative Average Daily Traffic Volumes.........................................................................................................................97 Figure 76. Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour Intersection Turning Movement Volumes.....................................................................98 Figure 77. Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour Intersection Turning Movement Volumes.....................................................................99 Figure 78. General Plan Buildout Without Project Average Daily Traffic Volumes......................104 Figure 79. General Plan Buildout With Project Average Daily Traffic Volumes............................105 Figure 80. General Plan Buildout Without Project Morning Peak Hour Intersection Turning MovementVolumes....................................................................................................106 Figure 81. General Plan Buildout Without Project Evening Peak Hour Intersection Turning Movement Volumes....................................................................................................107 Figure 82. General Plan Buildout With Project Morning Peak Hour Intersection Turning MovementVolumes....................................................................................................108 Figure 83. General Plan Buildout With Project Evening Peak Hour Intersection Turning MovementVolumes....................................................................................................109 Figure 84. Circulation Recommendations.....................................................................................114 City of lake Elsinore Spyglass Ranch Traffic Impact Analysis (Revised) This revised report contains the traffic impact analysis for the proposed Spyglass Ranch project. The project site is located east of Camino Del Norte and adjacent to Elsinore Hills Drive in the City of Lake Elsinore. The approximately 260 acre project site is proposed to be developed with 453 single-family detached residential dwelling units and 422 multi-family attached residential dwelling units. The project site will have primary access to Elsinore Hills Drive and Camino Del Norte. The traffic report contains documentation of existing traffic conditions; traffic generated by the project, distribution of the project traffic to roads outside the project, and an analysis of future traffic conditions. Each of these topics is contained in a separate section of the report. The first section is "Findings", and subsequent sections expand upon the findings. In this way, information on any particular aspect of the study can be easily located by the reader. Although this is a technical report, every effort has been made to write the report clearly and concisely. To assist the reader with those terms unique to transportation engineering, a glossary of terms is provided within Appendix A. I. Findings This section summarizes the Existing traffic conditions, project traffic impacts, and the proposed mitigation measures. A. Definition of Deficiency and significant Impact The following definitions of deficiencies and significant impacts have been developed in accordance with the City of Lake Elsinore requirements: The definition of an intersection deficiency has been obtained from the City of Lake Elsinore General Plan. The General Plan states that peak hour intersection operations of Level of Service D or better are generally acceptable. Therefore, any intersection operating at Level of Service E to F will be considered deficient. B. Existing Traffic Conditions 1. The project site currently has an unoccupied single-family dwelling unit and is not generating significant traffic. 2. The study area intersections currently operate at acceptable Levels of Service during the peak hours for Existing traffic conditions, except for the following study area intersections that currently operate at unacceptable Levels of Service during the peak hours: 1-15 Freeway NB Ramps (NS) at: Main Street (EW)-#5 Summerhill Drive (NS) at: Railroad Canyon Road (EW)-#14 3. Traffic signals appear to currently be warranted at the following study area intersections for existing traffic conditions (see Appendix D): 1-15 Freeway SB Ramps (NS) at: Main Street(EW) -#2 1-15 Freeway NB Ramps (NS) at: Main Street(EW)-#5 2 C. Traffic Impacts 1. The approximately 260 acre project site is proposed to be developed with 453 single- family detached residential dwelling units and 422 multi-family attached residential dwelling units. The project site will have primary access to Elsinore Hills Drive and Camino Del Norte. 2. The proposed development is projected to generate a total of approximately 6,787 daily vehicle trips, 526 of which will occur during the morning peak hour and 678 of which will occur during the evening peak hour. 3. The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for Existing Plus Ambient Growth Plus Project traffic conditions, except for the following study area intersections that are projected to operate at unacceptable Levels of Service during the peak hours,without improvements: 1-15 Freeway SB Ramps (NS) at: Main Street(EW) -#2 Railroad Canyon Road (EW)-#3 1-15 Freeway NB Ramps(NS) at: Main Street(EW)-#5 Railroad Canyon Road (EW)-#6 Summerhill Drive (NS) at: Railroad Canyon Road (EW)-#14 The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for Existing Plus Ambient Growth Plus Project traffic conditions, with improvements. 4. A traffic signal is projected to be warranted at the following additional study area intersection for Existing Plus Ambient Growth Plus Project traffic conditions (see Appendix D): Camino Del Norte (NS) at: Main Street(EW)-#9 5. The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for Existing Plus Ambient Growth Plus Project Plus Cumulative traffic conditions, except for the following study area intersections that are projected to operate at unacceptable Levels of Service during the peak hours, without improvements: 1-15 Freeway SB Ramps (NS) at: Central Avenue SR-74(EW)-#1 Main Street(EW)-#2 Railroad Canyon Road (EW)-#3 3 1-15 Freeway NB Ramps (NS) at: Central Avenue SR-74(EW)-#4 Main Street(EW)-#5 Railroad Canyon Road (EW)-#6 Dexter Avenue (NS) at: Central Avenue SR-74(EW)-#7 Camino Del Norte (NS) at: Main Street(EW)-#9 Summerhill Drive (NS) at: Railroad Canyon Road (EW)-#14 The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for Existing Plus Ambient Growth Plus Project Plus Cumulative traffic conditions,with improvements. 6. The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for General Plan Buildout Without Project traffic conditions, with General Plan improvements. 7. Traffic signals are projected to be warranted at the following additional study area intersections for General Plan Buildout Without Project traffic conditions(see Appendix D): Camino Del Norte (NS) at: Elsinore Hills Drive (EW) -#10 La Strada (EW)-#11 Franklin Street(EW) -#12 8. The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for General Plan Buildout With Project traffic conditions, with General Plan improvements. 9. The assumed roadway construction phasing for each proposed development is depicted in Table 9. The project proportion of General Plan Buildout peak hour traffic contributed to the study area intersections is shown in Table 10. D. Mitigation Measures The following measures are recommended to mitigate the impact of the project on traffic circulation: 1. Site-specific circulation and access recommendations are depicted on Figure 84. 4 2. Construct Camino Del Norte from the west project boundary to the east project boundary at its ultimate cross-section width including sidewalk and parkway improvements in conjunction with development. 3. Construct Elsinore Hills Drive from the north project boundary to Camino Del Norte at its ultimate cross-section width including sidewalk and parkway improvements in conjunction with development. 4. Sight distance at the project accesses should be reviewed with respect to California Department of Transportation/City of Lake Elsinore standards in conjunction with the preparation of final grading, landscaping, and street improvement plans. 5. On-site traffic signing and striping should be implemented in conjunction with detailed construction plans for the project. 6. As is the case for any roadway design, the City of Lake Elsinore should periodically review traffic operations in the vicinity of the project once the project is constructed to assure that the traffic operations are satisfactory. 7. The project shall participate in the phased construction of the off-site intersection improvements through payment of established City of Lake Elsinore fees, participation in the Western Riverside Transportation Uniform Mitigation Fees program, payment of the project's fair share traffic contribution, assessment district and/or community facilities district financing, and construction of off-site facilities under appropriate fee credit agreements. S. The project shall participate in the fair share traffic contribution of the Project Study Report for the 1-15 Freeway/Main Street interchange. 9. To ensure that off-site roadway improvements are provided in conjunction with each development phase, the following development monitoring requirements should be followed throughout the study area: a. Traffic impact reports shall be required with submittal of tentative tract maps or plot plans as required by the City of Lake Elsinore. b. The required format for each traffic impact report will be determined by the City of Lake Elsinore. The required format will include evaluation of peak hour conditions at the intersections significantly impacted by each phase of development. C. If an impacted intersection is estimated to exceed the City of Lake Elsinore Level of Service standards, then the appropriate link and intersection improvements shall be required to be presented for City of Lake Elsinore staff review. d. The improvements needed to maintain the City of Lake Elsinore Level of Service standards will be required to be in place or fully funded and scheduled for construction prior to occupancy of the relevant development phase. 5 II. Project Description This section discusses the project's location and proposed development. Figure 1 shows the project location map and Figure 2 illustrates the site plan. A. Location The project site is located east of Camino Del Norte and adjacent to Elsinore Hills Drive in the City of Lake Elsinore. B. Proposed Development The approximately 260 acre project site is proposed to be developed with 453 single-family detached residential dwelling units and 422 multi-family attached residential dwelling units. The project site will have primary access to Elsinore Hills Drive and Camino Del Norte. The following describes the proposed land uses from a traffic engineering viewpoint: Single-Family Detached Residential: The primary market for these units will be families with children. As a result, peak traffic volumes will occur during home-to-work and work-to- home trips. Child-related trips such as home-to-school or home-to-Little League are also a significant factor in the daily trip generation, but they have a smaller influence on peak hour volumes. Multi-Family Attached Residential: Peak traffic volumes occur in the morning and evening when inhabitants are going to and from work. Mid-day volumes are often shopping oriented or child related, such as home-to-school and home-to-Little League. 6 Figure 1 Project Location Map , i , , Site o� rStreet \� r- -r---------------------------J Q) Fr W ee ay KUNZMAN ASSOCIATES, INC. 3640d/1 OVER 30 YEARS OF EXCELLENT SERVICE 7 Figure 2 Site Plan G t� rf f � ����.. Z. rT.i 1M1w FAJ f� r 't 1 L� KUNZMAN ASSOCIATES, INC. 3640d/2 OVER 30 YEARS OF EXCELLENT SERVICE III. Existing Traffic Conditions The traffic conditions as they exist today are discussed below and illustrated on Figures 3 to 10. A. Study Area Pursuant to discussions with City of Lake Elsinore staff, the study area includes the following intersections: 1-15 Freeway SB Ramps (NS) at: Central Avenue SR-74(EW)-#1 Main Street(EW) -#2 Railroad Canyon Road (EW)-#3 1-15 Freeway NB Ramps (NS) at: Central Avenue SR-74 (EW) -#4 Main Street(EW) -#5 Railroad Canyon Road (EW)-#6 Dexter Avenue (NS) at: Central Avenue SR-74(EW)-#7 Cambern Avenue (NS) at: Central Avenue SR-74 (EW) -#8 Camino Del Norte (NS) at: Main Street(EW)-#9 Elsinore Hills Drive (EW)-#10 La Strada (EW)-#11 Franklin Street(EW) -#12 Summerhill Drive (NS) at: Canyon Estates Drive (EW)-#13 Railroad Canyon Road (EW)-#14 B. Existing Travel Lanes and Intersection Controls Figure 3 identifies the existing roadway conditions for study area roadways. The number of through lanes for existing roadways and the existing intersection controls are identified. C. Existing Average Daily Traffic Volumes Figure 4 depicts the existing average daily traffic volumes. The existing average daily traffic volumes have been obtained from the 2005 Traffic Volumes on California State Highways by the California Department of Transportation, traffic counts obtained by Kunzman 9 Associates, Inc., and factored from peak hour counts (see Appendix C) obtained by Kunzman Associates, Inc. using the following formula for each intersection leg: PM Peak Hour(Approach Volume+ Exit Volume)x 12= Leg Volume. This is a conservative estimate and may over estimate the average daily traffic volumes. The existing traffic volumes used are consistent with those used in the City of Lake Elsinore General Plan Update. Older traffic counts have been factored up to existing (2006) traffic conditions and have been adjusted for flow conservation. D. Existing Intersection Delay The technique used to assess the capacity needs of an intersection is known as the Intersection Delay Method (see Appendix D). To calculate delay, the volume of traffic using the intersection is compared with the capacity of the intersection. The existing delay and Level of Service for intersections in the vicinity of the project are shown in Table 1. Existing delay is based upon manual peak hour intersection turning movement counts obtained by Kunzman Associates, Inc. (see Figures 5 and 6). The existing traffic volumes used are consistent with those used in the City of Lake Elsinore General Plan Update. Older traffic counts have been factored up to existing (2006) traffic conditions and have been adjusted for flow conservation. Traffic count worksheets are provided in Appendix C. There are two peak hours in a weekday. The morning peak hour is between 7:00 AM and 9:OO AM, and the evening peak hour is between 4:00 PM and 6:00 PM. The actual peak hour within the two hour interval is the four consecutive 15 minute periods with the highest total volume when all movements are added together. Thus, the evening peak hour at one intersection may be 4:45 PM to 5:45 PM if those four consecutive 15 minute periods have the highest combined volume. The study area intersections currently operate at acceptable Levels of Service during the peak hours for Existing traffic conditions, except for the following study area intersections that currently operate at unacceptable Levels of Service during the peak hours: 1-15 Freeway NB Ramps (NS) at: Main Street(EW)-#5 Summerhill Drive (NS) at: Railroad Canyon Road (EW)-#14 Existing delay worksheets are provided in Appendix D. E. Traffic Signal Warrant Analysis Traffic signals appear to currently be warranted at the following study area intersections for existing traffic conditions(see Appendix D): 10 1-15 Freeway SB Ramps (NS) at: Main Street(EW)-#2 1-15 Freeway NB Ramps(NS) at: Main Street(EW)-#5 F. Existing City of Lake Elsinore General Plan Circulation Element Figures 7and 8 show the currently adopted and proposed City of Lake Elsinore General Plan Circulation Element, respectively. Existing and future roadways are included in the Circulation Element of the General Plan. The currently adopted and proposed City of Lake Elsinore General Plan roadway cross-sections are illustrated on Figures 9 and 10, respectively. G. Transit Service The study area is currently served by the Riverside Transit Agency Routes 7, 8, 22,and 40. 11 Table 1 Existing Intersection Delay and Level of Service Intersection Approach Lanes' Peak Hour Traffic Northbound Southbound Eastbound Westbound Delay(Secs.)-LCS2 Intersection Contro13 L T R L T R L T R L T R Morning Evening 1-15 Freeway SB Ramps(NS)at: Central Avenue SR-74(EW)-#1 TS 0 0 0 1 0 1 0 2 1 1 2 0 20.8-C 25.0-C Main Street(EW)-#2 CSS 0 0 0 1 0 1 0 1 1 1 1 0 12.6-13 13.6-13 Railroad Canyon Road(EW)-#3 TS 0 0 0 1.5 0 0.5 0 2 1 1 1 2 0 30.4-C 50.1-D 1-15 Freeway NB Ramps(NS)at: Central Avenue SR-74(EW)-#4 TS 1 0 1 0 0 0 1 2 0 0 2 1 20.2-C 28.5-C Main Street(EW)-#5 CSS 0 1 0 0 0 0 1 1 0 0 1 0 35.8-E 30.8-D Railroad Canyon Road(EW)-#6 TS 0.5 0 1.5 0 0 0 1 2 0 0 2 1 24.2-C 28.3-C Dexter Avenue(NS)at: Central Avenue SR-74(EW)-#7 TS 1 1 0 1 1 1 1 2 1 1 3 0 27.6-C 26.7-C Cambern Avenue(NS)at: Central Avenue SR-74(EW)-#8 TS 1 1 0 0 1 1 2 2 0 1 1 2 1 23.6-C 20.1-C Camino Del Norte(NS)at: Main Street(EW)-#9 CSS 0 1 0 0 1 1 1 0 1 0 0 0 8.9-A 9.5-A Franklin Street(EW)-#12 CSS 0 1 0 0 1 0 0 1 0 0 0 0 10.4-B 11.5-B Summerhill Drive(NS)at: Canyon Estates Drive(EW)-#13 TS 1 2 0 1 2 0 1 1 0 1 1 0 17.7-13 18.7-13 Railroad Canyon Road(EW)-#14 TS 1 2 2 1 1 1 1 1> 1 2 2 0 1 1 3 0 1 43.8-D I 81.2-F 1 When a right turn lane is designated,the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. L=Left;T=Through;R=Right;>=Right Turn Overlap 2 Delay and Level of Service has been calculated using the following analysis software:Traffx,Version 7.9.0215(2008). Per the 2000 Highway Capacity Manual,overall average intersection delay and level of service are shown for intersections with traffic signal or all way stop control. For intersections with cross street stop control,the delay and level of service for the worst individual movement(or movements sharing a single lane)are shown. 3 TS=Traffic Signal;CSS=Cross Street Stop 12 Figure 3 Existing Through Travel Lanes and Intersection Controls P, 4D 2U`�c` 3D 7 g OCo'i�j6 �I 5 4 0 D % %^4 6D ._ 1 aP��P^ `q�P� 2U9`O 2U�`P 2nd Street Bella Vista P ,J GP 2U 4D lS� 2U Street"A" o� ` � � yT a01 2U P`LdL --- ------s--Street���,�- �aa%' STOP o / `1 6D 20 Site of L=t 2U 9 - street - 2U -� i � �r------ -- Main 2 `. i ��• Street ti 10 \ Canyon Estates 4D 2D �`. I Drive �J h�o 6D 11/ Franklin 2U 12 Legend Street 2U oP 0 =Traffic Signal 2U toQ zu 130 Railroad Canyon STOP=Stop Sign 4D 2U Road 4 =Through Travel Lanes D =Divided 5D U =Undivided 14 Grape > =Right Turn Overlap Auto Center 0 Street Drive 6D 1 �0 2 �0 2-�-�-1 — 1� 1� 3 =0 4 5 0 6 1 7 Q-, 0 6 4 1 0 0 4-2 0 0 0 4-2 4-1 4-2 4-3 4-2 alb -i a -0 4 �0 al �b5-0 ;�-� I o-l �b -1 0� 41T (� ts41T1� 1� 41T � 4IT� 1- 4IT (° 2 41T (° 2-� 000 2--t> 1-Do 0 2-Du?o 2 2-D --o 1 0 a 0 0 0� 9 41-0 10 11 LO 12 0 13 14 =0 4-0 4-0 0 0 0 4-0 0 0 4-0 46 4-3 �F-o ro -0 41bb -0 0- o�0 0-D o00 0-0 o00 1 1-p �No 2-1 1�, 0 0 0 a 0 a 0 3640d/3 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS OF EXCELLENT SERVICE 13 Figure 4 Existing Average Daily Traffic Volumes 25.7 PJ�� �t 1� 2.8 ` 0.2 1 7.4 / 110.0 33.9 .6P,) 32.8 36. P `j`e 2nd Street Bella Vista 6.1 �GP � � Ifw!;� lS� "" 10.0 Street A '- �P o 1�yr \ -- ------ --Street"C' ; a 122.0 %o Site 81CU L Street 1.D" �-; i 3.0 L— � -� / 0.3 �--------- J-----'� �� Main �} i Street 4.3`�:` � 13.5 �` \ Canyon Estates �` Drive �J 126.0 % 1# Franklin 0.1 Street 9.7 7.2 7.6 Railroad Canyon 38.7 1.8 Road 5.4 30.1 16.3 Grape Auto Center 22.0 Street Drive 118.0 Legend 22.0 =Vehicles Per Day(1,000's) KUNZMAN ASSOCIATES, INC. 3640d/4 OVER 30 YEARS of EXCELLENT SERVICE 14 Figure 5 Existing Morning Peak Hour Intersection Turning Movement Volumes Jz 0C J �SaP1\ Lac 4 7 OP�� .9`P� r 1 P 9 �GP 4�) Bella Vista / 2nd Street i /� PSG J. ' „may P `v T4 N Street"A" Q1 i / f Y �Ll� - PP�dy �d�� -- ------ti--- Street"C Site o `- \�9 "L Street"D" ;t J. --------- J-----'- Main 2 `� �� r Street 10 Canyon Estates Drive hJ Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 295 112 0 1 4 0 g 2 m 1�h0 4-951 R o- 4-463 - 41 -223 4 ,--91 4 D O� � � ID D 0 s41 � ID 766 -0 o 0 0 °� 188 o 0 440 3 350-a o 0 0 0 718 0 0 0 V131 0 0 438 v P236 3 =0 n 4 �356 m 4-1 0 6 `z 764 7 `�218 u^o i109 � � � 6-537 4 � � b �023 4 s 059 4 � � b �066 4 � � b -1112 4 ,-929 0 �8 4 D 0—. � ` D 45— � � � � � D 193�' � `� IDD 276�' Ol � �413--0 o 0 0 922--0 �0 o a 723-D 973 eMo-219� 03 0� N 104�, 0 7B2 438 449 212 -7,---7 125 0 0 v 0 4 0 463 0 593 0 9 0 0 10 0 0 11 ^i0 0 12 4-0 0 13 2 d. 14 v `L57 ,3--o 4 �1b �0 4 a�bb �a 4 4b �0 4 e1 � b �40 4 4-149 4 6 2� D �149 4 D 0 � � `r � D 0 5 l D 49= 4� � � D 16�"� `� � D 143� 4� � � 0 0 0 0-D 3--0- L2 662-D �,`7m 8 a 0� 0 b 74�, 106 210-a 9 0 0 132 0 239 349 3640d/5 KUNZMAN AssocIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS of EXCELLENT SERVICE 15 Figure 6 Existing Evening Peak Hour Intersection Turning Movement Volumes �c P� 78 cd6 Pr 0 Bella Vista / 2nd Street I ( /� P `v II m �sr Street"A" o$ i I YT r� Ll� - �d4j --- ------- ----- ---- aD��• Street 'C' / o� 4. Site c� ;L L i g WL Street"D" —� i t---------� ----- >� Main 2 it i \O`� Street `4 10 \ et � Canyon Estates etc Drive c�J 6D % � Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 422 v 219 v 2 o Zp N al b 978 4- 4 4) � b 418 �2 F-54 4 905--D � � 10 269--0 452 a 262-a 0 0 1088v Ov F17 Ov 358v 131v 3 ^ �0 ^0 4 �222 aD �10 6 550 N 7 `�67 8 10 0 o 4-679 4-1116 M �0 2 4 1 b 0 3 4 b 4-7932 4 41 b 4-1058 4l b342B 4 � �0 4 �2 4 D 0� 70� � Tlo >) `� � D 189� O � lO D 158-1' T � D 93� � `� � 655-D o 0 o N 1191-D o o o M 1247-D ;5, o 1433-D m N 1 449-D0 a ' 0� 140�, r 6�0 1029365 0 791 0 247 12 145 v 0 v V 5 v 310 v 664 v 9 �p o 10 �0 0 12 rle?k- 0 13 m 21 t4 0 �71 4-0 d o N N 4-10 n 4-783 a-o 4 4 � b 4 4� � b -42 4 4l199-s � � � D 0� 4� `� � D 1j � D 86� � 364� Ol 0—Do 0 0 0 D000 0--0o 0 40 D ��� 01097� am°° 8 0 416 334 r° 343 13 0 187 0 623 766 364Od/6 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS or EXCELLENT SERVICE 16 Figure 7 Currently Adopted City of Lake Elsinore General Plan Circulation Element I I q _. #/ F woo— ors .°� 6 ~•o � � � � Rbg_�9 i xbl .Ywus, >4 __iJ_ vJL a[.mmcer SI r'sit 41. �� ..`',� Cy.,,, }•^ ' err y MA�ac�F�� is S arraer aerrras saero`Z rI �►'- EXISTING IN`PERCHANGES ♦ r" r t FUTURE INTERCHANGES FUTURE INTERCHANGES SOUAHM)NDONLY "Aux SPECIAL STUDY?POLICY AREA R- 0 SPHERE OF INFLUENCE Al RAxamA CrrY BOUNDARY FREEWAY J URBAN ARTERIAL-STATE HWY(6LANES,MROM) URBAN ARTERIAL(6•LANES FI-VR.O.W.) ^ i f V{ MA)OR(4-LANI£SIMO'R.(XW.) ♦���'6� SECONDARY(d-I.ANGS i 96'R.O.W:) COLLECTOR(2-LANES 16V R.O.W.) SPECIAL COLLECTOR CW�WAY SECONDARY(2-LADESIWR.O.W.) KUNZMAN ASSOCIATES, INC. Source:City of Lake Elsinore 3640d/7 OVER 30 YEARS of EXCELLENT SERVICE 17 Figure 8 Proposed City of Lake Elsinore General Plan Circulation Element Rt1E84S/so �?EST y �y _ .v. _ r� . ALVARADO S Y T t tSTRADA ,Q- fiy tfi 4 �" f S tt tsH pR wog ' ' ao c a . i �D r 1 s 3 {xt ♦ 771 r E' N* �!► "G f �° LEMON � a .`r LEGEND• *MAUGMENTED URBAN ARTERIAL(8-LANES) *-!URBAN ARTERIAL(64-ANES 112ff R O.W.) >�MAJOR(4-LANES F 10(r R.O_W.) 0 1 SECONDARY(4-LAMES I W R.O.W_) COLLECTOR(2 LANES 168'R-ow) O—ODMQED COLLECTOR(2-LANES WITH POTENTIALAUGMENTED INTERSECTIONS C„jSPHERE OF INFLUENCE *SPECIAL STUDY NEEDED KUNZMAN ASSOCIATES, INC. y 3640d/8 Source:City of Lake Elsinore OVER 30 YEARS OF EXCELLENT SERVICE 18 Figure 9 Currently Adopted City of Lake Elsinore General Plan Roadway Cross-Sections 12V R.O.W. 106' ' 14'MEDIAN r � (twsEo} �,r�n•�»•�1r— r URBAN ARTOWWL HIGHWAY (RJJINE) 120•LOW s6• 7Y G 1Y�,1'�1Y t(RA 1 .4 lY DKE UNE Lgmm HElq�AY BIKE YR�� n116 + 1 LANE (6"N f 100•R.O.W. air 14'MEDIIW 10' � 6' 7S tY� (RAISED) �12• 1S W-70' Bum Mrs LANE W"HIGHWAY LANE (4LANE) W R.O.W. 7W 10' 6' D1�ii'�1t' +(pgWp)WE MKE �77'�,1' C 10' LANE SECOMMY HIGHWAY LANE (4-LAM Or R.O.W. I 48' 70' 12' 72' 10' COLLECTOR HNHHMAY (24AKI.) KUNZMAN ASSOCIATES, INC. Source:City of Lake Elsinore 3640d/9 OVER 30 YEARS of EXCELLENT SERVICE 19 Figure 10 Proposed City of Lake Elsinore General Plan Roadway Cross-Sections 73 I „o' 6' 6' 14' W 1 11' 12' 1Y r I 14' 6' 6' AUGMENTED URBAN ARTERIAL-STATE HIGHWAY (&LANE) 720' 6' 1 6' 6• 1 1Y 1 11' 11Y T T 1Y 7T 12' 6' 6' 6' BIKE MEDIAN INKE CANE (PA r-� UWE - L URBAN ARTERIAL HIGHWAY (S-LANE) 1W aro' 15' I ,2 1 14• 1 1Y 1 15 6' 51151 r-, BME ' MEDIAN LANE MAJOR HIGHWAY (44.ANE) 90' 7& 10' BIKE MEDIAN�11�71"-riLANE 10' SECONDARY HIGHWAY (4-LANE) 7W ��'M"""IN. Y W' 0 Y 7 ISED O AN PAINTED � SW DMDED COLLECTOR (2-LANE) Or COLLECTOR HIGHWAY (24 ANE) 60' 5' 4' 6' 1 12' P17 ' 121 ,2' 1 6' 4' LiL Ui�iT NEW SPECIAL ROADWAY (24AW) (PROPOSED FOR L"ESHORE DRIVE IN THE COUNTRY CLUB HEIGHT DMMCT) KUNZMAN ASSOCIATES, INC. y 3640d/10 Source:City of Lake Elsinore OVER 30 YEARS OF EXCELLENT SERVICE 20 IV. Project Traffic The approximately 260 acre project site is proposed to be developed with 453 single-family detached residential dwelling units and 422 multi-family attached residential dwelling units. The project site will have primary access to Elsinore Hills Drive and Camino Del Norte. In order to quantify the project land uses, the project has been divided into four(4) traffic analysis zones (see Figure 11). A. Trip Generation The traffic generated by the project is determined by multiplying an appropriate trip generation rate by the quantity of land use. Trip generation rates are predicated on the assumption that energy costs, the availability of roadway capacity, the availability of vehicles to drive, and our life styles remain similar to what we know today. A major change in these variables may affect trip generation rates. Trip generation rates were determined for daily traffic, morning peak hour inbound and outbound traffic, and evening peak hour inbound and outbound traffic for the proposed land uses. By multiplying the traffic generation rates by the land use quantities, the traffic volumes are determined. Table 2 exhibits the traffic generation rates. Table 3 shows the project peak hour volumes and project daily traffic volumes. The traffic generation rates are from the Institute of Transportation Engineers,Trip Generation, 8th Edition, 2008. The proposed development is projected to generate a total of approximately 6,787 daily vehicle trips, 526 of which will occur during the morning peak hour and 678 of which will occur during the evening peak hour. B. Trip Distribution Figures 12 to 15 contain the directional distributions of the Opening Year (2013) project traffic for the proposed land uses. Figures 16 to 19 contain the directional distributions of the General Plan Buildout project traffic for the proposed land uses. p 1 p p To determine the traffic distributions for the proposed project, peak hour traffic counts of the existing directional distribution of traffic for existing areas in the vicinity of the site, and other additional information on future development and traffic impacts in the area were reviewed. C. Trip Assignment Based on the identified traffic generation and distributions, Opening Year (2013) project average daily traffic volumes have been calculated and shown on Figure 20. Morning and evening peak hour intersection turning movement volumes expected from the Opening Year (2013) project are shown on Figures 21 and 22, respectively. 21 Based on the identified traffic generation and distributions, General Plan Buildout project average daily traffic volumes have been calculated and shown on Figure 23. Morning and evening peak hour intersection turning movement volumes expected from the General Plan Buildout project are shown on Figures 24 and 25, respectively. D. Modal Split The traffic reducing potential of public transit has not been considered in this report. Essentially the traffic projections are conservative in that public transit might be able to reduce the traffic volumes. 22 Table 2 Project Traffic Generation Rates' Peak Hour Morning Evening Land Use Units2 Inbound Outbound Total Inbound Outbound Total Daily Single-Family Detached Residential DU 0.19 0.56 0.75 0.64 0.37 1.01 9.57 Multi-Family Attached Residential DU 0.07 0.37 0.44 0.35 0.17 0.52 5.81 1 Source: Institute of Transportation Engineers,Trip Generation,8th Edition,2008,Land Use Categories 210 and 230. z DU=Dwelling Units 23 Table 3 Project Traffic Generation By Traffic Analysis Zone Traffic Peak Hour Analysis Morning Evening Zone Land Use Quantity Units' Inbound Outboundl Total Inbound Outbound I Total Daily 1 Multi-Family Attached Residential 79 DU 6 29 35 28 13 41 459 2 Single-Family Detached Residential 202 DU 38 113 151 129 75 204 1,933 3 Multi-Family Attached Residential 281 DU 20 104 124 98 48 146 1,633 4 Single-Family Detached Residential 251 DU 48 141 189 161 93 254 2,402 Multi-Family Attached Residential 62 DU 4 23 27 22 11 33 360 Subtotal 52 164 216 183 104 287 2,762 Total 875 DU 116 410 526 438 240 678 6,787 1 DU=Dwelling Units 24 Figure 11 Project Traffic Analysis Zone Map Street"C I - I i i O Site �0O o i ` w Stree Oi � I � I � i i I Fre away Legend 0=Traffic Analysis Zone Number �=Traffic Analysis Zone Boundary KUNZMAN ASSOCIATES, INC. 3640d/11 OVER 30 YEARS of EXCELLENT SERVICE 25 Figure 12 Opening Year (2013) Project Traffic Distribution - Traffic Analysis Zone 1 Jer 10% aP ec L 30% 5% rd�6Pr 5% /`P 2nd Street ^ Bella Vista I � will" 1s� Street"A" '- �P 50% 0 1 (yyT \ ey y Street C v _ a Site Street"D" rr---------J : a Main Street e � Canyon Estates �F Drive c�J 35% 15% Fran Street Railroad Canyon Road 5% Grape Auto Center Street Drive 30% Legend 10%=Percent To/From Project KUNZMAN AssoclATEs, INC. 3640d/12 OVER 30 YEARS of EXCELLENT SERVICE 26 Figure 13 Opening Year (2013) Project Traffic Distribution - Traffic Analysis Zone 2 J�o 5% �P ac G 5% 30% 5% rd 1 �6Pr 5% �1`P 2nd Street ( ^/�`—•`) Bella Vista ' ' 15% Street"A" 'to f �� o i lr..yT ---y- treet 15% —� r o Site p ;_ , L 65/o Street"D" � J / Main ` 1� I Street \`�� � Canyon Estates �Fe Drive 35% `% / 15% Fran Street Railroad Canyon Road 5% Grape Auto Center Street Drive 30% Legend 10%=Percent To/From Project KLINZMAN ASSOCIATES, INC. 3640d/13 OVER 30 YEARS of EXCELLENT SERVICE 27 Figure 14 Opening Year (2013) Project Traffic Distribution - Traffic Analysis Zone 3 J� ec P� 10% 30% 5% r ` 1" `�14P 2nd Street /� ,I Bella Vista is Street"A" o� ly. a P�dL r-- ----- Z treet C �4,aa� v . Site J. 90% wu treet"D" ; � r -------� J- i Main `- �� I - Street `�� �e Canyon Estates Drive c�J� 35% 20% Fran Street Railroad Canyon Road 5% Grape Auto Center Street Drive 30% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/14 OVER 30 YEARS of EXCELLENT SERVICE 28 Figure 15 Opening Year (2013) Project Traffic Distribution - Traffic Analysis Zone 4 �c J 30% 5% 10% d� /4P 2nd Street ^ `) Bella Vista 1 s S treet"A" P o � 1y.LT , ,. P a . �dL r-- ------ reet'& a Site C 90% L_eet"D" i , Main Street \ Canyon Estates �Fe Drive �J 35% 20% Fran Street Railroad Canyon Road 5% Grape Auto Center Street Drive 30% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/15 OVER 30 YEARS of EXCELLENT SERVICE 29 Figure 16 General Plan Buildout Project Traffic Distribution - Traffic Analysis Zone 1 10% 5 o ��aP �c 30% 1 15% r��►' «7 5% J 2nd Street ( ^ Bella Vista �s^ Street° "A" PP 50/ T Street'C" _�- `�� Site L 50% Street"D" � �r--------� ,J--, Main Street Canyon Estates �e Drive 10% Fran Street Railroad Canyon Road 5% 5°° Grape Auto Center Street Drive 30% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/16 OVER 30 YEARS of EXCELLENT SERVICE 30 Figure 17 General Plan Buildout Project Traffic Distribution - Traffic Analysis Zone 2 JP' ,eo 5% 5 o �caP �c 5% 30% 10% % 5%``�♦ r r�� IN % /`,•'I Bella Vista 5% 2nd Street i �l1 �rX, 15% Street"A" '— 0 1 (�YT treet'�C" � v 111 5%Site ° - �; =r -- 7016 \55% LStreet"D" —� °° i Main Jpig Street 10% Canyon Estates / Drive �J 10% Fran Street Railroad Canyon Road 5% Grape Auto Center 5 ° Street Drive 30% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/17 OVER 30 YEARS Of EXCELLENT SERVICE 31 Figure 18 General Plan Buildout Project Traffic Distribution - Traffic Analysis Zone 3 JQ' 0C PJ 50o Ica 1� c Q 10% 30% /P~q `� Bella Vista / 2nd Street ( /� �s'P Street"A" o i i l�yLT dL y treet"C" Site -_C o� __ 75% w treet"D" JI Main �p Street 15% Canyon Estates cc�et Drive �J 10% Fran Street 5'o Railroad Canyon Road 5% Grape Auto Center 5 Street Drive 30% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/18 OVER 30 YEARS of EXCELLENT SERVICE 32 Figure 19 General Plan Buildout Project Traffic Distribution - Traffic Analysis Zone 4 J� 0� J 5% c�aP1\ ec � 1 30% 0% 2nd Street Bella Vista � ( ^� co vI Street"A" '— P of T � s amp. dy reet Site _L- � - 75% 85% L�eet"D' — Main �. ��� 5% r \��\ Street 10% \ Canyon Estates F Drive c�J� 15% 10% Fran ' Street 5'o Railroad Canyon Road 5% 500 Grape Auto Center Street Drive 30% Legend 10%=Percent To/From Project 3640d/19 KUNZMAN ASSOCIATES, INC. OVER 30 YEARS of EXCELLENT SERVICE 33 Figure 20 Opening Year (2013) Project Average Daily Traffic Volumes J� 0.2 PJ2C `mac Q 0.3 0.2 0.3 Pi9 GP �7 / /�.`' Bella Vista 0.1 0.7 �e,� 1 2nd Street Street"A" '— 4 y CEO Streetm. Site L 0. 1 Street"D" Main *S.2 Street S 5 J� � 1 2 Canyon Estates �Fe Drive �J Franklin Street Railroad Canyon Road 0.3 0.3 Grape Auto Center Street Drive Legend 0.3 =Vehicles Per Day(1,000's) KUNZMAN ASSOCIATES, INC. 3640dJ20 OVER 30 YEARS of EXCELLENT SERVICE 34 Figure 21 Opening Year (2013) Project Morning Peak Hour Intersection Turning Movement Volumes J� �c PJ 7 8 cd 6 i 4 � 45'� � 1 • % /r� GP 2nd Street i ( Bella Vista GP � �J �S Street"A" >i I 'P o Lj i-YT`\ P♦L r-- ------�1---------; 0 i Street"C Site ,=:.C. ,♦ _t- 9 L street"D" � nr--------- - -----'� tea, Main 2 �4 \p�� Street `�;10 etr`� Canyon Estates Drive �J 6D �'11/ Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 2 0 38 1 0 m 2 =0 O O N *--a O O M � b a--0 4 b -169 4 L24 -- 0 0 240 00 J 00 7o 0 , 3 �0 0 4 4-11 5134 5 6 7 7 4 0 8 �0 ooN 4-0 000 4-8 rn 257 n o00 4-0 0�0 4-0 M 3 M 000 �0 4 41 � b '0 4 o-l � ba-0 4 0 4 a� � 6 ' 0 4 a� bb -3 4 a� � b D 0� D `� D 0� D 0� )' (D D 0= 0� o a a u' 5-D o 0 24--D o O 0--0 N 0 10--D o 0 �,- 0 047 0 0 53 0 420 104 o 0 o Oo 0 o 0 0 9 lt-0 0 10 d -369 9 11 0 0 12 �0 0 13 4�-0 0 14 �0 P? 0 4-0 002 4-0 �' o00 4-0 000 4-0 000 �0 4 I 4-7 al � b '0 4 4� � b '0 4 albb �o 4 4lbb �o 4 4� � b v0 4 D 103 41 � � D 0� 41Y � D 0� � `� D 05' 41 � � D 1-9, TT 0-Do 0-Do 0 0-Doo 0 0-fl000 d 24 D 0� 0 3 0 0� 369 0 0 0 0 D 3640d/21 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS of EXCELLENT SERVICE 35 Figure 22 Opening Year (2013) Project Evening Peak Hour Intersection Turning Movement Volumes P, �a 1 p 1 4 7 ♦� 2nd Street I ( /���• Bella Vista d �L Street„A,. o P d c a • Street C' �- 0 %o Site L 9 L Street"D" y5� ri----------J Main 2 ��� r' \O`� Street `�10 e� `� Canyon Estates Drive c�J 6D Franklin 4lll'% 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 10 v 144 v 1 2 00� 4-5 00 4-51 4) 1b �0 4 4� �, b '98 4 D 9 ^1 94� --- 0� 0 0-7;�, 0 0 0 0 14v Ov 0v 0v 26v Ov 3 `�0 4 4 5 5 �79 � 6 �26 � 7 4--0 8 �0 o o� 4-0 --- 4-5 o 0 4-149 o 0 0 4-0 o c�o 4-0 o 0 0 4-11 b �Q 4 4i � ba—o 4 4i � b . 0 4 4� � b �o 4 D 0s D 0 5 � � � D 0� � '�' � D 0� � `�' (� 0-D o00 19-fl ��� 238� ��� 14 0 0� 0� 0� 19� 0� 0 0 0 180 0 30 0 38v V39 Ov Ov 0v Ov9 Q 0 0 '1-216 11 �0 0 12 �0 0 13 �0 0 14 �0c�.^_o4-0 �Q4-Q o00 4-0 000 4-Q o00 4-26w al � bs0 4 �o 4 4� � b -0 4 4i � b �0 4 a1 �, b �0 4 4� � b -0 4 D 39--' T i � � D 0� � ` 10 D 0� � '� � D 0� 4� � (D D 0 s � `�0-po00 o0o 0 o00 0-po00 o Q-po00 14--0o378� 0� 0� 0� 0�, 0 266 0 0 0 0 0 0 3640d/22 KUNZMAN AssocIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS OF EXCELLENT SERVICE 36 Figure 23 General Plan Buildout Project Average Daily Traffic Volumes 0.1 Pie° 0.3 0.5 �6er � 4 OPT `.%% Bella Vista 0.1 0.3 ��'� 2nd Street ( I/I��� a I Street"A" \`20 cite �1 i L L j 'P L Street"D" �0.7 ; 4.4 � - -� ------_ a, J---- - Main #5.1 r Street 6 �4. � 10.8 \ Canyon Estates 0.7 �0.1 Drive Franklin 0.9 Street 0.6 0.3 Railroad Canyon Road 0.3 0.3 Grape Auto Center Street Drive Legend 0.3 =Vehicles Per Day(1,000's) KUNZMAN ASSOCIATES, INC. 3640d/23 OVER 3O YEARs of EXCELLENT SERVICE 37 Figure 24 General Plan Buildout Project Morning Peak Hour Intersection Turning Movement Volumes �c Lec 8 rd i 7 �6� 4 % r-� r 1 er �GP `7 9Ge / 2nd Street ( ( ^ Bella Vista Street"A" >�� �` o � Street"C / Site _� m. 9 LLL Street"D" �r---------I -----'�/ Main Stree 2 �� 10 Canyon Estates F� Drive 6D h° Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 0 330 1 2 �p o-lbb �0 4 4-41 ,p �123 4 D 2-� �o D 12 -0 0 0� 0 10 0 0o Oo 00 00 60 3 iit 4 5 "-114 m 6 4-0 0 7 0 0 8 4-0 New a 110 4 4�bb �o a al 4 al�b4—Q Interchange a 3 0-D o 0 o Design � 45--0 0-0 o 0 0 0� �o 0 0 0-p o N o 0� 0� 0 1 1 0 1n W-1 1� 30 360 780 460 55o Oo 21v O 4 0 0 10 �263 0 11 20 00 12 �0 0 13 �0 0 14 �6 oa-0 I �Ia-0 �o4-0 ' f"fI� 4-o a al4-0 a al � b �Q 4� b �0 4 a W 16 43 4 �, b �B 4 b 'D 7-0 4 E°I f Q °I I° Q °l (° Ij 1 T f � Q� ° T I° � Q� ° `�ao 0-Do N O--0o.n.n o o Q o0 o Q 0� 0� 21�, 0 264 1 13 16 0 6 0 6 n 0 3640d/24 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS of EXCELLENT SERVICE 38 Figure 25 General Plan Buildout Project Evening Peak Hour Intersection Turning Movement Volumes JQ' L�J g Cd 4 7 �6Pr q� / 2nd Street Bella Vista P ` 1 �s Street"A" ''� a ' Street"C =-l- �'i Site 8CA c m. ;.N 9 L Street"D" � --------- � . a, Main Street 10 e \ Canyon Estates �F �1� Drive �J 6D � % J. Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 0 - 1230 1 =0 2 12 �0 4-4 4 o--2a �72 4 E008 � � � 44-D --- �, 0 Ov V16170 Ov ov 220 3 �0 0 4 �68 v 6 20 0 7 ^-0 0 8 �0 New -0 4 -�b �n a ebb -0 4 � 4-0Interchange a-9 4 0 D O— � � ID Dj106- 31 � T � D 0�O -0 o 0 o DeSlgn o 0 0� o 0 0 -a o 0 00 a 0� 0 0 n 131 0 8 17 v 283 vr 26 v 32 0 0 v 12 v 9 100t-4 10 w 11 �0 - 12 �0 0 13 �0 0 14 �22 -" 0 o N o 4-0 N N4-0 4-0 0 04-0N 4� bb 41 � b �5 4 41 �b �o 4 4��b �o 4 4� � b �a 4 D 313"� � � D O� D 0� I T ( D 36� 4� �' �D D 0� � `� � D 041OO-D O D orn O D oNo O0268� 0� 0� 0 z 12� 0� 158 49 58 0 22 22 0 0 3640d/25 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS of EXCELLENT SERVICE 39 V. Existing Plus Ambient Growth Plus Project Traffic Conditions Once the project-related traffic is assigned to the existing street network and added to existing volumes and combined with areawide growth,the traffic impact can be assessed. Figures 26 to 28 illustrate the Existing Plus Ambient Growth Plus Project traffic conditions. A. Method of Projection To assess Existing Plus Ambient Growth Plus Project traffic conditions, project traffic is combined with existing traffic and areawide growth. The Opening Year for analysis purposes in this report is 2013. To account for areawide growth on roadways, traffic volumes have been calculated based on a 2.0 percent annual growth rate of existing traffic volumes over a seven (7) year period from 2006 to 2013. B. Existing Plus Ambient Growth Plus Project Average Daily Traffic Volumes Upon project completion and occupancy, the Existing Plus Ambient Growth Plus Project average daily traffic volumes are as illustrated on Figure 26. C. Existing Plus Ambient Growth Plus Project Intersection Delay The technique used to assess the capacity needs of an intersection is known as the Intersection Delay Method (see Appendix D). To calculate delay, the volume of traffic using the intersection is compared with the capacity of the intersection. The delay and Level of Service for Existing Plus Ambient Growth Plus Project traffic conditions have been calculated and are shown in Table 4. Existing Plus Ambient Growth Plus Project morning and evening peak hour intersection turning movement volumes are shown on Figures 27 and 28, respectively. The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for Existing Plus Ambient Growth Plus Project traffic conditions, except for the following study area intersections that are projected to operate at unacceptable Levels of Service during the peak hours, without improvements: 1-15 Freeway SB Ramps (NS) at: Main Street(EW)-#2 Railroad Canyon Road (EW) -#3 1-15 Freeway NB Ramps(NS) at: Main Street(EW) -#5 Railroad Canyon Road (EW)-#6 40 Summerhill Drive (NS) at: Railroad Canyon Road (EW)-#14 The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for Existing Plus Ambient Growth Plus Project traffic conditions, with improvements. Existing Plus Ambient Growth Plus Project delay worksheets are provided in Appendix D. D. Traffic Signal Warrant Analysis A traffic signal is projected to be warranted at the following additional study area intersections for Existing Plus Ambient Growth Plus Project traffic conditions (see Appendix D): Camino Del Norte (NS) at: Main Street (EW) -#9 41 Table 4 Existing Plus Ambient Growth Plus Project Intersection Delay and Level of Service Intersection Approach Lanes' Peak Hour Traffic Northbound Southbound Eastbound Westbound Delay(Secs.)-LOS2 Intersection Contro13 L T R L T R L T R L T R Morning Evening 1-15 Freeway SB Ramps(NS)at: Central Avenue SR-74(EW)-#1 TS 0 0 0 1 0 1 0 2 1 1 2 0 16.3-B 32.7-C Main Street(EW)-#2 -Without Improvements CSS 0 0 0 1 0 1 0 1 1 1 1 0 32.0-D 99.9-F° -With Improvements TS 0 0 0 1 0 1 0 1 1 1 1 0 5.7-A 9.7-A Railroad Canyon Road(EW)-#3 -Without Improvements TS 0 0 0 1.5 0 0.5 0 2 1 1 2 0 99.9-F 99.9-F -With Improvements TS 0 0 0 1.5 0 1_5 0 2 1 1 2 0 28.9-C 44.1-D 1-15 Freeway NB Ramps(NS)at: Central Avenue SR-74(EW)-#4 TS 1 0 1 0 0 0 1 2 0 0 2 1 24.3-C 39.1-D Main Street(EW)-#5 -Without Improvements CSS 0 1 0 0 0 0 1 1 0 0 1 0 99.9-F 99.9-F -With Improvements TS 0 1 0 0 0 0 1 1 0 0 1 0 20.5-C 19.0-B Railroad Canyon Road(EW)-#6 Without Improvements TS 0.5 0 1.5 0 0 0 1 2 0 0 2 1 99.9-F 99.9-F With Improvements TS 1_5 0 1.5 0 0 0 1 2 0 0 2 1 25.2-C 26.5-C Dexter Avenue(NS)at: Central Avenue SR-74(EW)-#7 TS 1 1 0 1 1 1 1 2 1 1 3 0 30.9-C 29.6-C Cambern Avenue(NS)at: Central Avenue SR-74(EW)-#8 TS 1 1 0 0 1 1 2 2 0 1 2 1 24.7-C 20.8-C Camino Del Norte(NS)at: Main Street(EW)-#9 -Without Improvements CSS 0 1 0 0 1 1 1 0 1 0 0 0 18.2-C 15.0-B -With Improvements TS 0 1 0 0 1 1 1 0 1 0 0 0 12.1-13 13.3-B Elsinore Hills Drive(EW)-#10 CSS 0 1 0 1 1 0 0 0 0 0 1 0 11.8-B 12.1-B Franklin Street(EW)-#12 CSS 0 1 0 0 1 0 0 1 0 0 0 0 10.8-B 12.3-B Summerhill Drive(NS)at: Canyon Estates Drive(EW)-#13 TS 1 2 0 1 2 0 1 1 0 1 1 0 18.0-B 20.0-B Railroad Canyon Road(EW)-#14 -Without Improvements TS 2 2 1 1 1 1> 2 2 0 1 3 0 56.3-E 99.9-F -With Improvements TS 2 2 1 1 1 1> 2 3 0 1 3 0 48.3-D 42.9-D 1 When a rightturn lane is designated,the lane can either be striped or unstriped.To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. L=Left;T=Through;R=Right;>=Right Turn Overlap;>>=Free Right Turn;1=Improvement 2 Delay and Level of Service has been calculated using the following analysis software:Traffix,Version 7.9,0215(2008). Per the 2000 Highway Capacity Manual,overall average intersection delay and level of service are shown for intersections with traffic signal or all way stop control. For intersections with cross street stop control,the delay and level of service for the worst individual movement(or movements sharing a single lane)are shown. 3 TS=Traffic Signal;CSS=Cross Street Stop °99.9-F=Delay High,Intersection Unstable,Level of Service F. 42 Figure 26 Existing Plus Ambient Growth Plus Project Average Daily Traffic Volumes 29.8 P,�c 3.2 Q 0.2 8.8 39.2 `6ior OP�� ♦q,P� r`j F'� 42. P,9 \4�0 ;7 / �) Bella Vista 37.8 7.7 `�°� 2nd Street Street"A" a Street'& 4. Site _c 4.2 1 Street"D" J�__� i �5.5 rr-------- J-----'�, Main +5.2 1 Street 10 4J%J 16.7 \ Canyon Estates �Fe Drive �J Franklin 0.1 Street 11.2 8.3 8.7 Railroad Canyon 44.817 7 2.1 Road 34.9 18.7 Grape Auto Center 253 Street Drive Legend 25.3 =Vehicles Per Day(1,000's) KUNZMAN ASSOCIATES, INC. 3640d/26 OVER 30 YEARS of EXCELLENT SERVICE 43 Figure 27 Existing Plus Ambient Growth Plus Project Morning Peak Hour Intersection Turning Movement Volumes 7 �;P^ 4 Bella Vista 2nd Street ( �� LA �S Street"A" Z 1 dy �� •s Street 'C' �o Site L ; 9 1 Street"D" ; � Main O`er Street `410 �\ Canyon Estates �Fe Drive hJ 6D Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 341 0 167 0 1 �0 &° 2 N id 4-1102 " `"O to �2256 4 lo a 0 884-D I 240-D O 506 402 8490 Oo Oo 0- 5110 3120 3 r o �0 0 4 �423 5 135 6 �886 7 m =251 8 �125 0 N o c 4-789 o 0 0 4-954 o 0 0 4-440 0 0 o a-1226 m 4-986 = N 4-1071 41 � b �s618 4 a� � bs0 4 al � b �0 4 al � b �o 4 41 �, b �132 4 a� � b �s 4 D 0� � 1 1 52� � � � 1 151�' � � � D 222— Ol D 317— 4l l0 D 271 475-D o 0 0 1065 -0 g o n 135 D o r 855 -0 m o„, 1119-D 993-D n 252� 0� •' 0� 0--e, 125�, 1� 0 900 550 0 517 0 297 8 186 0 104 0 0 0 4 0 532 0 682 0 9 0 4-0 0 10 0 0 2 4-069 M 11 0 0 0 4-0 0 12 '0 4-0 0 13 �2 14 al b � 4 alb lb s 4 o-1 �, ^"' 4- l 0 0 4 1s37 °° �0 4 41 � b .,a 4 41bb �4s 4 al � b �nt 4 D 123� 16 0- 41 1 � D 0� 4l T D 5-6 s' �' � D 18-s � �� m 185—D�� 0—D000 D� 000 O—> o 0 Dino a 3� mw� al 0-4& 85 a 122 241-a - 379 0 0 0 152 276 401 3640d/27 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS OF EXCELLENT SERVICE 44 Figure 28 Existing Plus Ambient Growth Plus Project Evening Peak Hour Intersection Turning Movement Volumes Lac 8 cd� � 4 7 �6er 00 �r1 q� I 2nd Street i ( /�` ,) Bella Vista N V.. 1S Street"A" T`\ o i Y Street Site ; C 9 L Street"D" -r---------J J---- >� Main 2 `Q Street 10 e \ Canyon Estates Drive �J 6D Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 495 v 396 0 1 2 410509- o 4-532 al s-342 4 b lo �160 4 1050--v-I ID D 403--0 -1 520 a 301 1265 v 0 0 0 0 0 438 0 150 0 12 3 n o� 4-781 4 o O o 4-12 8 5 0 0 0 4-312 6 0 0 0 4-6004 � 7 4-1 87 =' 8 "' 4-1228 �492 4 of � b �0 4 4� b b �0 4 4� � b 0 4 41 to 3-102 4 a� � b -2 4 D 0� � ` D 81� � � � D 133-5 � � � D 217� � `� (P D 182�' � `� (D D 107= � ` � 753--0 o 0 0 1389 -0 N o r 436-D o 0 1448-D o o 0 1648 -0 o u, `Q 1212-D - 224� `� 0 �, 0� " 0� 180� = 7�, A 0 1183 0 599 910 315 0 14 204 v 395 o O o 6 v 356 0 V 82 9 4-0 o tOooM �016 N 11 o00 4-0 0 12 �0 4-D o13NM^ 12 4-926 s-0 4 al � b �o 4 4 � b 0 4 4 � baa4ab �4a 4 �lz1 4 D 2685 � `� D 0 s' ' D D� T (� D 1� 4� `�' � D 99s � ^l tfl 0-D o No 0-D o00 0 D o00 0-D a�o 46-D�pZi� ��387 0 0-a 478 3 384�, 231 10 0 0 2i5 716 0 81 3640d/28 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS or EXCELLENT SERVICE 45 V1. Existing Plus Ambient Growth Plus Project Plus Cumulative Traffic Conditions Figures 29 to 77 illustrate the Existing Plus Ambient Growth Plus Project Plus Cumulative traffic conditions. A. Method of Proiection To assess Existing Plus Ambient Growth Plus Project Plus Cumulative traffic conditions, project traffic is combined with existing traffic, other development, and areawide growth. The Opening Year for analysis purposes in this report is 2013. To account for areawide growth on roadways, traffic volumes have been calculated based on a 2.0 percent annual growth rate of existing traffic volumes over a seven (7) year period from 2006 to 2013. B. Other Development Table 5 lists the proposed land uses for the other development (see Figure 29) obtained from the City of Lake Elsinore staff for Opening Year(2013)traffic conditions. Table 5 shows the daily and peak hour vehicle trips generated by the other development in the study area. Figures 30 to 71 contain the directional distribution and assignment of the other development traffic. Based on the identified traffic distributions for the other development on arterial highways throughout the study area, other development average daily traffic volumes are shown on Figure 72. Other development morning and evening peak hour turning movement volumes are shown on Figures 73 and 74, respectively. C. Existing Plus Ambient Growth Plus Proiect Plus Cumulative Average Daily Traffic Volumes Upon project completion and occupancy,the Existing Plus Ambient Growth Plus Project Plus Cumulative average daily traffic volumes are as illustrated on Figure 75. D. Existing Plus Ambient Growth Plus Proiect Plus Cumulative Intersection Delay The technique used to assess the capacity needs of an intersection is known as the Intersection Delay Method (see Appendix D). To calculate delay, the volume of traffic using the intersection is compared with the capacity of the intersection. 46 The delay and Level of Service for Existing Plus Ambient Growth Plus Project Plus Cumulative traffic conditions have been calculated and are shown in Table 6. Existing Plus Ambient Growth Plus Project Plus Cumulative morning and evening peak hour intersection turning movement volumes are shown on Figures 76 and 77, respectively. The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for Existing Plus Ambient Growth Plus Project Plus Cumulative traffic conditions, except for the following study area intersections that are projected to operate at unacceptable Levels of Service during the peak hours,without improvements: 1-15 Freeway SB Ramps (NS) at: Central Avenue SR-74 (EW) -#1 Main Street(EW)-#2 Railroad Canyon Road (EW)-#3 1-15 Freeway NB Ramps(NS) at: Central Avenue SR-74(EW)-#4 Main Street(EW)-#5 Railroad Canyon Road (EW)-#6 Dexter Avenue (NS) at: Central Avenue SR-74(EW)-#7 Camino Del Norte (NS) at: Main Street(EW)-#9 Summerhill Drive (NS) at: Railroad Canyon Road (EW)-#14 The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for Existing Plus Ambient Growth Plus Project Plus Cumulative traffic conditions, with improvements. Existing Plus Ambient Growth Plus Project Plus Cumulative delay worksheets are provided in Appendix D. 47 Table 5 Other Development Traffic Generation By Traffic Analysis Zone' Traffic Peak Hour Analysis Morning Evening Zone Project Land Use Quantity Units' Inbound Outbound Total Inbound I Outbound Total Daily 1 Porto Romano J 2 TT 31370(Tuscany Hills North) -- -- -- -- -- 3 TT 25473(Tuscany West) 4 TT 25475/33725 -- -- -- -- 5 TT25476/25477 Single-Family Detached Residential 70 DU 13 39 52 45 26 71 670 6 TT 25478/25479/30698/32129 Single-Family Detached Residential 8 DU 2 4 6 5 3 8 77 TT 34231/Fairfield Apartments 7 Costco/Lowe's Commercial Retail 418.823 TSF 226 142 368 775 838 1,613 17,230 Pass-By(30%) -68 -43 -111 -233 -251 -484 -5,169 Subtotal 158 99 257 542 587 1,129 12,061 8 Target Commercial Retail 150.000 TSF 122 78 200 393 426 819 8,840 Pass-By(30%) -37 -23 -60 -118 -128 -246 -2,652 Subtotal 1 85 55 140 275 298 573 6,188 9 Home Depot Home Improvement Store 140.377 TSF 91 77 169 161 182 343 4,183 Specialty Retail 62.12 TSF 45 30 75 74 94 168 2,753 Fast Food W/O Drive-Thru 6.0 TSF 158 105 263 80 77 157 4,296 Fast Food W/Drive-Thru 9.6 TSF 260 250 510 173 160 333 4,763 Quality Restaurant 12.9 TSF 5 5 10 65 32 97 1,160 Gas Station 16 FP 87 83 170 107 107 214 2,445 Pass-By(30%) -194 -165 -359 -198 -196 -394 -5,880 Subtotal 452 385 837 462 456 918 13,720 10 John Laing Homes Single-Family Detached Residential 506 DU 96 283 379 324 187 511 4,842 Multi-Family Attached Residential 1,449 DU ill 548 659 522 262 784 8,756 Golf Course 18 HOLES 32 8 40 22 28 50 643 Commercial Retail 117.0 TSF 105 67 172 333 362 695 7,521 Subtotal 344 906 1,250 1,201 839 2,040 21,762 11 TT 31390-93/31822-24/30812 Single-Family Detached Residential 2,501 DU 475 1,399 1,874 1,602 925 2,527 23,935 12 TT 28920-21/28859 Single-Family Detached Residential 577 DU 110 323 433 369 214 583 5,522 13 TT 30330 Single-Family Detached Residential 449 DU 85 251 336 287 166 453 4,297 14 TT 30040 Single-Family Detached Residential 231 DU 44 129 173 148 85 233 2,211 15 PP 17369/CUP 03404 Senior Housing-Attached 168 DU 7 7 14 12 7 19 585 Medical Offices 34.4 TSF 67 18 85 34 94 128 1,243 Assisted Living 80 BD 10 4 14 12 ll 23 219 Subtotal 84 A113 58 112 170 2,047 16 PP 18227 Health Club 20.8 TSF 11 15 26 43 41 84 685 17 PP 15519 Office 10.29 TSF 27 4 31 15 75 90 232 18 CUP 03398 Auto Care Center 20.24 TSF 39 21 60 34 34 68 19 CUP 03267R1 Pharmacy W/O Drive-Thru 16.7 TSF 32 22 54 70 70 140 1,504 Commercial Retail 20.0 TSF 36 23 59 104 113 217 2,386 Pass-By(25%) -17 -11 -28 -44 -46 -90 -973 Subtotal 51 34 85 130 137 267 21917 20 TT 28786-94 Single-Family Detached Residential 878 DU 167 492 659 561 324 885 8,402 TT 29861-62/30064/30554/ Single-Family Detached Residential 1,552 DU 295 870 1,165 993 575 21 5 1,568 14,853 29636/30142/31194 'The total year 2013 represents 60%of the total cumulative traffic,with the exception of the Costco/Lowe s,Home Depot Shopping Center,Lake View Villas,TT 32077,Wasson West,and TT 34249(Canyon Hills Estates(projects. A total of 100%of these project's trip generation has been assumed.In addition,the total represents 60%of the anticipated Ramsgate traffic consistent with their traffic study. DU=Dwelling Units;TSF=Thousand Square Feet;FP=Fueling Positions;BD=Beds;AC=Acres;RM=Rooms a No units will be built at our Opening year(2013). 48 Table 5(Continued) Other Development Traffic Generation By Traffic Analysis Zone' Traffic Peak Hour Analysis Morning Evening Zone Project Land Use quantity UnitS2 Inbound Outbound Total Inbound Outbound Total Daily 22 PP 15258 Church 48.7 TSF 19 16 35 17 16 33 444 Day Care Center 3.0 TSF 20 18 38 19 21 40 239 Subtotal 39 34 73 36 37 73 683 23 ICUP 03220 Park 4.61 AC 4 3 7 11 11 22 193 24 TT 31593 Single-Family Detached Residential 52 DU 10 29 391 33 19 52 498 25 TT 32013 _' 26 City Center Condos Multi-Family Attached Residential 144 DU 10 53 63 50 241 74 844 27 Lake View Villas Multi-Family Attached Residential 155 DU 11 57 68 54 26 80 908 28 Merrit&Luster Property Single-Family Detached Residential 60 DU 11 34 45 38 22 60 574 29 TT 31345/PP 18773/ Single-Family Detached Residential 121 DU 23 68 91 77 45 122 1,158 KB Homes/TT 32785 Multi-Family Attached Residential 96 DU 10 39 49 38 21 59 645 Subtotal 33 1071 140 115 66 181 1,803 30 PP 18751 High Turnover Sit-Down)Restaurant &959 TSF 42 38 801 46 30 76 885 31 PP 19918 Light Industrial 6.15 TSF 38 8 46 10 351 45 319 32 Tessera Single-Family Detached Residential 90 DU 17 50 67 58 33 91 861 33 Waterbury(Back Basin SP& Single-Family Detached Residential 2,407 DU 457 1,348 1,805 1,540 891 2,431 23,035 East Lake SP) Multi-Family Attached Residential 324 DU 32 133 165 130 71 201 2,177 Subtotal 489 1,481 1,970 1,670 962 2,632 25,212 34 Broadstone Riversedge Multi-Family Attached Residential 184 DU 18 75 93 74 40 114 1,236 35 Marina Village Multi-Family Attached Residential 94 DU 7 35 42 33 16 49 551 Watersedge Single-Family Detached Residential 170 DU 32 95 127 109 63 172 1,627 Multi-Family Attached Residential 360 DU 29 138 167 132 67 199 2,204 Office 54.6 TSF 102 14 116 24 116 140 837 Hotel 150 RM 51 33 84 47 41 88 1,226 Boat/Watercraft Dealers and Service 50.0 TSF 76 27 103 52 81 133 1,667 Mini-Warehousing(Boats/Watercraft) 76.0 TSF 7 5 12 10 10 20 190 Commercial Retail 89.6 TSF 90 57 147 280 303 583 6,323 Pass-By(12%) -46 -44 -90 -78 -82 -160 -1,689 Subtotal 348 360 708 609 615 1,224 12,936 36 Village at Lakeshore/TT 35024 Single-Family Detached Residential 104 DU 20 58 78 67 38 105 995 TT 33140 Multi-Family Attached Residential 238 DU 19 92 111 88 45 133 1,474 Subtotal 391 150 1891 155 831 238 2,469 37 La Laguna Estates/Alberhill Single-Family Detached Residential 2,141 DU 406 1,200 1,606 1,370 792 2,162 20,489 Ranch SP/TT 32786/1"T 31957 Multi-Family Attached Residential 258 DU 26 106 132 103 57 160 1,734 Commercial Retail 335.412 TSF 198 127 325 667 724 1,391 14,912 Subtotal 630 1,433 2,063 2,140 1,573 3,713 37,135 38 TT 32077 Single-Family Detached Residential 134 DU 25 75 100 86 50 136 1,282 39 Wasson West Single-Family Detached Residential 274 DU 1 52 153 205 175 101 276 2,622 40 TT 35123 Single-Family Detached Residential 480 DU 91 269 360 307 178 485 4,594 Golf Course 36 HOLES 63 17 80 44 55 99 1,287 Subtotal 1541 286 440 351 233 584 5,881 41 TT 34249(Canyon Hills Estates) Single-Family Detached Residential 302 DU 57 169 226 193 112 305 2,890 Canyon Hills Single-Family Detached Residential 2,700 DU 513 1,512 2,025 1,728 999 2,727 25,839 Multi-Family Attached Residential 1,575 DU 158 646 804 630 347 977 10,584 Subtotal 728 2,327 3,0551 2,551 1,458 4,009 39,313 42 TT 31792 Single-Family Detached Residential 63 DU 12 35 471 40 23 63 603 Total(2013)z i i3,059 6,644 9,703 8,652 6,098 14,750 151,559 'The total year 2013 represents 60-A of the total cumulative traffic,with the exception of the Costco/Lowe's,Home Depot Shopping Center,Lake View Villas,Tr 32077,Wasson West,and TT 34249(Canyon Hills Estates(projects. A total of 100%of these project's trip generation has been assumed.In addition,the total represents 60%of the anticipated Ramsgate traffic consistent with their traffic study. 'DU=Dwelling Units;TSF=Thousand Square Feet;FP=Fueling Positions;BD=Beds;AC=Acres,RM=Rooms 3 No units will be built at our Opening Year(2013). 49 Table 6 Existing Plus Ambient Growth Plus Project Plus Cumulative Intersection Delay and Level of Service Intersection Approach Lanes' Peak Hour Traffic Northbound Southbound Eastbound Westbound Delay(Secs.)-LOS Intersection Contro13 L T R L T R L T R L T R Morning Evening 1-15 Freeway SB Ramps(NS)at: Central Avenue SR-74(EW)-#1 -Without Improvements TS 0 0 0 1 0 1 0 2 1 1 2 0 99.9-F4 99.9-F -With Improvements TS 0 0 0 1.5 0 1.5 0 2 1 2 2 0 16.5-B 38.5-D Main Street(EW)-#2 Without Improvements CSS 0 0 0 1 0 1 0 1 1 1 1 0 76.2-F 99.94 With Improvements TS 0 0 0 1 0 1 0 1 1 2 1 0 15.5-B 22.9-C Railroad Canyon Road(EW)-#3 Without Improvements TS 0 0 0 1.5 0 0.5 0 2 1 1 2 0 99.9-F 99.9-F With Improvements TS 0 0 0 2_5 0 1_5 0 3 1 2 3 0 19.8-B 22.2-C 1-15 Freeway NB Ramps(NS)at: Central Avenue SR-74(EW)-#4 Without Improvements TS 1 0 1 0 0 0 1 2 0 0 2 1 47.8-D 99.9-F With Improvements TS 2 0 1>> 0 0 0 1 2 0 0 2 1 17.6-B 35.3-D Main Street(EW)-#S Without Improvements CSS 0 1 0 0 0 0 1 1 0 0 1 0 99.9-F 99.9-F With Improvements TS 1 0 1 0 0 0 1 1 0 0 1 1 34.5-C 22.5-C Railroad Canyon Road(EW)-#6 Without Improvements TS 0.5 0 1.5 0 0 0 1 2 0 0 2 1 99.9-F 99.9-F With Improvements TS 1_5 0 1.5 0 0 0 2 3 0 0 3 2 21.9-C 29.4-C Dexter Avenue(NS)at: Central Avenue SR-74(EW)-#7 Without Improvements TS 1 1 0 1 1 1 1 2 1 1 3 0 37.1-D 99.9-F With Improvements TS 1 1 1 1 1 1 1 3 1 1 3 1 32.3-C 36.0-D Cambern Avenue(NS)at: Central Avenue SR-74(EW)-#8 TS 1 1 0 0 1 1 2 2 0 1 2 1 28.2-C 34.1-D Camino Del Norte(NS)at: Main Street(EW)-#9 -Without Improvements CSS 0 1 0 0 1 1 1 0 1 0 0 0 46.6-E 28.8-D -With Improvements TS 0 1 0 0 1 1 1 0 1 0 0 0 23.9-C 23.5-C Elsinore Hills Drive(EW)-#10 CSS 0 1 0 1 1 0 0 0 0 0 1 0 10.6-B 15.8-B Franklin Street(EW)-#12 CSS 0 1 0 1 0 1 0 0 1 0 0 0 0 10.8-B 12.3-01 Summerhill Drive(NS)at: Canyon Estates Drive(EW)-#13 TS 1 2 0 1 2 0 1 1 0 1 1 0 18.1-B 20.3-C Railroad Canyon Road(EW)-#14 Without Improvements TS 2 2 1 1 1 1> 2 2 0 1 3 0 99.9-F 99.9-F With Improvements TS 2 2 1 2 1 2 1 2 3 1 1 1 3 0 49.9-D 45.5-D 3 When a right turn lane is designated,the lane can either be striped or unstriped.To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. L=Left;T=Through;R=Right;>=Right Turn Overlap;>>=Free Right Turn;1=Improvement 2 Delay and Level of Service has been calculated using the following analysis software:Traffix,Version 7.9.0215(2008).Per the 2000 Highway Capacity Manual,overall average intersection delay and level of service are shown for intersections with traffic signal or all way stop control.For intersections with cross street stop control,the delay and level of service for the worst individual movement(or movements sharing a single lane)are shown. 3 TS=Traffic Signal;CSS=Cross Street Stop °99.9-F=Delay High,Intersection Unstable,Level of Service F. 50 Figure 29 Other Development Traffic Analysis Zone Map 40 0 4 28 Je J ��o Q c � `%"~ 39 ~ 2nd Street ,/�,.• Bella Vista oil Street"A" '- , s d�dy s-- ------.y--Street'C" �aa/ Site °A ;c . Street"D" rr---------J -1-----'�/ Main Street \`�� O1 � Canyon Estates �Fe Drive Franklin Street 13 14 © Railroad Canyon 15 ® Road 0 OGrape 8 Auto Center Street Og Drive ®© 10 �9t`3�0 ©�3 23 KUNZMAN ASSOCIATES, INC. 3640d/29 OVER 30 YEARS oP EXCELLENT SERVICE 51 Figure 30 Other Development Traffic Distribution - Traffic Analysis Zone 1 No units will be built at our opening year(2013). Lac rd 1 �P q�P' GP 2nd Street i ^ ,) Bella Vista GP � v Street"A" P a ' Street Site Site ° ; C \ LL'� Street"D ---------- J�--�-----'' Main Street `.i�� � ` \ Canyon Estates F� Drive % , Franklin Street Railroad Canyon Road Grape Auto Center Street Drive KUNZMAN ASSOCIATES, INC. 3640d/30 OVER 30 YEARS of EXCELLENT SERVICE 52 Figure 31 Other Development Traffic Distribution - Traffic Analysis Zone 2 ecJe No units will be built at our opening year(2013). 2 �d I %6Pr4 Bella Vista / 2nd Street IJ. Street"A" >, a y �QO Street"C' / =1~ iA a Site ° ;_ J. - \�\ L Street"D - ---------- Main Street �e Canyon Estates Drive Franklin Street Railroad Canyon Road Grape Auto Center Street Drive KUNZMAN ASSOCIATES, INC. 3640d/31 OVER 30 YEARS of EXCELLENT SERVICE 53 Figure 32 Other Development Traffic Distribution - Traffic Analysis Zone 3 No units will be built at our opening year(2013). Q, rd� � .%0 Bella Vista / 2nd Street IL� O Nt Street"A" '—� S^P Cd Y, o , s•T N a � y ��O Street 'C / 4. i� m. a Site c i \ L"i Street"D" � Main ` ��� Street \`41 �e Canyon Estates Drive Franklin Street Railroad Canyon Road Grape Auto Center Street Drive KLINZMAN ASSOCIATES, INC. 3640d/32 OVER 30 YEARS of EXCELLENT SERVICE 54 Figure 33 Other Development Traffic Distribution - Traffic Analysis Zone 4 acJ� No units will be built at our opening year(2013). P, ^\ `ao Cd � `% .� OPT %9P� � ` ,'—� 2nd Street I ^, `1 Bella Vista if GP Street"A" '—I Street Site 8C1 \\ L Street"D' -� -r---------I Main J Street \`�� ` e � Canyon Estates �F Drive �J Franklin Street Railroad Canyon Road Grape Auto Center Street Drive KUNZMAN ASSOCIATES, INC. 3640d/33 OVER 30 YEARS of EXCELLENT SERVICE 55 Figure 34 Other Development Traffic Distribution - Traffic Analysis Zone 5 O 65%o� 30% Cd %z49, Bella Vista 5% 9Le 1 2nd Street i ( ^, 1 Street"A" L� _74\ �r-- ------ y - Street"C' O4. Site 14�\ Wi Street"D' J -S Ir-------- -J-----�� w Main i} Street \ Canyon Estates �tce Drive �J Fran Street Railroad Canyon Road Grape Auto Center Street Drive 30% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/34 OVER 30 YEARS of EXCELLENT SERVICE 56 Figure 35 Other Development Traffic Distribution - Traffic Analysis Zone 6 70% o� 30% •6P~o ` FP^9 �G� �7 / /yam-• Bella Vista 100 / 2nd Street i ( � Street"A" ' °'�� -- ------Z--Street"C" ' o Site L:I:. ; L Street"D" � �r--------� \ }� Main � p Street \`.ice \ Canyon Estates F Drive c�J Fran Street Railroad Canyon Road Grape Auto Center Street Drive 30% Legend 10%=Percent To/From Project KLINZMAN ASSOCIATES, INC. 3640d/35 OVER 30 YEARS of EXCELLENT SERVICE 57 Figure 36 Other Development Traffic Distribution - Traffic Analysis Zone 7 20% �P to 25% 100 77 do / Bella Vista 1000 / 2nd Street 10Ph�e Street"A" ► l�.yT4� Street %o Site Lzr `\\ I Street"D" ;��� i rr--------- J-----'�/ Main 1} Street �e Canyon Estates � Drive J Fran Street Railroad Canyon Road Grape Auto Center Street Drive 25% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/36 OVER 30 YEARS OF EXCELLENT SERVICE 58 Figure 37 Other Development Traffic Distribution - Traffic Analysis Zone 8 e 0 12% P 306 coca e 25% 2% rd -F OP+1P� 2%``��G t /r 2nd Street , Bella Vista 70% 1% GP 1 �J 1 %W. Street"A" '—� �� ------ 'y- Street Site �I i L L I LStreet"D" , � rr--------� J-----�� tea, I Main Street `J J Canyon Estates Drive `% i Fran ' Street Railroad Canyon Road Grape Auto Center Street Drive 25% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/37 OVER 30 YEARS or EXCELLENT SERVICE 59 Figure 38 Other Development Traffic Distribution - Traffic Analysis Zone 9 JycJ 12 P 3 o 25% 2% �d .6d,0 G O Od�l`Pr 2%9 9I, 2nd Street ( /�, Bella Vista 70% 1% 4P Street"A" '- Street v4. Site i LL'L Street"D" LIE � �r-------- J -J----�--' tea, Main i Street \`�J Canyon Estates F Drive c�J `% i Fran Street Railroad Canyon Road Grape Auto Center Street Drive Ic 25 Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/38 OVER 30 YEARS of EXCELLENT SERVICE 60 Figure 39 Other Development Traffic Distribution - Traffic Analysis Zone 10 sec 24% 1 �`Pr0 h /GP 2nd Street �� ^ `) Bella Vista GP � � 7 %„��,1 SSA' Street"A" •-- Is ^P -- ------Z-- Street '�C' �o Site \ Wi Street"D" ;L—L�7n �r--------J Main I� r --- \O4. Street `4 A � Canyon Estates �� 1% Drive �J Franklin Street Railroad Canyon Road 2°o 10% Grape Auto Center Street Drive 2% 10% 2% 10 Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/39 OVER 30 YEARS of EXCELLENT SERVICE 61 Figure 40 Other Development Traffic Distribution - Traffic Analysis Zone 11 �c J `mac 15% Cd� i .6Pr �-7 2nd Street Bella Vista / i ( ^� �) Street"A" o i LT`\ Street'�C" ?o Site `c ; \ � R\ W�Street"D" ;�_� � �r---------1 Main +i Street `4 J Canyon Estates Fe Drive �J� 1 % i Franklin Street Railroad Canyon Road 30% Grape Auto Center Street Drive 15% Legend 10%=Percent To/From Project KUNZMAN AssoclATEs, INC. 3640d/40 OVER 30 YEARS of EXCELLENT SERVICE 62 Figure 41 Other Development Traffic Distribution - Traffic Analysis Zone 12 �c w�aP1� Lec 15% %% • ~9� / 2nd Street Bella Vista i ( /�� iw t[ 1 ' �L �S Street"A" �4 dy S Street a Site L c \\ L Street"D" �r---------1 J-----'�/ Main ` �� Street \`ate \X\O e Canyon Estates etc Drive hJ Franklin Street Railroad Canyon Road 35% Grape Auto Center Street Drive 5% 15% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/41 OVER 30 YEARS OF EXCELLENT SERVICE 63 Figure 42 Other Development Traffic Distribution - Traffic Analysis Zone 13 �c 10% Bella Vista / 2nd Street v Street"A" of P ' �d d7j---- ------ ------ y �QO v Street Site �\ Wi Street"D" �----------J Main Street Canyon Estates �F Drive 5J Franklin Street 13 Railroad Canyon Road 30% Grape Auto Center Street Drive 5% 15% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/42 OVER 30 YEARS of EXCELLENT SERVICE 64 Figure 43 Other Development Traffic Distribution - Traffic Analysis Zone 14 �e �c J <a^tx 10% do / �6Pr r`J r ` Bella Vista Z, / 2nd Street I 1 sr, Street"A" �P -Street 2a Site 81 ; �\ w�Street"D" �----------J Main �. �� i \�<• Street Canyon Estates �F Drive �o Franklin Street 14 Railroad Canyon Road 20 Grape Auto Center Street Drive 10% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/43 OVER 30 YEARS of EXCELLENT SERVICE 65 Figure 44 Other Development Traffic Distribution - Traffic Analysis Zone 15 J� �c 10% `6Pr� h Bella Vista / 2nd Street "A"Street7 1-i s� LyYT`\ Qo Street"C' ,moo Site L -r---------J -J--,--'� Main Street Canyon Estates �e Drive .� , Franklin Street Railroad Canyon Road 30% Grape Auto Center Street D rive % 10% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/44 OVER 30 YEARS OF EXCELLENT SERVICE 66 Figure 45 Other Development Traffic Distribution - Traffic Analysis Zone 16 J� �c P Cd � Bella Vista / 2nd Street i Street"A" Street 'C ;moo Site L ;%' 'L Street"D" Main `\ Street Canyon Estates Drive �J Franklin Street Railroad Canyon Road �� 15% �J Grape Auto Center Street Drive 10% 5% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/45 OVER 30 YEARS OF EXCELLENT SERVICE 67 Figure 46 Other Development Traffic Distribution - Traffic Analysis Zone 17 J� 0� J 10% OPT/Pr ♦9``e" (` r/�.`` q�P� 2nd Street ^ Bella Vista GP IL �S Street"A" F-- ------------ dy '%h y Street O v ;2o Site . ic. Street"D" �r-------- � Main Street Canyon Estates Drive �J Franklin Street Railroad Canyon Road 20% Grape Auto Center Street Drive 5% 5% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/46 OVER 3O YEARS of EXCELLENT SERVICE 68 Figure 47 Other Development Traffic Distribution - Traffic Analysis Zone 18 J� 2C J �taP1� L�� Q 5% �6P~4 r`� Bella Vista �� / 2nd Street , � v ]I is Street"A" Z i yT ------ ------ - Street Qp v Site c � L Street"D" ;�7 _ � ---J Main `� �� \p�� Street `J� � `� 0 Canyon Estates Drive �J `. J. Franklin Street Railroad Canyon Road 20% Grape 18 Auto Center Street Drive 5% 5% 5% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/47 OVER 30 YEARS of EXCELLENT SERVICE 69 Figure 48 Other Development Traffic Distribution - Traffic Analysis Zone 19 �c P, `moo -IF �P~ INN �7 / �) Bella Vista q� / 2nd Street i ( i 1 Street"A" '— P y aQo Street C / CU Site \\ L Street"D" Main � f Street �e Canyon Estates Drive `% i Franklin Street Railroad Canyon Road 10% Grape Auto Center Street 19 Drive 10% Legend 10%=Percent To/From Project KUNZMAN AssoclATEs, INC. 3640d/48 OVER 30 YEARS or EXCELLENT SERVICE 70 Figure 49 Other Development Traffic Distribution - Traffic Analysis Zone 20 �c P, 10% /�4P 2nd Street j� ^ Bella Vista 4P Street"A" Tidy �� -- ------ - Street'C" eQ � — a %o Site c \ wL Street"D" ; � Main Street Canyon Estates �� 5% Drive �J Franklin Street Railroad Canyon Road 30% Grape Auto Center Street Drive 5% 0 10% Legend 10%=Percent To/From Project KLINZMAN ASSOCIATES, INC. 3640d/49 OVER 30 YEARS of EXCELLENT SERVICE 71 Figure 50 Other Development Traffic Distribution - Traffic Analysis Zone 21 J� J w�aP1� 10% C P^ ,�`�° � 7 ) Bella Vista 9`e / 2nd Street "' f i (will"� Street"A" D i l l yyT P Street 1b I ?o Site `C ; LL' Street"D" - _.) Main Street e \ Canyon Estates �F Drive �J Franklin Street Railroad Canyon Road 25% Grape Auto Center Street Drive 5% 10% Legend 10%=Percent To/From Project KUNZMAN AssoclATEs, INC. 3640d/50 OVER 30 YEARS of EXCELLENT SERVICE 72 Figure 51 Other Development Traffic Distribution —Traffic Analysis Zone 22 ec cd� � �6P�4 Bella Vista L / 2nd Street ( ^� P�GP 1s� Street"A" '- o f, a -- ------ .y--Street O v Site ; c �\ LLLStreet"D" �----------J ,�-----�� Main ` Street \`.ice �e Canyon Estates Drive �JF Franklin Street Railroad Canyon Road 5% Grape Auto Center Street Drive 5% 'EJ Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/51 OVER 30 YEARS of EXCELLENT SERVICE 73 Figure 52 Other Development Traffic Distribution - Traffic Analysis Zone 23 ec J sec Q 5% �6dr �P�q �4�0 1� / /y.•�� Bella Vista / 2nd Street t d s Street"A" '-�•o' IL a y y Street"C' Site ; x :k. \ Uii Street"D" rr--------J Main i} Street `41 t�`Q e Canyon Estates �F Drive �o Franklin Street Railroad Canyon Road 15% Grape Auto Center Street Drive 5% 5% Legend C» 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/52 OVER 30 YEARS of EXCELLENT SERVICE 74 Figure 53 Other Development Traffic Distribution - Traffic Analysis Zone 24 J� �c P� 0 e 25% 5% \ I10% �N�4P % 5% 2nd Street Bella Vista I �S Street"A" IL �P 10% ► (�S�T �dy r-- ------ --Street',C"-,� wt�Z5 Site 90% Street"D Main ` pk Street \`�� � Canyon Estates 5% Drive hJ 20% 35% `� � Fran Street Railroad Canyon Road 5% Grape Auto Center Street Drive 25% Legend 10%=Percent To/From Project KUNZMAN AssoclATEs, INC. 3640d/53 OVER 30 YEARS of EXCELLENT SERVICE 75 Figure 54 Other Development Traffic Distribution - Traffic Analysis Zone 25 No units will be built at our opening year(2013). `moo �d I ,6% Bella Vista G / 2nd Street �s ' Street"A" r 1. -EO- ------ Street'�C"-� %o Site \ LL'L Street"D" �----------J Main �� Street `4-j Canyon Estates F� Drive �J `. J. Franklin Street Railroad Canyon Road Grape Auto Center Street Drive KUNZMAN ASSOCIATES, INC. 3640d/54 OVER 30 YEARS OF EXCELLENT SERVICE 76 Figure 55 Other Development Traffic Distribution - Traffic Analysis Zone 26 Je J sec 25% `6�°� �% �P ♦% 2nd Street �� ^ `) Bella Vista GP �S Street"A" C, dy 'pE y Street Site x m. Street"D" Main Street r`, et ��. Canyon Estates R� 5% Drive �J Franklin Street Railroad Canyon Road 25 Grape Auto Center Street Drive 95% 25 15% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/55 OVER 30 YEARS OF EXCELLENT SERVICE 77 Figure 56 Other Development Traffic Distribution - Traffic Analysis Zone 27 Je �c J Lac 15% cd � �6P~4 OPT `9`P� r`� �Pr9`P IG�2nd Street i ( /� i, ,) Bella Vista �� t ai �S Street"A" '- -- ------ ------ y Street C) %o Site \ L Street"D" � -,y�� -r---------J a, Main Street Canyon Estates �F 5% ` Drive 5J `% i Franklin Street Railroad Canyon Road 20% Grape Auto Center Street Drive 90% 35% 15% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/56 OVER 30 YEARS of EXCELLENT SERVICE 78 Figure 57 Other Development Traffic Distribution - Traffic Analysis Zone 28 zs 80% 30% ,6P�0 oP ,q�P ►--i t- �„ Bella Vista 2nd Street 20% Street"A" >I -------y--Street" " o Site ; -c ` \ LO Street"D" ;L-Li-7n ----------�e-J-----'� Main �i X\ Street `J� � �� gt Canyon Estates �F Drive �J `. i Fran Street Railroad Canyon Road Grape Auto Center Street Drive 30% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/57 OVER 30 YEARS of EXCELLENT SERVICE 79 Figure 58 Other Development Traffic Distribution - Traffic Analysis Zone 29 J� Fib J rd 1 Bella Vista 9`P / 2nd Street a� s e Street"A" a �dy d�� -- ------ - Street'C" b Site �\ Street"D" ir---------J ----- �v Main ` �� `�\p�� Street \`J� et(� \ Canyon Estates Drive �J `% i Franklin Street Railroad Canyon Road 5% Grape Auto Center Street Drive 5% ® Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/58 OVER 30 YEARS OF EXCELLENT SERVICE 80 Figure 59 Other Development Traffic Distribution - Traffic Analysis Zone 30 ec a p, ec � L OP %q`� Bella Vista / 2nd Street 1 Street"A" >: �� s� LTA -- ------.y -Street' Siteo -c =� 'ai c 1 L=1 F i �\ Street"D" �---------J�J-----'� Main Street \`a� X\ �` et \ Canyon Estates Drive 5J Franklin Street 3% Railroad Canyon Road 5% 2% Grape Auto Center Street D rive 5% 10% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/59 OVER 30 YEARS OP EXCELLENT SERVICE 81 Figure 60 Other Development Traffic Distribution - Traffic Analysis Zone 31 �c Lac Q Cd I .6coh Bella Vista / 2nd Street ( /� �S Street"A" '- 1 117 �d r-- -------------- L �e0 Street Site O�' L c J/ \ 111E Street"D" e- rr---------J Main �4 Street J e Canyon Estates Drive �J .% J. Franklin Street 3% Railroad Canyon Road 5% 2% Grape Auto Center Street Drive 5% 10% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/60 OVER 30 YEARS of EXCELLENT SERVICE 82 Figure 61 Other Development Traffic Distribution - Traffic Analysis Zone 32 zc Lac 45% 2nd Street ( �, Bella Vista If Street"A" '•'—� f L L �dy '%aQO a Street Site L m. `\ u'L Street"D" �r--------� _J---- ;a Main Street `.% e Canyon Estates �F Drive �J 45% Franklin Street ©5% Railroad Canyon Road 5% Grape Auto Center Street Drive 5% 15% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/61 OVER 30 YEARS OF EXCELLENT SERVICE 83 Figure 62 Other Development Traffic Distribution - Traffic Analysis Zone 33 �c P, eta 1� `mac 19% �6P~4 • OP+ % �7 / j.•�' Bella Vista 1 Pao I 2nd Street �s ""Street A o j}y-7 a Street Site cl --C o i L Street"D" I Main I Street e Canyon Estates Drive 1 J � Franklin Street Railroad Canyon Road 4% 2% Grape Auto Center Street Drive 27% 2% 33 Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/62 OVER 30 YEARS of EXCELLENT SERVICE 84 Figure 63 Other Development Traffic Distribution - Traffic Analysis Zone 34 J� J 45% �d 1 Bella Vista / 2nd Street ( /� Street"A" o � y \T Street"C" �' a ?o Site ; LL' Street"D" ; - L� I�T n / Main Street 0 Canyon Estates �t°e Drive �J Franklin Street Railroad Canyon Road 5% Grape Auto Center Street Drive 15% 5% 30% 0 Legend 10%=Percent To/From Project KLINZMAN ASSOCIATES, INC. 3640d/63 OVER 30 YEARS of EXCELLENT SERVICE 85 Figure 64 Other Development Traffic Distribution - Traffic Analysis Zone 35 J� �c ��o Q 45% Bella Vista / 2nd Street � 1 Street"A" Street"C"- �-------- -7 tea, y , / O i o l Site C1 _ St � _� , w _ Street"D" c � � rr -- Main �� r ,\O r J �\ Street Canyon Estates �F Drive �J 45% Franklin I Street Railroad Canyon 5% Road 3 5% Grape Auto Center Street Drive 5% 30% 15% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/64 OVER 30 YEARS of EXCELLENT SERVICE 86 Figure 65 Other Development Traffic Distribution - Traffic Analysis Zone 36 5% P 5% a w� e� 15% % 0 OP ♦qGP Prq %\4P 1� / �) Bella Vista / 2nd Street I 35% P�409 If I J QJ Street"A" •'— y Street O v =1- �I'll i %o Site � �\ wi Street"D" ; _ -----------J Main Street Canyon Estates �Fe Drive �J Fran ' Street Railroad Canyon Road Grape Auto Center Street Drive 10% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/65 OVER 30 YEARS of EXCELLENT SERVICE 87 Figure 66 Other Development Traffic Distribution - Traffic Analysis Zone 37 5% �P 5% ca '7J � .6Pr 2nd Street ( �`� Bella Vista 10% GF' f f iW 1 1 1 1 ,L 1s Street"A.. a ' iidL �� -- ------ y--Street C" Site -c ; \ WL Street"D" i Main Street 14 �� Canyon Estates Drive �J .�` Franklin Street Railroad Canyon Road Grape Auto Center Street Drive Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/66 OVER 30 YEARS OF EXCELLENT SERVICE 88 Figure 67 Other Development Traffic Distribution - Traffic Analysis Zone 38 ,z �c P, 50 �c 15% cd� � %z49, 0 �Pr9� , 1 49 2nd Street ��( ^ � Bella Vista " eryGP e � � ! Street"A" 3 PeL d r-- ------ -- ---- a e Street"cl l �b� ;2o Site k e 70% � e �\ LStreet"D" j Main Street Canyon Estates Drive Franklin 50 Street Railroad Canyon Sao 65% Road 10% Grape Auto Center Street Drive 10% 10% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/67 OVER 30 YEARS of EXCELLENT SERVICE 89 Figure 68 Other Development Traffic Distribution - Traffic Analysis Zone 39 ,mac 2% 50 ° 7% 25/ 60% 60% � Bella Vista 1000 9`�'O 10/ 2nd Street I t Street"A" '—� �• .o� l jy.yT�\ ,. --- ------------- y Street v =. a %o Site ----------J Main ` p� Street �e Canyon Estates Drive 10% Fran Street Railroad Canyon Road Grape Auto Center Street Drive 25% Legend 10%=Percent To/From Project KUNZMAN Assoc1ATES, INC. 3640d/68 OVER 30 YEARS of EXCELLENT SERVICE 90 Figure 69 Other Development Traffic Distribution - Traffic Analysis Zone 40 40 15% J� 5% \� �d r IN 7 1000 9�P� 2nd Street i /� Bella Vista `P I 1 j s Street"A" � a Street"C" a�' O v Site CN ;%' \ L Street"D" � i J----------J Main Street \`.ice � e Canyon Estates Drive �J Franklin Street Railroad Canyon Road Grape Auto Center Street Drive Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/69 OVER 30 YEARS or EXCELLENT SERVICE 91 Figure 70 Other Development Traffic Distribution - Traffic Analysis Zone 41 �c Lac 10% Bella Vista / 2nd Street i IN ""Street A ,P o t 1�YT`\ -- ------ ---- -----�� aa,• d y Street eo — %o Site L ; \ L Street"D" ; � rIr--------- J---- Main `� 1} Street e \ Canyon Estates �F 4% Drive c�J Franklin Street 2� Railroad Canyon 1% Road 18% Grape Auto Center Street Drive 1% Legend 10%=Percent To/From Project 941- KUNZMAN ASSOCIATES, INC. 3640d/70 OVER 30 YEARS of EXCELLENT SERVICE 92 Figure 71 Other Development Traffic Distribution - Traffic Analysis Zone 42 75% J� 1 5� 30%5% Cd �z4p,��Pr9` 2nd Street ��( ^ Bella Vista 10% P�pP J Street"A" '—` I Street ?o Site u'( Street"D" ; . a i i� ��—, / �--------- J------ i Main Street e Canyon Estates �F Drive �J Fran Street Railroad Canyon Road Grape Auto Center Street Drive 30% Legend 10%=Percent To/From Project KUNZMAN ASSOCIATES, INC. 3640d/71 OVER 30 YEARS of EXCELLENT SERVICE 93 Figure 72 Other Development Average Daily Traffic Volumes 13.3 1\ Lac Q 0.9 1.9 1 1.s 22.7 �6P� 20. +�Pr GP '7 Bella Vista 16.5 1.7 q� 2nd Street Street"A" Site L� ; �P 0.6 wLree � Stt"D" Main #2.7 r �0k Street 2 7`J�, cX Canyon Estates Fe 4.4 Drive Franklin Street 1.4 Railroad Canyon 12.6 Road .6 11.5 2.1 Grape Auto Center 12 6 Street Drive Legend 12.6 =Vehicles Per Day(1,000's) KUNZMAN ASSOCIATES, INC. 3640d/72 OVER 30 YEARS of EXCELLENT SERVICE 94 Figure 73 Other Development Morning Peak Hour Intersection Turning Movement Volumes J� �c Lac 8 rd 4 9� I`P 2nd Street i�( /� `) Bella Vista P'GP J. s� Street"A" ' L e a Street C } =l: i i ;moo Site ;%' 9 L street"D" ZJIZ J. Fr--------- -----'� �a Main 2 k' I ��• Street `kj 10 e Canyon Estates �F Drive �J 6D , % I Franklin Street 12 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 239 v 109 0 1 �3243 0 co ? 4dll� 0 0 44 o'r 4 4 71b0-11 4� QQ 0 296--D � I � 114-D O o 114� 0� o I 0 0 2390 0o Oo 00 300 24- 3 0 `�0 4 'Z242 ^ 5 =44 N 6 341 p� 7 `d-13 00 8 "9 o 4-169 "' o 0 0 4--459 0 0 0 4-112 o 0 0 4-291 "'^ 4-60 4 7 41 b 4-545 -179 4 4ibb -0 4 41 � b -0 4 o- Ib �0 4 4i � b ,--0 4 D 0-9, ID D 118 D 97 l0 D 320-5 lD D 8 D 16 433-D o 0 0 288 -0 N o 32 D o o 242 u o u; 387-D m 261-D Q o 0 105� 0� 0� 0� 7� _ 36� 0 0 242 21 120 39 99 210 53v 0o 0 490 530 9 lt-0 0 10 `?-' 158 11 0 0 12 0 0 13 Z9 0 14 50 o 4-0 0ou"i 4-0 o00 4-0 000 4-0 Z!o 4--0 N-02 4-534 0 4 al 0 -0 4 0 4 a1 � b -0 4 � bF-3 4 J:47 5� `' D 0= � `� � D 0- 4 � � E � `� � D 0�' 41TlO D 14- Ol 0-Doaoo 0 0- o00 0� o00o00 0 0 Doo 251--� 0� 0� 0� 41 �, 158 0 0 0 55 93 3640d/73 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS of EXCELLENT SERVICE 95 Figure 74 Other Development Evening Peak Hour Intersection Turning Movement Volumes Je ec J �d I 4 7 9�P� GP 2nd Street fj ^ `) Bella Vista GP � Street"A" '- Street 'C' 4- e';moo Site ` c 9 ') Street"D" L_ _ . '----1 / Main 2 �� \pi Street `�;10 tr`� �e Canyon Estates Drive a1/ 6D � % J. Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 549 0 214 0 1 �0 2 �41 04-477 r `�o.n 33 bs290 4 � � 6 4 S 495-fl Db 224-D -- 164-a 0 0 � 0 770o Oo Oo 0 810 430 286 —240 3 n .%, 4-313 4 0 0 0 4-601 °' S o 0 0 4-74 6 0 0 0 4-289 - 7 �B1 m 8 n 4-7 � � � bs-0 4 � � lo 4 -0 4 4) � b -59 4 3 al 6 -532 " I lo 121 4 �0 4 D 0— � � � D 166= � `� � D 166� ^I D 241� >J � � D 13— � � � D 22- � � (P 409-D o 0 o is 707-fl o 108 -0 o o 554-D o N o 1058-D n 727-D o 116� 0� 0 b 0� 1fi-�, °° 105 0 547 0 70 348 72 71 300 1800 0v 00 720 870 9 4 0 0 10 4 104 9 11 0 0 12 4-0 0 13 0 0 14 =35 0 N o 4-0 o o O° 4-0 o 0 0 4-0 --- 4-0 4-0 N min 0--438 0 4 il 7-0 4 4 -0 4 1b5;-16 4 O 0-5' 41 D L639 o00 0-fl o00 0 0-D oho 0� 0� 0 0�105 0 0 � 0 692: 85 3640d/74 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS OF EXCELLENT SERVICE 96 Figure 75 Existing Plus Ambient Growth Plus Project Plus Other Development Average Daily Traffic Volumes J� 43.1 P��o 11�\ G�c 4.1 2.1 10.6 61.9 �% 61 P 9 �4P ;7 �) Bella Vista 54.3 9.4 2nd Street GP 1 Street"A" In a � Street O � Site a ; 4.8 "'I StreetI'D., J �8.2 �--------- J-----'� Main Street X\ 13.1 tr� 17 9 •�� Canyon Estates �c�e Drive �J Franklin 0.1 Street 12.6 8.3 8.7 Railroad Canyon 57.419 3 2.1 Road 41.6 20.8 Grape Auto Center 37 9 Street Drive Legend 37.9 =Vehicles Per Day(1,000's) KUNZMAN ASSOCIATES, INC. 3640d/75 OVER 30 YEARS of EXCELLENT SERVICE 97 Figure 76 Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour Intersection Turning Movement Volumes Jq� J c�ec Q 47 % '�� "�•"� r�� 9�P� GP 2nd Street I� Bella Vista �s Street"A" '$ Street"C',- Site 8.3 9 WL street"D" �r-------- J Main Street 10 e Canyon Estates F� ``11� Drive �J 6D � � Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 580 0 276 v 1 �0 2 _ �0 14997 4 al lo 4-170 335 4 �335 4 8 1180� � � � 355-0 °O 620 z, 402� 0 0 o Q 1088 0 0 0 0 0 0 v 541 0 336 v 3 0 N 4 4-664 rz 5 179 �, 6 1227 7 m 4 264 8 2134 u; b a-798 4 a1 b �0413 4 al b �051 4 al b �p517 4 al b 1423 4 al b 4-1615 5-9 4 E357 4 ° D 170-s Ol �' D 248- 41 (D D 542-44lTIDD 325 41 `� D 287=9' 41 T ID o 0 0 1353 N o_0 167-D o� 1098 M o 1506--0 o m 1254--0 &I- � 0 0 0 a "' 132 ^^ r 37�, 0 1142 571 0 637 1 1- 336 0 107 207 0 157 0 0 0 4 0 581 v 735 0 9 `z 0 0 10 �526 N 11 20 0 12 �Q o 13 _ '!-2 - 14 M o �116 0 4-0 0 0-^"'- 4-0 "' 4-0 4-0 E 4-6 alb -0 4 al � b �Q 4 a� �bsQ 4 o-l �b -0 4 4� 1 46 4 �bbsn4 4 D 128� 4� `I D 0 4 4� �D D 0� D 56= 41 T lo D 18�' 41 �' D 178� Q--D oo M o o Q� o o o Q—{> o o 0 0� us— ,Ma. 3—p�n�c c.i �_ .�^o 156 "' 0 0 85 122 1283 536 0 0 0 152 331 494 3640d/76 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS of EXCELLENT SERVICE 98 Figure 77 Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour Intersection Turning Movement Volumes J� �c P, L 4 7 %-7 / �; / 2nd Street Bella Vista JI 1 s Street"A" L J..-yT1 --- ------�1---------� dy y Street"C' Site 9 w� Street"D" ;E~— ------ � it �--�-----�� Main Street 2 �� 10 Canyon Estates �F Drive �J Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 1044 v 610 0 1 ^ ^ -0 m 2 0 ts $-1986 lo 3-632 ,201 4 � lo 4-- . 201 4 1545 ^ 626--t, 684 301 2035 0 0 0 0 0 0 0 519 0 193 0 "�-546 5 `?�-120 0 6 899 7 4 138 Z! 8 4 19 �0 4-1094 o 0 0 4-1889 o 0 4386 - o 0 0 4-1293 N o 4-2050 - N 4-1760 al � �613 4 a� � b -0 4 dbb --0 4 a1bb -0 4 41 to 161 4 D 0 � T D 247— 4 T D 299� )' � D 458 195 129 1162--D o 0 0 2096—D m o g 543—D o r 2002 -0 o 2706—D $ g 1939 340--;a, 0 r o 0 03 °� M 197--;a, 112--;a, 0 0 1730 172� 669 1258 387 85 234 0 575 0 0 0 6 0 428 0 851 0 9 0 4-0 0 1000� 4-021 "' 11 000 4-0 0 12 no 4-0 0 13 n t4 N 4-12 ��o 4-1364 l, 0 4 o-� � b 1 4 4� 1b ,--0 4 ,-D 4 41 6 ,--48 4 b7-137 4 D 286— D 0— 0 1-11 D 99-51 D 452--!5' Ol 0--t� N_.ro 0 0-0 o00 0-0o00 0 46 -0 m w�N � 1915 547 0 1, 0 478 3 " 384 3 ' OD 479 336 0 0 0 215 785 966 3640d/77 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS of EXCELLENT SERVICE 99 VII. General Plan Buildout Traffic Conditions A. Method of Proiection The General Plan Buildout traffic volumes have been obtained from the City of Lake Elsinore traffic model which has been modified to support the General Plan updated process. The future peak hour approach and departure volumes obtained from the traffic model are consistent with the National Cooperative Highway Research Program Report 255. A linear programming algorithm is used to calculate individual turning movements that match the known directional roadway segment volumes computed in the previous step. This program computes a likely set of intersection turning movements from intersection approach counts and the initial turning proportions from each approach leg. The existing traffic volumes serve as the starting point for the refinement process, and also provide important insight into the travel patterns and the relationship between peak hour and daily traffic conditions. The initial turning movement proportions are estimated based upon the relationship of each approach leg's forecast traffic volume to the other legs forecast volumes at the intersection. The final forecasted traffic volumes have also been examined against the interim year traffic volumes to ensure there is no negative growth from interim year to General Plan conditions. Finally, traffic volume flow conservation check and possible manual adjustments have been conducted to ensure the reasonableness of traffic flow, especially at the interchange areas. B. General Plan Buildout Averaee Daily Traffic Volumes Figure 78 shows the average daily traffic volumes that can be expected for General Plan Buildout Without Project traffic conditions and Figure 79 shows the average daily traffic volumes that can be expected for General Plan Buildout With Project traffic conditions. C. General Plan Buildout Intersection Delay The technique used to assess the capacity needs of an intersection is known as the Intersection Delay Method (see Appendix D). To calculate delay, the volume of traffic using the intersection is compared with the capacity of the intersection. The delay and Level of Service for General Plan Buidlout Without Project traffic conditions have been calculated and are shown in Table 7. General Plan Buildout Without Project morning and evening peak hour intersection turning movement volumes are shown on Figures 80 and 81, respectively. The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for General Plan Buildout Without Project traffic conditions, with General Plan improvements. General Plan Buildout Without Project delay worksheets are provided in Appendix D. The delay and Level of Service for General Plan Buildout With Project traffic conditions have been calculated and are shown in Table 8. General Plan Buildout With Project morning and 100 evening peak hour intersection turning movement volumes are shown on Figures 82 and 83, respectively. The study area intersections are projected to operate at acceptable Levels of Service during the peak hours for General Plan Buildout With Project traffic conditions, with General Plan improvements. General Plan Buildout With Project delay worksheets are provided in Appendix D. D. Traffic Signal Warrant Analysis Traffic signals are projected to be warranted at the following additional study area intersections for General Plan Buildout Without Project traffic conditions (see Appendix D): Camino Del Norte (NS) at: Elsinore Hills Drive (EW) -#10 La Strada (EW)-#11 Franklin Street(EW) -#12 101 Table 7 General Plan Buildout Without Project Intersection Delay and Level of Service Intersection Approach Lanes' Peak Hour Traffic Northbound Southbound Eastbound Westbound Delay(Secs.)-LOS2 Intersection Contro13 L T R L T R L T R L T R Morning Evening 1-15 Freeway SB Ramps(NS)at: Central Avenue SR-74(EW)-#1 TS 0 0 0 0 0 0 0 3 1 2 3 0 10.7-13 10.2-13 Main Street(EW)-#2 TS 0 0 0 1.5 0 1.5 0 2 1 2 2 0 17.3-13 18.6-13 Railroad Canyon Road(EW)-#3 TS 0 0 0 0 0 1>>1 0 3 0 0 3 0 0.4-A 0.5-A 1-15 Freeway NB Ramps(NS)at: Central Avenue SR-74(EW)4-#4 Main Street(EW)-#5 TS 1 0 1 0 0 0 2 2 0 0 2 1 37.3-D 17.7-13 Railroad Canyon Road(EW)-#6 TS 0 0 0 0 0 0 0 3 0 0 3 1>> 0.2-A 0.4-A Dexter Avenue(NS)at: Central Avenue 511-74(EW)-#7 TS 1 1 1> 0 0 0 2 3 1 1 3 1 29.1-C 45.1-D Cambern Avenue(NS)at: Central Avenue SR-74(EW)-#8 TS 1 1 1> 2 1 2> 2 3 1 2 3 1> 39.2-D 51.2-D Camino Del Norte(NS)at: Main Street(EW)-#9 TS 2 1 0 0 1 1 1 0 1>> 0 0 0 21.4-C 25.7-C Elsinore Hills Drive(EW)-#10 TS 0 2 1 2 2 0 0 0 0 1 0 1> 15.5-13 19.3-13 La Strada(EW)-#11 TS 0 2 1> 2 2 0 0 0 0 1 0 1 15.2-13 17.5-B Franklin Street(EW)-#12 TS 1 1 2 0 0 2 1> 2 0 1 0 0 0 12.2-13 14.6-13 Summerhill Drive(NS)at: Canyon Estates Drive(EW)-#13 TS 1 2 0 1 2 0 1 1 0 1 1 0 23.7-C 39.5-D Railroad Canyon Road(EW)-#14 TS 2 2 2> 2 2 2> 2 3 1> 2 4 1 1 49.7-D 49.3-D I When a right turn lane is designated,the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. L=Left;T=Through;R=Right;>=Right Turn Overlap;>>=Free Right Turn;1=Improvement 2 Delay and Level of Service has been calculated using the following analysis software:Traffix,Version 7.9.0215(2008). Per the 2000 Highway Capacity Manual,overall average intersection delay and level of service are shown for intersections with traffic signal or all way stop control. For intersections with cross street stop control,the delay and level of service for the worst individual movement(or movements sharing a single lane)are shown. 3 TS=Traffic Signal 4 New Interchange Design 102 Table 8 General Plan Buildout With Project Intersection Delay and Level of Service Intersection Approach Lanes' Peak Hour Traffic Northbound Southbound Eastbound Westbound Delay(Secs.)-LOS2 Intersection Contro13 L T R L T R L T R L T R Morning Evening 1-15 Freeway SB Ramps(NS)at: Central Avenue SR-74(EW)-#1 TS 0 0 0 0 0 0 0 3 1 2 3 0 10.7-13 10.2-B Main Street(EW)-#2 TS 0 0 0 1.5 0 1.5 0 2 1 2 2 0 17.8-13 20.2-C Railroad Canyon Road(EW)-#3 TS 0 0 0 0 0 1>>1 0 3 0 0 3 0 0.4-A 0.5-A 1-15 Freeway NB Ramps(NS)at: Central Avenue SR-74(EW)°-#4 Main Street(EW)-#5 TS 1 0 1 0 0 0 2 2 0 0 2 1 47.5-D 19.7-13 Railroad Canyon Road(EW)-#6 TS 0 0 0 0 0 0 0 3 0 0 3 1>> 0.2-A 0.4-A Dexter Avenue(NS)at: Central Avenue SR-74(EW)-#7 TS 1 1 1> 0 0 0 2 3 1 1 3 1 29.2-C 45.5-D Cambern Avenue(NS)at: Central Avenue SR-74(EW)-#8 TS 1 1 1> 2 1 2> 1 2 3 1 2 3 1> 40.5-D 51.3-D Camino Del Norte(NS)at: Main Street(EW)-#9 TS 2 1 0 0 1 1 1 0 1>> 0 0 0 26.8-C 31.8-C Elsinore Hills Drive(EW)-#10 TS 0 2 1 2 2 0 0 0 0 1 0 1> 16.9-B 23.3-C La Strada(EW)-#11 TS 0 2 1> 2 2 0 0 0 0 1 0 1 15.3-13 17.7-13 Franklin Street(EW)-#12 TS 1 2 0 0 2 1> 2 0 1 0 0 0 12.2-13 14.9-B Summerhill Drive(NS)at: Canyon Estates Drive(EW)-#13 TS 1 2 0 1 2 0 1 1 0 1 1 0 24.0-C 42.5-D Railroad Canyon Road(EW)-#14 1 TS 1 2 2 2> I 2> 1 2 3 1> 1 4 1 1 50.6-D 49.6-D 1 When a right turn lane is designated,the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. L=Left;T=Through;R=Right;>=Right Turn Overlap;>>=Free Right Turn;1=Improvement 2 Delay and Level of Service has been calculated using the following analysis software:Traffix,Version 7.9.0215(2008). Per the 2000 Highway Capacity Manual,overall average intersection delay and level of service are shown for intersections with traffic signal or all way stop control. For intersections with cross street stop control,the delay and level of service for the worst individual movement(or movements sharing a single lane)are shown. 3 TS=Traffic Signal °New Interchange Design 103 Figure 78 General Plan Buildout Without Project Average Daily Traffic Volumes 56.9 P��c 38. 17.1 1 64.1 OP �.q��'4 r� 66.8 49-9G�'4 2nd Street I ^ Bella Vista %OP � Street"A" ��� a Street"C' '2o Site 12.9 � � "'L Street"D" ;Lli-:n J. 12.8 1r---------J�J-----'�, \° Main 8.2 Street 20.4 29 17.3 Canyon Estates F�e� i 17.9 Drive �J Franklin 20.1 Street 23.0 16.8 9.3 Railroad Canyon 2.0 Road 28.3 74.3 26.0 Grape Auto Center Street Drive Legend 26.0 =Vehicles Per Day(1,000's) KUNZMAN ASSOCIATES, INC. 3640d/78 OVER 30 YEARS OF EXCELLENT SERVICE 104 Figure 79 General Plan Buildout With Project Average Daily Traffic Volumes J� 57.0 P,�c nS '��� sec 38. 17.7 1 64.16P~� Bella Vista 66.9 9L / 2nd Street i /\ s P Street"A" of ! yTA\ Street"C"- O Site 8c, 13. w�Street"D" 17.2�r--------��J-----�� Main #13.3 Street 25�,�: 30.4 8.1 \ Canyon Estates i 18.0 Drive �J ♦` Franklin 21.0 Street 23.0 7.4 9.6 Railroad Canyon 2.0 Road 28.6 74.6 26.0 Grape Auto Center Street D rive Legend 26.0 =Vehicles Per Day(1,000's) KLINZMAN ASSOCIATES, INC. 3640d/79 OVER 3O YEARS oP EXCELLENT SERVICE 105 Figure 80 General Plan Buildout Without Project Morning Peak Hour Intersection Turning Movement Volumes �c 8 cd ► 4 7 /�GP 2nd Street ^ `) Bella Vista 4P �s Street"A" 'I oL1J_YT \ Street"C., i Site N 9 L N Street"D" J � ' rr--------- J-----'' ��i Main 2 �� r' \p�` Street 10 Canyon Estates �.1� . Drive 6D ' % � Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 0 0 859 0 1 �d2454 2 u a :,17413 0 0 b b 24 4 �1240 D L395 --- 820�, 0 - 0 624o Oo 00 0-1 12140 3 a 4-0 "' 4 5 'q-- 521 6 'q-' 1564 ;z 7 =863 8 d 4 436 `"o 0 4--1813 �C New o 0 0 1*--442 a o 0 0 4-1813 ' 0 0 0 4-1698 4-1634 IDa-0 4 Interchange 0 4 o .5--113 4 olbba218 4 0-46 Design D 613�' � T � D 0— � � l0 D 326--5' 41 D 984� 0 � ID D 1611-D o 0 0 425--D �w o N 2457--0 o 0 0 2550-D ;^ M 1226-D N M 0�, 0� 0� 221� N 129� 0 0 824 0 312 0 577 366 o 383 442 0 760 v 1249 v 1438 0 9 d id 10 `�382 11 4 318 12 a �0 013 '-4 - 14M- 0 � o04-0 A=�- 4-11411b 41 � b -180 4 4� � bd 475 4 4� � b -0 4 4) � lo -35 4 al � b �822 4 D 385= � � � D 0— � � l D 0-5' � `� � D 269� � `r � D 51� 4 � � i> 313� 41 00e 4--0890-a 42 21455 n 1017 n 729 363 182 693 1890 3640d/80 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS OF EXCELLENT SERVICE 106 Figure 81 General Plan Buildout Without Project Evening Peak Hour Intersection Turning Movement Volumes �c 4 7 9�Ph GP 2nd Street 1 ( /1� •,,�11 Bella Vista OP � iii , Street"A" YT 4\ y\�Street ':?o Site 9 wL Street"D" -� ---------J Main 2 �4 Street 10 Canyon Estates Drive �J 6D �` % Franklin Street 12 i 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 0 v 1022 v 1 4 0 2 =0 0 0 0 0 4-2468 '' n o^0 4-782 lo s-708 4 41 b . 122 4 L1675 -- - L450 00 0 1295 0 0 0 0 v 0 0 1591 0 3 - 4-0 N 4 5 4 299 0 8 1149 7 �883 8 u a `�529 0 0 4-1924 New o 0 0 �007 4 41 - ID 4- D924 4 ID �1�63 4 41 vl b 4-1164 283 4 al � bso 4 Interchange � 16 � � lO � � � � � � OlT � 432 s D D D 670 D 734 1795� o o Design _ 878 mom 3342--0 o 0 0 2513 D r m M �1495� g^� 0--,, 0- " 0-a 226 a 1473 0 674 0 420 872 1073 0F69 1294 1296 0 1152 0 1114 0 1519 0 9 10 �13 - 11 �317 12mo 0 0 13 �6 14-NN �423 ago 0�� 4-0 0�� 4-0 Pi0 4-0 ��- 4-14 n -�^ 4-2024 lo 448 4 41 � � �398 4 4I � 6 �0 4 41 � b �42 4 � bb -371 4 C 455-A' D 0— � `r � D 0---41 C 932� � `� D 124� 4� `� � D 782� 4l O--0 p-pom� 0--0 O D ��o 42-D �� -2009----s 700 0� 0 230 430�, " 0 551 " 0 1155 1309 489 1525 1375 3640d/81 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS of EXCELLENT SERVICE 107 Figure 82 General Plan Buildout With Project Morning Peak Hour Intersection Turning Movement Volumes �c ��c 4 7 4 r �1 9� J 2nd Street ( ^ Bella Vista X 12 Street"A" '-� 4 L y\ Street O yr = i� Site C83 L m. 9 L Street"D ----------J J---- �v Main 2 � j \p�� Street J10 e � Canyon Estates F� Drive �1/6D �� % J Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 0 v 892 0 0 0 4-2461 M S o r 4-785 41 b -928 4 b b 3-365 4 D 0 D 0-5 0 1242 D o 0 0 0 696-D O 820 b 395 0 0 0 624o F470--� Oo Oo 1220� 3 < �0 M 4 �636 !W 6 �1564 pZ 7 =863 8 -- c o 0 4-1813 `^� New 1-606 `r2 o 0 0 4-1813 n o 0 0 4-1698 N N N 4-1634 N b '-0 4 Interchange4 b � 13 4 ol � bD � '� E2457 � `� D 326—s' � `)' 10 D 984-1611—D o 0 o Design O� O O o 2550—D m N� ,12260 225� 129� ^0 0 8590 0 0 326 0 606 401 v 461 0 488 v 814 0 1249 v 1458 0 9 �0 0 10 �645 00 11 �318 12 m o �0 0 13 �4'-4 14 =240 N ER 4-O °D OM� 4-O ENO 4-0 ��� 11as=� 4-2159 " s 223 4 al � b �483 4 � �, b �,0 4 � � b35 4 � � b -822 4 D 393= � � � D 0 5 D 0� � `I' � D 278= 4� `� � D 51— � ^j l D 313 341 0 0-Do�o 0-Dovno 0-Do �� 0-Dmoo 4-Dmo� 1589-D^n&o n 393-a o O 0 0 42 b 234 555 a 0 1281 n 742 378 188 699 0 890 3640d/82 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS of EXCELLENT SERVICE 108 Figure 83 General Plan Buildout With Project Evening Peak Hour Intersection Turning Movement Volumes J� ec J `eo 7 8 cdn6 i q� J 2nd Street i�( ^ Bella Vista W I 1s Street"A" y aQ y street"C" Site N 9 w� Street"D" :f"-- L_ ��-�n i i-------- J------ �a Main 2 X\ Street e Canyon Estates Drive �J 6D Franklin 12 Street 13 Railroad Canyon Road 14 Grape Auto Center Street Drive 0 v 1145 v 1 4 0 0 2 .., 4 0 0 a� b s i07 a b 4-sos �194 4 1683 D 41 � —1 675--D -I ID 953 450 3 0 � 0 1295 v 0 v 0 v 0 v 1613- 3 4 0 N 4 5 4-367 F-- 6 4 1149 ;2 7 4 883 8 , 4 529 2 b -0 924 a 4 New 41 vl b r003 Iv b -0 24 4 al I b s'116 4 292 43 b 4- Interchange �292 4 D 0— D 4325 � � � D 0- l0 D 670�' � T ( D 134� � `� ID Design 1044� a 3342� 2513-a g g N e 1495-D g 17950 o 0 0 0 0 o 0 0 243 147-b o 0 0 806 0 428 889 1105- 1577 v 1323 v 1184 v 1114- 1531 v 9 - 4 0 0 10 -0 4-168 � 11 0 -317 12 N N �0 - 13 !Z: '-, 6 _- 14 n N., 2445 - a-u;- 4-0 0 `r 4-0 4-0 ow-o 4-0 - 4-14 �n cv n 4-2024- b �0 4 � � b �473 4 � � b �404 4 � � b �-0 4 � � b 42 4 371 4 D 485 0-1, D 0-41 � '�' � D 968-4. 41 D 124 s Ol T D 782 lO O 0--t � 0-D0000 0 -0 � 42� o� -os .n o r� 2009--D 4n N- 968 0� 0-a 230 442 o M 551 0 551 - 1204 0 1367 511 1547 1375 3640d/83 KUNZMAN ASSOCIATES, INC. Intersection reference numbers are in upper left corner of turning movement boxes. OVER 30 YEARS OF EXCELLENT SERVICE 109 VIII. Recommendations A. Site Access The project site will have primary access to Elsinore Hills Drive and Camino Del Norte. B. Roadway Improvements 1. On-Site Site-specific circulation and access recommendations are depicted on Figure 84. Construct Camino Del Norte from the west project boundary to the east project boundary at its ultimate cross-section width including sidewalk and parkway improvements in conjunction with development. Construct Elsinore Hills Drive from the north project boundary to Camino Del Norte at its ultimate cross-section width including sidewalk and parkway improvements in conjunction with development. On-site traffic signing/striping should be implemented in conjunction with detailed construction plans for the project site. Sight distance at each project access should be reviewed with respect to standard California Department of Transportation/City of Lake Elsinore sight distance standards at the time of preparation of final grading, landscaping, and street improvement plans. 2. Off-Site As is the case for any roadway design, the City of Lake Elsinore should periodically review traffic operations in the vicinity of the project once the project is constructed to assure that the traffic operations are satisfactory. The project shall participate in the phased construction of the off-site intersection improvements through payment of established City of Lake Elsinore fees, participation in the Western Riverside Transportation Uniform Mitigation Fees program, payment of the project's fair share traffic contribution, assessment district and/or community facilities district financing, and construction of off-site facilities under appropriate fee credit agreements. The assumed roadway construction phasing for each proposed development is depicted in Table 9. The project proportion of General Plan Buildout peak hour traffic contributed to the study area intersections is shown in Table 10. The project shall participate in the fair share traffic contribution of the Project Study Report for the 1-15 Freeway/Main Street interchange. 110 To ensure that off-site roadway improvements are provided in conjunction with each development phase, the following development monitoring requirements should be followed throughout the study area: a. Traffic impact reports shall be required with submittal of tentative tract maps or plot plans as required by the City of Lake Elsinore. b. The required format for each traffic impact report will be determined by the City of Lake Elsinore. The required format will include evaluation of peak hour conditions at the intersections significantly impacted by each phase of development. C. If an impacted intersection is estimated to exceed the City of Lake Elsinore Level of Service standards, then the appropriate link and intersection improvements shall be required to be presented for City of Lake Elsinore staff review. d. The improvements needed to maintain the City of Lake Elsinore Level of Service standards will be required to be in place or fully funded and scheduled for construction prior to occupancy of the relevant development phase. 111 Table 9 Assumed Roadway Construction Phasing Project Roadway Segment Improvement TT 31593 Elsinore Hills Drive Camino Del Norte to South Project Boundary Construct as 2 Lanes South Project Boundary to Rosetta Canyon Drive Construct as 4 Lanes TT 32013 La Strada West Project Boundary to Existing Terminus Construct as 2 Lanes Spyglass Ranch Elsinore Hills Drive North Project Boundary to Camino Del Norte Widen from 2 Lanes to 4 Lanes Camino Del Norte West Project Boundary to East Project Boundary Widen from 2 Lanes to 4 Lanes Porto Romano Camino Del Norte West Project Boundary to East Project Boundary Construct as 4 Lanes La Strada Camino Del Norte to North Project Boundary Construct as 4 Lanes 112 Table 10 Project Traffic Contribution General Project Plan Buildout Total %of Peak Existing With Project Project New New Intersection Hour Traffic Traffic Traffic Traffic Traffic 1-15 Freeway SB Ramps(NS)at: Central Avenue SR-74(EW) Morning 2,675 5,451 9 2,776 0.3% Evening 3,384 5,816 12 2,432 0.5% Main Street(EW) Morning 1,204 3,133 209 1,929 10.8% Evening 1,222 3,270 263 2,048 12.8% Railroad Canyon Road(EW) Morning 2,573 4,048 - 1,475 0.0% Evening 3,045 1 5,014 - 1,969 0.0% 1-15 Freeway NB Ramps(NS)at: Central Avenue SR-74(EW)l Morning - - - - - Evening - - - - - Main Street(EW) Morning 792 3,184 358 2,392 15.0% Evening 805 3,252 462 2,447 18.9% Railroad Canyon Road(EW) Morning 3,195 5,834 - 2,639 0.0% Evening 1 3,650 6,415 - 2,765 0.0% Dexter Avenue(NS)at: Central Avenue SR-74(EW) Morning 3,190 6,103 20 2,913 0.7% Evening 3,514 6,166 24 2,652 0.9% Cambern Avenue(NS)at: Central Avenue SR-74(EW) Morning 2,416 6,455 39 4,039 1.0% Evening 1 2,361 6,863 48 4,502 1.1% Camino Del Norte(NS)at: Main Street(EW) Morning 240 2,468 379 2,228 17.0% Evening 365 3,409 488 3,044 16.0% Elsinore Hills Drive(EW) Morning - 2,071 397 2,071 19.2% Evening - 31422 512 3,422 15.0% La Strada(EW) Morning - 1,667 70 1,667 4.2% Evening - 31411 89 3,411 2.6% Franklin Street(EW) Morning 259 1,322 70 1,063 6.6% Evening 1 609 2,893 90 2,284 3.9% Summerhill Drive(NS)at: Canyon Estates Drive(EW) Morning 874 2,287 27 1,413 1.9% Evening 1,446 3,331 34 1,885 1.8% Railroad Canyon Road(EW) Morning 3,580 8,026 27 4,446 0.6% Evening 1 4,193 9,088 34 4,895 0.7% 1 New Interchange Design 113 Figure 84 Circulation Recommendations Construct Camino Del Norte from the west project boundary to the east project boundary at its ultimate cross-section width including sidewalk and parkway improvements in conjunction with development. Construct Elsinore Hills Drive from the north project boundary to Camino Del Norte at its ultimate cross-section width including sidewalk and parkway improvements in conjunction with development. i r----------- ---------------------t---------------------------- It � I I I , I / S reet_'C„ I / � I � I t Pi >1 1 I Site w I I rStreet" 0 / -------------J \ I / I / \ I� 2 �re �m ewaY On-site traffic signing/striping should be implemented in conjunction with detailed construction plans for the project site. Sight distance at each project access should be reviewed with respect to standard California Department of Transportation/City of Lake Elsinore sight distance standards at the time of preparation of final grading,landscaping,and street improvement plans. Legend The project shall participate in the phased construction of the off-site intersection improvements through payment of established City of Lake Elsinore fees,participation in the =Traffic Signal Western Riverside Transportation Uniform Mitigation Fees program,payment of the project's noP=Stop Sign fair share traffic contribution,assessment district and/or community facilities district financing, and construction of off-site facilities under appropriate fee credit agreements. As is the case for any roadway design,the City of Lake Elsinore should periodically review traffic operations in the vicinity of the project once the project is constructed to assure that the traffic operations are satisfactory. The project shall participate in the fair share traffic contribution of the Project Study Report for the 1-15 Freeway/Main Street interchange. KUNZMAN ASSOCIATES, INC. 3640d/84 OVER 30 YEARS of EXCELLENT SERVICE 114 Appendices Appendix A—Glossary of Transportation Terms Appendix B—Traffic Count Worksheets Appendix C—Explanation and Calculation of Intersection Delay Appendix D—Traffic Signal Warrant Worksheets Please reference the included CD to view and print the Appendices. For a printed copy of the Appendices, please contact us at: KLINZMAN ASSOCIATES, INC. 1111 TOWN & COUNTRY ROAD, SUITE 34 ORANGE, CA 92868-4667 PHONE: (714) 973-8383 FAx: (714) 973-8821 EMAIL: MAILQ_TRAFFIC-ENGINEER.COM WEB: WWW.TRAFFIC-ENGINEER.COM APPENDIX A Glossary of Transportation Terms GLOSSARY OF TRANSPORTATION TERMS COMMON ABBREVIATIONS AC: Acres ADT: Average Daily Traffic Caltrans: California Department of Transportation DU: Dwelling Unit ICU: Intersection Capacity Utilization LOS: Level of Service TSF: Thousand Square Feet V/C: Volume/Capacity VMT: Vehicle Miles Traveled TERMS AVERAGE DAILY TRAFFIC: The total volume during a year divided by the number of days in a year. Usually only weekdays are included. BANDWIDTH: The number of seconds of green time available for through traffic in a signal progression. BOTTLENECK: A constriction along a travelway that limits the amount of traffic that can proceed downstream from its location. CAPACITY: The maximum number of vehicles that can be reasonably expected to pass over a given section of a lane or a roadway in a given time period. CHANNELIZATION: The separation or regulation of conflicting traffic movements into definite paths of travel by the use of pavement markings, raised islands, or other suitable means to facilitate the safe and orderly movements of both vehicles and pedestrians. CLEARANCE INTERVAL: Nearly same as yellow time. If there is an all red interval after the end of a yellow,then that is also added into the clearance interval. CORDON: An imaginary line around an area across which vehicles, persons, or other items are counted (in and out). CYCLE LENGTH: The time period in seconds required for one complete signal cycle. CLIL-DE-SAC STREET: A local street open at one end only, and with special provisions for turning around. DAILY CAPACITY: The daily volume of traffic that will result in a volume during the peak hour equal to the capacity of the roadway. DELAY: The time consumed while traffic is impeded in its movement by some element over which it has no control, usually expressed in seconds per vehicle. DEMAND RESPONSIVE SIGNAL: Same as traffic-actuated signal. DENSITY: The number of vehicles occupying in a unit length of the through traffic lanes of a roadway at any given instant. Usually expressed in vehicles per mile. DETECTOR: A device that responds to a physical stimulus and transmits a resulting impulse to the signal controller. DESIGN SPEED: A speed selected for purposes of design. Features of a highway, such as curvature, superelevation, and sight distance (upon which the safe operation of vehicles is dependent) are correlated to design speed. DIRECTIONAL SPLIT: The percent of traffic in the peak direction at any point in time. DIVERSION: The rerouting of peak hour traffic to avoid congestion. FORCED FLOW: Opposite of free flow. FREE FLOW: Volumes are well below capacity. Vehicles can maneuver freely and travel is unimpeded by other traffic. GAP: Time or distance between successive vehicles in a traffic stream, rear bumper to front bumper. HEADWAY: Time or distance spacing between successive vehicles in a traffic stream, front bumper to front bumper. INTERCONNECTED SIGNAL SYSTEM: A number of intersections that are connected to achieve signal progression. LEVEL OF SERVICE: A qualitative measure of a number of factors, which include speed and travel time, traffic interruptions, freedom to maneuver, safety, driving comfort and convenience,and operating costs. LOOP DETECTOR: A vehicle detector consisting of a loop of wire embedded in the roadway, energized by alternating current and producing an output circuit closure when passed over by a vehicle. MINIMUM ACCEPTABLE GAP: Smallest time headway between successive vehicles in a traffic stream into which another vehicle is willing and able to cross or merge. MULTI-MODAL: More than one mode; such as automobile, bus transit, rail rapid transit, and bicycle transportation modes. OFFSET: The time interval in seconds between the beginning of green at one intersection and the beginning of green at an adjacent intersection. PLATOON: A closely grouped component of traffic that is composed of several vehicles moving, or standing ready to move,with clear spaces ahead and behind. ORIGIN-DESTINATION SURVEY: A survey to determine the point of origin and the point of destination for a given vehicle trip. PASSENGER CAR EQUIVALENTS (PCE): One car is one Passenger Car Equivalent. A truck is equal to 2 or 3 Passenger Car Equivalents in that a truck requires longer to start, goes slower, and accelerates slower. Loaded trucks have a higher Passenger Car Equivalent than empty trucks. PEAK HOUR: The 60 consecutive minutes with the highest number of vehicles. PRETIMED SIGNAL: A type of traffic signal that directs traffic to stop and go on a predetermined time schedule without regard to traffic conditions. Also, fixed time signal. PROGRESSION: A term used to describe the progressive movement of traffic through several signalized intersections. SCREEN-LINE: An imaginary line or physical feature across which all trips are counted, normally to verify the validity of mathematical traffic models. SIGNAL CYCLE: The time period in seconds required for one complete sequence of signal indications. SIGNAL PHASE: The part of the signal cycle allocated to one or more traffic movements. STARTING DELAY: The delay experienced in initiating the movement of queued traffic from a stop to an average running speed through a signalized intersection. TRAFFIC-ACTUATED SIGNAL: A type of traffic signal that directs traffic to stop and go in accordance with the demands of traffic, as registered by the actuation of detectors. TRIP: The movement of a person or vehicle from one location (origin) to another (destination). For example,from home to store to home is two trips, not one. TRIP-END: One end of a trip at either the origin or destination; i.e. each trip has two trip-ends. A trip-end occurs when a person, object, or message is transferred to or from a vehicle. TRIP GENERATION RATE: The quality of trips produced and/or attracted by a specific land use stated in terms of units such as per dwelling, per acre, and per 1,000 square feet of floor space. TRUCK: A vehicle having dual tires on one or more axles, or having more than two axles. UNBALANCED FLOW: Heavier traffic flow in one direction than the other. On a daily basis, most facilities have balanced flow. During the peak hours, flow is seldom balanced in an urban area. VEHICLE MILES OF TRAVEL: A measure of the amount of usage of a section of highway,obtained by multiplying the average daily traffic by length of facility in miles. APPENDIX B Traffic Count Worksheets COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15S74AM N/S:1-15 SOUTHBOUND RAMPS Site Code :5100643 ENV:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :1 Groupi Printed-TOTAL VOLUME I-15 SOUTHBOUND OFF CENTRAL AVENUE/SR-74 I-15 SOUTHBOUND ON CENTRAL AVENUE/SR-74 RAMP Southbo nd Westbound RAMP Northbound Eastbound Start Time Lett Thru Right A .Tatai Left Thru Right App.Taat Left I Thru I Right I A .Total Left I Thru I Ri ht I App.Tota Int.Tows Factor 1.0 1.0 1.0 1.0 1.0 1.0 1,01 1.01 1.01 1.01 1.01 1.0 06:45 AM 57 2 15 74 65 214 0 279 0 0 0 0 0 121 91 212 565 Total 57 2 IS 74 65 214 0 279 0 0 0 0 0 121 91 212 565 07:00 AM 53 0 to 63 60 206 0 266 0 0 0 0 0 109 111 220 549 07:15 AM 52 0 25 77 56 204 0 260 0 0 0 0 0 131 104 235 572 07:30 AM 54 1 20 75 57 219 0 276 0 0 0 0 0 138 121 259 610 07:45 AM 51 0 25 76 57 255 0 312 0 0 0 0 0 115 112 227 615 Total 210 1 80 291 230 884 0 1114 0 0 0 01 0 493 448 941 2346 08:00 AM 44 0 24 68 53 228 0 281 0 0 0 0 0 109 103 212 561 08:15 AM 44 1 13 58 55 197 0 252 0 0 0 0 0 103 100 203 513 08:30 AM 53 0 19 72 89 168 0 257 0 0 0 0 0 69 95 164 493 Grand Total 408 4 151 363 492 1691 0 2183 0 0 0 0 0 895 837 1732 4478 Apprch% 72.5 0.7 26.8 22.5 77.5 0 0 0 0 0 51.7 48.3 Total% 9.1 0.1 3.4 12.6 11 37.9 0 48.7 0 0 0 0 0 20 18.7 38.7 1-15 SOUTHBOUND OFF CENTRAL AVENUE/SR-74 1-15 SOUTHBOUND ON CENTRAL AVENUE/SR-74 Southbo RAMP Westbound Northbound Eastbound Start Time Left Thru Ri ht .Tad Left I Thru Ri2ht A-.Total Left Thru Right A .Total Left Thru Ri 2ht Avv.Total Int.Total Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak I of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 52 0 25 77 56 204 0 260 0 0 0 0 0 131 104 235 572 07:30 AM 54 1 20 75 57 219 0 276 0 0 0 0 0 138 121 259 610 07:45 AM 51 0 25 76 57 255 0 312 0 0 0 0 0 115 112 227 615 08:00 AM 44 0 24 68 53 228 0 281 0 0 0 0 0 109 103 212 561 Total Volume 201 1 94 296 223 906 0 1129 0 0 0 0 0 493 440 933 2358 %App.Total 67.9 0.3 31.8 19.8 80.2 0 0 0 0 0 52.8 47.2 PHF .931 .250 .940 .961 .978 .888 .000 .90 .000 .000 .000 .000 .000 .893 .909 .901 .959 COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA.92567 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15S74AM N/S:1-15 SOUTHBOUND RAMPS Site Code :5100643 ENV:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :2 1-15 SuOtUTHBOUND O,FFoRAMP l OI 1 I 296I 4 Righl T1 Left Peak Hour Data roW om �s T HTZ th w = A z r A Peak Hour Begins at 07:15 AMTOTAL VOLUME J O r � Z O� i �� to w o� 4, T F+ Left Thru RI M 0 0 ® 6t14 Out in Total Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 06:45 AM 07:00 AM +0 mins. 52 0 25 77 56 204 0 260 0 0 0 0 0 109 111 220 +15 mins. 54 1 20 75 57 219 0 276 0 0 0 0 0 131 104 235 +30 mins. 51 0 25 76 57 255 0 312 0 0 0 0 0 138 121 259 +45 mins. 44 0 24 68 53 228 0 281 0 0 0 0 0 115 112 227 Total Volume 201 1 94 296 223 906 0 1129 0 0 0 0 0 493 448 941 A .Total 67.9 0.3 31.8 19.8 80.2 0 0 0 0 0 52.4 47.6 PHF 931 .250 .940 .961 .978 .888 .000 .905 .000 .000 .000 .000 .000 .893 .92677 908 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LEI5S74PM N/S: 1-15 SOUTHBOUND Site Code :5100643 E/W:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :1 Grou s Printed-TOTAL VOLUME 1-15 SOUTHBOUND OFF 1-15 SOUTHBOUND ON RAMP CENTRAL AVENUE!SR-74 RAMP CENTRAL AVENUE/SR-74 Southbound Westbound Northbound Eastbound Start Time Left Thru Right .row Left Tluu Ri t .rm.r Left Thry Right AM,Tw Left Thru Ri ht rw,r mr.rowr 04:00 PM 89 0 15 104 64 235 0 299 0 0 0 0 0 160 106 266 669 04:15 PM 74 1 13 88 79 234 0 313 0 0 0 0 0 146 108 254 655 04:30 PM 89 0 24 113 78 254 0 332 0 0 0 0 0 158 107 265 710 04:45 PM 95 1 10 106 73 253 0 326 0 0 0 0 0 136 113 249 681 Total 347 2 62 411 294 976 0 1270 0 0 0 0 0 600 434 1034 2715 05:00 PM 96 1 15 112 70 221 0 291 0 0 0 0 0 167 116 283 686 05:15 PM 76 0 17 93 76 240 0 316 0 0 0 0 0 163 116 279 688 05:30 PM 86 1 10 97 85 225 0 310 0 0 0 0 0 136 101 237 :4 05A5 PM 67 0 9 76 60 245 0 305 0 0 0 0 0 123 102 225 606 Total 325 2 51 378 291 931 0 1222 0 0 0 0 0 589 435 1024 2624 Grand Total ( 672 4 113 789 ( 585 1907 0 2492 0 0 0 0( 0 1189 869 2058 I 5339 Appreh®/0 85.2 0.5 14.3 23.5 76.5 0 0 0 0 0 57.8 42.2 +I Total% 12.6 0.1 2.1 14.8 11 35.7 0 46.7 0 0 0 0 0 22.3 16.3 38.5 , 1-15 SOUTHBOUND OFF I-15 SOUTHBOUND ON CENTRAL AVENUE/SR-74 CENTRAL AVENUE/SR-74 RAMP RAMP Southbound Northbound Westbound Eastbound Start Time Left Thru Ri tA,,roar Lcft I Thru I Rkht IA..row Left Thru Right A,.row Left Thru Ri t row tnt.row Peak Hour Analysis From 04:00 PM to 05.45 PM-Peak I of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 89 0 24 113 78 254 0 332 0 0 0 0 0 158 107 265 710 04:45 PM 95 1 10 106 73 253 0 326 0 0 0 0 0 136 113 249 681 05:00 PM 96 1 15 112 70 221 0 291 0 0 0 0 0 167 116 283 686 05:15 PM 76 0 17 93 76 240 0 316 0 0 0 0 0 163 116 279 688 Total Volume 356 2 66 424 297 968 0 1265 0 0 0 0 0 624 452 1076 2765 %App.Total 84 0.5 15.6 23.5 76.5 0 0 0 0 0 58 42 PHF .927 .500 .688 938 2 .953 .000 .953 1 .000 .000 .000 .000 .000 .934 .974 51 .974 COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15S74PM NIS: 1-15 SOUTHBOUND Site Code :5100643 E/1N:CENTRAL AVENUE I SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :2 1-16 SOUTHBOUND O,Out In. L OFF RAMP _aza i 61 RT TI Left Peak Hour Data ��(,,g�,�tO m r� * T N! N pJ ? � North � er Z Y2 D Peak Hour Begins at 04:30 PM 1-2 z c z r Ln zi a Uj +, T r Left Ri M 0 0 © 51 Out In Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:00 PM 04:00 PM 04:30 PM +0 mins. 89 0 24 113 64 235 0 299 0 0 0 0 0 158 107 265 +15 mins. 95 1 10 106 79 234 0 313 0 0 0 0 0 136 113 249 +30 mins. 96 1 15 112 78 254 0 332 0 0 0 0 0 167 116 283 +45 mins. 76 0 17 93 73 253 0 326 0 0 0 0 0 163 116 279 Total Volume 356 2 66 424 294 976 0 1270 0 0 0 0 0 624 452 1076 %App.Total 84 0.5 15.6 23.1 76.9 0 0 0 0 0 58 42 PHF 921 .500 .688 .938 .930 .961 .000 .956 .000 .000 .000 .000 i .000 .934 .974 .951 INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: MAIN ST EAST-WEST STREET: I-15 SB RAMPS DATE: 05-19-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07:OOAM NORTH LEG TOTAL: 539 448 91 Total 96 9 1st 127 25 2nd 99 26 3rd 126 31 4th Rt Thru Lt EAST LEG TOTAL: 0 Rt Thru Total 1st 2nd 3rd 4th Lt 6 1 1 2 2 Lt 1st 2nd 3rd 4th Total 2 1 0 0 1 Thru 106 22 22 31 31 Rt WEST LEG TOTAL: 114 PEAK HOUR FACTORS NORTH LEG = 0.86 Lt Thru Rt SOUTH LEG = 0.84 EAST LEG = lst 32 66 WEST LEG = 0.84 2nd 34 87 ALL LEGS = 0.89 3rd 43 108 4th 47 89 Total 156 350 TOTAL: 506 SOUTH LEG HOUR TOTAL: 1, 159 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: MAIN ST EAST-WEST STREET: I-15 SB RAMPS DATE: 05-19-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04 :OOPM NORTH LEG TOTAL: 430 376 54 Total 112 15 1st 97 7 2nd 91 11 3rd 76 21 4th Rt Thru Lt EAST LEG TOTAL: 0 Rt Thru Total 1st 2nd 3rd 4th Lt 19 3 3 10 3 Lt 1st 2nd 3rd 4th Total 1 0 1 0 0 Thru 200 L 63 41 46 50 Rt WEST LEG TOTAL: 220 PEAK HOUR FACTORS NORTH LEG = 0 .85 Lt Thru Rt SOUTH LEG = 0 .90 -- EAST LEG = 1st 33 67 WEST LEG = 0.83 2nd 40 64 ALL LEGS = 0.89 3rd 36 74 4th 25 57 Total 134 262 TOTAL: 396 SOUTH LEG HOUR TOTAL: 1, 046 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: I-15 SB RAMPS EAST--WEST STREET: DIAMOND J j�A.�Arbad DATE: 05-11-OS JURISDICTION: LAKE EL31NORE " PEAK HOUR: 07 :30AM r NORTH LEG TOTAL: 704 211 493 Total 53 0 122 1st 66 0 128 2nd 38 0 108 3rd 54 0 135 4th Rt Thru Lt EAST LEG TOTAL: 1, 179 Rt Thru 147 180 162 164 653 Total 1st 2nd 3rd 4th Lt 149 140 ' 136 101 526 Lt 1st 2nd 3rd 4th Total 403 80 113 102 108 Thru 215 52 50 56 57 Rt WEST LEG TOTAL: 618 PEAK HOUR FACTORS NORTH LEG = 0. 91 Lt Thru Rt SOUTH LEG = EAST LEG - 0.92 1st WEST LEG 0 .94 2nd ALL LEGS 0 . 92 3rd 4th Total TOTAL: 0 SOUTH LEG HOUR TOTAL: 2,501 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: 1-15 SH RAMPS EAST-WEST STREET: DIAMOND /P,,,,Irz, ij DATE: 05-11-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04 :30PM NORTH LEG TOTAL: 1, 072 301 5 766 Total I II 66 1 179 1st 99 1 192 2nd 56 2 181 3rd I 80 1 214 4th Rt Thru Lt EAST LEG TOTAL: 11085 Rt Thru 149 154 186 176 665 Total 1st 2nd 3rd 4th Lt 106 114 87 113 420 Lt 1st 2nd 3rd 4th Total jk5 FO6 169 176 Thru 31 48 Rt WEST LEG TOTAL: 817 PEAK HOUR FAcT'np..c NORTH LEG = 0 . 91 Lt Thru Rt SOUTH LEG EAST LEG = 0 . 94 1st WEST LEG = 0. 91 2nd ALL LEGS = 0 . 92 3rd 4th Total TOTAL: 0 SOUTH LEG HOUR TOTAL: 2, 974 Prepared by NEWPORT TRAFFIC STUDIES COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15N74AM N/S:1-15 NORTHBOUND RAMPS Site Code :5100611 E/W:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :1 Groups Printed-TOTAL VOLUME I-I S NORTHBOUND ON CENTRAL AVENUE/SR- I-I S NORTHBOUND OF CENTRAL AVENUE/SR- RAMP 74 RAMP 74 Southbound _ Westbound Northbound Eastbound Start Time Left Thru Right Alp.row LeftThru RiRht A raw Left Thru Ri t A .Taw Left Thru Right A .Tat tnt.Tom1 06:45 AM 0 0 0 0 0 193 96 289 99 0 130 229 9 168 0 177 695 Total 0 0 0 0 0 193 96 289 99 0 130 229 9 168 0 177 695 07:00 AM 0 0 0 0 0 183 103 286 73 0 80 113 13 145 0 158 597 07:15 AM 0 0 0 0 0 180 83 263 90 0 !03 193 9 168 0 177 633 07:30 AM 0 0 0 0 0 195 76 271 89 0 118 207 14 174 0 188 666 07:45 AM 0 0 0 0 0 208 72 280 91 0 110 201 14 161 0 175 656 Total 0 0 0 0 0 766 334 1100 343 0 411 754 50 648 0 698 2552 08:00 AM 0 0 0 0 1 197 72 270 103 0 62 165 10 146 0 156 591 08:15 AM 0 0 0 0 0 151 69 220 97 0 70 167 14 128 0 142 529 08:30 AM 0 0 0 0 0 173 81 254 85 0 80 165 13 113 0 126 545 Grand Total 0 0 0 0 1 1480 652 2133 727 0 753 1480 96 1203 0 1299 4912 Apprch% 0 0 0 0 69.4 30.6 49.1 0 50.9 7.4 92.6 0 Total% 0 0 0 0 0 30.1 13.3 43.4 14.8 0 15.3 30.1 2 24.5 0 26.4 I-15 NORTHBOUND ON CENTRAL AVENUE/SR- 1-15 NORTHBOUND OF CENTRAL AVENUE/SR- RAMP 74 RAMP 74 Southbound Westbound Northbound Eastbound Start Time Left Thru I Ri2ht I A..Taw Left I Thru I Rigm Am raw Left Thru Ri t rmt Left Thru Ri ht A .r at aw Int.Tow Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:45 AM 06:45 AM 0 0 0 0 0 193 96 289 99 0 130 229 9 168 0 177 695 07:00 AM 0 0 0 0 0 183 103 286 73 0 80 153 13 145 0 158 597 07:15 AM 0 0 0 0 0 180 83 263 90 0 103 193 9 168 0 177 633 07:30 AM 0 0 0 0 0 195 76 271 89 0 118 207 14 174 0 188 666 Total Volume 0 0 0 0 0 751 358 1109 351 0 431 782 45 655 0 700 2591 A .Total 0 0 0 0 67.7 32.3 44.9 0 55.1 6.4 93.6 0 PHF .000 .000 _000 .000 0 .869 .886 .000 .829 .854 .804 .941 .000 .93f 932 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15N74AM N/S:1-15 NORTHBOUND RAMPS Site Code :5100611 EMi:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :2 1-15 NORTHBOUND ON RAMP ut In Tmm Right T u LeR ~f 1 � Peak Hour Data z n� * m w � North 3 m 5 —► Peak Hour Begins at 06:45 AM 4 —A z �4 t V r m zg WU romp p 4, T r Lg., nn Ri ht 35431 0 76 Out In Total Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak 1 of 1 Peak Hour for Each AQRroach Begins at: 06:45 AM 06:45 AM 06:45 AM 06:45 AM +0 mins. 0 0 0 0 0 193 96 289 99 0 130 229 9 168 0 177 +15 mins. 0 0 0 0 0 183 103 286 73 0 80 153 13 145 0 158 +30 mins. 0 0 0 0 0 180 83 263 90 0 103 193 9 168 0 177 +45 mins. 0 0 0 0 0 195 76 271 89 0 118 207 14 174 0 188 Total Volume 0 0 0 0 0 751 358 1109 351 0 431 782 45 655 0 700 %App.Total 0 0 0 0 67.7 32.3 44.9 0 55.1 6.4 93.6 0 PHF 000 .000 .000 .000 .000 .963 .869 .959 .886 .000 .829 .854 .804 .941 .000 .931 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE151474PM N/S:1-15 NORTHBOUND RAMPS Site Code :5100657 E/W:CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :1 Groupi Printed-TOTAL VOLUME 1-15 NORTHBOUND ON CENTRAL AVENUE/SR- 1-15 NORTHBOUND OFF CENTRAL AVENUE/SR- RAMP 74 RAMP 74 Southbound Westbound Northbound Eastbound Start Time Left Thnt Ri ht AM.Tml Left Thru Ri ht A .T-1 Left ThnI Ri t .Tow Left Thru Right A .Tow tm.Taat 04:00 PM 0 0 0 0 0 190 71 261 122 3 127 252 20 226 0 246 759 04:15 PM 0 0 0 0 0 188 46 234 114 1 152 267 13 211 0 224 725 04:30 PM 0 0 0 0 0 198 55 253 125 1 124 250 20 236 0 256 759 04:45 PM 0 0 0 0 0 193 50 243 128 0 137 265 17 215 0 232 740 Total 0 0 0 0 0 769 222 991 489 5 540 1034 70 888 0 958 2983 05:00 PM 0 0 0 0 0 185 52 237 118 2 131 251 36 223 0 259 747 05:15 PM 0 0 0 0 0 193 60 253 113 0 119 232 21 227 0 248 733 05:30 PM 0 0 0 0 0 189 59 248 118 0 139 257 15 210 0 225 730 05:45 PM 0 0 0 0 0 163 51 214 144 0 93 237 14 183 0 197 648 Total 0 0 0 0 0 730 222 952 493 2 482 977 86 943 0 929 2858 Grand Total ( 0 0 0 O I 0 1499 444 1943 I 982 7 1022 2011 I 156 1731 0 1887 5841 Apprch% 0 0 0 0 77.1 22.9 48.8 0.3 50.8 8.3 91.7 0 Total% 0 0 0 0 0 25.7 7.6 33.3 16.8 0.1 17.5 34.4 2.7 29.6 0 32.3 I-15 NORTHBOUND ON CENTRAL AVENUE/SR- 1-15 NORTHBOUND OFF CENTRAL AVENUE/SR- RAMP 74 RAMP 74 Southbound Westbound Northbound Eastbound Start Time Left Thru Ri t ADO.Tani Left Thru Right A .Toni Left Right A .Tot.! Left Ttuu Ri t App.Toth Int.Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 190 71 261 122 3 127 252 20 226 0 246 759 04:15 PM 0 0 0 0 0 188 46 234 114 1 152 267 13 211 0 224 725 04:30 PM 0 0 0 0 0 198 55 253 125 1 124 250 20 236 0 256 759 04.45 PM 0 0 0 0 0 193 50 243 128 0 137 265 17 215 0 232 740 Total Volume 0 0 0 0 0 769 222 991 489 5 540 1034 70 888 0 958 2983 %Atm.Total 0 0 0 0 77.6 22.4 47.3 0.5 52.2 7.3 92.7 0 PHF .000 .000 .000 .000 .000 71 82 4 .955 .417 8 .968 .875 .941 .000 .936 .983 COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA,92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LE15N74PM N/S:1-15 NORTHBOUND RAMPS Site Code :5100657 EIW:CENTRAL AVENUE/SR-74 Start Date :1110/2006 WEATHER:SUNNY Page No g :2 1-15 NORTHBOUND ON RAMP Out 1 297i Total E�E .Teft `1 L4 Peak Hour Data V ( 1f _ m I r A C w North '—•Q m ? Z 2 D —� Peak Hour Begins at 04:00 PM 4-2, rn TOTAL VOLUME LU y +, T r Thru Rt M AP 489 540 Out in Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM fi4:30 PM +0 mins. 0 0 0 0 0 190 71 261 122 3 127 252 20 236 0 256 +15 mins. 0 0 0 0 0 188 46 234 114 1 152 267 17 215 0 232 +30 mins. 0 0 0 0 0 199 55 253 125 1 124 250 36 223 0 259 +45 mins. 0 0 0 0 0 193 50 243 128 0 137 265 21 227 0 248 Total Volume 0 0 0 0 0 769 222 991 489 5 540 1034 94 901 0 995 %/o Am).Total 0 0 0 0 77.6 22.4 473 0.5 52.2 9.4 90.6 0 PHF .000 .000 .000 .000 .000 .971 .782 .949 .955 .417 .888 .968 .653 .954 .000 .960 INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: MAIN ST EAST-WEST STREET: I-15 NB RAMPS DATE: 05-19-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07:15AM NORTH LEG TOTAL: 160 1 159 Total 0 37 1st 0 34 2nd 0 56 3rd 1 32 4th Rt Thru Lt EAST LEG TOTAL: 438 Rt 13 9 9 12 43 Thru 0 0 0 0 Total lst 2nd 3rd 4th Lt 118 92 102 83 395 Lt 1st 2nd 3rd 4th Total Thru Rt WEST LEG TOTAL: 0 PEAK HOUR FACTORS NORTH LEG = 0.71 Lt Thru Rt SOUTH LEG = 0.87 EAST LEG = 0.84 1st 27 8 WEST LEG = 2nd 36 9 ALL LEGS = 0.89 3rd 35 15 4th 33 10 Total 131 42 TOTAL: 173 SOUTH LEG HOUR TOTAL: 771 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: MAIN ST EAST-WEST STREET: I-15 NB RAMPS DATE: 05-19-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04:OOPM NORTH LEG TOTAL: 108 10 98 Total 3 30 lst 2 23 2nd 4 18 3rd 7 1 2 4th Rt Thru Lt EAST LEG TOTAL: 367 Rt 11 10 13 1 35 Thru 0 1 0 1 2 Total 1st 2nd 3rd 4th Lt 100 80 81 69 330 Lt 1st 2nd 3rd 4th Total Thru Rt WEST LEG TOTAL: 0 PEAK HOUR FACTORS NORTH LEG = 0.82 Lt Thru Rt SOUTH LEG = 0.84 EAST LEG = 0.83 1st 31 8 WEST LEG = 2nd 32 11 ALL LEGS = 0.86 3rd 36 10 4th 17 10 Total Fq6 39 TOTAL: 155 SOUTH LEG HOUR TOTAL: 630 Prepared by NEWPORT TRAFFIC STUDIES IF INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: I-15 NB RAMPS EAST-WEST STREET: RAILROAD CYN DATE: 05-11-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07:15AM NORTH LEG TOTAL: 0 Total 1st 2nd 3rd 4th Rt Thru Lt EAST LEG TOTAL: 1,794 Rt 243 204 146 156 741 Thru 247 257 282 259 1045 Total 1st 2nd 3rd 4th Lt L------,-----------I--------L_ 189 48 46 41 54 Lt 1st 2nd 3rd 4th Total 663 153 162 190 158 Thru Rt WEST LEG TOTAL: 852 PF.Au HOUR FACTORS NORTli LEG = Lt Thru Rt SOUTH LEG = 0 ,89 EAST LEG = 0 .92 1st 30 61 WEST LEG = 0 .92 2nd 43 66 ALL LEGS = 0 .99 3rd 37 81 4th 44 2 76 Total 154 2 286 TOTAL:- 442 SOUTH LEG HOUR TOTAL: 3, 088 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NO STREET: I-15 NB RAMPS EAST-WEST STREET: RAILROAD CYN DATE: 05-11-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04:30PM NORTH LEG TOTAL: 0 Total . let 2nd 3rd L= 4th Rt Thru Lt EAST LEG TOTAL: 1,395 Rt 127 144 132 136 539 Thru 200 227 203 226 856 Total let 2nd 3rd 4th Lt 45 6 29 8FP1223 45 Lt let 2nd 3rd 4th Total 25 8 344 Thru Rt WEST LEG TOTAL: 1, 408 PEAK HOUR FACTOR-v NORTH LEG = Lt Thru Rt SOUTH LEG = 0.92 EAST LEG = 0.94 1st 55 1 146 WEST LEG = 0 . 90 2nd 44 1 134 ALL LEGS = 0.93 3rd 62 122 4th 68 14411 Total 229 2 546I TOTAL: 777 SOUTH LEG HOUR TOTAL: 3, 580 Prepared by NEWPORT TRAFFIC STUDIES COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LEDE74AM NIS:DEXTER AVENUE Site Code :5100608 ENV.CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :1 Grouns Printed-TOTAL VOL ME DEXTER AVENUE CENTRAL AVENUE/SR- DEXTER AVENUE CENTRAL AVENUE/SR- Southbound 74 Westbound Northbound Eastbound Start Time Left Thru Ri t resat Left Thru Right row Left ?hru Ri t A-rma1 Left Thru Ri t I A .Toat tnt.Toni 06:45 AM 16 4 48 68 16 238 33 287 21 11 14 46 68 189 29 286 687 Total 16 4 48 68 16 238 33 287 21 11 14 46 68 189 29 286 687 07:00 AM 15 9 44 68 23 231 28 282 16 7 23 46 44 173 19 236 632 07:15 AM Is 10 40 65 26 203 35 264 i8 24 7 49 60 174 26 260 638 07:30 AM 20 36 82 138 32 171 89 292 15 46 5 66 89 167 22 278 774 07:45 AM 25 49 93 167 31 180 66 277 16 26 9 51 83 155 37 275 770 Total 75 104 259 438 112 785 218 ills 65 103 44 212 276 669 104 1049 2814 08:00 AM 13 10 53 76 26 175 21 222 29 3 15 47 51 132 26 209 554 08:15 AM 8 3 38 49 12 172 20 204 23 5 8 36 34 142 26 202 491 08:30 AM 12 1 32 45 14 178 l7 209 33 11 11 55 36 119 30 185 494 Grand Total 124 122 430 676 180 1548 309 2037 171 133 92 396 465 1251 215 1931 5040 Apprch% 18.3 18 63,6 8.8 76 15.2 43.2 33.6 23.2 24.1 64.8 11.1 Total% 2.5 2.4 8.5 13.4 3.6 30.7 6.1 40.4 3.4 2.6 1.8 7.9 9.2 24.8 4.3 38.3 DEXTER AVENUE CENTRAL AVENUE SR- DEXTER AVENUE CENTRAL AVENUE/SR- 5outhbound 74 Westbound Northbound 74 Eastbound Start Time Left I Thru I Right I A ,row Left Right App,row Left Thor Right Am.TMI Left Thru I Right App.row Int.Total Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak I of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 15 9 44 68 23 231 28 282 16 7 23 46 44 173 19 236 632 07:15 AM 15 10 40 65 26 203 35 264 18 24 7 49 60 174 26 260 638 07:30 AM 20 36 82 138 32 171 89 292 15 46 5 66 89 167 22 278 774 07:45 AM 25_ 49 93 167 31 180 66 277 16 26 9 51 83 155 37 275 770 Total Volume 75 104 259 438 112 785 218 1115 65 103 44 212 276 669 104 1049 2814 %App.Total 17.1 23.7 59.1 10 70.4 19.6 30.7 48.6 20.8 26.3 63.8 9.9 PHF 750 .531 .696 .656 .875 .850 .612 .955 .903 .560 .478 .803 1 .775 .961 .703 .943 .909 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LEDE74AM N/S:DEXTER AVENUE Site Code :5100608 E/W.CENTRAL AVENUE/SR-74 Start Date :1/10/2006 WEATHER:SUNNY Page No :2 DEXTER AVENUE to TotW 11os51 :r 1 Left 4 Peak Hour Data v`D^ Zm tj North ? 2c D .S^ —► Peak Hour Begins at 07:00 AM t—2 3�n rR M M t r 2�� �� o` v �Gs *, T F+ �Thru Out In Total Peak Hour Analysis From 06:45 AM to 08:30 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: _ 07:15 AM 06:45 AM 07:15 AM 06:45 AM +0 mins. 15 10 40 65 16 239 33 287 18 24 7 49 68 189 29 286 +15 mins. 20 36 82 138 23 231 28 282 15 46 5 66 44 173 19 236 +30 mins. 25 49 93 167 26 203 35 264 16 26 9 51 60 174 26 260 +45 mins. 13 t0 53 76 32 171 89 292 29 3 15 47 89 167 22 278 Total Volume 73 105 268 446 97 843 185 1125 78 99 36 213 261 703 96 1060 %App. a 16.4 23.5 60.1 8.6 74.9 16.4 36.6 46.5 16.9 24.6 66.3 9.1 PHF 730 .536 .720 .668 .758 .886 .520 .963 .112 .538 .600 .807 .733 .930 .828 .927 COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LEDE74PM N/S:DEXTER AVENUE Site Code :5100611 E/W:CENTRAL AVENUE SR/74 Start Date :1/10/2006 WEATHER:WEATHER:SUNNY Page No :1 Grouvs Printed-TOTAL VOLUME DEXTER AVENUE . CENTRAL AVENUE SR/74 DEXTER AVENUE CENTRAL AVENUE SR/74 Southbound Westbound Northbound Eastbound Start Time Left Thru Right row Left Thru Ri t .T°m Left Thru Ri t w .Tom Left Thru R ight Apj,.Tm.l Mt.total 04:00 PM 26 17 54 97 24 192 13 229 18 10 23 51 38 281 32 351 728 04:15 PM 23 12 48 83 17 152 18 187 20 9 35 64 37 284 27 348 682 04:30 PM 23 7 53 83 21 187 15 223 26 9 29 64 41 280 45 366 736 04:45 PM 19 10 66 95 17 161 21 199 21 9 38 68 42 279 36 357 719 Total 91 46 221 358 79 692 67 838 85 37 125 247 158 1124 140 1422 2865 05:00 PM 18 7 49 74 15 173 21 209 23 10 35 68 44 272 34 310 101 05:15 PM 21 3 37 61 13 185 30 228 29 l0 25 64 49 260 32 341 694 05:30 PM 18 11 63 92 13 169 20 202 21 14 18 53 53 262 29 344 691 05:45 PM 19 3 43 65 12 145 17 174 20 6 25 51 38 202 28 268 558 Total 76 24 192 292 53 672 88 813 93 40 103 236 184 996 123 1303 2644 Grand Total 167 70 413 650 I 132 1364 155 1651 I 178 77 228 483 I 342 2120 263 2725 5509 Apprch% 25.7 10,8 63.5 8 82.6 9.4 36.9 15.9 47.2 12.6 77.8 9.7 Total% 3 1.3 7.5 11.8 2.4 24.8 2.8 30 3.2 1.4 4.1 8.8 6.2 38.5 4.8 49.5 DEXTER AVENUE CENTRAL AVENUE SR/74 DEXTER AVENUE CENTRAL AVENUE SR/74 Southbound Westbound Northbound Eastbound Start Time Left I Thru I Right I An.T,°, � � LCft ThM rRight(Agp. Left T Thru Right w°o Tom Le Thru I Right I App.r e1 Int.Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak How for Entire Intersection Begins at 04:00 PM 04:00 PM 26 17 54 97 24 192 13 229 18 10 23 51 38 281 32 351 728 04:15 PM 23 12 48 83 17 152 18 187 20 9 35 64 37 284 27 348 682 04:30 PM 23 7 53 83 21 187 15 223 26 9 29 64 41 280 45 366 736 04:45 PM 19 10 66 95 17 161 21 199 21 9 38 68 42 279 36 357 719 Total Volume 91 46 221 358 79 692 67 838 85 37 125 247 158 1124 140 1422 2865 App.Total - 25.4 12.8 61.7 9.4 82.6 8 34.4 15 50.6 11.1 79 9.8 _ PHF .875 .676 .837 .923 .823 .901 .798 .817 92 22 .908 40 .989 .778 .971 .973 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 CITY OF LAKE ELSINORE 951-247-6716 File Name :LEDE74PM N/S:DEXTER AVENUE Site Code :5100611 ENV:CENTRAL AVENUE SR/74 Start Date :Ill0/2006 WEATHER:WEATHER:SUNNY Page No :2 Out AVENUE 1 2621 In i 6201 R M Ttwu 1 Left Peak Hour Data a 0 wms I �w J North o, Z N Peak Hour Begins at Dcoo PM 4-2 u o J TOTAL VOLUME C rQ v z r W - u U �vh I eft Ttnu Ri ht 37 1 5 ® 4 Out In Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Be pins at: 04:00 PM 04:30 PM 04:15 PM 04:00 PM +0 mins. 26 17 54 97 21 187 15 223 20 9 35 64 38 281 32 351 +15 mins. 23 12 48 83 17 161 21 199 26 9 29 64 37 284 27 348 +30 mins. 23 7 53 83 15 173 21 209 21 9 38 68 41 280 45 366 _ +45 mins. 19 10 66 95 13 185 30 228 23 10 35 68 42 279 36 357 Total Volume 91 46 221 358 66 706 87 859 90 37 137 264 158 1124 140 1422 %App.Total 25.4 12.8 61.7 7.7 82.2 10.1 34.1 14 51.9 11.1 79 9.8 PHF 875 .676 .837 .923 .786 .944 725 .942 .865 .925 .901 .971 .940 989 .778 .971 INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: CAMBERN EAST-WEST STREET: SR-74 DATE: 05-24-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07 : 15AM NORTH LEG TOTAL: 266 252 1 13 11 Total 31 0 3 1st 71 0 1 2nd 79 0 4 3rd 71 1 5 4th Rt Thru Lt EAST LEG TOTAL: 943 Rt 7 29 59 12 107 Thru 212 227 221 168 828 Total 1st 2nd 3rd 4th Lt 1 1 5 1 8 231 30 79 86 36 Lt 1st 2nd 3rd 4th Total 565 144 149 147 125 Thru 1 0 0 1 0 Rt WEST LEG TOTAL: 797 PEAK HOUR FACTORS NORTH LEG = 0.80 Lt Thru Rt SOUTH LEG = 0.38 EAST LEG = 0.83 1st 1 0 1 WEST LEG = 0. 85 2nd 0 0 0 ALL LEGS = 0 . 83 3rd 0 0 4 4th 0 0 0 Total 1 5 TOTAL: 6 SOUTH LEG HOUR TOTAL: 2, 012 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: CAMBERN EAST-WEST STREET: SR-74 DATE: 05-24-05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04 :OOPM NORTH LEG TOTAL: 129 113 .1 15 Total 22 0 2 1st 31 1 5 2nd 32 0 7 3rd 28 0 1 4th Rt Thru Lt EAST LEG TOTAL: 667 Rt 4 2 2 2 10 Thru 159 162 168 166 655 Total 1st 2nd 3rd 4th Lt 0 1 0 1 2 91 18 25 28 20 Lt 1st 2nd 3rd 4th Total 1028 275 251 259 243 Thru 6 4 0 1 1 Rt WEST LEG TOTAL: 1, 125 PEAK HOUR FACTORS NORTH LEG = 0.83 Lt Thru Rt SOUTH LEG = 0.55 EAST LEG = 0.98 1st 0 0 1 WEST LEG = 0.95 2nd 1 0 2 ALL LEGS = 0.96 3rd 2 0 3 4th 2 0 0 Total =5 6 TOTAL: 11 SOUTH LEG HOUR TOTAL: 1, 932 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: CAMINO DE NORTE EAST-WEST STREET: MAIN DATE: 04-06-06 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07 :15AM NORTH LEG TOTAL: 125 120 5 Total 29 1 1st 30 2 2nd 33 1 3rd 28 1 4th Rt Thru Lt EAST LEG TOTAL: 0 Rt T7 Thru Total 1st 2nd 3rd 4th Lt 98 27 19 22 30 Lt 1st 2nd 3rd 4th Total Thru 81 1 3 3 1 Rt WEST LEG TOTAL: 106 PEAK HOUR FACTORS NORTH LEG = 0.92 Lt Thru Rt SOUTH LEG = 0 .45 EAST LEG = 1st 0 1 WEST LEG = 0 .85 2nd 2 1 ALL LEGS = 0 .94 3rd 4 1 4th 0 0 Total 6 3 TOTAL: 9 SOUTH LEG HOUR TOTAL: 240 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: CAMINO DE NORTE EAST-WEST STREET: MAIN DATE: 04-06-06 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04 :30PM NORTH LEG TOTAL: 145 142 3 Total 30 3 1st 39 0 2nd 39 0 3rd 34 0 4th Rt Thru Lt EAST LEG TOTAL: 0 Rt IF7 Thru Total 1st 2nd 3rd 4th Lt 199 47 46 61 45 Lt 1st 2nd 3rd 4th Total Thru 8 5 1 1 1 Rt WEST LEG TOTAL: 207 PEAK HOUR FACTORS NORTH LEG = 0 . 93 Lt Thru Rt SOUTH LEG = 0.65 EAST LEG = 1st 5 0 WEST LEG = 0.83 2nd 2 0 ALL LEGS = 0.86 3rd 3 2 4th 0 1 Total =10 3 TOTAL: 13 SOUTH LEG HOUR TOTAL: 365 Prepared by NEWPORT TRAFFIC STUDIES COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECDFRAM N/S: CANYON ESTATE DR/CAMINO DEL NORTE Site Code :0511440 ENV: FRANKLIN STREET Start Date :6/22/2006 WEATHER:SUNNY Page No : 1 Grou s Printed-TOTAL VOLUME CAMINO DEL NORTE CANYON ESTATES DRIVE FRANKLIN STREET Southbound Northbound Eastbound L_ Start Time Thru I Right I App.Total Left Thru App.Total Left I Right I App.Total Int.Total 07:00 AM 1 0 1 13 0 13 0 17 17 31 07:15 AM 0 0 0 14 0 14 0 13 13 27 07:30 AM 0 0 01 12 0 12 0 10 10 22 07:45 AM 1 0 _ 11 13 0 13 0 25 25 39 Total 2 0 2 52 0 52 0 65 65 119 08:00 AM 1 0 1 8 0 8 0 11 11 20 08:15 AM 0 0 0 12 0 12 0 20 20 32 08:30 AM 1 0 1 12 0 12 0 18 18 31 08:45 AM, 0 0 0 12 0 12 0 15 15 27 Total 2 0 2 44 0 44 0 64 64 110 Grand Total! 4 0 4 96 0 96 0 129 129 229 Apprch% 100 0 100 0 0 100 Total%± 1.7 0 1.7 41.9 0 41.9 0 56.3 56.3 CAMINO DEL NORTE CANYON ESTATES DRIVE E FRANKLIN STREET _ Southbound I Northbound Eastbound — Start Time Thru I Right I App.Total Left Thru I App.Total I Leftl Right I App.Total Int.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 1 0 1 13 0 13 0 25 25 39 08:00 AM 1 0 1 8 0 8 0 11 11 20 08:15 AM 0 0 0 12 0 12 0 20 20 32 08:30 AM 1 0 1 12 0 12 0 18 18 31 Total Volume 3 0 3 45 0 45 0 74 74 122 %App.Total 100 0 100 0 0 100 PHF .750 .000 .750 .865 .000 .865 .000 .740 .740 .782 COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECDFRAM N/S: CANYON ESTATE DR/CAMINO DEL NORTE Site Code :0511440 E/W: FRANKLIN STREET Start Date :6/22/2006 WEATHER: SUNNY Page No :2 CAMINO DEL NORTE Out In Total 0 3 03 0 3 �ht Thru i I� J Peak Hour Data W� T w North z— Peak Hour Begins at 07:45 AM Y �L Z r TOTAL VOLUME �15 O� T Left ThrU 1451 0 I 45 122 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each ApDroach Begins at: 07:45 AM 07:00 AM 07:45 AM +0 mins. 1 0 1 13 0 13 0 25 25 +15 mins. 1 0 1 14 0 14 0 11 11 +30 mins. 0 0 0 12 0 12 0 20 20 +45 mins. 1 0 1 13 0 13 0 18 18 Total Volume 3 0 3 52 0 52 0 74 74 %App.Total 100 0 100 0 0 100 PHF .750 .000 .750 .929 .000 .929 .000 .740 .740 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECEFRPM N/S: CANYON ESTATE DR/CAMINO DEL NORTE Site Code :0511440 ENV: FRANKLIN STREET Start Date :6/22/2006 WEATHER:SUNNY Page No : 1 Groups Printed-TOTAL VOLUME CAMINO DEL NORTE CANYON ESTATES DRIVE FRANKLIN STREET Southbound Eastbound _ Northbound _ Start Time Thru Ri ht A .Total Left Thru A .Total Left Right A .Total Int.Total 04:00 PM 0 0 0 21 0 21 0 91 91 112 04:15 PM 0 0 0 21 0 21 0 82 82 103 04:30 PM 2 0 2 21 0 21 0 86 86 109 04:45 PM_ 0 0 0 28 0 28 0 76 76 104 Total 2 0 2 91 0 91 0 335 335 428 05:00 PM 2 0 2 ! 28 0 28 0 97 97 127 05:15 PM 0 0 0 38 0 38 0 113 113 151 05:30 PM 2 0 2 18 1 19 0 100 100 121 05:45 PM 0 0 0_ 20 0 20 0 106 106 126 Total 4 0 4 104 1 105 0 416 416 525 Grand Total 6 0 6 I 195 1 196 0 751 751 I 953 Apprch% 100 0 11 99.5 0.5 0 IOQ !I Total% 0.6 0 0.6 20.5 0.1 20.6 0 78.8 ?8.8 CAMINO DEL NORTE CANYON ESTATES DRIV= FRANKLIN STREET Southbound I Northbound Eastbound Start Time I Thru Right I Ann.Total I Left l Thru I Ano.Total? Lcftl Right I Ann.Total Int.Total Peak Hour Analysis From 04:00 PM to-05:45 PM-Peak I of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 2 0 2 28 0 28 0 97 97 127 05:15 PM 0 0 0 38 0 38 0 113 113 151 05:30 PM 2 0 2 18 1 19 0 100 100 121 _ 05:45 PM 0 0 0 20 0 20 0 106 106 126 Total Volume 4 0 4 104 1 105 0 416 416 525 %Apo.Total 100 0 99 1 0 100 _ PHF .500 .000 .500 .684 .250 .691 .000 .920 .920 .869 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECEFRPM N/S:CANYON ESTATE DR/CAMINO DEL NORTE Site Code :0511440 E/W: FRANKLIN STREET Start Date :6/22/2006 WEATHER: SUNNY Page No :2 CAMINO DEL NORTE Out In Total 0 4 Right Th Peak Hour Data r w * North � JJ �C� z— Peak Hour Begins at 05:00 PM 1 z 'k y T TAL VOLUME v ,gyoo LL 1 Left Thru 1()4 1 ® 10 5 F 525 Out In Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Ao ach Be ins at: 04:15 PM 04:30 PM 05:00 PM +0 mins. 0 0 0 21 0 21 0 97 97 +15 mins. 2 0 2 28 0 28 0 113 113 +30 mins. 0 0 0 28 0 28 0 100 100 +45 mins. 2 0 2 38 0 38 0 106 106 Total Volume 4 0 4 115 0 115 0 416 416 %App.Total 100 0 100 0 0 100 PHF .500 .000 .500 .757 .000 .757 .000 .920 .920 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECESUAM N/S:CANYON ESTATE DRIVE Site Code :0511410 E/W:SUMMERHILL DRIVE Start Date :6/22/2006 WEATHER:SUNNY Page No : 1 Groups Printed-TOTAL VOLUME CANYON ESTATES DRIVE SUMMERHILL DRIVE CANYON ESTATES DRIVE SUMMERHILL DRIVE Southbound Westbound Northbound Eastbound Start Time Left Thru Right A .Toul Left Thru I Ri t n .T.w Left Thru Right A .T w Left Thru Ri ht App.Torsi Inc Total 07:00 AM 2 1 24 27 0 65 2 67 14 0 0 14 12 35 4 51 159 07:15 AM 2 1 20 23 0 69 2 71 8 1 0 9 9 16 1 26 129 07:30 AM 3 0 25 28 2 59 6 67 23 0 1 24 9 35 3 47 166 07:45 AM 2 2 25 29 0 63 5 68 10 1 0 11 11 33 5 49 157 Total 9 4 94 107 2 256 15 273 55 2 1 58 41 119 13 173 611 08:00 AM 0 0 26 26 0 61 3 64 12 3 1 16 15 25 3 43 149 08:15 AM 11 1 21 33 0 73 5 78 10 1 1 12 11 32 2 45 168 08:30 AM 4 0 28 32 0 61 5 66 8 1 0 9 21 35 2 58 165 08:45 AM 1 2 31 34 0 66 2 68 10 0 0 10 25 25 3 53 165 Total 16 3 106 125 0 261 15 276 40 5 2 47 72 117 10 199 647 Grand Total 25 7 200 232 2 517 30 549 I 95 7 3 105 I 113 236 23 372 ( 1258 Apprch% 10.8 3 86.2 0.4 94.2 5.5 90.5 6.7 2.9 30.4 63.4 6.2 Total% 2 0.6 15.9 18.4 0.2 41.1 2.4 43.6 7.6 0.6 0.2 8.3 9 18.8 1.8 29.6 CANYON ESTATES DRIVE SUMMERHILL DRIVE CANYON ESTATES DRIVE SUMMERHILL DRIVE Southbound Westbound Northbound Eastbound Start Time Left I Thru I Right I App.Total Left That I Right I A, To at Left Thru I Right App.Total I Left I Thru I Right Auo rovt Int.Total i Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak I of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 26 26 0 61 3 64 12 3 1 16 15 25 3 43 149 08:15 AM 1 1 1 21 33 0 73 5 78 10 1 I 12 11 32 2 45 168 08:30 AM 4 0 28 32 0 61 5 66 8 1 0 9 21 35 2 58 165 _ 08:45 AM 1 2 31 34 0 66 2 68 10 0 0 10 25 25 3 53 165 Total Volume 16 3 106 125 0 261 15 276 40 5 2 47 72 117 10 199 647 %App.Total 12.8 2.4 84.8 0 94.6 5.4 85.1 10.6 4.3 36.2 58.8 5 PHF ' .364 .375 .855 .919 .000 .894 .750 .885 1 .833 .417 .500 .734 1 .720 .836 .833 .859 .963 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECESUAM N/S:CANYON ESTATE DRIVE Site Code :0511410 E/W: SUMMERHILL DRIVE Start Date :6/22/2006 WEATHER:SUNNY Page No :2 CANYON ESTATES DRIVE Out In Total 92 125 1 217 t 1061 31 16 Right Thru Left Peak Hour Data T o >~ 50 C North o ^N rn m �cr � 2 _ x— ^F—+ Peak Hour Begins=00AM f--2 F Lu rn r 1 n t TOTAL VOLUME m J O No`r l �o A~m �v F* Left Th Ri ht 40 5 2 0 47 60 Out In Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: i 08:00 AM 07:30 AM 07:30 AM 08:00 AM +0 mins. ! 0 0 26 26 2 59 6 67 23 0 1 24 15 25 3 43 +15 mins. 11 1 21 33 0 63 5 68 10 1 0 11 11 32 2 45 +30 mins. 4 0 28 32 0 61 3 64 12 3 1 16 21 35 2 58 +45 mins. 1 2 31 34 0 73 5 78 10 1 1 12 25 25 3 53 Total Volume 16 3 106 125 2 256 19 277 55 5 3 63 72 117 10 199 %App.Total 12.8 2.4 84.8 0.7 92.4 6.9 87.3 7.9 4.8 36.2 58.8 5 PHF .364 .375 .855 .919 .250 .877 .792 .888 .598 .417 .750 .656 .720 .836 .833 .858 COUNTS UNLIMITED INC. 25424JACLYN AVENUE MORENO VALLEY CA.92557 951-247-6716 CITY OF LAKE ELSINORE File Name : LECESUPM N/S: CANYON ESTATE DRIVE Site Code :0511410 E/W:SUMMERHILL DRIVE Start Date :6/22/2006 WEATHER:SUNNY Page No : 1 Grows Printed-TOTAL VOLUME CANYON ESTATES DRIVE SUMMERHILL DRIVE CANYON ESTATES DRIVE SUMMERHILL DRIVE Southbound Westbound Northbound Eastbound Start Time Left Thru i ht A .Tonl Left Thru Ri ht I n .Toni Left i Thru Right A .Tout Left Thru Right App.Total Int.Total 04:00 PM 16 7 78 101 1 45 3 49 8 1 0 9 36 63 16 115 274 04:15 PM 14 12 72 98 0 57 5 62 13 1 1 15 43 66 14 123 298 04:30 PM 12 8 92 112 1 55 4 60 9 4 1 14 33 73 14 120 306 04:45 PM 19 6 74 99 5 46 3 54 11 5 1 17 42 61 21 124 294 Total 61 33 316 410 7 203 15 225 41 11 3 55 154 263 65 482 1172 05:00 PM 14 7 71 92 0 50 7 57 8 2 0 10 1 42 73 18 133 292 05:15 PM 23 13 95 131 0 56 5 61 14 1 0 15 34 62 12 108 315 05:30 PM 17 10 82 109 0 55 5 60 10 1 0 11 42 77 15 134 314 05:45 PM 32 10 86 128 0 54 4 58 10 6 0 16 28 84 17 129 331 Total 86 40 334 460 0 215 21 236 42 10 0 52 146 296 62 504 1252 Grand Total I 147 73 650 870 7 418 36 461 83 21 3 107 300 559 127 986 2424 Apprch% 16.9 8.4 74.7 ].5 90.7 7.8 77.6 19.6 2.8 30.4 56.7 12.9 Total% 6.1 3 26.8 35.9 0.3 17.2 1.5 19 3.4 0.9 0.1 4.4 12.4 23.1 5.2 40.7 CANYON ESTATES DRIVE SUMMERHILL DRIVE CANYON ESTATES DRIVE SUMMERHILL DRIVE Southbound Westbound Northbound Eastbound Start Time Left I Thru G Right I aoo.Toast Left Thru Right ADD.Total Left Thru Right auo.Totat Left Thru Ri Int.Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 14 7 71 92 0 50 7 57 I 8 2 0 10 42 73 18 133 292 05:15 PM 23 13 95 131 0 56 5 61 14 1 0 15 34 62 12 108 315 05:30 PM 17 10 82 109 0 55 5 60 10 t 0 11 42 77 15 134 314 05:45 PM 32 10 86 l28 0 54 4 58 10 6 0 16 28 84 17 129 331 Total Volume 86 40 334 460 0 2115 21 236 42 10 0 52 146 296 62 504 1252 %A .Total 18.7 8.7 72.6 0 91.1 8.9 80.8 19.2 0 29 58.7 12.3 PHF .672 .769 .879 .878 1 .000 .960 .750 .967 .750 .417 .000 .813 .869 .881 .861 .940 .946 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA.92567 951-247-6716 CITY OF LAKE ELSINORE File Name : LECESUPM N/S:CANYON ESTATE DRIVE Site Code : 0511410 E/W: SUMMERHILL DRIVE Start Date :6/22/2006 WEATHER: SUNNY Page No 2 CANYON ESTATES DRIVE Out In Total 177 F 480 F 637 401 861 Right T� eft J Peak Hour Data Lu North 0 3 J C N W 2 -{ N --� Peak Hour Begins at 05:00 PM 4--2Lu 3 �T TAIL V LUME A 0`n tJ I G: i •� o �o m y T r Lett 'r ru Ri ht 42 10 0 102 52 154 Out In Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 04:15 PM 05:00 PM +0 mins. 14 7 71 92 0 50 7 57 13 1 1 15 42 73 18 133 +15 mins. 23 13 95 131 0 56 5 61 9 4 t 14 34 62 12 109 +30 mins. 17 10 82 109 0 55 5 60 11 5 1 17 42 77 15 134 +45 mins. 32 10 86 128 0 54 4 58 8 2 0 10 28 84 17 129 Total Volume 86 40 334 460 0 215 21 236 41 12 3 56 146 296 62 504 %App.Total 18.7 8.7 72.6 0 91.1 8.9 73.2 21.4 5.4 29 58.7 12.3 PHF .672 .769 .879 .878 .000 .960 .750 .967 .788 .600 .750 .824 1 .869 .881 .861 .940 INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: SUMMERHILL EAST-WEST STREET: RAILROAD CYN DATE: 05-24 -05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 07 : OOAM NORTH LEG TOTAL: 581 181 92 308 Total 58 16 88 1st 64 15 89 2nd 31 26 79 3rd 28 35 52 4th Rt Thru Lt EAST LEG TOTAL: 1, 523 Rt 12 7 26 11 56 Thru 263 347 386 325 1321 Total 1st 2nd 3rd 4th Lt 36 33 38 39 146 140 29 29 31 51 Lt 1st 2nd 3rd 4th Total 572 138 156 124 154 Thru 206 46 41 53 66 Rt WEST LEG TOTAL: 918 PEAK HOUR FACTORS NORTH LEG = 0 .86 Lt Thru Rt SOUTH LEG = 0 .93 EAST LEG = 0 .85 1st 51 7 27 WEST LEG = 0.85 2nd 53 7 25 ALL LEGS = 0.96 3rd 51 11 18 4th 69 13 10 Total F224 38 80 TOTAL: 342 SOUTH LEG HOUR TOTAL: 3,364 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURN COUNT PEAK HOUR NORTH-SOUTH STREET: SUMMERHILL EAST-WEST STREET: RAILROAD CYN DATE: 05-24 -05 JURISDICTION: LAKE ELSINORE PEAK HOUR: 04 :45PM NORTH LEG TOTAL: 651 294 143 214 Total 64 26 43 1st 89 40 54 2nd 75 38 55 3rd 66 39 62 4th Rt Thru Lt EAST LEG TOTAL: 938 Rt 12 24 24 10 70 Thru 232 153 194 186 765 Total 1st 2nd 3rd 4th Lt 23 26 31 23 103 357 78 99 98 82 Lt 1st 2nd 3rd 4th Total 1002 205 238 303 256 Thru 336 92 88 84 72 Rt WEST LEG TOTAL: 1, 695 PEAK HOUR FACTORS NORTH LEG = 0 .89 Lt Thru Rt SOUTH LEG = 0 .91 EAST LEG = 0 .88 1st 73 37 58 WEST LEG = 0 .87 2nd 83 47 62 ALL LEGS = 0.91 3rd 92 54 61 4th 85 46 52 Total 333 18K:2E TOTAL: 750 SOUTH LEG HOUR TOTAL: 4, 034 Prepared by NEWPORT TRAFFIC STUDIES 24 HOUR VOLUMES STREET : CAMINO DE NORTE LAKE ELSINORE LOCATION N/0 MAIN DATE 04-04-06 NORTHBOUND SOUTHBOUND TOTAL 12 : 00 2 3 5 1: 00 2 0 2 2 : 00 1 0 1 3 : 00 5 1 6 4 :00 6 2 8 5 : 00 13 13 26 6 : 00 79 54 133 7 : 00 94 114 208 8:00 99 89 188 9 : 00 99 69 168 10 : 00 106 97 203 11:00 AM 104 81 185 12 : 00 PM 121 102 223 1: 00 125 98 223 2 :00 127 95 222 3 : 00 151 135 286 4 : 0 0 172 147 319 5 : 00 164 121 285 6 : 00 66 53 119 7 : 00 55 43 98 8 : 00 18 19 37 9 :00 18 18 36 10 : 00 13 13 26 11: 00 13 3 16 12 : 00 1, 653 1, 370 3, 023 repared by NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET : CAMINO DE NORTE LAKE ELSINORE LOCATION : N/0 MAIN DATE 04-04-06 AM PM NORTH SOUTH TOTAL NORTH SOUTH TOTAL BOUND BOUND TOTAL BOUND BOUND TOTAL 1 0 1 12 :00 33 20 53 0 0 0 32 38 70 0 0 0 20 22 42 1 3 4 36 22 58 0 0 0 1.00 34 32 66 2 0 2 29 22 51 0 0 0 29 21 50 0 0 0 33 23 56 0 0 0 2 :00 18 29 47 0 0 0 35 19 54 0 0 0 35 20 55 1 0 1 39 27 66 2 0 2 3 :00 42 25 67 1 0 1 32 39 71 2 1 3 33 39 72 0 0 0 44 32 76 2 1 3 4 :00 42 42 84 2 0 2 37 32 69 0 1 1 46 32 78 2 0 2 47 41 88 1 0 1 5 :00 62 37 99 4 4 8 38 37 75 2 3 5 36 26 62 6 6 12 28 21 49 15 9 24 6 :00 20 12 32 16 8 24 22 16 38 21 18 39 13 15 28 27 19 46 11 10 21 27 21 48 7 : 00 19 11 30 26 25 51 15 14 29 20 32 52 15 13 28 21 36 57 6 5 11 27 28 55 8:0 0 2 6 8 23 27 50 3 4 7 22 11 33 8 3 11 27 23 50 5 6 11 31 15 46 9 :0 0 5 9 14 26 20 46 6 3 9 16 17 33 3 4 7 26 17 43 4 2 6 26 21 47 10 :00 6 2 8 30 17 47 2 5 7 23 36 59 1 4 5 27 23 50 4 2 6 28 29 57 11 : 00 3 2 5 26 27 53 6 0 6 22 16 38 4 0 4 28 9 37 0 1 1 Prepared by NEWPORT TRAFFIC STUDIES 24 HOUR VOLUMES STREET MAIN LAKE ELSIONORE LOCATION S/0 I-15 DATE 05-25-05 NORTHBOUND SORTHBOUND TOTAL 12 : 00 35 38 73 1:00 30 29 59 2 : 00 16 19 35 3 : 00 53 30 83 4: 00 128 48 176 5:00 292 119 411 6: 00 528 232 760 7 :0 0 550 537 1, 087 8: 00 420 381 801 9: 00 337 307 644 10: 00 372 278 650 11: 00 AM 441 320 761 12 : 00 PM 399 309 708 1: 00 373 383 756 2 : 00 498 434 932 3 :00 524 543 1, 067 4 : 00 454 581 1, 035 5: 00 466 503 969 6 : 00 313 414 727 7 : 00 258 239 497 8: 00 197 186 383 9:00 169 162 331 10 :00 85 111 196 11:00 47 57 104 12 :00 6, 985 6,260 13,245 ;Prepared by NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET : MAIN LAKE ELSIONORE LOCATION : S/O I-15 DATE 05-25-05 AM PM NORTH SOUTH TOTAL NORTH SOUTH TOTAL BOUND BOUND TOTAL BOUND BOUND TOTAL 10 8 18 12 :00 98 74 172 10 12 22 102 63 165 8 11 19 79 88 167 7 7 14 120 84 204 10 11 21 1: 00 98 78 176 8 8 16 79 98 177 9 6 15 104 108 212 3 4 7 92 99 191 3 4 7 2 :0 0 120 99 219 2 5 7 110 116 226 3 7 10 136 105 241 8 3 11 132 114 246 4 8 12 3 :00 133 114 247 12 3 15 125 151 276 16 8 24 123 139 262 21 11 32 143 139 282 17 10 27 4:00 128 164 292 36 12 48 107 138 245 32 15 47 129 139 268 43 11 54 90 140 230 45 17 62 5:00 131 142 273 44 28 72 121 141 262 100 30 130 119 117 236 103 44 147 95 103 198 102 33 135 6 : 00 75 108 183 114 53 167 79 107 186 161 71 232 78 109 187 151 75 226 81 90 171 110 105 215 7 :00 62 75 137 125 154 279 76 58 134 157 129 286 47 45 92 158 149 307 73 61 134 135 115 250 8:00 41 54 95 107 110 217 59 45 104 96 81 177 54 43 97 82 75 157 43 44 87 66 79 145 9:00 42 42 84 89 76 165 51 51 102 74 64 138 39 42 81 108 88 196 37 27 64 80 60 140 10: 00 22 32 54 108 70 178 22 29 51 94 63 157 25 24 49 90 85 175 16 26 42 117 94 211 11: 00 15 21 36 125 64 189 12 12 24 96 97 193 13 11 24 103 65 168 7 13 20 Prepared by NEWPORT TRAFFIC STUDIES 24 HOUR VOLUMES STREET : SUMMERHILL LAKE ELSIONORE LOCATION N/O RAILROAD DATE 05-25-05 NORTHBOUND SOUTHBOUND TOTAL 12 : 00 17 46 63 1:00 10 24 34 2 :00 7 24 31 3 :00 23 30 53 4 : 00 31 26 57 5 :00 103 72 175 6 : 00 181 379 560 7 :00 272 578 850 8 : 00 397 508 905 9 :00 433 465 898 10 : 00 409 442 851 11:00 AM 455 434 889 12 :00 PM 456 381 837 1: 00 466 404 870 2 : 00 520 401 921 3 : 00 490 484 974 4 :00 5 00 546 611 1, 157 : 6 : 00 616 641 1, 257 376 377 753 7 : 0 0 266 228 494 8:00 167 184 351 9 :00 137 170 307 10 : 00 52 81 133 11: 00 33 45 78 12 : 00 6,463 7, 035 13,498 Prepared by NEWPORT TRAFFIC STUDIES 15 MINUTE COUNTS STREET : SUMMERHILL LAKE ELSIONORE LOCATION : N/O RAILROAD DATE 05-25-05 AM PM NORTH SOUTH TOTAL NORTH SOUTH TOTAL BOUND BOUND TOTAL BOUND BOUND TOTAL 3 11 14 12 : 00 96 87 183 3 13 16 126 80 206 7 13 20 124 87 211 4 9 13 110 127 237 0 6 6 1:00 113 106 219 4 5 9 103 101 204 4 6 10 105 104 209 2 7 9 145 93 238 0 3 3 2 :00 118 120 238 4 6 10 119 93 212 3 9 12 132 84 216 0 6 6 151 104 255 9 6 15 3 :0 0 133 131 264 0 9 9 118 140 258 5 8 13 111 100 211 9 7 16 128 113 241 5 6 11 4 :00 138 160 298 5 9 14 134 147 281 5 6 11 131 157 288 16 5 21 143 147 290 17 11 28 5: 00 164 167 331 17 12 29 179 166 345 32 23 55 144 167 311 37 26 63 129 141 270 40 70 110 6:00 115 121 236 27 87 114 100 97 197 48 86 134 86 84 170 66 136 202 75 75 150 56 147 203 7 :00 75 65 140 54 179 233 65 51 116 78 136 214 61 51 112 84 116 200 65 61 126 93 140 233 8 :00 65 54 119 104 104 208 45 42 87 106 117 223 26 37 63 94 147 241 31 51 82 119 151 270 9: 00 45 46 91 99 121 220 32 51 83 104 107 211 32 42 74 111 86 197 28 31 59 86 107 193 10:00 21 26 47 105 113 218 13 24 37 108 121 229 11 18 29 110 101 211 7 13 20 107 106 213 11: 00 13 15 28 121 107 228 9 13 22 112 127 239 5 8 13 115 94 209 6 9 15 Prepared by NEWPORT TRAFFIC STUDIES APPENDIX C Explanation and Calculation of Intersection Delay EXPLANATION AND CALCULATION OF INTERSECTION LEVEL OF SERVICE USING DELAY METHODOLOGY The levels of service at the unsignalized and signalized intersections are calculated using the delay methodology in the 2000 Highway Capacity Manual. This methodology views an intersection as consisting of several lane groups. A lane group is a set of lanes serving a movement. If there are two northbound left turn lanes, then the lane group serving the northbound left turn movement has two lanes. Similarly, there may be three lanes in the lane group serving the northbound through movement, one lane in the lane group serving the northbound right turn movement, and so forth. It is also possible for one lane to serve two lane groups. A shared lane might result in there being 1.5 lanes in the northbound left turn lane group and 2.5 lanes in the northbound through lane group. For each lane group, there is a capacity. That capacity is calculated by multiplying the number of lanes in the lane group times a theoretical maximum lane capacity per lane times 12 adjustment factors. Each of the 12 adjustment factors has a value of approximately 1.00. A value less than 1.00 is generally assigned when a less than desirable condition occurs. The 12 adjustment factors are as follows: 1. Peak hour factor(to account for peaking within the peak hour) 2. Lane utilization factor(to account for not all lanes loading equally) 3. Lane width 4. Percent of heavy trucks 5. Approach grade 6. Parking 7. Bus stops at intersections 8. Area type (CBD or other) 9. Right turns 10. Left turns 11. Pedestrian activity 12. Signal progression The maximum theoretical lane capacity and the 12 adjustment factors for it are all unknowns for which approximate estimates have been recommended in the 2000 Highway Capacity Manual. For the most part, the recommended values are not based on statistical analysis but rather on educated estimates. However, it is possible to use the delay method and get reasonable results as will be discussed below. Once the lane group volume is known and the lane group capacity is known, a volume to capacity ratio can be calculated for the lane group. With a volume to capacity ratio calculated, average delay per vehicle in a lane group can be estimated. The average delay per vehicle in a lane group is calculated using a complex formula provided by the 2000 Highway Capacity Manual, which can be simplified and described as follows: Delay per vehicle in a lane group is a function of the following: 1. Cycle length 2. Amount of red time faced by a lane group 3. Amount of yellow time for that lane group 4. The volume to capacity ratio of the lane group The average delay per vehicle for each lane group is calculated, and eventually an overall average delay for all vehicles entering the intersection is calculated. This average delay per vehicle is then used to judge Level of Service. The Level of Services are defined in the table that follows this discussion. Experience has shown that when a maximum lane capacity of 1,900 vehicles per hour is used (as recommended in the 2000 Highway Capacity Manual), little or no yellow time penalty is used, and none of the 12 penalty factors are applied, calculated delay is realistic. The delay calculation for instance assumes that yellow time is totally unused. Yet experience shows that most of the yellow time is used. An idiosyncrasy of the delay methodology is that it is possible to add traffic to an intersection and reduce the average total delay per vehicle. If the average total delay is 30 seconds per vehicle for all vehicles traveling through an intersection, and traffic is added to a movement that has an average total delay of 15 seconds per vehicle, then the overall average total delay is reduced. The delay calculation for a lane group is based on a concept that the delay is a function of the amount of unused capacity available. As the volume approaches capacity and there is no more unused capacity available, then the delay rapidly increases. Delay is not proportional to volume, but rather increases rapidly as the unused capacity approaches zero. Because delay is not linearly related to volumes, the delay does not reflect how close an intersection is to overloading. If an intersection is operating at Level of Service C and has an average total delay of 18 seconds per vehicle, you know very little as to what percent the traffic can increase before Level of Service is reached. LEVEL OF SERVICE DESCRIPTION1 Average Total Delay Level of Per Vehicle(Seconds) Service (LOS) Description Signalized Unsignalized A Level of Service A occurs when progression is extremely favorable 0 to 10.00 0 to 10.00 and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. B Level of Service B generally occurs with good progression and/or 10.01 to 10.01 to short cycle lengths. More vehicles stop than for LOS A, causing 20.00 15.00 higher levels of average total delay. C Level of Service C generally results when there is fair progression 20.01 to 15.01 to and/or longer cycle lengths. Individual cycle failures may begin to 35.00 25.00 appear in this level. The number of vehicles stopping is significant at this level, although many still pass through the intersection without stopping. D Level of Service C generally results in noticeable congestion. 35.01 to 25.01 to Longer delays may result from some combination of unfavorable 55.00 35.00 progression,long cycle lengths,or high volume to capacity ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable. E Level of Service E is considered to be the limit of acceptable 55.01 to 35.01 to delay. These high delay values generally indicate poor 80.00 50.00 progression, long cycle lengths, and high volume to capacity ratios. Individual cycle failures are frequent occurrences. F Level of Service F is considered to be unacceptable to most 80.01 and up 50.01 and up drivers. This condition often occurs with oversaturation, i.e., when arrival flow rates exceed the capacity of the intersection. It may also occur at high volume to capacity ratios below 1.00 with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing causes to such delay levels. 1 Source: Highway Capacity Manual, Special Report 209,Transportation Research Board,National Research Council,Washington,D.C.,2000. Existing MITIG8 - Default Scenario Wed Jun 24, 2009 14:20:49 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.599 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.8 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---- ------II---------------II---------------I Volume Module: Base Vol: 0 0 0 201 0 94 0 766 440 223 951 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 201 0 94 0 766 440 223 951 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 201 0 94 0 766 440 223 951 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 201 0 94 0 766 440 223 951 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 201 0 94 0 766 440 223 951 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 201 0 94 0 766 440 223 951 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.06 0.00 0.21 0.27 0.12 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.00 0.45 0.45 0.21 0.66 0.00 Volume/Cap: 0.00 0.00 0.00 0.60 0.00 0.25 0.00 0.47 0. 60 0.60 0.40 0.00 Delay/Veh: 0.0 0.0 0.0 40.8 0.0 35.0 0.0 21.0 23.8 42.2 8.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 40.8 0.0 35.0 0.0 21.0 23.8 42.2 8.7 0.0 LOS by Move: A A A D A D A C C D A A HCM2kAvgQ: 0 0 0 7 0 3 0 9 12 8 8 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Tkaffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 14:21:29 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.801 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 25.0 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I------ ----II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ---- ---I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 356 0 66 0 905 452 297 1308 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 356 0 66 0 905 452 297 1308 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 356 0 66 0 905 452 297 1308 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 356 0 66 0 905 452 297 1308 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------11---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.24 0.00 0.04 0.00 0.25 0.28 0.16 0.36 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.30 0.00 0.30 0.00 0.35 0.35 0.21 0.55 0.00 Volume/Cap: 0.00 0.00 0.00 0.80 0.00 0.13 0.00 0.72 0.80 0.80 0.65 0.00 Delay/Veh: 0.0 0.0 0.0 37.2 0.0 21.6 0.0 26.0 33.0 43.9 14.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 37.2 0.0 21.6 0.0 26.0 33.0 43.9 14.0 0.0 LOS by Move: A A A D A C A C C D B A HCM2kAvgQ: 0 0 0 11 0 1 0 12 13 10 13 0 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:05 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 1.8 Worst Case Level Of Service: B[ 12.61 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------11---------------II---------------11---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 -- -----1---------------11---------------II---------------11---------------I Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 6 0 106 0 188 350 91 463 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 6 0 106 0 188 350 91 463 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 6 0 106 0 188 350 91 463 0 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------11---------------11---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1008 xxxx 463 xxxx xxxx xxxxx 538 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 269 xxxx 603 xxxx xxxx xxxxx 1040 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 251 xxxx 603 xxxx xxxx xxxxx 1040 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.02 xxxx 0.18 xxxx xxxx xxxx 0.09 xxxx xxxx ------------I---------------II---------------11---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx 0.6 xxxx xxxx xxxxx 0.3 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 19.7 xxxx 12.2 xxxxx xxxx xxxxx 8.8 xxxx xxxxx LOS by Move: * * * C * B * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 12.6 xxxxxx xxxxxx ApproachLOS: * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:43 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 2.8 Worst Case Level Of Service: B[ 13.61 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------i---------------II---------------II---------------11---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 19 0 200 0 269 262 54 418 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 19 0 200 0 269 262 54 418 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 19 0 200 0 269 262 54 418 0 ------------I---------------II---------------II-------- -II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II------- --II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 926 xxxx 418 xxxx xxxx xxxxx 531 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 301 xxxx 639 xxxx xxxx xxxxx 1047 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 289 xxxx 639 xxxx xxxx xxxxx 1047 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.07 xxxx 0.31 xxxx xxxx xxxx 0.05 xxxx xxxx ------------I---------------II---------------II---------------11---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.2 xxxx 1.3 xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 18.3 xxxx 13.2 xxxxx xxxx xxxxx 8.6 xxxx xxxxx LOS by Move: * * * C * B * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 13.6 xxxxxx xxxxxx ApproachLOS: * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:05 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.886 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 30.4 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------11---------------I Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 503 0 215 0 413 219 537 686 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 503 0 215 0 413 219 537 686 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 503 0 215 0 413 219 537 686 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 503 0 215 0 413 219 537 686 0 ------------I---------------II---------------II--------- -11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.75 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.54 0.00 0.46 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2151 0 647 0 3610 1615 1805 3610 0 ------------I---------------11---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.23 0.00 0.33 0.00 0.11 0.14 0.30 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.17 0.17 0.32 0.49 0.00 Volume/Cap: 0.00 0.00 0.00 0.67 0.00 0.94 0.00 0.66 0.78 0.94 0.39 0.00 Delay/Veh: 0.0 0.0 0.0 22.2 0.0 43.9 0.0 31.6 43.0 49.7 12.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 22.2 0.0 43.9 0.0 31.6 43.0 49.7 12.3 0.0 LOS by Move: A A A C A D A C D D B A HCM2kAvgQ: 0 0 0 8 0 16 0 6 7 17 5 0 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:43 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 1.107 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 50.1 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------it---- ------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial B3e: 0 0 0 781 0 307 0 655 195 428 679 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 781 0 307 0 655 195 428 679 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 781 0 307 0 655 195 428 679 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 781 0 307 0 655 195 428 679 0 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.74 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.56 0.00 0.44 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2172 0 616 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------i Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.36 0.00 0.50 0.00 0.18 0.12 0.24 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.44 0.00 0.44 0.00 0.19 0.19 0.21 0.39 0.00 Volume/Cap: 0.00 0.00 0.00 0.83 0.00 1.14 0.00 0.98 0.65 1.14 0.48 0.00 Delay/Veh: 0.0 0.0 0.0 21.8 0.0 97.5 0.0 57.3 31.4 119.3 16.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 21.8 0.0 97.5 0.0 57.3 31.4 119.3 16.1 0.0 LOS by Move: A A A C A F A E C F B A HCM2kAvgQ: 0 0 0 12 0 30 0 13 5 20 6 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:05 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.637 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.2 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II--- -------II---------------II--------------- Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 351 0 431 0 0 0 45 922 0 0 823 358 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 351 0 431 0 0 0 45 922 0 0 823 358 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 351 0 431 0 0 0 45 922 0 0 823 358 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 351 0 431 0 0 0 45 922 0 0 823 358 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 351 0 431 0 0 0 45 922 0 0 823 358 ------------I---------------11---------------II---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------I---------------II---------------II-------- --II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.27 0.00 0.00 0.00 0.02 0.26 0.00 0.00 0.23 0.22 Crit Moves: **** **** **** Green/Cycle: 0.36 0.00 0.36 0.00 0.00 0.00 0.15 0.46 0.00 0.00 0.30 0.30 Volume/Cap: 0.67 0.00 0.75 0.00 0.00 0.00 0.16 0.56 0.00 0.00 0.75 0.73 Delay/Veh: 21.2 0.0 23.7 0.0 0.0 0.0 24.1 13.2 0.0 0.0 23.2 25.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.2 0.0 23.7 0.0 0.0 0.0 24.1 13.2 0.0 0.0 23.2 25.6 LOS by Move: C A C A A A C B A A C C HCM2kAvgQ: 7 0 9 0 0 0 1 8 0 0 10 8 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:43 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.795 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 28.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------11---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------11---------------11---------------I Volume Module: Base Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 489 0 540 0 0 0 70 1191 0 0 1116 222 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 489 0 540 0 0 0 70 1191 0 0 1116 222 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 489 0 540 0 0 0 70 1191 0 0 1116 222 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.33 0.00 0.33 0.00 0.00 0.00 0.04 0.33 0.00 0.00 0.31 0.14 Crit Moves: **** **** **** Green/Cycle: 0.39 0.00 0.39 0.00 0.00 0.00 0.12 0.47 0.00 0.00 0.36 0.36 Volume/Cap: 0.87 0.00 0.87 0.00 0.00 0.00 0.33 0.70 0.00 0.00 0.87 0.39 Delay/Veh: 37.7 0.0 36.5 0.0 0.0 0.0 35.3 18.9 0.0 0.0 32.1 20.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.7 0.0 36.5 0.0 0.0 0.0 35.3 18.9 0.0 0.0 32.1 20.9 LOS by Move: D A D A A A D B A A C C HCM2kAvgQ: 15 0 16 0 0 0 2 14 0 0 18 5 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:05 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 21.1 Worst Case Level Of Service: E[ 35.81 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 395 0 43 0 0 0 131 63 0 0 159 1 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 395 0 43 0 0 0 131 63 0 0 159 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 395 0 43 0 0 0 131 63 0 0 159 1 ------------I---------------II---------------11---------------II---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx - ------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 485 485 63 xxxx xxxx xxxxx 160 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 545 485 1007 xxxx xxxx xxxxx 1432 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 507 441 1007 xxxx xxxx xxxxx 1432 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.78 0.00 0.04 xxxx xxxx xxxx 0.09 xxxx xxxx xxxx xxxx xxxx -------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 533 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 8.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 35.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * E ApproachDel: 35.8 xxxxxx xxxxxx xxxxxx ApproachLOS: E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:43 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 15.1 Worst Case Level Of Service: D[ 30.81 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 330 0 35 0 0 0 116 172 0 0 142 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 330 0 35 0 0 0 116 172 0 0 142 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 330 0 35 0 0 0 116 172 0 0 142 10 ------------I---------------II---------------it---------------II---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------ ---------------II---------------II------ II---------------I Capacity Module: Cnflict Vol: 551 556 172 xxxx xxxx xxxxx 152 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 499 442 877 xxxx xxxx xxxxx 1441 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 468 407 877 xxxx xxxx xxxxx 1441 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.70 0.00 0.04 xxxx xxxx xxxx 0.08 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT LTR - RT Shared Cap. : xxxx 490 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 6.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 30.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * D ApproachDel: 30.8 xxxxxx xxxxxx xxxxxx ApproachLOS: D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:05 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.924 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 24.2 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------1 Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------11---------------II---------------11---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 157 0 292 0 0 0 193 723 0 0 1066 764 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 157 0 292 0 0 0 193 723 0 0 1066 764 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 157 0 292 0 0 0 193 723 0 0 1066 764 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.51 0.00 1.49 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 765 0 2158 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.14 0.00 0.00 0.00 0.11 0.20 0.00 0.00 0.30 0.47 Crit Moves: **** **** **** Green/Cycle: 0.22 0.00 0.22 0.00 0.00 0.00 0.13 0.63 0.00 0.00 0.51 0.51 Volume/Cap: 0.94 0.00 0.62 0.00 0.00 0.00 0.86 0.32 0.00 0.00 0.58 0.94 Delay/Veh: 56.4 0.0 29.8 0.0 0.0 0.0 60.2 6.9 0.0 0.0 14.4 36.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 56.4 0.0 29.8 0.0 0.0 0.0 60.2 6.9 0.0 0.0 14.4 36.4 LOS by Move: E A C A A A E A A A B D HCM2kAvgQ: 12 0 5 0 0 0 7 4 0 0 10 23 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:43 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.943 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 28.3 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II----- -----11---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------11---------------II---------------11---------------I Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 234 0 557 0 0 0 189 1247 0 0 873 550 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 234 0 557 0 0 0 189 1247 0 0 873 550 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 234 0 557 0 0 0 189 1247 0 0 873 550 ------------I---------------II------ --11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.80 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.45 0.00 1.55 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 675 0 2253 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.35 0.00 0.25 0.00 0.00 0.00 0.10 0.35 0.00 0.00 0.24 0.34 Crit Moves: **** **** **** Green/Cycle: 0.36 0.00 0.36 0.00 0.00 0.00 0.13 0.48 0.00 0.00 0.35 0.35 Volume/Cap: 0.97 0.00 0.69 0.00 0.00 0.00 0.79 0.71 0.00 0.00 0.69 0.97 Delay/Veh: 48.6 0.0 22.5 0.0 0.0 0.0 47.0 16.7 0.0 0.0 22.5 54.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.6 0.0 22.5 0.0 0.0 0.0 47.0 16.7 0.0 0.0 22.5 54.7 LOS by Move: D A C A A A D B A A C D HCM2kAvgQ: 18 0 8 0 0 0 6 13 0 0 10 19 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:05 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.598 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 27.6 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------ ---------------II---------------11---------------II---------------I Volume Module: Base Vol: 65 103 44 75 104 259 276 973 104 112 857 218 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 65 103 44 75 104 259 276 973 104 112 857 218 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 65 103 44 75 104 259 276 973 104 112 857 218 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 103 44 75 104 259 276 973 104 112 857 218 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 103 44 75 104 259 276 973 104 112 857 218 ------------ ---------------II---------------II---------------II---------------i Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.69 0.96 0.96 0.65 1.00 0.85 0.95 0.95 0.85 0.95 0.88 0.88 Lanes: 1.00 0.70 0.30 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.39 0.61 Final Sat. : 1305 1271 543 1241 1900 1615 1805 3610 1615 1805 4011 1020 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.08 0.08 0.06 0.05 0.16 0.15 0.27 0.06 0.06 0.21 0.21 Crit Moves: **** **** **** Green/Cycle: 0.31 0.31 0.31 0.31 0.31 0.31 0.21 0.40 0.40 0.11 0.30 0.30 Volume/Cap: 0.16 0.26 0.26 0.19 0.18 0.52 0.72 0.67 0.16 0.56 0.72 0.72 Delay/Veh: 22.7 23.5 23.5 23.0 22.7 26.4 39.3 23.4 17.4 41.4 29.9 29.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 22.7 23.5 23.5 23.0 22.7 26.4 39.3 23.4 17.4 41.4 29.9 29.9 LOS by Move: C C C C C C D C B D C C HCM2kAvgQ: 1 3 3 2 2 6 9 12 2 4 11 11 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:43 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 115 Critical Vol./Cap. (X) : 0.671 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 26.7 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------11---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------I---------------II---------------11---------------II---------------1 Volume Module: Base Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 37 125 91 46 221 158 1433 140 79 1032 67 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 37 125 91 46 221 158 1433 140 79 1032 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 85 37 125 91 46 221 158 1433 140 79 1032 67 ------------I---------------II---------------11---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.73 0.88 0.88 0.57 1.00 0.85 0.95 0.95 0.85 0.95 0.90 0.90 Lanes: 1.00 0.23 0.77 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.82 0.18 Final Sat. : 1387 384 1296 1087 1900 1615 1805 3610 1615 1805 4827 313 ------------I---------------11---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.10 0.08 0.02 0.14 0.09 0.40 0.09 0.04 0.21 0.21 Crit Moves: **** **** **** Green/Cycle: 0.24 0.24 0.24 0.24 0.24 0.24 0.18 0.53 0.53 0.09 0.44 0.44 Volume/Cap: 0.25 0.40 0.40 0.34 0.10 0.56 0.49 0.75 0.16 0.50 0.49 0.49 Delay/Veh: 35.5 37.1 37.1 36.7 33.8 40.0 43.6 22.7 14.0 52.7 23.3 23.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.5 37.1 37.1 36.7 33.8 40.0 43.6 22.7 14.0 52.7 23.3 23.3 LOS by Move: D D D D C D D C B D C C HCM2kAvgQ: 3 5 5 3 1 7 5 21 2 3 10 10 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:06 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.558 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.6 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------ ---------------11---------------II---------------II---------------I Volume Module: Base Vol: 1 1 5 13 1 257 236 855 1 8 929 109 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 1 5 13 1 257 236 855 1 8 929 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 1 5 13 1 257 236 855 1 8 929 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 1 5 13 1 257 236 855 1 8 929 109 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 1 5 13 1 257 236 855 1 8 929 109 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.88 0.88 0.87 0.87 0.85 0.92 0.95 0.95 0.95 0.95 0.85 Lanes: 1.00 0.17 0.83 0.93 0.07 1.00 2.00 1.99 0.01 1.00 2.00 1.00 Final Sat. : 1438 277 1385 1537 118 1615 3502 3606 4 1805 3610 1615 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.01 0.16 0.07 0.24 0.24 0.00 0.26 0.07 Crit Moves: **** **** **** Green/Cycle: 0.31 0.31 0.31 0.31 0.31 0.31 0.12 0.38 0.38 0.18 0.44 0.44 Volume/Cap: 0.00 0.01 0.01 0.03 0.03 0.51 0.58 0.63 0.63 0.03 0.58 0.15 Delay/Veh: 21.4 21.4 21.4 21.6 21.6 26.3 40.0 23.7 23.7 30.6 19.5 15.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 21.4 21.4 21.4 21.6 21.6 26.3 40.0 23.7 23.7 30.6 19.5 15.2 LOS by Move: C C C C C C D C C C B B HCM2kAvgQ: 0 0 0 0 0 6 4 11 11 0 11 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:43 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.434 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.1 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------I---------------11---------------II---------------II---------------I Volume Module: Base Vol: 5 1 6 15 1 115 93 1049 6 2 1058 10 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 1 6 15 1 115 93 1049 6 2 1058 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 1 6 15 1 115 93 1049 6 2 1058 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 1 6 15 1 115 93 1049 6 2 1058 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 1 6 15 1 115 93 1049 6 2 1058 10 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.87 0.87 0.85 0.85 0.85 0.92 0.95 0.95 0.95 0.95 0.85 Lanes: 1.00 0.14 0.86 0.94 0.06 1.00 2.00 1.99 0.01 1.00 2.00 1.00 Final Sat. : 1435 236 1418 1505 100 1615 3502 3586 21 1805 3610 1615 --------L---I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.01 0.07 0.03 0.29 0.29 0.00 0.29 0.01 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.08 0.52 0.52 0.15 0.58 0.58 Volume/Cap: 0.01 0.02 0.02 0.04 0.04 0.31 0.32 0.56 0.56 0.01 0.50 0.01 Delay/Veh: 35.4 35.4 35.4 35.7 35.7 38.4 52.4 20.0 20.0 43.6 14.9 10.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.4 35.4 35.4 35.7 35.7 38.4 52.4 20.0 20.0 43.6 14.9 10.5 LOS by Move: D D D D D D D C C D B B HCM2kAvgQ: 0 0 0 0 0 4 2 14 14 0 12 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:06 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour ------- -------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 4.1 Worst Case Level Of Service: A[ 8.9] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------11---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 3 0 0 5 120 98 0 8 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 3 0 0 5 120 98 0 8 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 6 3 0 0 5 120 98 0 8 0 0 0 ------------I---------------11---------------II---------------II---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 125 xxxx xxxxx xxxx xxxx xxxxx 20 xxxx 5 xxxx xxxx xxxxx Potent Cap. : 1474 xxxx xxxxx xxxx xxxx xxxxx 1002 xxxx 1084 xxxx xxxx xxxxx Move Cap. : 1474 xxxx xxxxx xxxx xxxx xxxxx 999 xxxx 1084 xxxx xxxx xxxxx Volume/Cap: 0.00 xxxx xxxx xxxx xxxx xxxx 0.10 xxxx 0.01 xxxx xxxx xxxx ------------I------- ---II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx 0.0 xxxx xxxx xxxxx Control Del: 7.5 xxxx xxxxx xxxxx xxxx xxxxx 9.0 xxxx 8.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * A * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 8.9 xxxxxx ApproachLOS: * * A ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:43 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 5.6 Worst Case Level Of Service: A[ 9.51 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I-- -------11---------------II---------------11---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ -------- --II---------------II---------------II--------------- Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 3 0 0 3 142 199 0 8 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 3 0 0 3 142 199 0 8 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 10 3 0 0 3 142 199 0 8 0 0 0 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I- ---------11- ----II---------------II---------------I Capacity Module: Cnflict Vol: 145 xxxx xxxxx xxxx xxxx xxxxx 26 xxxx 3 xxxx xxxx xxxxx Potent Cap. : 1450 xxxx xxxxx xxxx xxxx xxxxx 995 xxxx 1087 xxxx xxxx xxxxx Move Cap. : 1450 xxxx xxxxx xxxx xxxx xxxxx 989 xxxx 1087 xxxx xxxx xxxxx Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx 0.20 xxxx 0.01 xxxx xxxx xxxx ------------I--------- -II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.7 xxxx 0.0 xxxx xxxx xxxxx Control Del: 7.5 xxxx xxxxx xxxxx xxxx xxxxx 9.6 xxxx 8.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * A * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 9.5 xxxxxx ApproachLOS: * * A Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24 2009 14:02:06 Page 14-1 Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 7.2 Worst Case Level Of Service: B[ 10.4] Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------11--------------- Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------1---------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1 0 0 3 1 49 0 74 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 1 0 0 3 1 49 0 74 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 131 1 0 0 3 1 49 0 74 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 131 1 0 0 3 1 49 0 74 0 0 0 ------------ ---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 137 135 xxxxx xxxx 172 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 839 760 xxxxx xxxx 725 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 800 717 xxxxx xxxx 684 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.16 0.00 xxxx xxxx 0.00 0.00 0.05 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------11---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 799 xxxx xxxxx xxxx xxxx 728 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.6 xxxx xxxxx xxxxx xxxx 0.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 10.4 xxxx xxxxx xxxxx xxxx 10.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: B * * * * A ApproachDel: 10.4 10.0 xxxxxx xxxxxx ApproachLOS: B A ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:43 Page 14-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 3.6 Worst Case Level Of Service: B[ 11.51 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 1 0 0 4 1 1 0 416 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 1 0 0 4 1 1 0 416 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 1 0 0 4 1 1 0 416 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 186 1 0 0 4 1 1 0 416 0 0 0 ------------i --------II-- --------II---------------II---------------I Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 212 210 xxxxx xxxx 418 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 749 691 xxxxx xxxx 529 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 743 690 xxxxx xxxx 528 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.25 0.00 xxxx xxxx 0.01 0.00 0.00 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 743 xxxx xxxxx xxxx xxxx 576 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 1.0 xxxx xxxxx xxxxx xxxx 0.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 11.5 xxxx xxxxx xxxxx xxxx 11.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: B * * * * B ApproachDel: 11.5 11.3 xxxxxx xxxxxx ApproachLOS: B B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:06 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.284 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------I ----------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I--- ------II---------------II---------------11---------------I Volume Module: Base Vol: 72 157 10 1 447 15 16 3 106 40 5 2 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 72 157 10 1 447 15 16 3 106 40 5 2 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 157 10 1 447 15 16 3 106 40 5 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 157 10 1 447 15 16 3 106 40 5 2 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 157 10 1 447 15 16 3 106 40 5 2 ------------I---------------11---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.95 0.95 0.76 0.85 0.85 0.68 0.96 0.96 Lanes: 1.00 1.88 0.12 1.00 1.94 0.06 1.00 0.03 0.97 1.00 0.71 0.29 Final Sat. : 1805 3363 214 1805 3475 117 1450 45 1578 1298 1299 520 ------------I- ---------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.05 0.05 0.00 0.13 0.13 0.01 0.07 0.07 0.03 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.14 0.32 0.32 0.18 0.36 0.36 0.33 0.33 0.33 0.33 0.33 0.33 Volume/Cap: 0.28 0.15 0.15 0.00 0.36 0.36 0.03 0.20 0.20 0.09 0.01 0.01 Delay/Veh: 27.4 17.0 17.0 23.6 16.8 16.8 16.0 17.1 17.1 16.4 15.8 15.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.4 17.0 17.0 23.6 16.8 16.8 16.0 17.1 17.1 16.4 15.8 15.8 LOS by Move: C B B C B B B B B B B B HCM2kAvgQ: 2 1 1 0 4 4 0 2 2 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:43 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.488 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 18.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------11---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I- --------II---------------II---------------II---------------I Volume Module: Base Vol: 146 415 62 1 288 21 86 40 334 42 10 1 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 146 415 62 1 288 21 86 40 334 42 10 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 146 415 62 1 288 21 86 40 334 42 10 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 146 415 62 1 288 21 86 40 334 42 10 1 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 146 415 62 1 288 21 86 40 334 42 10 1 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.93 0.93 0.95 0.94 0.94 0.76 0.87 0.87 0.39 0.99 0.99 Lanes: 1.00 1.74 0.26 1.00 1.86 0.14 1.00 0.11 0.89 1.00 0.91 0.09 Final Sat. : 1805 3081 460 1805 3331 243 1444 176 1469 733 1703 170 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.13 0.13 0.00 0.09 0.09 0.06 0.23 0.23 0.06 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.16 0.29 0.29 0.16 0.29 0.29 0.37 0.37 0.37 0.37 0.37 0.37 Volume/Cap: 0.51 0.47 0.47 0.00 0.30 0.30 0.16 0.62 0.62 0.16 0.02 0.02 Delay/Veh: 25.8 18.9 18.9 22.3 17.8 17.8 13.6 18.5 18.5 13.7 12.8 12.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.8 18.9 18.9 22.3 17.8 17.8 13.6 18.5 18.5 13.7 12.8 12.8 LOS by Move: C B B C B B B B B B B B HCM2kAvgQ: 3 4 4 0 3 3 1 7 7 1 0 0 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:06 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.653 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 43.8 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---- ------11------ ---II---------------II ---------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 --- ---I---------------11---------------II---------------11---------------I Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 228 39 82 314 94 185 143 662 210 149 1417 57 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 228 39 82 314 94 185 143 662 210 149 1417 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 228 39 82 314 94 185 143 662 210 149 1417 57 ----- -I---------------II---------------11---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.52 0.48 1.00 2.88 0.12 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2642 838 1805 4956 199 ------------I---------------II---------------II---------------11--------- I Capacity Analysis Module: Vol/Sat: 0.07 0.01 0.05 0.17 0.05 0.11 0.04 0.25 0.25 0.08 0.29 0.29 Crit Moves• **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.31 0.08 0.31 0.31 0.10 0.33 0.33 Volume/Cap: 0.29 0.05 0.23 0.77 0.22 0.37 0.49 0.80 0.80 0.79 0.86 0.86 Delay/Veh: 38.8 36.5 38.3 52.6 38.2 32.9 53.9 42.2 42.2 72.8 41.9 41.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.8 36.5 38.3 52.6 38.2 32.9 53.9 42.2 42.2 72.8 41.9 41.9 LOS by Move: D D D D D C D D D E D D HCM2kAvgQ: 4 1 3 13 3 5 3 17 17 7 21 21 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 14:02:43 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.796 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 81.2 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------II---------------il---------------11---------------I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 340 188 238 218 146 300 364 1097 343 105 783 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 340 188 238 218 146 300 364 1097 343 105 783 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 340 188 238 218 146 300 364 1097 343 105 783 71 ------------I- ---------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.52 0.48 1.00 2.75 0.25 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2651 829 1805 4699 426 ------------I---------------II---------------II---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.05 0.15 0.12 0.08 0.19 0.10 0.41 0.41 0.06 0.17 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.37 0.15 0.33 0.33 0.08 0.27 0.27 Volume/Cap: 0.43 0.23 0.65 0.54 0.34 0.50 0.71 1.24 1.24 0.70 0.62 0.62 Delay/Veh: 40.3 38.2 46.5 42.4 39.5 29.8 53.4 156 156.1 67.0 39.2 39.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 40.3 38.2 46.5 42.4 39.5 29.8 53.4 156 156.1 67.0 39.2 39.2 LOS by Move: D D D D D C D F F E D D HCM2kAvgQ: 6 3 9 8 5 9 8 48 48 5 11 11 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Existing Plus Ambient Growth Plus Project Default Scenario Wed Jun 24, 2009 10:43:19 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.769 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 16.3 Optimal Cycle: OPTIMIZED Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 201 0 94 0 766 440 223 951 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 231 0 108 0 881 506 256 1094 0 Added Vol: 0 0 0 2 0 0 0 3 0 0 8 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 233 0 108 0 884 506 256 1102 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 233 0 108 0 884 506 256 1102 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 233 0 108 0 884 506 256 1102 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 233 0 108 0 884 506 256 1102 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95' 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.16 0.00 0.07 0.00 0.24 0.31 0.14 0.31 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.21 0.00 0.21 0.00 0.41 0.41 0.18 0.59 0.00 Volume/Cap: 0.00 0.00 0.00 0.77 0.00 0.32 0.00 0.60 0.77 0.77 0.52 0.00 Delay/Veh: 0.0 0.0 0.0 33.7 0.0 20.7 0.0 14.6 20.8 33.6 7.4 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 33.7 0.0 20.7 0.0 14.6 20.8 33.6 7.4 0.0 LOS by Move: A A A C A C A B C C A A HCM2kAvgQ: 0 0 0 6 0 2 0 8 10 7 7 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:00 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection 41 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.939 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 32.7 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------1 Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 409 0 76 0 1041 520 342 1504 0 Added Vol: 0 0 0 10 0 0 0 9 0 0 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 419 0 76 0 1050 520 342 1509 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 419 0 76 0 1050 520 342 1509 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 419 0 76 0 1050 520 342 1509 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 419 0 76 0 1050 520 342 1509 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.71 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.29 0.00 0.05 0.00 0.29 0.32 0.19 0.42 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.34 0.34 0.20 0.54 0.00 Volume/Cap: 0.00 0.00 0.00 0.94 0.00 0.15 0.00 0.85 0.94 0.94 0.77 0.00 Delay/Veh: 0.0 0.0 0.0 54.8 0.0 20.4 0.0 30.0 49.5 63.3 16.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 54.8 0.0 20.4 0.0 30.0 49.5 63.3 16.2 0.0 LOS by Move: A A A D A C A C D E B A HCM2kAvgQ: 0 0 0 15 0 1 0 16 17 13 17 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:43:19 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) Average Delay (sec/veh) : 4.8 Worst Case Level Of Service: D[ 32.01 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 7 0 122 0 216 402 105 532 0 Added Vol: 0 0 0 38 0 0 0 24 0 169 88 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 45 0 122 0 240 402 274 620 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 45 0 122 0 240 402 274 620 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 45 0 122 0 240 402 274 620 0 ------------ ---------------II---------------11---------------11---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II---------------il---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1609 xxxx 620 xxxx xxxx xxxxx 643 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 116 xxxx 491 xxxx xxxx xxxxx 952 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 91 xxxx 491 xxxx xxxx xxxxx 952 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.50 xxxx 0.25 xxxx xxxx xxxx 0.29 xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 2.1 xxxx 1.0 xxxx xxxx xxxxx 1.2 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 78.8 xxxx 14.7 xxxxx xxxx xxxxx 10.3 xxxx xxxxx LOS by Move: * * * F * B * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 32.0 xxxxxx xxxxxx ApproachLOS: * D Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:00 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 23.3 Worst Case Level Of Service: F[101.3] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 22 0 230 0 309 301 62 481 0 Added Vol: 0 0 0 144 0 0 0 94 0 98 51 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 166 0 230 0 403 301 160 532 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 166 0 230 0 403 301 160 532 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 166 0 230 0 403 301 160 532 0 ------------I---------------II---------------II---------------11---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II---------------11---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1406 xxxx 532 xxxx xxxx xxxxx 705 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 155 xxxx 552 xxxx xxxx xxxxx 903 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 134 xxxx 552 xxxx xxxx xxxxx 903 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 1.24 xxxx 0.42 xxxx xxxx xxxx 0.18 xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 10.1 xxxx 2.0 xxxx xxxx xxxxx 0.6 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 219.4 xxxx 16.1 xxxxx xxxx xxxxx 9.8 xxxx xxxxx LOS by Move: * * * F * C * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 101.3 xxxxxx xxxxxx ApproachLOS: * F ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 13:50:58 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.464 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 5.7 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 13 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I---------------II------- 11---------------II--------------- Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 7 0 122 0 216 402 105 532 0 Added Vol: 0 0 0 38 0 0 0 24 0 169 88 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 45 0 122 0 240 402 274 620 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 45 0 122 0 240 402 274 620 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 45 0 122 0 240 402 274 620 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 45 0 122 0 240 403 274 620 0 ------------I---------------II---------------II---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.79 1.00 0.85 1.00 1.00 0.85 0.60 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat. : 0 0 0 1495 0 1615 0 1900 1615 1144 1900 0 ----- --1---------------II---------------II---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.08 0.00 0.13 0.25 0.24 0.33 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.16 0.00 0.16 0.00 0.70 0.70 0.70 0.70 0.00 Volume/Cap: 0.00 0.00 0.00 0.18 0.00 0.46 0.00 0.18 0.35 0.34 0.46 0.00 Delay/Veh: 0.0 0.0 0.0 22.1 0.0 24.0 0.0 3.1 3.7 3.7 4.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 22.1 0.0 24.0 0.0 3.1 3.7 3.7 4.2 0.0 LOS by Move: A A A C A C A A A A A A HCM2kAvgQ: 0 0 0 1 0 3 0 2 3 2 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 13:49:22 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.487 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 9.7 Optimal Cycle: OPTIMIZED Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 13 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 22 0 230 0 309 301 62 481 0 Added Vol: 0 0 0 144 0 0 0 94 0 98 51 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 166 0 230 0 403 301 160 532 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 166 0 230 0 403 301 160 532 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 166 0 230 0 403 301 160 532 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 166 0 230 0 403 301 160 532 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 0.85 0.47 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 1900 1615 899 1900 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.14 0.00 0.21 0.19 0.18 0.28 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.29 0.00 0.29 0.00 0.57 0.57 0.57 0.57 0.00 Volume/Cap: 0.00 0.00 0.00 0.39 0.00 0.49 0.00 0.37 0.32 0.31 0.49 0.00 Delay/Veh: 0.0 0.0 0.0 17.5 0.0 18.3 0.0 7.1 6.9 7.0 7.9 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 17.5 0.0 18.3 0.0 7.1 6.9 7.0 7.9 0.0 LOS by Move: A A A B A B A A A A A A HCM2kAvgQ: 0 0 0 3 0 4 0 4 3 2 6 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:43:19 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol./Cap. (X) : 1.018 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 45.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------11---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II--------------- Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 578 0 247 0 475 252 618 789 0 Added Vol: 0 0 0 24 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 602 0 247 0 475 252 618 789 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 602 0 247 0 475 252 618 789 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 602 0 247 0 475 252 618 789 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 602 0 247 0 475 252 618 789 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 M4 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.55 0.00 0.45 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2159 0 632 0 3610 1615 1805 3610 0 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.28 0.00 0.39 0.00 0.13 0.16 0.34 0.22 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.37 0.00 0.37 0.00 0.16 0.16 0.32 0.48 0.00 Volume/Cap: 0.00 0.00 0.00 0.76 0.00 1.07 0.00 0.81 0.96 1.07 0.45 0.00 Delay/Veh: 0.0 0.0 0.0 25.4 0.0 77.0 0.0 40.6 77.6 83.4 13.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 25.4 0.0 77.0 0.0 40.6 77.6 83.4 13.8 0.0 LOS by Move: A A A C A E A D E F B A HCM2kAvgQ: 0 0 0 10 0 23 0 8 11 25 7 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:00 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 1.279 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 81.3 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 898 0 353 0 753 224 492 781 0 Added Vol: 0 0 0 14 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 912 0 353 0 753 224 492 781 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 912 0 353 0 753 224 492 781 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 912 0 353 0 753 224 492 781 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 912 0 353 0 753 224 492 781 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.74 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.57 0.00 0.43 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2175 0 610 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.42 0.00 0.58 0.00 0.21 0.14 0.27 0.22 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.44 0.00 0.44 0.00 0.19 0.19 0.21 0.39 0.00 Volume/Cap: 0.00 0.00 0.00 0.96 0.00 1.33 0.00 1.12 0.75 1.32 0.55 0.00 Delay/Veh: 0.0 0.0 0.0 35.4 0.0 173.6 0.0 102 36.9 190.3 17.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 35.4 0.0 173.6 0.0 102 36.9 190.3 17.0 0.0 LOS by Move: A A A D A F A F D F B A HCM2kAvgQ: 0 0 0 18 0 45 0 18 6 28 7 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 13:50:58 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour - With Improvements ------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.868 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 28.9 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------1 {---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------- II---------------II---------------I Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 578 0 247 0 475 252 618 789 0 Added Vol: 0 0 0 24 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 602 0 247 0 475 252 618 789 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 602 0 247 0 475 252 618 789 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 602 0 247 0 475 252 618 789 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 602 0 247 0 475 252 618 789 0 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.74 1.00 0.74 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.71 0.00 1.29 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2390 0 1806 0 3800 1615 1805 3800 0 ------------I---------------11---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.25 0.00 0.14 0.00 0.12 0.16 0.34 0.21 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.27 0.00 0.27 0.00 0.19 0.19 0.37 0.56 0.00 Volume/Cap: 0.00 0.00 0.00 0.93 0.00 0.50 0.00 0.67 0.84 0.92 0.37 0.00 Delay/Veh: 0.0 0.0 0.0 39.8 0.0 21.7 0.0 29.1 46.1 39.5 8.8 0.0 User De1Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 39.8 0.0 21.7 0.0 29.1 46.1 39.5 8.8 0.0 LOS by Move: A A A D A C A C D D A A HCM2kAvgQ: 0 0 0 12 0 4 0 6 8 18 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 13:49:22 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.985 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 44.1 Optimal Cycle: OPTIMIZED Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------1 Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 1 0 2 0 0 --- ---I----- --II---------------11---------------11---------------1 Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 898 0 353 0 753 224 492 781 0 Added Vol: 0 0 0 14 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 912 0 353 0 753 224 492 781 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 912 0 353 0 753 224 492 781 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 912 0 353 0 753 224 492 781 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 912 0 353 0 753 224 492 781 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.73 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.72 0.00 1.28 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2384 0 1772 0 3800 1615 1805 3800 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.38 0.00 0.20 0.00 0.20 0.14 0.27 0.21 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.39 0.00 0.39 0.00 0.20 0.20 0.28 0.48 0.00 Volume/Cap: 0.00 0.00 0.00 0.99 0.00 0.51 0.00 0.98 0.69 0.98 0.43 0.00 Delay/Veh: 0.0 0.0 0.0 49.3 0.0 21.3 0.0 64.0 39.4 68.0 15.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 49.3 0.0 21.3 0.0 64.0 39.4 68.0 15.5 0.0 LOS by Move: A A A D A C A E D E B A HCM2kAvgQ: 0 0 0 21 0 6 0 16 7 20 7 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:43:19 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.714 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 24.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------1 Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------11---------------II---------------II---------------I Volume Module: Base Vol: 351 0 431 0 0 0 45 922 0 0 823 358 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 404 0 496 0 0 0 52 1060 0 0 946 412 Added Vol: 0 0 0 0 0 0 0 5 0 0 8 11 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 404 0 496 0 0 0 52 1065 0 0 954 423 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 404 0 496 0 0 0 52 1065 0 0 954 423 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 404 0 496 0 0 0 52 1065 0 0 954 423 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 404 0 496 0 0 0 52 1065 0 0 954 423 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---- ------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.28 0.00 0.31 0.00 0.00 0.00 0.03 0.30 0.00 0.00 0.26 0.26 Crit Moves: **** **** **** Green/Cycle: 0.38 0.00 0.38 0.00 0.00 0.00 0.13 0.46 0.00 0.00 0.33 0.33 Volume/Cap: 0.73 0.00 0.81 0.00 0.00 0.00 0.22 0.64 0.00 0.00 0.81 0.80 Delay/Veh: 24.8 0.0 28.7 0.0 0.0 0.0 29.5 16.3 0.0 0.0 27.3 31.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.8 0.0 28.7 0.0 0.0 0.0 29.5 16.3 0.0 0.0 27.3 31.5 LOS by Move: C A C A A A C B A A C C HCM2kAvgQ: 10 0 13 0 0 0 1 11 0 0 13 11 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:00 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.883 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 39.1 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------11---------------11---------------II---------------I Volume Module: Base Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 562 0 621 0 0 0 81 1370 0 0 1283 255 Added Vol: 0 0 0 0 0 0 0 19 0 0 5 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 562 0 621 0 0 0 81 1389 0 0 1288 260 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 562 0 621 0 0 0 81 1389 0 0 1288 260 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 562 0 621 0 0 0 81 1389 0 0 1288 260 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 562 0 621 0 0 0 81 1389 0 0 1288 260 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------11---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.38 0.00 0.38 0.00 0.00 0.00 0.04 0.38 0.00 0.00 0.36 0.16 Crit Moves: **** **** **** Green/Cycle: 0.42 0.00 0.42 0.00 0.00 0.00 0.09 0.48 0.00 0.00 0.39 0.39 Volume/Cap: 0.93 0.00 0.93 0.00 0.00 0.00 0.49 0.81 0.00 0.00 0.93 0.42 Delay/Veh: 51.2 0.0 49.6 0.0 0.0 0.0 49.9 27.5 0.0 0.0 43.3 25.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 51.2 0.0 49.6 0.0 0.0 0.0 49.9 27.5 0.0 0.0 43.3 25.3 LOS by Move: D A D A A A D C A A D C HCM2kAvgQ: 22 0 24 0 0 0 3 23 0 0 26 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:43:19 Page 8-1 ------- ----------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 167.2 Worst Case Level Of Service: F[426.0] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------11---------------II---------------II---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 454 0 49 0 0 0 151 72 0 0 183 1 Added Vol: 0 0 47 0 0 0 0 63 0 0 257 134 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 454 0 96 0 0 0 151 135 0 0 440 135 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 454 0 96 0 0 0 151 135 0 0 440 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 454 0 96 0 0 0 151 135 0 0 440 135 ------------I---------------II------ ----II---------------II---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------il---------------II---------------II---------------I Capacity Module: Cnflict Vol: 944 1012 135 xxxx xxxx xxxxx 575 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 293 241 919 xxxx xxxx xxxxx 1008 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 260 205 919 xxxx xxxx xxxxx 1008 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 1.75 0.00 0.10 xxxx xxxx xxxx 0.15 xxxx xxxx xxxx xxxx xxxx ------------I---------------11---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.5 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 297 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 37.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 426 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F ApproachDel: 426.0 xxxxxx xxxxxx xxxxxx ApproachLOS: F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:00 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 190.1 Worst Case Level Of Service: F[496.4] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------11---------------11---------------11---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 379 0 40 0 0 0 133 198 0 0 163 12 Added Vol: 0 0 180 0 0 0 0 238 0 0 149 79 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 379 0 220 0 0 0 133 436 0 0 312 91 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 379 0 220 0 0 0 133 436 0 0 312 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 379 0 220 0 0 0 133 436 0 0 312 91 ------------ ---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 1060 1105 436 xxxx xxxx xxxxx 403 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 250 212 625 xxxx xxxx xxxxx 1167 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 228 188 625 xxxx xxxx xxxxx 1167 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 1.66 0.00 0.35 xxxx xxxx xxxx 0.11 xxxx xxxx xxxx xxxx xxxx ------------I---------------11---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 298 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 43.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 496 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F ApproachDel: 496.4 xxxxxx xxxxxx xxxxxx ApproachLOS: F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 13:50:58 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour - with Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.816 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 13 13 0 0 13 13 Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------11---------------11---------------11---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 454 0 49 0 0 0 151 72 0 0 183 1 Added Vol: 0 0 47 0 0 0 0 63 0 0 257 134 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 454 0 96 0 0 0 151 135 0 0 440 135 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 454 0 96 0 0 0 151 135 0 0 440 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 454 0 96 0 0 0 151 135 0 0 440 135 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 454 0 96 0 0 0 151 135 0 0 440 135 ------------I---------------II---------------II---------------II---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.73 1.00 0.73 1.00 1.00 1.00 0.75 1.00 1.00 1.00 0.97 0.97 Lanes: 0.82 0.00 0.18 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.76 0.24 Final Sat. : 1150 0 244 0 0 0 1423 1900 0 0 1407 432 ------------I---------------11---------------II---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.39 0.00 0.39 0.00 0.00 0.00 0.11 0.07 0.00 0.00 0.31 0.31 Crit Moves: **** **** Green/Cycle: 0.48 0.00 0.48 0.00 0.00 0.00 0.38 0.38 0.00 0.00 0.38 0.38 Volume/Cap: 0.82 0.00 0.82 0.00 0.00 0.00 0.28 0.19 0.00 0.00 0.82 0.82 Delay/Veh: 20.9 0.0 20.9 0.0 0.0 0.0 13.1 12.4 0.0 0.0 24.0 24.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.9 0.0 20.9 0.0 0.0 0.0 13.1 12.4 0.0 0.0 24.0 24.0 LOS by Move: C A C A A A B B A A C C HCM2kAvgQ: 11 0 11 0 0 0 2 2 0 0 12 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 13:49:22 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.745 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 19.0 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------11---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 13 13 0 0 13 13 Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I- ---------II---------------II---------------II---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 379 0 40 0 0 0 133 198 0 0 163 12 Added Vol: 0 0 180 0 0 0 0 238 0 0 149 79 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 379 0 220 0 0 0 133 436 0 0 312 91 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 379 0 220 0 0 0 133 436 0 0 312 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 379 0 220 0 0 0 133 436 0 0 312 91 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 380 0 220 0 0 0 133 436 0 0 312 91 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.76 1.00 1.00 1.00 0.79 1.00 1.00 1.00 0.97 0.97 Lanes: 0.63 0.00 0.37 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.78 0.22 Final Sat. : 911 0 529 0 0 0 1499 1900 0 0 1429 414 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.42 0.00 0.42 0.00 0.00 0.00 0.09 0.23 0.00 0.00 0.22 0.22 Crit Moves: **** **** Green/Cycle: 0.56 0.00 0.56 0.00 0.00 0.00 0.31 0.31 0.00 0.00 0.31 0.31 Volume/Cap: 0.75 0.00 0.75 0.00 0.00 0.00 0.29 0.75 0.00 0.00 0.71 0.71 Delay/Veh: 13.8 0.0 13.8 0.0 0.0 0.0 16.1 23.8 0.0 0.0 22.6 22.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.8 0.0 13.8 0.0 0.0 0.0 16.1 23.8 0.0 0.0 22.6 22.6 LOS by Move: B A B A A A B C A A C C HCM2kAvgQ: 10 0 10 0 0 0 2 9 0 0 8 8 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:43:19 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 95 Critical Vol./Cap. (X) : 1.039 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 37.0 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement. L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------11---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 181 0 336 0 0 0 222 831 0 0 1226 879 Added Vol: 0 0 0 0 0 0 0 24 0 0 0 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 181 0 336 0 0 0 222 855 0 0 1226 886 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 181 0 336 0 0 0 222 855 0 0 1226 886 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 181 0 336 0 0 0 222 855 0 0 1226 886 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 181 0 336 0 0 0 222 855 0 0 1226 886 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.51 0.00 1.49 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 764 0 2155 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.16 0.00 0.00 0.00 0.12 0.24 0.00 0.00 0.34 0.55 Crit Moves: **** **** **** Green/Cycle: 0.23 0.00 0.23 0.00 0.00 0.00 0.12 0.65 0.00 0.00 0.53 0.53 Volume/Cap: 1.04 0.00 0.69 0.00 0.00 0.00 1.04 0.37 0.00 0.00 0.64 1.04 Delay/Veh: 87.5 0.0 36.2 0.0 0.0 0.0 113.9 7.9 0.0 0.0 16.8 63.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 87.5 0.0 36.2 0.0 0.0 0.0 113.9 7.9 0.0 0.0 16.8 63.7 LOS by Move: F A D A A A F A A A B E HCM2kAvgQ: 17 0 7 0 0 0 12 6 0 0 14 36 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:00 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 1.079 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 42.0 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 269 0 641 0 0 0 217 1434 0 0 1004 633 Added Vol: 0 0 0 0 0 0 0 14 0 0 0 26 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 269 0 641 0 0 0 217 1448 0 0 1004 659 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 269 0 641 0 0 0 217 1448 0 0 1004 659 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 269 0 641 0 0 0 217 1448 0 0 1004 659 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 269 0 641 0 0 0 217 1448 0 0 1004 659 ------------I--- -------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.80 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.45 0.00 1.55 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 675 0 2253 0 0 0 1805 3610 0 0 3610 1615 ------------I------- ---II---------------II---------------11-- I Capacity Analysis Module: Vol/Sat: 0.40 0.00 0.28 0.00 0.00 0.00 0.12 0.40 0.00 0.00 0.28 0.41 Crit Moves: **** **** **** Green/Cycle: 0.37 0.00 0.37 0.00 0.00 0.00 0.12 0.49 0.00 0.00 0.37 0.37 Volume/Cap: 1.09 0.00 0.78 0.00 0.00 0.00 1.02 0.81 0.00 0.00 0.74 1.09 Delay/Veh: 84.7 0.0 27.2 0.0 0.0 0.0 105.6 21.3 0.0 0.0 25.2 89.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 84.7 0.0 27.2 0.0 0.0 0.0 105.6 21.3 0.0 0.0 25.2 89.2 LOS by Move: F A C A A A F C A A C F HCM2kAvgQ: 27 0 12 0 0 0 11 19 0 0 13 29 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 12:44:38 Page 9-1 --------------------------------------------- ---------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.945 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 25.2 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 181 0 336 0 0 0 222 831 0 0 1226 879 Added Vol: 0 0 0 0 0 0 0 24 0 0 0 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 181 0 336 0 0 0 222 855 0 0 1226 886 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 181 0 336 0 0 0 222 855 0 0 1226 886 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 181 0 336 0 0 0 222 855 0 0 1226 886 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 181 0 336 0 0 0 222 855 0 0 1226 886 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.77 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.35 0.00 1.65 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1964 0 2401 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---- ------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.14 0.00 0.00 0.00 0.12 0.24 0.00 0.00 0.34 0.55 Crit Moves: **** **** **** Green/Cycle: 0.15 0.00 0.15 0.00 0.00 0.00 0.13 0.71 0.00 0.00 0.58 0.58 Volume/Cap: 0.62 0.00 0.94 0.00 0.00 0.00 0.94 0.33 0.00 0.00 0.58 0.94 Delay/Veh: 35.4 0.0 61.0 0.0 0.0 0.0 80.0 4.7 0.0 0.0 11.8 34.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.4 0.0 61.0 0.0 0.0 0.0 80.0 4.7 0.0 0.0 11.8 34.1 LOS by Move: D A E A A A F A A A B C HCM2kAvgQ: 4 0 9 0 0 0 10 5 0 0 11 27 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 12:43:39 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.937 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 26.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------11---------------11---------------II---------------I Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 269 0 641 0 0 0 217 1434 0 0 1004 633 Added Vol: 0 0 0 0 0 0 0 14 0 0 0 26 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 269 0 641 0 0 0 217 1448 0 0 1004 659 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 269 0 641 0 0 0 217 1448 0 0 1004 659 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 269 0 641 0 0 0 217 1448 0 0 1004 659 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 269 0 641 0 0 0 217 1448 0 0 1004 659 ------------ ---------------II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.77 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.30 0.00 1.70 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1884 0 2478 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.00 0.26 0.00 0.00 0.00 0.12 0.40 0.00 0.00 0.28 0.41 Crit Moves: **** **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.13 0.57 0.00 0.00 0.43 0.43 Volume/Cap: 0.52 0.00 0.94 0.00 0.00 0.00 0.90 0.71 0.00 0.00 0.64 0.94 Delay/Veh: 23.3 0.0 43.5 0.0 0.0 0.0 65.4 13.0 0.0 0.0 17.7 41.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 23.3 0.0 43.5 0.0 0.0 0.0 65.4 13.0 0.0 0.0 17.7 41.6 LOS by Move: C A D A A A E B A A B D HCM2kAvgQ: 5 0 13 0 0 0 8 14 0 0 10 20 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:43:19 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.729 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 30.9 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------11---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------I----- -----II---------------II------ ---II---------------I Volume Module: Base Vol: 65 103 44 75 104 259 276 973 104 112 857 218 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 75 118 51 86 120 298 317 1119 120 129 986 251 Added Vol: 19 24 10 0 7 0 0 0 5 3 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 94 142 61 86 127 298 317 1119 125 132 986 251 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 94 142 61 86 127 298 317 1119 125 132 986 251 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 142 61 86 127 298 317 1119 125 132 986 251 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 142 61 86 127 298 317 1119 125 132 986 251 ----------- ---------------11---------------II---------------il---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.67 0.96 0.96 0.55 1.00 0.85 0.95 0.95 0.85 0.95 0.88 0.88 Lanes: 1.00 0.70 0.30 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.39 0.61 Final Sat. : 1275 1273 542 1049 1900 1615 1805 3610 1615 1805 4011 1020 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.11 0.11 0.08 0.07 0.18 0.18 0.31 0.08 0.07 0.25 0.25 Crit Moves: **** **** **** Green/Cycle: 0.29 0.29 0.29 0.29 0.29 0.29 0.22 0.40 0.40 0.14 0.31 0.31 Volume/Cap: 0.25 0.38 0.38 0.28 0.23 0.63 0.79 0.77 0.19 0.54 0.79 0.79 Delay/Veh: 25.9 27.1 27.1 26.2 25.5 31.6 44.5 27.4 18.6 40.6 32.4 32.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.9 27.1 27.1 26.2 25.5 31.6 44.5 27.4 18.6 40.6 32.4 32.4 LOS by Move: C C C C C C D C B D C C HCM2kAvgQ: 2 5 5 2 3 8 11 16 2 4 14 14 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:00 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.773 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 29.6 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L T - R L - T - R ------------I---------------II---------------11---------------II---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------I---------------11---------------II---------------11---------------1 Volume Module: Base Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 98 43 144 105 53 254 182 1648 161 91 1187 77 Added Vol: 10 14 6 0 26 0 0 0 19 11 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 108 57 150 105 79 254 182 1648 180 102 1187 77 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 57 150 105 79 254 182 1648 180 102 1187 77 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 57 150 105 79 254 182 1648 180 102 1187 77 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 57 150 105 79 254 182 1648 180 102 1187 77 ------------I---------------11---------------II---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.71 0.89 0.89 0.48 1.00 0.85 0.95 0.95 0.85 0.95 0.90 0.90 Lanes: 1.00 0.27 0.73 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.82 0.18 Final Sat. : 1340 464 1229 904 1900 1615 1805 3610 1615 1805 4827 313 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.12 0.12 0.12 0.04 0.16 0.10 0.46 0.11 0.06 0.25 0.25 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.18 0.55 0.55 0.08 0.45 0.45 Volume/Cap: 0.34 0.52 0.52 0.50 0.18 0.67 0.55 0.83 0.20 0.68 0.55 0.55 Delay/Veh: 39.0 41.4 41.4 41.7 37.0 46.6 46.3 25.5 13.8 65.1 24.4 24.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.0 41.4 41.4 41.7 37.0 46.6 46.3 25.5 13.8 65.1 24.4 24.4 LOS by Move: D D D D D D D C B E C C HCM2kAvgQ: 4 7 7 4 2 10 7 28 3 5 12 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:43:19 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.638 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 24.7 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 1 1 5 13 1 257 236 855 1 8 929 109 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 1 1 6 15 1 296 271 983 1 9 1068 125 Added Vol: 0 0 0 0 0 0 0 10 0 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 1 6 15 1 296 271 993 1 9 1071 125 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 1 6 15 1 296 271 993 1 9 1071 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 1 6 15 1 296 271 993 1 9 1071 125 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 1 6 15 1 296 271 993 1 9 1071 125 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.88 0.88 0.86 0.86 0.85 0.92 0.95 0.95 0.95 0.95 0.85 Lanes: 1.00 0.17 0.83 0.93 0.07 1.00 2.00 1.99 0.01 1.00 2.00 1.00 Final Sat. : 1435 277 1385 1517 117 1615 3502 3606 4 1805 3610 1615 ------------I---------------II---------------il--- -------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.01 0.18 0.08 0.28 0.28 0.01 0.30 0.08 Crit Moves: **** **** **** Green/Cycle: 0.29 0.29 0.29 0.29 0.29 0.29 0.12 0.42 0.42 0.16 0.46 0.46 Volume/Cap: 0.00 0.01 0.01 0.03 0.03 0.62 0.65 0.66 0.66 0.03 0.65 0.17 Delay/Veh: 23.6 23.7 23.7 23.9 23.9 31.4 43.4 23.2 23.2 33.7 20.7 15.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 23.6 23.7 23.7 23.9 23.9 31.4 43.4 23.2 23.2 33.7 20.7 15.2 LOS by Move: C C C C C C D C C C C B HCM2kAvgQ: 0 0 0 0 0 8 5 13 13 0 13 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:00 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.503 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.8 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------I---------------II---------------II---------------II--------------- Volume Module: Base Vol: 5 1 6 15 1 115 93 1049 6 2 1058 10 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 6 1 7 17 1 132 107 1206 7 2 1217 12 Added Vol: 0 0 0 0 0 0 0 6 0 0 11 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 6 1 7 17 1 132 107 1212 7 2 1228 12 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 1 7 17 1 132 107 1212 7 2 1228 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 1 7 17 1 132 107 1212 7 2 1228 12 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 6 1 7 17 1 132 107 1212 7 2 1228 12 ------------ ---------------II---------------II---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.75 0.87 0.87 0.84 0.84 0.85 0.92 0.95 0.95 0.95 0.95 0.85 Lanes: 1.00 0.14 0.86 0.94 0.06 1.00 2.00 1.99 0.01 1.00 2.00 1.00 Final Sat. : 1433 236 1418 1487 99 1615 3502 3586 20 1805 3610 1615 ------------I---------------II--- ---II---------------II------ I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.01 0.08 0.03 0.34 0.34 0.00 0.34 0.01 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.08 0.53 0.53 0.13 0.58 0.58 Volume/Cap: 0.02 0.02 0.02 0.05 0.05 0.35 0.37 0.63 0.63 0.01 0.58 0.01 Delay/Veh: 35.4 35.5 35.5 35.7 35.7 39.0 52.8 20.3 20.3 45.3 16.2 10.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.4 35.5 35.5 35.7 35.7 39.0 52.8 20.3 20.3 45.3 16.2 10.5 LOS by Move: D D D D D D D C C D B B HCM2kAvgQ: 0 0 0 1 1 4 2 17 17 0 15 0 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:43:19 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 9.1 Worst Case Level Of Service: C[ 18.21 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------i Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 7 3 0 0 6 138 113 0 9 0 0 0 Added Vol: 353 16 0 0 4 38 10 0 100 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 360 19 0 0 10 176 123 0 109 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 360 19 0 0 10 176 123 0 109 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 360 19 0 0 10 176 123 0 109 0 0 0 ------ - ---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 186 xxxx xxxxx xxxx xxxx xxxxx 749 xxxx 10 xxxx xxxx xxxxx Potent Cap. : 1401 xxxx xxxxx xxxx xxxx xxxxx 382 xxxx 1078 xxxx xxxx xxxxx Move Cap. : 1401 xxxx xxxxx xxxx xxxx xxxxx 287 xxxx 1078 xxxx xxxx xxxxx Volume/Cap: 0.26 xxxx xxxx xxxx xxxx xxxx 0.43 xxxx 0.10 xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 1.0 xxxx xxxxx xxxx xxxx xxxxx 2.0 xxxx 0.3 xxxx xxxx xxxxx Control Del: 8.5 xxxx xxxxx xxxxx xxxx xxxxx 26.6 xxxx 8.7 xxxxx xxxx xxxxx LOS by Move: A * * * * * D * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 1.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 18.2 xxxxxx ApproachLOS: * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:00 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 10.6 Worst Case Level Of Service: B[ 15.01 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------11---------------II---------------II---------------I Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 12 3 0 0 3 163 229 0 9 0 0 0 Added Vol: 207 9 0 0 17 21 39 0 378 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 219 12 0 0 20 184 268 0 387 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 219 12 0 0 20 184 268 0 387 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 219 12 0 0 20 184 268 0 387 0 0 0 ------------ ---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I---------------II---------------il---------------II---------------I Capacity Module: Cnflict Vol: 205 xxxx xxxxx xxxx xxxx xxxxx 470 xxxx 20 xxxx xxxx xxxxx Potent Cap. : 1379 xxxx xxxxx xxxx xxxx xxxxx 556 xxxx 1063 xxxx xxxx xxxxx Move Cap. : 1379 xxxx xxxxx xxxx xxxx xxxxx 479 xxxx 1063 xxxx xxxx xxxxx Volume/Cap: 0.16 xxxx xxxx xxxx xxxx xxxx 0.56 xxxx 0.36 xxxx xxxx xxxx ------------I---------------11---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 0.6 xxxx xxxxx xxxx xxxx xxxxx 3.4 xxxx 1.7 xxxx xxxx xxxxx Control Del: 8.1 xxxx xxxxx xxxxx xxxx xxxxx 21.7 xxxx 10.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 15.0 xxxxxx ApproachLOS: * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 12:44:38 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.453 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 12.1 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II--------- -11---------------11--------------- Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 0 0 18 18 18 0 18 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------11--------------- Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 7 3 0 0 6 138 113 0 9 0 0 0 Added Vol: 353 16 0 0 4 38 10 0 100 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 360 19 0 0 10 176 123 0 109 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 360 19 0 0 10 176 123 0 109 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 360 19 0 0 10 176 123 0 109 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 360 19 0 0 10 176 123 0 109 0 0 0 ------------1---------------II---------------i1---------------I1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 0.72 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Lanes: 0.95 0.05 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1292 70 0 0 1900 1615 1461 0 1615 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.28 0.28 0.00 0.00 0.01 0.11 0.08 0.00 0.07 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.50 0.50 0.00 0.00 0.50 0.50 0.30 0.00 0.30 0.00 0.00 0.00 Volume/Cap: 0.56 0.56 0.00 0.00 0.01 0.22 0.28 0.00 0.23 0.00 0.00 0.00 Delay/Veh: 11.4 11.4 0.0 0.0 7.5 8.6 16.4 0.0 16.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.4 11.4 0.0 0.0 7.5 8.6 16.4 0.0 16.0 0.0 0.0 0.0 LOS by Move: B B A A A A B A B A A A HCM2kAvgQ: 6 6 0 0 0 2 2 0 2 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 12:43:39 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour - With Improvements ------------------------------------------------ ------------------------ Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.514 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 13.3 Optimal Cycle: OPTIMIZED Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 0 0 18 18 18 0 18 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II-- -----II---------------I Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 12 3 0 0 3 163 229 0 9 0 0 0 Added Vol: 207 9 0 0 17 21 39 0 378 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 219 12 0 0 20 184 268 0 387 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 219 12 0 0 20 184 268 0 387 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 219 12 0 0 20 184 268 0 387 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 219 12 0 0 20 184 268 0 387 0 0 0 ------------I---------------11---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.71 0.71 1.00 1.00 1.00 0.85 0.77 1.00 0.85 1.00 1.00 1.00 Lanes: 0.95 0.05 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1276 73 0 0 1900 1615 1461 0 1615 0 0 0 ------------I---------------11---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.17 0.17 0.00 0.00 0.01 0.11 0.18 0.00 0.24 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.33 0.33 0.00 0.00 0.33 0.33 0.47 0.00 0.47 0.00 0.00 0.00 Volume/Cap: 0.51 0.51 0.00 0.00 0.03 0.34 0.39 0.00 0.51 0.00 0.00 0.00 Delay/Veh: 17.1 17.1 0.0 0.0 13.5 15.4 10.8 0.0 11.8 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 17.1 17.1 0.0 0.0 13.5 15.4 10.8 0.0 11.8 0.0 0.0 0.0 LOS by Move: B B A A B B B A B A A A HCM2kAvgQ: 4 4 0 0 0 3 4 0 6 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 13:52:48 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Average Delay (sec/veh) : 11.3 Worst Case Level Of Service: B[ 11.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1! 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 0 0 104 0 0 0 0 0 0 0 369 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 104 0 0 0 0 0 0 0 369 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 104 0 0 0 0 0 0 0 369 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 104 0 0 0 0 0 0 0 369 ------------ ---------------II---------------II---------------11---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------I---------------II-------- II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 Potent Cap. : xxxx xxxx xxxxx 900 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 900 Move Cap. : xxxx xxxx xxxxx 900 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 900 Volume/Cap: xxxx xxxx xxxx 0.12 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.41 ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.4 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 2.0 Control Del:xxxxx xxxx xxxxx 9.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.8 LOS by Move: * * * A * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx 11.8 ApproachLOS: * * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 13:55:07 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Average Delay (sec/veh) : 11.4 Worst Case Level Of Service: B[ 12.11 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R I - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1! 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 ------------I---------------11---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 0 0 395 0 0 0 0 0 0 0 216 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 395 0 0 0 0 0 0 0 216 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 395 0 0 0 0 0 0 0 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 395 0 0 0 0 0 0 0 216 ------------ --------------- --------------- -------- --------------- I II II II I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------I---------------II---------------II---------------11---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 Potent Cap. : xxxx xxxx xxxxx 900 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 900 Move Cap. : xxxx xxxx xxxxx 900 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 900 Volume/Cap: xxxx xxxx xxxx 0.44 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.24 ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 2.3 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.9 Control Del:xxxxx xxxx xxxxx 12.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.3 LOS by Move: * * * B * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx 10.3 ApproachLOS: * * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:43:20 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 7.4 Worst Case Level Of Service: B[ 10.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1 0 0 3 1 49 0 74 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 151 1 0 0 3 1 56 0 85 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 151 1 0 0 3 1 56 0 85 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 151 1 0 0 3 1 56 0 85 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 151 1 0 0 3 1 56 0 85 0 0 0 ------------I---------------11---------------II---------------II---------------I Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 157 155 xxxxx xxxx 198 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 814 740 xxxxx xxxx 701 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 770 692 xxxxx xxxx 656 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.20 0.00 xxxx xxxx 0.01 0.00 0.06 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 769 xxxx xxxxx xxxx xxxx 704 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.7 xxxx xxxxx xxxxx xxxx 0.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 10.8 xxxx xxxxx xxxxx xxxx 10.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: B * * * * B ApproachDel: 10.8 10.1 xxxxxx xxxxxx ApproachLOS: B B ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:00 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection 412 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 3.9 Worst Case Level Of Service: BE 12.31 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II--------- II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 1 0 0 4 1 1 0 416 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 214 1 0 0 5 1 1 0 478 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 214 1 0 0 5 1 1 0 478 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 214 1 0 0 5 1 1 0 478 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 214 1 0 0 5 1 1 0 478 0 0 0 ------ I---------------il---------------II---------------II---------------I Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 244 242 xxxxx xxxx 481 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 714 663 xxxxx xxxx 488 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 708 663 xxxxx xxxx 487 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.30 0.00 xxxx xxxx 0.01 0.00 0.00 xxxx xxxx xxxx xxxx xxxx ------- I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 707 xxxx xxxxx xxxx xxxx 536 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 1.3 xxxx xxxxx xxxxx xxxx 0.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 12.3 xxxx xxxxx xxxxx xxxx 11.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: B * * * * B ApproachDel: 12.3 11.8 xxxxxx xxxxxx ApproachLOS: B B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:43:20 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.327 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 18.0 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 72 157 10 1 447 15 16 3 106 40 5 2 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 83 181 12 1 514 17 18 3 122 46 6 2 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 83 181 12 1 514 17 18 3 122 46 6 2 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 181 12 1 514 17 18 3 122 46 6 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 181 12 1 514 17 18 3 122 46 6 2 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 83 181 12 1 514 17 18 3 122 46 6 2 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.95 0.95 0.76 0.85 0.85 0.67 0.96 0.96 Lanes: 1.00 1.88 0.12 1.00 1.94 0.06 1.00 0.03 0.97 1.00 0.71 0.29 Final Sat. : 1805 3363 214 1805 3475 117 1448 45 1578 1277 1299 520 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.05 0.00 0.15 0.15 0.01 0.08 0.08 0.04 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.14 0.32 0.32 0.18 0.36 0.36 0.33 0.33 0.33 0.33 0.33 0.33 Volume/Cap: 0.32 0.17 0.17 0.00 0.41 0.41 0.04 0.24 0.24 0.11 0.01 0.01 Delay/Veh: 27.7 17.1 17.1 23.6 17.2 17.2 16.0 17.3 17.3 16.5 15.9 15.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.7 17.1 17.1 23.6 17.2 17.2 16.0 17.3 17.3 16.5 15.9 15.9 LOS by Move: C B B C B B B B B B B B HCM2kAvgQ: 2 2 2 0 5 5 0 2 2 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:00 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.561 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.0 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I- ---------II---------------11---------------II---------------1 Volume Module: Base Vol: 146 415 62 1 288 21 86 40 334 42 10 1 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 168 477 71 1 331 24 99 46 384 48 12 1 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 168 477 71 1 331 24 99 46 384 48 12 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 477 71 1 331 24 99 46 384 48 12 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 477 71 1 331 24 99 46 384 48 12 1 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 477 71 1 331 24 99 46 384 48 12 1 ------------1---------------II---------------II---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.93 0.93 0.95 0.94 0.94 0.76 0.87 0.87 0.32 0.99 0.99 Lanes: 1.00 1.74 0.26 1.00 1.86 0.14 1.00 0.11 0.89 1.00 0.91 0.09 Final Sat. : 1805 3081 460 1805 3331 243 1440 176 1469 610 1703 170 ------------I---------------11---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.15 0.15 0.00 0.10 0.10 0.07 0.26 0.26 0.08 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.16 0.29 0.29 0.16 0.29 0.29 0.37 0.37 0.37 0.37 0.37 0.37 Volume/Cap: 0.59 0.54 0.54 0.00 0.35 0.35 0.19 0.72 0.72 0.22 0.02 0.02 Delay/Veh: 27.7 19.6 19.6 22.3 18.1 18.1 13.8 21.3 21.3 14.3 12.8 12.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.7 19.6 19.6 22.3 18.1 18.1 13.8 21.3 21.3 14.3 12.8 12.8 LOS by Move: C B B C B B B C C B B B HCM2kAvgQ: 4 5 5 0 3 3 1 9 9 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:43:20 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.752 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 56.3 Optimal Cycle: OPTIMIZED Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 262 45 94 361 108 213 164 761 241 171 1630 66 Added Vol: 0 0 0 0 0 0 0 24 0 0 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 262 45 94 361 108 213 164 785 241 171 1637 66 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 262 45 94 361 108 213 164 785 241 171 1637 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 262 45 94 361 108 213 164 785 241 171 1637 66 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 262 45 94 361 108 213 164 785 242 171 1637 66 ------------i---------------II---------------II---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.53 0.47 1.00 2.88 0.12 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2664 819 1805 4957 199 ------------I---------------11---------------II---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.01 0.06 0.20 0.06 0.13 0.05 0.29 0.29 0.09 0.33 0.33 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.31 0.08 0.32 0.32 0.10 0.33 0.33 Volume/Cap: 0.33 0.06 0.26 0.89 0.25 0.43 0.56 0.94 0.94 0.94 0.99 0.99 Delay/Veh: 39.2 36.5 38.7 65.7 38.5 33.7 55.4 54.2 54.2 101.5 59.2 59.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.2 36.5 38.7 65.7 38.5 33.7 55.4 54.2 54.2 101.5 59.2 59.2 LOS by Move: D D D E D C E D D F E E HCM2kAvgQ: 4 1 3 16 3 6 4 24 24 10 29 29 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:44:01 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour ------------ --------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.919 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 112.7 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---- ---I---------------II---------------11---------------II---------------i Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------II---------------II---- ----11---------------I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 391 216 274 251 168 345 419 1262 394 121 900 82 Added Vol: 0 0 0 0 0 0 0 14 0 0 26 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 391 216 274 251 168 345 419 1276 394 121 926 82 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 391 216 274 251 168 345 419 1276 394 121 926 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 391 216 274 251 168 345 419 1276 394 121 926 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 391 216 274 251 168 345 419 1276 394 121 926 82 ------------ ---------------II---------------II---- ------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.53 0.47 1.00 2.76 0.24 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2661 823 1805 4710 415 ------------I---------------II---------------11---------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.06 0.17 0.14 0.09 0.21 0.12 0.48 0.48 0.07 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.38 0.16 0.33 0.33 0.08 0.26 0.26 Volume/Cap: 0.50 0.27 0.75 0.62 0.39 0.56 0.76 1.44 1.44 0.80 0.76 0.76 Delay/Veh: 41.1 38.5 52.0 44.7 40.1 30.2 54.4 242 242.1 79.9 43.6 43.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.1 38.5 52.0 44.7 40.1 30.2 54.4 242 242.1 79.9 43.6 43.6 LOS by Move: D D D D D C D F F E D D HCM2kAvgQ: 7 3 11 9 5 10 9 66 66 6 14 14 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 12:44:39 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.733 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 48.3 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 2 1 0 1 0 2 1 0 -- -----I---------------II---------------11---------------II---------------I Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 262 45 94 361 108 213 164 761 241 171 1630 66 Added Vol: 0 0 0 0 0 0 0 24 0 0 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 262 45 94 361 108 213 164 785 241 171 1637 66 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 262 45 94 361 108 213 164 785 241 171 1637 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 262 45 94 361 108 213 164 785 241 171 1637 66 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 262 45 94 361 108 213 164 785 242 171 1637 66 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.65 0.95 1.00 0.85 0.92 0.88 0.88 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 2.29 0.71 1.00 2.88 0.12 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 3828 1177 1805 4957 199 ------------I---------------II---------------II---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.01 0.06 0.20 0.06 0.13 0.05 0.21 0.21 0.09 0.33 0.33 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.23 0.23 0.21 0.32 0.40 0.08 0.29 0.29 0.14 0.35 0.35 Volume/Cap: 0.64 0.06 0.26 0.95 0.18 0.33 0.56 0.70 0.70 0.70 0.95 0.95 Delay/Veh: 53.8 36.5 38.7 80.0 29.7 25.1 55.4 39.0 39.0 57.9 49.6 49.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.8 36.5 38.7 80.0 29.7 25.1 55.4 39.0 39.0 57.9 49.6 49.6 LOS by Move: D D D E C C E D D E D D HCM2kAvgQ: 6 1 3 18 3 5 4 13 13 7 27 27 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 12:43:39 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 115 Critical Vol./Cap. (X) : 0.823 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 42.9 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 2 1 0 1 0 2 1 0 ------------I---------------II---------------11---------------II---------------I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 391 216 274 251 168 345 419 1262 394 121 900 82 Added Vol: 0 0 0 0 0 0 0 14 0 0 26 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 391 216 274 251 168 345 419 1276 394 121 926 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 391 216 274 251 168 345 419 1276 394 121 926 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 391 216 274 251 168 345 419 1276 394 121 926 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 391 216 274 251 168 345 419 1276 394 121 926 82 ------------ ---------------11---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.88 0.88 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 2.29 0.71 1.00 2.76 0.24 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 3823 1182 1805 4710 415 ------------I------ ----11---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.06 0.17 0.14 0.09 0.21 0.12 0.33 0.33 0.07 0.20 0.20 Crit Moves• **** **** **** **** Green/Cycle: 0.13 0.23 0.23 0.16 0.27 0.44 0.17 0.38 0.38 0.09 0.29 0.29 Volume/Cap: 0.88 0.26 0.72 0.88 0.33 0.48 0.68 0.88 0.88 0.77 0.67 0.67 Delay/Veh: 67.5 36.0 47.2 72.1 34.3 23.3 47.6 38.0 38.0 71.7 37.0 37.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 67.5 36.0 47.2 72.1 34.3 23.3 47.6 38.0 38.0 71.7 37.0 37.0 LOS by Move: E D D E C C D D D E D D HCM2kAvgQ: 10 3 10 12 5 9 8 23 23 6 12 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Existing Plus Ambient Growth Plus Proiect Plus Cumulative Default Scenario Wed Jun 24, 2009 10:41:15 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 1.033 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 42.0 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II-------- II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 201 0 94 0 766 440 223 951 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 231 0 108 0 881 506 256 1094 0 Added Vol: 0 0 0 112 0 129 0 299 114 243 353 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 343 0 237 0 1180 620 499 1447 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 343 0 237 0 1180 620 499 1447 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 343 0 237 0 1180 620 499 1447 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 343 0 237 0 1180 620 499 1447 0 ------------ ---------------II---------------II---------------II -I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.23 0.00 0.15 0.00 0.33 0.38 0.28 0.40 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.00 0.37 0.37 0.27 0.64 0.00 Volume/Cap: 0.00 0.00 0.00 1.03 0.00 0.65 0.00 0.88 1.03 1.03 0.63 0.00 Delay/Veh: 0.0 0.0 0.0 93.0 0.0 35.4 0.0 33.4 73.8 82.7 10.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 93.0 0.0 35.4 0.0 33.4 73.8 82.7 10.3 0.0 LOS by Move: A A A F A D A C E F B A HCM2kAvgQ: 0 0 0 16 0 7 0 19 26 21 13 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:31 Page 4-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.471 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 183.6 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 1 0 2 0 0 ------------I---------------II---------------11---------------II---------------I Volume Module: Base Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 409 0 76 0 1041 520 342 1504 0 Added Vol: 0 0 0 388 0 171 0 504 164 290 482 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 797 0 247 0 1545 684 632 1986 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 797 0 247 0 1545 684 632 1986 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 797 0 247 0 1545 684 632 1986 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 797 0 247 0 1545 684 632 1986 0 ------------ ---------------11---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 0.95 0.85 0.95 0.95 ' 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 3610 1615 1805 3610 0 ------------I---------------11---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.55 0.00 0.15 0.00 0.43 0.42 0.35 0.55 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.37 0.00 0.37 0.00 0.29 0.29 0.24 0.53 0.00 Volume/Cap: 0.00 0.00 0.00 1.47 0.00 0.41 0.00 1.47 1.46 1.47 1.04 0.00 Delay/Veh: 0.0 0.0 0.0 259.4 0.0 28.5 0.0 259 258.9 269.9 60.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 259.4 0.0 28.5 0.0 259 258.9 269.9 60.2 0.0 LOS by Move: A A A F A C A F F F E A HCM2kAvgQ: 0 0 0 61 0 7 0 62 52 49 49 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 15:01:52 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.814 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 16.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- 11--------------- ---------------� Control: Permitted Protected Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 201 0 94 0 766 440 223 951 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 231 0 108 0 881 506 256 1094 0 Added Vol: 0 0 0 112 0 129 0 299 114 243 353 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 343 0 237 0 1180 620 499 1447 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 343 0 237 0 1180 620 499 1447 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 343 0 237 0 1180 620 499 1447 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 343 0 237 0 1180 620 499 1447 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.91 1.00 0.91 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.59 0.00 1.41 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2757 0 2440 0 3610 1615 3502 3610 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.12 0.00 0.10 0.00 0.33 0.38 0.14 0.40 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.15 0.00 0.15 0.00 0.47 0.47 0.18 0.65 0.00 Volume/Cap: 0.00 0.00 0.00 0.81 0.00 0.64 0.00 0.69 0.81 0.81 0.62 0.00 Delay/Veh: 0.0 0.0 0.0 31.7 0.0 25.3 0.0 13.7 20.3 32.0 6.8 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 31.7 0.0 25.3 0.0 13.7 20.3 32.0 6.8 0.0 LOS by Move: A A A C A C A B C C A A HCM2kAvgQ: 0 0 0 9 0 5 0 10 12 7 9 0 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 15:01:22 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.978 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 38.5 Optimal Cycle: OPTIMIZED Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Permitted Protected Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------ --------------- --------------- --------------- II---------------� Volume Module: Base Vol: 0 0 0 356 0 66 0 905 452 297 1308 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 409 0 76 0 1041 520 342 1504 0 Added Vol: 0 0 0 388 0 171 0 504 164 290 482 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 797 0 247 0 1545 684 632 1986 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 797 0 247 0 1545 684 632 1986 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 797 0 247 0 1545 684 632 1986 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 797 0 247 0 1545 684 632 1986 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.93 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.76 0.00 1.24 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 3114 0 2183 0 3800 1615 3610 3800 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.26 0.00 0.11 0.00 0.41 0.42 0.17 0.52 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.26 0.00 0.26 0.00 0.43 0.43 0.18 0.61 0.00 Volume/Cap: 0.00 0.00 0.00 0.98 0.00 0.43 0.00 0.94 0.98 0.98 0.85 0.00 Delay/Veh: 0.0 0.0 0.0 57.0 0.0 29.3 0.0 36.6 55.0 68.6 18.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 57.0 0.0 29.3 0.0 36.6 55.0 68.6 18.3 0.0 LOS by Move: A A A E A C A D D E B A HCM2kAvgQ: 0 0 0 30 0 6 0 27 26 14 26 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:41:15 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) Average Delay (sec/veh) : 12.2 Worst Case Level Of Service: F[ 76.2] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------11---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 7 0 122 0 216 402 105 532 0 Added Vol: 0 0 0 53 0 94 0 139 0 230 138 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 60 0 216 0 355 402 335 670 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 60 0 216 0 355 402 335 670 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 60 0 216 0 355 402 335 670 0 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1896 xxxx 670 xxxx xxxx xxxxx 758 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 77 xxxx 460 xxxx xxxx xxxxx 863 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 54 xxxx 460 xxxx xxxx xxxxx 863 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 1.11 xxxx 0.47 xxxx xxxx xxxx 0.39 xxxx xxxx ------------I---------------11---------------II---------------11---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 5.1 xxxx 2.5 xxxx xxxx xxxxx 1.8 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 280.3 xxxx 19.5 xxxxx xxxx xxxxx 11.8 xxxx xxxxx LOS by Move: * * * F * C * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 76.2 xxxxxx xxxxxx ApproachLOS: * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:31 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Delay Average g e ay (sec/veh) : 94.6 Worst Case Level Of Service: F[353.5] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------i---------------II---------------II---------------11---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 22 0 230 0 309 301 62 481 0 Added Vol: 0 0 0 194 0 164 0 317 0 139 84 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 216 0 394 0 626 301 201 565 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 216 0 394 0 626 301 201 565 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 216 0 394 0 626 301 201 565 0 ------------ ---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1744 xxxx 565 xxxx xxxx xxxxx 928 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 96 xxxx 528 xxxx xxxx xxxxx 745 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 76 xxxx 528 xxxx xxxx xxxxx 745 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 2.83 xxxx 0.75 xxxx xxxx xxxx 0.27 xxxx xxxx ------------I---------------11---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 21.3 xxxx 6.4 xxxx xxxx xxxxx 1.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 945.4 xxxx 29.2 xxxxx xxxx xxxxx 11.6 xxxx xxxxx LOS by Move: * * * F * D * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 353.5 xxxxxx xxxxxx ApproachLOS: * F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:56 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.598 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 2 0 1 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 6 0 106 0 188 350 91 463 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 7 0 122 0 216 402 105 532 0 Added Vol: 0 0 0 53 0 94 0 139 0 230 138 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 60 0 216 0 355 402 335 670 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 60 0 216 0 355 402 335 670 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 60 0 216 0 355 402 335 670 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 60 0 216 0 355 403 335 670 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.80 1.00 0.85 1.00 1.00 0.85 0.92 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.00 1.00 0.00 Final Sat. : 0 0 0 1511 0 1615 0 1900 1615 3502 1900 0 ------------I---------------II---------------II---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.04 0.00 0.13 0.00 0.19 0.25 0.10 0.35 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.22 0.00 0.22 0.00 0.41 0.41 0.17 0.58 0.00 Volume/Cap: 0.00 0.00 0.00 0.18 0.00 0.60 0.00 0.45 0.60 0.57 0.61 0.00 Delay/Veh: 0.0 0.0 0.0 19.2 0.0 23.9 0.0 13.2 15.4 24.4 9.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 19.2 0.0 23.9 0.0 13.2 15.4 24.4 9.2 0.0 LOS by Move: A A A B A C A B B C A A HCM2kAvgQ: 0 0 0 1 0 5 0 5 7 4 9 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:06 Page 5-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.751 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 22.9 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------1 Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 2 0 1 0 0 ------------I---------------11---------------II---------------11---------------I Volume Module: Base Vol: 0 0 0 19 0 200 0 269 262 54 418 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 22 0 230 0 309 301 62 481 0 Added Vol: 0 0 0 194 0 164 0 317 0 139 84 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 216 0 394 0 626 301 201 565 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 216 0 394 0 626 301 201 565 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 216 0 394 0 626 301 201 565 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 216 0 394 0 626 301 201 565 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.77 1.00 0.85 1.00 1.00 0.85 0.92 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.00 1.00 0.00 Final Sat. : 0 0 0 1461 0 1615 0 1900 1615 3502 1900 0 ------------I---------------II---------------II---------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.24 0.00 0.33 0.19 0.06 0.30 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.30 0.00 0.30 0.00 0.41 0.41 0.13 0.54 0.00 Volume/Cap: 0.00 0.00 0.00 0.49 0.00 0.81 0.00 0.81 0.46 0.43 0.55 0.00 Delay/Veh: 0.0 0.0 0.0 22.4 0.0 34.3 0.0 26.3 16.8 30.5 12.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 22.4 0.0 34.3 0.0 26.3 16.8 30.5 12.0 0.0 LOS by Move: A A A C A C A C B C B A HCM2kAvgQ: 0 0 0 5 0 11 0 15 5 3 9 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24 2009 10:41:15 Page 6-1 Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.341 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 130.0 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------11---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 11 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------11---------------11---------------II---------------I Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 578 0 247 0 475 252 618 789 0 Added Vol: 0 0 0 153 0 110 0 433 105 179 169 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 731 0 357 0 908 357 797 958 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 731 0 357 0 908 357 797 958 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 731 0 357 0 908 357 797 958 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 731 0 357 0 908 357 797 958 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.75 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.51 0.00 0.49 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2097 0 694 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.35 0.00 0.51 0.00 0.25 0.22 0.44 0.27 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.38 0.00 0.38 0.00 0.19 0.19 0.33 0.52 0.00 Volume/Cap: 0.00 0.00 0.00 0.91 0.00 1.34 0.00 1.34 1.18 1.34 0.51 0.00 Delay/Veh: 0.0 0.0 0.0 45.6 0.0 200.1 0.0 211 157.2 204.2 19.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 45.6 0.0 200.1 0.0 211 157.2 204.2 19.3 0.0 LOS by Move: A A A D A F A F F F B A HCM2kAvgQ: 0 0 0 21 0 51 0 34 23 55 12 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:31 Page 6-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.828 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 249.5 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 2 0 1 1 0 2 0 0 ------------I---------------11---------------II---------------II--------------- Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 898 0 353 0 753 224 492 781 0 Added Vol: 0 0 0 401 0 383 0 409 116 121 313 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1299 0 736 0 1162 340 613 1094 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1299 0 736 0 1162 340 613 1094 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1299 0 736 0 1162 340 613 1094 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1299 0 736 0 1162 340 613 1094 0 --- ---- ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.73 1.00 0.75 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 0.00 0.00 0.00 1.48 0.00 0.52 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 0 0 0 2046 0 749 0 3610 1615 1805 3610 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.63 0.00 0.98 0.00 0.32 0.21 0.34 0.30 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.54 0.00 0.54 0.00 0.18 0.18 0.19 0.36 0.00 Volume/Cap: 0.00 0.00 0.00 1.18 0.00 1.83 0.00 1.83 1.19 1.82 0.84 0.00 Delay/Veh: 0.0 0.0 0.0 115.7 0.0 404.6 0.0 427 166.0 431.4 39.8 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 115.7 0.0 404.6 0.0 427 166.0 431.4 39.8 0.0 LOS by Move: A A A F A F A F F F D A HCM2kAvgQ: 0 0 0 51 0 129 0 57 22 57 22 0 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 15:04:36 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SE Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.755 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 19.8 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- II--------------- I--------------- II--------------- I Control: Permitted Protected Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 2 0 1! 0 1 0 0 3 0 1 2 0 3 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 0 503 0 215 0 413 219 537 686 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 578 0 247 0 475 252 618 789 0 Added Vol: 0 0 0 153 0 110 0 433 105 179 169 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 731 0 357 0 908 357 797 958 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 731 0 357 0 908 357 797 958 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 731 0 357 0 908 357 797 958 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 731 0 357 0 908 357 797 958 0 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.89 1.00 0.92 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 2.58 0.00 1.42 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 4380 0 2473 0 5187 1615 3502 5187 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.17 0.00 0.14 0.00 0.18 0.22 0.23 0.18 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.22 0.00 0.22 0.00 0.29 0.29 0.30 0.59 0.00 Volume/Cap: 0.00 0.00 0.00 0.75 0.00 0.65 0.00 0.60 0.75 0.75 0.31 0.00 Delay/Veh: 0.0 0.0 0.0 26.0 0.0 24.0 0.0 20.4 27.7 23.7 6.6 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 26.0 0.0 24.0 0.0 20.4 27.7 23.7 6.6 0.0 LOS by Move: A A A C A C A C C C A A HCM2kAvgQ: 0 0 0 9 0 8 0 7 8 9 4 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 15:04:16 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection ##3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.834 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 22.2 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- I --------------- --------------- I Control: Permitted Protected Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 13 13 10 13 0 Lanes: 0 0 0 0 0 2 0 1! 0 1 0 0 3 0 1 2 0 3 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 781 0 307 0 655 195 428 679 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 898 0 353 0 753 224 492 781 0 Added Vol: 0 0 0 401 0 383 0 409 116 121 313 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1299 0 736 0 1162 340 613 1094 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1299 0 736 0 1162 340 613 1094 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1299 0 736 0 1162 340 613 1094 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1299 0 736 0 1162 340 613 1094 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.92 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 2.54 0.00 1.46 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 4425 0 2542 0 5700 1615 3610 5700 0 ------------ I--------------- --------------- --------------- --------------- I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.29 0.00 0.29 0.00 0.20 0.21 0.17 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.24 0.24 0.20 0.45 0.00 Volume/Cap: 0.00 0.00 0.00 0.83 0.00 0.82 0.00 0.83 0.86 0.83 0.43 0.00 Delay/Veh: 0.0 0.0 0.0 20.5 0.0 20.1 0.0 26.0 39.1 31.1 11.4 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 20.5 0.0 20.1 0.0 26.0 39.1 31.1 11.4 0.0 LOS by Move: A A A C A C A C D C B A HCM2kAvgQ: 0 0 0 14 0 15 0 10 9 8 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA e 7-1 Default Scenario Wed Jun 24, 2009 10:41:15 Page -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.996 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 47.8 Optimal Cycle: OPTIMIZED Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 351 0 431 0 0 0 45 922 0 0 823 358 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 404 0 496 0 0 0 52 1060 0 0 946 412 Added Vol: 128 0 114 0 0 0 118 293 0 0 467 252 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 532 0 610 0 0 0 170 1353 0 0 1413 664 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 532 0 610 0 0 0 170 1353 0 0 1413 664 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 532 0 610 0 0 0 170 1353 0 0 1413 664 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 532 0 610 0 0 0 170 1353 0 0 1413 664 ------------I---------------II---------------11---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.36 0.00 0.38 0.00 0.00 0.00 0.09 0.37 0.00 0.00 0.39 0.41 Crit Moves: **** **** **** Green/Cycle: 0.38 0.00 0.38 0.00 0.00 0.00 0.10 0.51 0.00 0.00 0.41 0.41 Volume/Cap: 0.96 0.00 1.00 0.00 0.00 0.00 0.99 0.74 0.00 0.00 0.95 1.00 Delay/Veh: 60.6 0.0 68.3 0.0 0.0 0.0 112.3 22.0 0.0 0.0 43.2 65.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.6 0.0 68.3 0.0 0.0 0.0 112.3 22.0 0.0 0.0 43.2 65.0 LOS by Move: E A E A A A F C A A D E HCM2kAvgQ: 22 0 26 0 0 0 9 19 0 0 28 28 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:31 Page 7-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.423 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 179.8 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------11---------------I Volume Module: Base Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 562 0 621 0 0 0 81 1370 0 0 1283 255 Added Vol: 166 0 381 0 0 0 166 726 0 0 606 291 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 728 0 1002 0 0 0 247 2096 0 0 1889 546 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 728 0 1002 0 0 0 247 2096 0 0 1889 546 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 728 0 1002 0 0 0 247 2096 0 0 1889 546 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 728 0 1002 0 0 0 247 2096 0 0 1889 546 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.50 0.00 0.62 0.00 0.00 0.00 0.14 0.58 0.00 0.00 0.52 0.34 Crit Moves: **** **** **** Green/Cycle: 0.44 0.00 0.44 0.00 0.00 0.00 0.10 0.46 0.00 0.00 0.37 0.37 Volume/Cap: 1.14 0.00 1.42 0.00 0.00 0.00 1.42 1.25 0.00 0.00 1.42 0.92 Delay/Veh: 115.9 0.0 232.3 0.0 0.0 0.0 274.6 150 0.0 0.0 233 55.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 115.9 0.0 232.3 0.0 0.0 0.0 274.6 150 0.0 0.0 233 55.8 LOS by Move: F A F A A A F F A A F E HCM2kAvgQ: 41 0 74 0 0 0 20 69 0 0 73 23 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 14:36:30 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #4 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.793 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.6 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II------ --II---------------II---------------I Control: Protected Permitted Protected Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 2 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------11---------------I Volume Module: Base Vol: 351 0 431 0 0 0 45 922 0 0 823 358 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 404 0 496 0 0 0 52 1060 0 0 946 412 Added Vol: 128 0 114 0 0 0 118 293 0 0 467 252 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 532 0 610 0 0 0 170 1353 0 0 1413 664 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 532 0 0 0 0 0 170 1353 0 0 1413 664 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 532 0 0 0 0 0 170 1353 0 0 1413 664 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 532 0 0 0 0 0 170 1353 0 0 1413 664 ------------I---------------II---------------II---------------II---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 3502 0 1900 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------11---------------II---------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.15 0.00 0.00 0.00 0.00 0.00 0.09 0.37 0.00 0.00 0.39 0.41 Crit Moves: **** **** **** Green/Cycle: 0.19 0.00 0.00 0.00 0.00 0.00 0.14 0.64 0.00 0.00 0.50 0.50 Volume/Cap: 0.82 0.00 0.00 0.00 0.00 0.00 0.66 0.58 0.00 0.00 0.78 0.82 Delay/Veh: 35.6 0.0 0.0 0.0 0.0 0.0 34.5 7.5 0.0 0.0 16.6 21.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.6 0.0 0.0 0.0 0.0 0.0 34.5 7.5 0.0 0.0 16.6 21.5 LOS by Move: D A A A A A C A A A B C HCM2kAvgQ: 8 0 0 0 0 0 5 9 0 0 15 15 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 14:36:00 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 44 I-15 Freeway NB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.980 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 35.3 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------11---------------II---------------I Control: Protected Permitted Protected Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 2 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------11---------------11---------------11---------------1 Volume Module: Base Vol: 489 0 540 0 0 0 70 1191 0 0 1116 222 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 562 0 621 0 0 0 81 1370 0 0 1283 255 Added Vol: 166 0 381 0 0 0 166 726 0 0 606 291 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 728 0 1002 0 0 0 247 2096 0 0 1889 546 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 728 0 0 0 0 0 247 2096 0 0 1889 546 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 728 0 0 0 0 0 247 2096 0 0 1889 546 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 728 0 0 0 0 0 247 2096 0 0 1889 546 ------------I-- --------II---------------II---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 3502 0 1900 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.00 0.00 0.00 0.00 0.14 0.58 0.00 0.00 0.52 0.34 Crit Moves: **** **** **** Green/Cycle: 0.21 0.00 0.00 0.00 0.00 0.00 0.14 0.67 0.00 0.00 0.53 0.53 Volume/Cap: 0.98 0.00 0.00 0.00 0.00 0.00 0.98 0.86 0.00 0.00 0.98 0.63 Delay/Veh: 69.0 0.0 0.0 0.0 0.0 0.0 95.9 16.8 0.0 0.0 39.9 18.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 69.0 0.0 0.0 0.0 0.0 0.0 95.9 16.8 0.0 0.0 39.9 18.8 LOS by Move: E A A A A A F B A A D B HCM2kAvgQ: 17 0 0 0 0 0 12 30 0 0 38 13 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:41:15 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 376.0 Worst Case Level Of Service: F[1124.6] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I- --------II-------- --11-------- II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 454 0 49 0 0 0 151 72 0 0 183 1 Added Vol: 0 0 68 0 0 0 97 95 0 0 368 178 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 454 0 117 0 0 0 248 167 0 0 551 179 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 454 0 117 0 0 0 248 167 0 0 551 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 454 0 117 0 0 0 248 167 0 0 551 179 ------------I---------------II---------------II---------------II--------------- Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx --- ---- ------ --II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 1303 1393 167 xxxx xxxx xxxxx 730 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 179 143 882 xxxx xxxx xxxxx 883 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 140 103 882 xxxx xxxx xxxxx 883 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 3.24 0.00 0.13 xxxx xxxx xxxx 0.28 xxxx xxxx xxxx xxxx xxxx ------------I---------------11---------------II---------------II--------------- Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 1.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 169 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 54.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 1125 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F ApproachDel: 1124.6 xxxxxx xxxxxx xxxxxx ApproachLOS: F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:31 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 554.5 Worst Case Level Of Service: F[1666.2] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------i Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 ------------I---------------II---------------11---------------11---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 379 0 40 0 0 0 133 198 0 0 163 12 Added Vol: 0 0 250 0 0 0 166 345 0 0 223 108 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 379 0 290 0 0 0 299 543 0 0 386 120 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 379 0 290 0 0 0 299 543 0 0 386 120 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 379 0 290 0 0 0 299 543 0 0 386 120 ------------ ---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 1588 1647 543 xxxx xxxx xxxxx 506 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 120 100 544 xxxx xxxx xxxxx 1069 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 94 72 544 xxxx xxxx xxxxx 1069 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 4.03 0.00 0.53 xxxx xxxx xxxx 0.28 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 1.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 147 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 69.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 1666 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F ApproachDel: 1666.2 xxxxxx xxxxxx xxxxxx ApproachLOS: F ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 c 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:56 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.879 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 34.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------I---------------11---------------11---------------11---------------I Volume Module: Base Vol: 395 0 43 0 0 0 131 63 0 0 159 1 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 454 0 49 0 0 0 151 72 0 0 183 1 Added Vol: 0 0 68 0 0 0 97 95 0 0 368 178 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 454 0 117 0 0 0 248 167 0 0 551 179 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 454 0 117 0 0 0 248 167 0 0 551 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 454 0 117 0 0 0 248 167 0 0 551 179 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 454 0 117 0 0 0 248 167 0 0 551 179 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------I---------------11---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.31 0.00 0.07 0.00 0.00 0.00 0.14 0.09 0.00 0.00 0.29 0.11 Crit Moves: **** **** **** Green/Cycle: 0.35 0.00 0.35 0.00 0.00 0.00 0.16 0.49 0.00 0.00 0.33 0.33 Volume/Cap: 0.88 0.00 0.21 0.00 0.00 0.00 0.88 0.18 0.00 0.00 0.88 0.34 Delay/Veh: 38.5 0.0 17.1 0.0 0.0 0.0 56.3 11.0 0.0 0.0 37.1 19.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.5 0.0 17.1 0.0 0.0 0.0 56.3 11.0 0.0 0.0 37.1 19.3 LOS by Move: D A B A A A E B A A D B HCM2kAvgQ: 13 0 2 0 0 0 9 2 0 0 16 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:06 Page 8-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.786 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 22.5 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I- --------II---------------II---------------11---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 330 0 35 0 0 0 116 172 0 0 142 10 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 379 0 40 0 0 0 133 198 0 0 163 12 Added Vol: 0 0 250 0 0 0 166 345 0 0 223 108 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 379 0 290 0 0 0 299 543 0 0 386 120 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 379 0 290 0 0 0 299 543 0 0 386 120 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 379 0 290 0 0 0 299 543 0 0 386 120 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 380 0 290 0 0 0 299 543 0 0 386 120 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat. : 1461 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.26 0.00 0.18 0.00 0.00 0.00 0.17 0.29 0.00 0.00 0.20 0.07 Crit Moves: **** **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.21 0.47 0.00 0.00 0.26 0.26 Volume/Cap: 0.79 0.00 0.54 0.00 0.00 0.00 0.79 0.61 0.00 0.00 0.79 0.29 Delay/Veh: 26.5 0.0 17.6 0.0 0.0 0.0 32.7 13.0 0.0 0.0 28.9 18.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.5 0.0 17.6 0.0 0.0 0.0 32.7 13.0 0.0 0.0 28.9 18.2 LOS by Move: C A B A A A C B A A C B HCM2kAvgQ: 9 0 5 0 0 0 8 8 0 0 9 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:41:15 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.508 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 125.9 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial B3e: 181 0 336 0 0 0 222 831 0 0 1226 879 Added Vol: 57 0 63 0 0 0 320 267 0 0 291 348 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 238 0 399 0 0 0 542 1098 0 0 1517 1227 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 238 0 399 0 0 0 542 1098 0 0 1517 1227 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 0 399 0 0 0 542 1098 0 0 1517 1227 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 238 0 399 0 0 0 542 1098 0 0 1517 1227 ------------I---------------II--------------- II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.53 0.00 1.47 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 799 0 2108 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------------II ---------I Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.19 0.00 0.00 0.00 0.30 0.30 0.00 0.00 0.42 0.76 Crit Moves: **** **** **** Green/Cycle: 0.20 0.00 0.20 0.00 0.00 0.00 0.20 0.70 0.00 0.00 0.50 0.50 Volume/Cap: 1.51 0.00 0.96 0.00 0.00 0.00 1.51 0.43 0.00 0.00 0.83 1.51 Delay/Veh: 290.4 0.0 73.6 0.0 0.0 0.0 290.0 7.7 0.0 0.0 28.9 264.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 290.4 0.0 73.6 0.0 0.0 0.0 290.0 7.7 0.0 0.0 28.9 264.1 LOS by Move: F A E A A A F A A A C F HCM2kAvgQ: 36 0 14 0 0 0 44 9 0 0 27 95 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:31 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.532 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 132.0 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 0 0 1! 0 1 0 0 0 0 0 1 0 2 0 0 0 0 2 0 1 ------------I---------------II---------------11---------------II---------------I Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 269 0 641 0 0 0 217 1434 0 0 1004 633 Added Vol: 145 0 203 0 0 0 241 568 0 0 289 266 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 414 0 844 0 0 0 458 2002 0 0 1293 899 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 414 0 844 0 0 0 458 2002 0 0 1293 899 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 414 0 844 0 0 0 458 2002 0 0 1293 899 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 414 0 844 0 0 0 458 2002 0 0 1293 899 ------------I---------------II---------------II---------------II--------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.76 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 0.85 Lanes: 0.48 0.00 1.52 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 729 0 2179 0 0 0 1805 3610 0 0 3610 1615 ------------I---------------II---------------II---------- II---------------I Capacity Analysis Module: Vol/Sat: 0.57 0.00 0.39 0.00 0.00 0.00 0.25 0.55 0.00 0.00 0.36 0.56 Crit Moves: **** **** **** Green/Cycle: 0.37 0.00 0.37 0.00 0.00 0.00 0.17 0.53 0.00 0.00 0.36 0.36 Volume/Cap: 1.53 0.00 1.04 0.00 0.00 0.00 1.53 1.05 0.00 0.00 0.99 1.53 Delay/Veh: 283.8 0.0 76.2 0.0 0.0 0.0 305.1 62.6 0.0 0.0 59.2 285.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 283.8 0.0 76.2 0.0 0.0 0.0 305.1 62.6 0.0 0.0 59.2 285.5 LOS by Move: F A E A A A F E A A E F HCM2kAvgQ: 68 0 28 0 0 0 38 50 0 0 31 72 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:56 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.912 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 21.9 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 1! 0 1 0 0 0 0 0 2 0 3 0 0 0 0 3 0 2 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 157 0 292 0 0 0 193 723 0 0 1066 764 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 181 0 336 0 0 0 222 831 0 0 1226 879 Added Vol: 57 0 63 0 0 0 320 267 0 0 291 348 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 238 0 399 0 0 0 542 1098 0 0 1517 1227 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 238 0 399 0 0 0 542 1098 0 0 1517 1227 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 0 399 0 0 0 542 1098 0 0 1517 1227 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 238 0 399 0 0 0 542 1098 0 0 1517 1227 ------------I---------------11---------------II---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.76 1.00 1.00 1.00 0.92 0.91 1.00 1.00 0.91 0.75 Lanes: 1.37 0.00 1.63 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 2.00 Final Sat. : 1990 0 2358 0 0 0 3502 5187 0 0 5187 2842 ------------I---------------II----- -----II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.00 0.17 0.00 0.00 0.00 0.15 0.21 0.00 0.00 0.29 0.43 Crit Moves: **** **** **** Green/Cycle: 0.19 0.00 0.19 0.00 0.00 0.00 0.17 0.64 0.00 0.00 0.47 0.47 Volume/Cap: 0.64 0.00 0.91 0.00 0.00 0.00 0.91 0.33 0.00 0.00 0.62 0.91 Delay/Veh: 27.8 0.0 43.9 0.0 0.0 0.0 47.0 5.7 0.0 0.0 14.2 26.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.8 0.0 43.9 0.0 0.0 0.0 47.0 5.7 0.0 0.0 14.2 26.7 LOS by Move: C A D A A A D A A A B C HCM2kAvgQ: 5 0 9 0 0 0 10 4 0 0 10 19 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:06 Page 9-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.961 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 29.4 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---- -- ---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 13 0 0 13 13 Lanes: 1 0 1! 0 1 0 0 0 0 0 2 0 3 0 0 0 0 3 0 2 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 234 0 557 0 0 0 189 1247 0 0 873 550 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 269 0 641 0 0 0 217 1434 0 0 1004 633 Added Vol: 145 0 203 0 0 0 241 568 0 0 289 266 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 414 0 844 0 0 0 458 2002 0 0 1293 899 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 414 0 844 0 0 0 458 2002 0 0 1293 899 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 414 0 844 0 0 0 458 2002 0 0 1293 899 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 414 0 844 0 0 0 458 2002 0 0 1293 899 ------------I---------------II------- -II---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.76 1.00 1.00 1.00 0.92 0.91 1.00 1.00 0.91 0.75 Lanes: 1.33 0.00 1.67 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 2.00 Final Sat. : 1921 0 2414 0 0 0 3502 5187 0 0 5187 2842 ------------I---------------II---------------II-- --II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.35 0.00 0.00 0.00 0.13 0.39 0.00 0.00 0.25 0.32 Crit Moves: **** **** **** Green/Cycle: 0.36 0.00 0.36 0.00 0.00 0.00 0.14 0.47 0.00 0.00 0.33 0.33 Volume/Cap: 0.60 0.00 0.97 0.00 0.00 0.00 0.92 0.82 0.00 0.00 0.77 0.97 Delay/Veh: 18.7 0.0 40.1 0.0 0.0 0.0 51.2 18.5 0.0 0.0 23.4 46.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.7 0.0 40.1 0.0 0.0 0.0 51.2 18.5 0.0 0.0 23.4 46.1 LOS by Move: B A D A A A D B A A C D HCM2kAvgQ: 6 0 17 0 0 0 9 16 0 0 11 17 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:41:15 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.866 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 37.1 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------11---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------I---------------11---------------II---------------II---------------I Volume Module: Base Vol: 65 103 44 75 104 259 276 973 104 112 857 218 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 75 118 51 86 120 298 317 1119 120 129 986 251 Added Vol: 33 33 26 17 10 10 8 387 12 13 677 13 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 108 151 77 103 130 308 325 1506 132 142 1663 264 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 151 77 103 130 308 325 1506 132 142 1663 264 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 151 77 103 130 308 325 1506 132 142 1663 264 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 151 77 103 130 308 325 1506 132 142 1663 264 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.63 0.95 0.95 0.44 1.00 0.85 0.95 0.95 0.85 0.'95 0.89 0.89 Lanes: 1.00 0.66 0.34 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.59 0.41 Final Sat. : 1188 1199 606 827 1900 1615 1805 3610 1615 1805 4383 695 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.13 0.13 0.12 0.07 0.19 0.18 0.42 0.08 0.08 0.38 0.38 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.20 0.53 0.53 0.11 0.43 0.43 Volume/Cap: 0.39 0.54 0.54 0.54 0.29 0.82 0.88 0.79 0.15 0.74 0.88 0.88 Delay/Veh: 39.7 41.8 41.8 43.2 38.2 56.6 67.8 25.3 14.6 66.9 36.2 36.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.7 41.8 41.8 43.2 38.2 56.6 67.8 25.3 14.6 66.9 36.2 36.2 LOS by Move: D D D D D E E C B E D D HCM2kAvgQ: 4 8 8 4 4 13 15 25 2 7 27 27 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:31 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.276 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 96.5 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 98 43 144 105 53 254 182 1648 161 91 1187 77 Added Vol: 22 20 60 58 36 13 13 1058 36 70 863 61 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 120 63 204 163 89 267 195 2706 197 161 2050 138 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 63 204 163 89 267 195 2706 197 161 2050 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 63 204 163 89 267 195 2706 197 161 2050 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 63 204 163 89 267 195 2706 197 161 2050 138 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.70 0.89 0.89 0.32 1.00 0.85 0.95 0.95 0.85 0.95 0.90 0.90 Lanes: 1.00 0.23 0.77 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.81 0.19 Final Sat. : 1326 395 1287 608 1900 1615 1805 3610 1615 1805 4816 324 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.16 0.16 0.27 0.05 0.17 0.11 0.75 0.12 0.09 0.43 0.43 Crit Moves: **** **** **** Green/Cycle: 0.21 0.21 0.21 0.21 0.21 0.21 0.13 0.58 0.58 0.08 0.53 0.53 Volume/Cap: 0.44 0.77 0.77 1.30 0.23 0.80 0.81 1.30 0.21 1.07 0.81 0.81 Delay/Veh: 42.7 55.0 55.0 228.4 40.0 58.5 68.4 163 12.3 148.1 25.3 25.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.7 55.0 55.0 228.4 40.0 58.5 68.4 163 12.3 148.1 25.3 25.3 LOS by Move: D D D F D E E F B F C C HCM2kAvgQ: 4 11 11 13 3 11 9 92 3 11 26 26 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:56 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.809 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 32.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------I---------------11---------------II---------------II---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1 --- ---I---------------11---------------II---------------II---------------I Volume Module: Base Vol: 65 103 44 75 104 259 276 973 104 112 857 218 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 75 118 51 86 120 298 317 1119 120 129 986 251 Added Vol: 33 33 26 17 10 10 8 387 12 13 677 13 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 108 151 77 103 130 308 325 1506 132 142 1663 264 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 151 77 103 130 308 325 1506 132 142 1663 264 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 151 77 103 130 308 325 1506 132 142 1663 264 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 151 77 103 130 308 325 1506 132 142 1663 264 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.64 1.00 0.85 0.60 1.00 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1224 1900 1615 1148 1900 1615 1805 5187 1615 1805 5187 1615 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.08 0.05 0.09 0.07 0.19 0.18 0.29 0.08 0.08 0.32 0.16 Crit Moves: **** **** **** Green/Cycle: 0.25 0.25 0.25 0.25 0.25 0.25 0.22 0.46 0.46 0.14 0.38 0.38 Volume/Cap: 0.35 0.31 0.19 0.35 0.27 0.75 0.83 0.64 0.18 0.55 0.83 0.43 Delay/Veh: 34.2 33.6 32.3 34.3 33.1 45.2 55.6 23.4 17.8 46.3 33.9 25.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.2 33.6 32.3 34.3 33.1 45.2 55.6 23.4 17.8 46.3 33.9 25.4 LOS by Move: C C C C C D E C B D C C HCM2kAvgQ: 3 4 2 3 4 11 13 15 3 5 21 7 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:06 Page 10-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.896 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 36.0 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------11---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 28 28 10 28 28 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------I---------------II---------------II---------------11---------------I Volume Module: Base Vol: 85 37 125 91 46 221 158 1433 140 79 1032 67 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 98 43 144 105 53 254 182 1648 161 91 1187 77 Added Vol: 22 20 60 58 36 13 13 1058 36 70 863 61 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 120 63 204 163 89 267 195 2706 197 161 2050 138 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 63 204 163 89 267 195 2706 197 161 2050 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 63 204 163 89 267 195 2706 197 161 2050 138 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 63 204 163 89 267 195 2706 197 161 2050 138 ------------I---------------II---------------II---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.70 1.00 0.85 0.72 1.00 0.85 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1326 1900 1615 1362 1900 1615 1805 5187 1615 1805 5187 1615 ------------I---------------11---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.03 0.13 0.12 0.05 0.17 0.11 0.52 0.12 0.09 0.40 0.09 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.14 0.54 0.54 0.09 0.50 0.50 Volume/Cap: 0.39 0.14 0.54 0.51 0.20 0.71 0.79 0.96 0.23 0.96 0.79 0.17 Delay/Veh: 39.6 36.6 41.9 41.5 37.2 48.4 66.4 36.5 14.5 113.2 26.8 16.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.6 36.6 41.9 41.5 37.2 48.4 66.4 36.5 14.5 113.2 26.8 16.7 LOS by Move: D D D D D D E D B F C B HCM2kAvgQ: 4 2 7 6 3 10 9 41 4 9 24 3 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:41:15 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 115 Critical Vol./Cap. (X) : 0.807 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 28.2 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------11--------------- Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 1 1 5 13 1 257 236 855 1 8 929 109 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 1 1 6 15 1 296 271 983 1 9 1068 125 Added Vol: 91 8 0 5 3 16 16 271 36 0 547 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 92 9 6 20 4 312 287 1254 37 9 1615 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 9 6 20 4 312 287 1254 37 9 1615 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 9 6 20 4 312 287 1254 37 9 1615 134 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 9 6 20 4 312 287 1254 37 9 1615 134 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.75 0.94 0.94 0.84 0.84 0.85 0.92 0.95 0.95 0.95 0.95 0.85 Lanes: 1.00 0.61 0.39 0.83 0.17 1.00 2.00 1.94 0.06 1.00 2.00 1.00 Final Sat. : 1423 1099 691 1321 275 1615 3502 3492 103 1805 3610 1615 ------------I---------------11---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.01 0.01 0.02 0.02 0.19 0.08 0.36 0.36 0.01 0.45 0.08 Crit Moves: **** **** **** Green/Cycle: 0.24 0.24 0.24 0.24 0.24 0.24 0.10 0.53 0.53 0.13 0.55 0.55 Volume/Cap: 0.27 0.03 0.03 0.06 0.06 0.79 0.81 0.68 0.68 0.04 0.81 0.15 Delay/Veh: 35.6 33.2 33.2 33.5 33.5 51.3 63.9 21.3 21.3 44.1 23.6 12.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.6 33.2 33.2 33.5 33.5 51.3 63.9 21.3 21.3 44.1 23.6 12.7 LOS by Move: D C C C C D E C C D C B HCM2kAvgQ: 3 0 0 1 1 12 7 18 18 0 26 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:31 Page 11-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.745 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 34.1 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 28 28 28 28 28 28 10 17 17 10 17 17 Lanes: 1 0 0 1 0 0 1 0 0 1 2 0 1 1 0 1 0 2 0 1 ------------ ---------------11---------------II---------------II---------------I Volume Module: Base Vol: 5 1 6 15 1 115 93 1049 6 2 1058 10 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 6 1 7 17 1 132 107 1206 7 2 1217 12 Added Vol: 66 5 0 11 9 23 22 733 105 0 543 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 72 6 7 28 10 155 129 1939 112 2 1760 19 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 6 7 28 10 155 129 1939 112 2 1760 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 6 7 28 10 155 129 1939 112 2 1760 19 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 6 7 28 10 155 129 1939 112 2 1760 19 ------------ ---------------11---------------II---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.74 0.92 0.92 0.83 0.83 0.85 0.92 0.94 0.94 0.95 0.95 0.85 Lanes: 1.00 0.47 0.53 0.74 0.26 1.00 2.00 1.89 0.11 1.00 2.00 1.00 Final Sat. : 1400 825 925 1162 417 1615 3502 3386 195 1805 3610 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.01 0.01 0.02 0.02 0.10 0.04 0.57 0.57 0.00 0.49 0.01 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.10 0.58 0.58 0.08 0.57 0.57 Volume/Cap: 0.22 0.03 0.03 0.10 0.10 0.41 0.38 0.98 0.98 0.02 0.86 0.02 Delay/Veh: 37.5 35.6 35.6 36.3 36.3 39.8 51.5 40.0 40.0 50.5 25.5 11.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.5 35.6 35.6 36.3 36.3 39.8 51.5 40.0 40.0 50.5 25.5 11.3 LOS by Move: D D D D D D D D D D C B HCM2kAvgQ: 2 0 0 1 1 5 3 46 46 0 31 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:41:15 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 17.3 Worst Case Level Of Service: E[ 46.61 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------il---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 7 3 0 0 6 138 113 0 9 0 0 0 Added Vol: 493 33 0 0 10 53 15 0 147 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 500 36 0 0 16 191 128 0 156 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 500 36 0 0 16 191 128 0 156 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 500 36 0 0 16 191 128 0 156 0 0 0 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------- Capacity Module: Cnflict Vol: 207 xxxx xxxxx xxxx xxxx xxxxx 1052 xxxx 16 xxxx xxxx xxxxx Potent Cap. : 1376 xxxx xxxxx xxxx xxxx xxxxx 253 xxxx 1069 xxxx xxxx xxxxx Move Cap. : 1376 xxxx xxxxx xxxx xxxx xxxxx 153 xxxx 1069 xxxx xxxx xxxxx Volume/Cap: 0.36 xxxx xxxx xxxx xxxx xxxx 0.84 xxxx 0.15 xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: 1.7 xxxx xxxxx xxxx xxxx xxxxx 5.5 xxxx 0.5 xxxx xxxx xxxxx Control Del: 9.1 xxxx xxxxx xxxxx xxxx xxxxx 92.6 xxxx 8.9 xxxxx xxxx xxxxx LOS by Move: A * * * * * F * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 1.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 9.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 46.6 xxxxxx ApproachLOS: * * E ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:31 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Average Delay (sec/veh) : 19.0 Worst Case Level Of Service: D[ 28.81 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ ---------------II---------------11---------------II---------------I Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 12 3 0 0 3 163 229 0 9 0 0 0 Added Vol: 300 21 0 0 37 31 57 0 538 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 312 24 0 0 40 194 286 0 547 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 312 24 0 0 40 194 286 0 547 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 312 24 0 0 40 194 286 0 547 0 0 0 ------------I---------------II---------------II---------------11---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------i---------------II---------------II---------------II----- I Capacity Module: Cnflict Vol: 235 xxxx xxxxx xxxx xxxx xxxxx 688 xxxx 40 xxxx xxxx xxxxx Potent Cap. : 1344 xxxx xxxxx xxxx xxxx xxxxx 415 xxxx 1036 xxxx xxxx xxxxx Move Cap. : 1344 xxxx xxxxx xxxx xxxx xxxxx 325 xxxx 1036 xxxx xxxx xxxxx Volume/Cap: 0.23 xxxx xxxx xxxx xxxx xxxx 0.88 xxxx 0.53 xxxx xxxx xxxx ------------I---------------II---------------11---------------II---------------I Level Of Service Module: 2Way95thQ: 0.9 xxxx xxxxx xxxx xxxx xxxxx 8.2 xxxx 3.2 xxxx xxxx xxxxx Control Del: 8.5 xxxx xxxxx xxxxx xxxx xxxxx 60.3 xxxx 12.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * F * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * ApproachDel: xxxxxx xxxxxx 28.8 xxxxxx ApproachLOS: * * D ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:56 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.434 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.9 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -- -----I---------------II---------------II---------------II---------------I Control: Protected Permitted Permitted Permitted Rights: Include Include Ignore Include Min. Green: 10 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 - -----I--------------II---------------II---------------II---------------I Volume Module: Base Vol: 6 3 0 0 5 120 98 0 8 0 0 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 7 3 0 0 6 138 113 0 9 0 0 0 Added Vol: 493 33 0 0 10 53 15 0 147 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 500 36 0 0 16 191 128 0 156 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 500 36 0 0 16 191 128 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 500 36 0 0 16 191 128 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 500 36 0 0 16 191 128 0 0 0 0 0 ------------ ---------------II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.77 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1461 0 1900 0 0 0 -- ---I---------------II---------------II---------- II---------------I Capacity Analysis Module: Vol/Sat: 0.28 0.02 0.00 0.00 0.01 0.12 0.09 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.44 0.65 0.00 0.00 0.21 0.21 0.21 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.64 0.03 0.00 0.00 0.04 0.56 0.41 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 20.5 5.4 0.0 0.0 26.7 32.0 29.8 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 20.5 5.4 0.0 0.0 26.7 32.0 29.8 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A C C C A A A A A HCM2kAvgQ: 11 0 0 0 0 5 3 0 0 0 0 0 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:06 Page 12-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.478 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.5 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---- ----II---------------I Control: Protected Permitted Permitted Permitted Rights: Include Include Ignore Include Min. Green: 10 18 0 0 18 18 18 0 18 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------11---------------II---------------11---------------I Volume Module: Base Vol: 10 3 0 0 3 142 199 0 8 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 12 3 0 0 3 163 229 0 9 0 0 0 Added Vol: 300 21 0 0 37 31 57 0 538 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 312 24 0 0 40 194 286 0 547 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 312 24 0 0 40 194 286 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 312 24 0 0 40 194 286 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 312 24 0 0 40 194 286 0 0 0 0 0 ------------I---- ------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.77 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1461 0 1900 0 0 0 ------------I---------------II---------------II---------------II ---------I Capacity Analysis Module: Vol/Sat: 0.17 0.01 0.00 0.00 0.02 0.12 0.20 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.25 0.53 0.00 0.00 0.28 0.28 0.29 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.68 0.02 0.00 0.00 0.08 0.43 0.68 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 26.2 7.3 0.0 0.0 17.4 20.0 25.2 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.2 7.3 0.0 0.0 17.4 20.0 25.2 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A B B C A A A A A HCM2kAvgQ: 7 0 0 0 1 4 7 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:41:15 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.516 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.6 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------11---------------11---------------11---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 0 0 157 0 0 0 0 0 0 0 526 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 157 0 0 0 0 0 0 0 526 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 157 0 0 0 0 0 0 0 526 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 157 0 0 0 0 0 0 0 526 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 157 0 0 0 0 0 0 0 526 ------------I---------------11---------------11---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1900 1805 1900 0 0 0 0 1900 0 1615 ------------I---------------11---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.63 Volume/Cap: 0.00 0.00 0.00 0.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 Delay/Veh: 0.0 0.0 0.0 24.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 24.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.5 LOS by Move: A A A C A A A A A A A A HCM2kAvgQ: 0 0 0 3 0 0 0 0 0 0 0 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:31 Page 13-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.647 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.8 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 18 18 10 18 0 0 0 0 18 0 18 Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 ------------I---------------II---- ----11---------------11---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 0 0 0 575 0 0 0 0 0 0 0 321 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 575 0 0 0 0 0 0 0 321 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 575 0 0 0 0 0 0 0 321 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 575 0 0 0 0 0 0 0 321 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 575 0 0 0 0 0 0 0 321 ------------ ---------------11---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 1900 1900 1805 1900 0 0 0 0 1900 0 1615 ------------I---------------11---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.31 Volume/Cap: 0.00 0.00 0.00 0.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.65 Delay/Veh: 0.0 0.0 0.0 13.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 20.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 13.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 20.9 LOS by Move: A A A B A A A A A A A C HCM2kAvgQ: 0 0 0 9 0 0 0 0 0 0 0 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:41:15 Page 14-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Average Delay (sec/veh) : 7.4 Worst Case Level Of Service: B[ 10.81 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II- ---------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1 0 0 3 1 49 0 74 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 151 1 0 0 3 1 56 0 85 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 151 1 0 0 3 1 56 0 85 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 151 1 0 0 3 1 56 0 85 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 151 1 0 0 3 1 56 0 85 0 0 0 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II ---------I Capacity Module: Cnflict Vol: 157 155 xxxxx xxxx 198 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 814 740 xxxxx xxxx 701 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 770 692 xxxxx xxxx 656 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.20 0.00 xxxx xxxx 0.01 0.00 0.06 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 769 xxxx xxxxx xxxx xxxx 704 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.7 xxxx xxxxx xxxxx xxxx 0.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 10.8 xxxx xxxxx xxxxx xxxx 10.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: B * * * * B ApproachDel: 10.8 10.1 xxxxxx xxxxxx ApproachLOS: B B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:32 Page 14-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour --------------- ------------------------------------- ---------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection 412 Camino Del Norte (NS) / Franklin Street (EW) Average Delay (sec/veh) : 3.9 Worst Case Level Of Service: B[ 12.31 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 1 0 0 4 1 1 0 416 0 0 0 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 214 1 0 0 5 1 1 0 478 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 214 1 0 0 5 1 1 0 478 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 214 1 0 0 5 1 1 0 478 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 214 1 0 0 5 1 1 0 478 0 0 0 ------------I-- -----II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 7.1 6.5 xxxxx xxxxx 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 xxxxx xxxxx 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------ ---------------II---------------II---------------II--------------- Capacity Module: Cnflict Vol: 244 242 xxxxx xxxx 481 0 0 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 714 663 xxxxx xxxx 488 900 900 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 708 663 xxxxx xxxx 487 900 900 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.30 0.00 xxxx xxxx 0.01 0.00 0.00 xxxx xxxx xxxx xxxx xxxx ------------I---------------II---------------11---------------11---------------I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 707 xxxx xxxxx xxxx xxxx 536 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 1.3 xxxx xxxxx xxxxx xxxx 0.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 12.3 xxxx xxxxx xxxxx xxxx 11.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: B * * * * B ApproachDel: 12.3 11.8 xxxxxx xxxxxx ApproachLOS: B B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:41:15 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.343 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 18.1 Optimal Cycle: OPTIMIZED Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I---------------11---------------II---------------11---------------I Volume Module: Base Vol: 72 157 10 1 447 15 16 3 106 40 5 2 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 83 181 12 1 514 17 18 3 122 46 6 2 Added Vol: 0 55 0 0 49 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 83 236 12 1 563 17 18 3 122 46 6 2 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 236 12 1 563 17 18 3 122 46 6 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 236 12 1 563 17 18 3 122 46 6 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 83 236 12 1 563 17 18 3 122 46 6 2 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.95 0.95 0.76 0.85 0.85 0.67 0.96 0.96 Lanes: 1.00 1.91 0.09 1.00 1.94 0.06 1.00 0.03 0.97 1.00 0.71 0.29 Final Sat. : 1805 3418 167 1805 3489 107 1448 45 1578 1277 1299 520 ------------I---------------11---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.07 0.07 0.00 0.16 0.16 0.01 0.08 0.08 0.04 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.14 0.32 0.32 0.18 0.36 0.36 0.33 0.33 0.33 0.33 0.33 0.33 Volume/Cap: 0.32 0.21 0.21 0.00 0.45 0.45 0.04 0.24 0.24 0.11 0.01 0.01 Delay/Veh: 27.7 17.4 17.4 23.6 17.5 17.5 16.0 17.3 17.3 16.5 15.9 15.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.7 17.4 17.4 23.6 17.5 17.5 16.0 17.3 17.3 16.5 15.9 15.9 LOS by Move: C B B C B B B B B B B B HCM2kAvgQ: 2 2 2 0 5 5 0 2 2 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:32 Page 15-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.585 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.3 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------11---------------II---------------II---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------ ---------------11---------------II---------------II---------------I Volume Module: Base Vol: 146 415 62 1 288 21 86 40 334 42 10 1 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 168 477 71 1 331 24 99 46 384 48 12 1 Added Vol: 0 69 0 0 72 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 168 546 71 1 403 24 99 46 384 48 12 1 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 546 71 1 403 24 99 46 384 48 12 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 546 71 1 403 24 99 46 384 48 12 1 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 546 71 1 403 24 99 46 384 48 12 1 Ili ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.93 0.93 0.95 0.94 0.94 0.76 0.87 0.87 0.32 0.99 0.99 Lanes: 1.00 1.77 0.23 1.00 1.89 0.11 1.00 0.11 0.89 1.00 0.91 0.09 Final Sat. : 1805 3139 410 1805 3375 202 1440 176 1469 610 1703 170 ------------I---------------11---------------II---------------II---------------i Capacity Analysis Module: Vol/Sat: 0.09 0.17 0.17 0.00 0.12 0.12 0.07 0.26 0.26 0.08 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.16 0.29 0.29 0.16 0.29 0.29 0.37 0.37 0.37 0.37 0.37 0.37 Volume/Cap: 0.59 0.61 0.61 0.00 0.42 0.42 0.19 0.72 0.72 0.22 0.02 0.02 Delay/Veh: 27.7 20.5 20.5 22.3 18.5 18.5 13.8 21.3 21.3 14.3 12.8 12.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.7 20.5 20.5 22.3 18.5 18.5 13.8 21.3 21.3 14.3 12.8 12.8 LOS by Move: C C C C B B B C C B B B HCM2kAvgQ: 4 6 6 0 4 4 1 9 9 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:41:15 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.924 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 133.5 Optimal Cycle: OPTIMIZED Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------11---------------11---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------11---------------II---------------11---------------1 Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 262 45 94 361 108 213 164 761 241 171 1630 66 Added Vol: 71 6 16 19 8 26 14 275 41 3 541 50 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 333 51 110 380 116 239 178 1036 283 174 2171 116 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 333 51 110 380 116 239 178 1036 283 174 2171 116 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 333 51 110 380 116 239 178 1036 283 174 2171 116 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 333 51 110 380 116 239 178 1036 283 174 2171 116 ------------1---------------11---------------II---------------II---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.57 0.43 1.00 2.85 0.15 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2746 749 1805 4885 260 ------------I---------------II---------------II---------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.01 0.07 0.21 0.06 0.15 0.05 0.38 0.38 0.10 0.44 0.44 Crit Moves• **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.31 0.08 0.33 0.33 0.08 0.33 0.33 Volume/Cap: 0.42 0.06 0.30 0.94 0.27 0.48 0.61 1.14 1.14 1.14 1.33 1.33 Delay/Veh: 40.2 36.6 39.2 74.6 38.7 34.4 56.9 113 112.9 169.3 194 193.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 40.2 36.6 39.2 74.6 38.7 34.4 56.9 113 112.9 169.3 194 193.9 LOS by Move: D D D E D C E F F F F F HCM2kAvgQ: 6 1 3 18 4 7 4 39 39 12 58 58 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 10:42:32 Page 16-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.223 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 234.1 Optimal Cycle: OPTIMIZED Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Include Min. Green: 27 27 27 27 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 1 0 1 0 1 2 0 1 1 0 1 0 2 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 391 216 274 251 168 345 419 1262 394 121 900 82 Added Vol: 67 10 8 56 8 23 33 653 85 16 464 35 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 458 226 282 307 176 368 452 1915 479 137 1364 117 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 458 226 282 307 176 368 452 1915 479 137 1364 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 458 226 282 307 176 368 452 1915 479 137 1364 117 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 458 226 282 307 176 368 452 1915 479 137 1364 117 ------------I------ II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 1.00 0.85 0.92 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 1.00 1.00 2.00 1.60 0.40 1.00 2.76 0.24 Final Sat. : 3502 3610 1615 1805 1900 1615 3502 2800 701 1805 4721 404 ----- --I---------------11---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.06 0.17 0.17 0.09 0.23 0.13 0.68 0.68 0.08 0.29 0.29 Crit Moves• **** *** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.35 0.13 0.33 0.33 0.08 0.29 0.29 Volume/Cap: 0.58 0.28 0.78 0.76 0.41 0.64 1.00 2.05 2.05 0.91 1.00 1.00 Delay/Veh: 42.6 38.6 53.7 51.3 40.4 35.0 95.5 516 515.9 101.9 66.9 66.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.6 38.6 53.7 51.3 40.4 35.0 95.5 516 515.9 101.9 66.9 66.9 LOS by Move: D D D D D D F F F F E E HCM2kAvgQ: 8 4 12 12 6 12 13 125 125 8 26 26 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:56 Page 17-1 -------------------------------------------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.775 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 49.9 Optimal Cycle: OPTIMIZED Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 2 0 1 0 2 2 0 3 0 1 1 0 2 1 0 ------------I---------------11---------------II---------------II---------------I Volume Module: Base Vol: 228 39 82 314 94 185 143 662 210 149 1417 57 Growth Adj : 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial B3e: 262 45 94 361 108 213 164 761 241 171 1630 66 Added Vol: 71 6 16 19 8 26 14 275 41 3 541 50 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 333 51 110 380 116 239 178 1036 283 174 2171 116 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 333 51 110 380 116 239 178 1036 283 174 2171 116 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 333 51 110 380 116 239 178 1036 283 174 2171 116 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 333 51 110 380 116 239 178 1036 283 174 2171 116 ------------ ---------------II---------------11 ----------11--------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 1.00 2.85 0.15 Final Sat. : 3502 3610 1615 3502 1900 2842 3502 5187 1615 1805 4885 260 ------------I---------------II---------- II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.01 0.07 0.11 0.06 0.08 0.05 0.20 0.17 0.10 0.44 0.44 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.23 0.23 0.11 0.24 0.24 0.08 0.36 0.36 0.17 0.45 0.45 Volume/Cap: 0.96 0.06 0.30 0.99 0.26 0.36 0.61 0.56 0.49 0.56 0.99 0.99 Delay/Veh: 90.6 36.6 39.2 96.5 37.7 38.6 56.9 31.2 30.6 47.6 49.2 49.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 90.6 36.6 39.2 96.5 37.7 38.6 56.9 31.2 30.6 47.6 49.2 49.2 LOS by Move: F D D F D D E C C D D D HCM2kAvgQ: 10 1 3 11 4 4 4 11 8 6 37 37 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Default Scenario Wed Jun 24, 2009 11:53:06 Page 17-1 ----------------------------------------------- Spyglass Ranch Existing Plus Ambient Growth Plus Project Plus Cumulative Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.814 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 45.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II- ---------II---------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 1 2 0 1 0 2 2 0 3 0 1 1 0 2 1 0 ------------I---------------II---------------II ----------II---------- I Volume Module: Base Vol: 340 188 238 218 146 300 364 1097 343 105 783 71 Growth Adj: 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 Initial Bse: 391 216 274 251 168 345 419 1262 394 121 900 82 Added Vol: 67 10 8 56 8 23 33 653 85 16 464 35 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 458 226 282 307 176 368 452 1915 479 137 1364 117 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 458 226 282 307 176 368 452 1915 479 137 1364 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 458 226 282 307 176 368 452 1915 479 137 1364 117 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 458 226 282 307 176 368 452 1915 479 137 1364 117 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 1.00 2.76 0.24 Final Sat. : 3502 3610 1615 3502 1900 2842 3502 5187 1615 1805 4721 404 ------------I---------------11---------------II---------------I {---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.06 0.17 0.09 0.09 0.13 0.13 0.37 0.30 0.08 0.29 0.29 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.27 0.27 0.10 0.23 0.23 0.15 0.41 0.41 0.08 0.34 0.34 Volume/Cap: 0.90 0.23 0.65 0.84 0.41 0.58 0.84 0.90 0.72 0.90 0.84 0.84 Delay/Veh: 68.8 34.5 42.6 69.0 40.4 42.7 61.0 38.4 33.4 98.5 40.3 40.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 68.8 34.5 42.6 69.0 40.4 42.7 61.0 38.4 33.4 98.5 40.3 40.3 LOS by Move: E C D E D D E D C F D D HCM2kAvgQ: 12 3 10 8 6 7 11 27 16 8 21 21 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA General Plan Buildout Without Project MITIG8 - Default Scenario Wed Jun 24, 2009 16:45:39 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.892 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.7 Optimal Cycle: OPTIMIZED Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------------11---------------� Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 2 0 3 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 0 0 0 0 0 1242 820 928 2460 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1242 820 928 2460 0 Added Vol: 0 0 0 0 0 0 0 -2 0 0 -6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 1240 820 928 2454 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1240 820 928 2454 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1240 820 928 2454 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 0 1240 820 928 2454 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 0 0 0 0 5187 1615 3502 5187 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.51 0.27 0.47 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.57 0.30 0.87 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.42 0.89 0.89 0.55 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 22.2 30.0 1.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 22.2 30.0 1.2 0.0 LOS by Move: A A A A A A A A C C A A HCM2kAvgQ: 0 0 0 0 0 0 0 5 18 13 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:48:23 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.903 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 2 0 3 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 0 0 0 0 0 1682 953 708 2472 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1682 953 708 2472 0 Added Vol: 0 0 0 0 0 0 0 -7 0 0 -4 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 1675 953 708 2468 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1675 953 708 2468 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1675 953 708 2468 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 0 1675 953 708 2468 0 ------------ I--------------- --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 0 0 0 0 5187 1615 3502 5187 0 ------------I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.59 0.20 0.48 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.65 0.65 0.22 0.88 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.49 0.90 0.90 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 20.4 38.3 1.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 20.4 38.3 1.1 0.0 LOS by Move: A A A A A A A A C D A A HCM2kAvgQ: 0 0 0 0 0 0 0 7 21 11 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:45:52 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.557 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.3 Optimal Cycle: OPTIMIZED Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- ---------------II--------------- I Control: Split Phase Split Phase Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 410 0 505 0 704 395 345 778 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 410 0 505 0 704 395 345 778 0 Added Vol: 0 0 0 -56 0 0 0 -19 0 -104 -35 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 354 0 505 0 685 395 241 743 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 354 0 505 0 685 395 241 743 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 354 0 505 0 685 395 241 743 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 354 0 505 0 685 395 241 743 0 ------------ --------------- --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.89 1.00 0.89 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.41 0.00 1.59 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2398 0 2696 0 3610 1615 3502 3610 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.19 0.00 0.19 0.24 0.07 0.21 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.32 0.32 0.17 0.49 0.00 Volume/Cap: 0.00 0.00 0.00 0.47 0.00 0.60 0.00 0.60 0.77 0.41 0.42 0.00 Delay/Veh: 0.0 0.0 0.0 16.7 0.0 18.0 0.0 18.0 25.3 22.8 10.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 16.7 0.0 18.0 0.0 18.0 25.3 22.8 10.2 0.0 LOS by Move: A A A B A B A B C C B A HCM2kAvgQ: 0 0 0 4 0 6 0 6 9 3 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:48:48 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.660 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 18.6 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- II---------------II---------------II--------------- I Control: Split Phase Split Phase Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------ --------------- --------------- --------------- --------------- I Volume Module: Base Vol: 0 0 0 867 0 343 0 696 450 286 837 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 867 0 343 0 696 450 286 837 0 Added Vol: 0 0 0 -188 0 0 0 -65 0 -164 -55 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 679 0 343 0 631 450 122 782 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 679 0 343 0 631 450 122 782 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 679 0 343 0 631 450 122 782 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 679 0 343 0 631 450 122 782 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.92 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.66 0.00 1.34 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2908 0 2334 0 3610 1615 3502 3610 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.23 0.00 0.15 0.00 0.17 0.28 0.03 0.22 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.37 0.37 0.14 0.52 0.00 Volume/Cap: 0.00 0.00 0.00 0.75 0.00 0.47 0.00 0.47 0.75 0.24 0.42 0.00 Delay/Veh: 0.0 0.0 0.0 23.9 0.0 19.5 0.0 16.9 24.2 26.9 10.6 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 23.9 0.0 19.5 0.0 16.9 24.2 26.9 10.6 0.0 LOS by Move: A A A C A B A B C C B A HCM2kAvgQ: 0 0 0 10 0 5 0 6 10 1 6 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:46:05 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #3 I-15 Freeway SE Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.374 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11--------------- --------------- --------------- � Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 18 0 0 18 0 Lanes: 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 624 0 1611 0 0 1813 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 624 0 1611 0 0 1813 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 624 0 1611 0 0 1813 0 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1611 0 0 1813 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1611 0 0 1813 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 0 1611 0 0 1813 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 3.00 0.00 0.00 3.00 0.00 Final Sat. : 0 0 0 0 0 1900 0 5187 0 0 5187 0 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.31 0.00 0.00 0.35 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 0.00 0.00 0.37 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.5 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 2 0 0 3 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:48:59 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.397 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.5 Optimal Cycle: OPTIMIZED Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 18 0 0 18 0 Lanes: 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 1295 0 1795 0 0 1924 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 1295 0 1795 0 0 1924 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 1295 0 1795 0 0 1924 0 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1795 0 0 1924 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1795 0 0 1924 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 0 1795 0 0 1924 0 ------------ I--------------- II --------------- --------------- II--------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 3.00 0.00 0.00 3.00 0.00 Final Sat. : 0 0 0 0 0 1900 0 5187 0 0 5187 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.00 0.00 0.37 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.37 0.00 0.00 0.40 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 3 0 0 3 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:46:24 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements ---------------------------------------------------- I Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.939 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 37.3 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- I--------------- ---------------II--------------- I Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 18 0 0 18 18 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 543 0 339 0 0 0 613 501 0 0 580 617 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 543 0 339 0 0 0 613 501 0 0 580 617 Added Vol: 0 0 -58 0 0 0 0 -76 0 0 -138 -96 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 543 0 281 0 0 0 613 425 0 0 442 521 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 543 0 281 0 0 0 613 425 0 0 442 521 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 543 0 281 0 0 0 613 425 0 0 442 521 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 543 0 281 0 0 0 613 425 0 0 442 521 ------------ I--------------- --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1805 0 1615 0 0 0 3502 3610 0 0 3610 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.17 0.00 0.00 0.00 0.18 0.12 0.00 0.00 0.12 0.32 Crit Moves: **** **** **** Green/Cycle: 0.32 0.00 0.32 0.00 0.00 0.00 0.19 0.53 0.00 0.00 0.34 0.34 Volume/Cap: 0.94 0.00 0.54 0.00 0.00 0.00 0.94 0.22 0.00 0.00 0.36 0.94 Delay/Veh: 49.9 0.0 23.6 0.0 0.0 0.0 53.6 10.1 0.0 0.0 19.8 49.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.9 0.0 23.6 0.0 0.0 0.0 53.6 10.1 0.0 0.0 19.8 49.6 LOS by Move: D A C A A A D B A A B D HCM2kAvgQ: 18 0 6 0 0 0 12 3 0 0 4 17 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:49:08 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.605 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 18 0 0 18 18 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 397 0 473 0 0 0 432 1131 0 0 726 460 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 397 0 473 0 0 0 432 1131 0 0 726 460 Added Vol: 0 0 -196 0 0 0 0 -253 0 0 -219 -161 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 397 0 277 0 0 0 432 878 0 0 507 299 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 397 0 277 0 0 0 432 878 0 0 507 299 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 397 0 277 0 0 0 432 878 0 0 507 299 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 397 0 277 0 0 0 432 878 0 0 507 299 ------------ ---------------II--------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1805 0 1615 0 0 0 3502 3610 0 0 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.17 0.00 0.00 0.00 0.12 0.24 0.00 0.00 0.14 0.19 Crit Moves: **** **** **** Green/Cycle: 0.32 0.00 0.32 0.00 0.00 0.00 0.18 0.48 0.00 0.00 0.30 0.30 Volume/Cap: 0.69 0.00 0.54 0.00 0.00 0.00 0.69 0.51 0.00 0.00 0.47 0.62 Delay/Veh: 21.2 0.0 17.8 0.0 0.0 0.0 26.2 11.0 0.0 0.0 17.4 20.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.2 0.0 17.8 0.0 0.0 0.0 26.2 11.0 0.0 0.0 17.4 20.4 LOS by Move: C A B A A A C B A A B C HCM2kAvgQ: 8 0 5 0 0 0 5 6 0 0 4 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:46:36 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.490 Loss Time (sec) : 4 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.2 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- --------------- --------------- � Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 18 0 0 18 18 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 0 0 2457 0 0 1813 1564 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 2457 0 0 1813 1564 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 2457 0 0 1813 1564 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 0 2457 0 0 1813 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 2457 0 0 1813 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 0 2457 0 0 1813 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat. : 0 0 0 0 0 0 0 5187 0 0 5187 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.47 0.00 0.00 0.35 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.97 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.49 0.00 0.00 0.36 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 3 0 0 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:49:17 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.667 Loss Time (sec) : 4 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: OPTIMIZED Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- --------------- --------------- � Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 18 0 0 18 18 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 0 0 3342 0 0 1924 1149 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 3342 0 0 1924 1149 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 3342 0 0 1924 1149 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 0 3342 0 0 1924 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 3342 0 0 1924 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 0 3342 0 0 1924 0 ------------ --------------- --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat. : 0 0 0 0 0 0 0 5187 0 0 5187 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.64 0.00 0.00 0.37 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.97 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0.38 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.2 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 6 0 0 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:46:45 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.809 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 29.1 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 ---------------11---------------� Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Min. Green: 28 28 28 0 0 0 10 19 19 10 19 19 Lanes: 1 0 1 0 1 0 0 0 0 0 2 0 3 0 1 1 0 3 0 1 ------------I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 85 200 41 0 0 0 326 2550 224 113 1698 863 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 200 41 0 0 0 326 2550 224 113 1698 863 Added Vol: -6 -8 0 0 0 0 0 0 -3 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 79 192 41 0 0 0 326 2550 221 113 1698 863 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 79 192 41 0 0 0 326 2550 221 113 1698 863 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 192 41 0 0 0 326 2550 221 113 1698 863 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 79 192 41 0 0 0 326 2550 221 113 1698 863 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 0.00 0.00 0.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1615 1900 1615 0 0 0 3502 5187 1615 1805 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.10 0.03 0.00 0.00 0.00 0.09 0.49 0.14 0.06 0.33 0.53 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.33 0.00 0.00 0.00 0.10 0.57 0.57 0.10 0.57 0.57 Volume/Cap: 0.21 0.43 0.08 0.00 0.00 0.00 0.94 0.86 0.24 0.65 0.58 0.94 Delay/Veh: 37.4 39.9 27.7 0.0 0.0 0.0 87.1 24.7 13.0 60.5 17.0 41.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.4 39.9 27.7 0.0 0.0 0.0 87.1 24.7 13.0 60.5 17.0 41.3 LOS by Move: D D C A A A F C B E B D HCM2kAvgQ: 2 6 1 0 0 0 10 31 4 5 15 34 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:49:25 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #k7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.883 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 45.1 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Min. Green: 28 28 28 0 0 0 10 19 19 10 19 19 Lanes: 1 0 1 0 1 0 0 0 0 0 2 0 3 0 1 1 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 95 100 233 0 0 0 670 2513 241 116 1313 883 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 100 233 0 0 0 670 2513 241 116 1313 883 Added Vol: -4 -4 0 0 0 0 0 0 -15 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 91 96 233 0 0 0 670 2513 226 116 1313 883 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 91 96 233 0 0 0 670 2513 226 116 1313 883 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 91 96 233 0 0 0 670 2513 226 116 1313 883 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 91 96 233 0 0 0 670 2513 226 116 1313 883 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 0.00 0.00 0.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1615 1900 1615 0 0 0 3502 5187 1615 1805 5187 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.06 0.05 0.14 0.00 0.00 0.00 0.19 0.48 0.14 0.06 0.25 0.55 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.33 0.00 0.00 0.00 0.17 0.57 0.57 0.10 0.49 0.49 Volume/Cap: 0.24 0.22 0.44 0.00 0.00 0.00 1.11 0.85 0.25 0.66 0.51 1.11 Delay/Veh: 37.7 37.4 31.9 0.0 0.0 0.0 119.2 24.2 13.1 60.9 20.8 95.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.7 37.4 31.9 0.0 0.0 0.0 119.2 24.2 13.1 60.9 20.8 95.8 LOS by Move: D D C A A A F C B E C F HCM2kAvgQ: 3 3 7 0 0 0 20 30 4 5 12 47 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:46:56 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.900 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 39.2 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- II---------------II--------------- --------------- I Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 10 15 15 10 15 15 10 18 18 10 18 18 Lanes: 1 0 1 0 1 2 0 1 0 2 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 126 92 384 93 207 924 984 1226 129 220 1634 436 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 92 384 93 207 924 984 1226 129 220 1634 436 Added Vol: 0 -17 -8 0 -10 0 0 0 0 -2 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 126 75 376 93 197 924 984 1226 129 218 1634 436 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 75 376 93 197 924 984 1226 129 218 1634 436 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 75 376 93 197 924 984 1226 129 218 1634 436 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 75 376 93 197 924 984 1226 129 218 1634 436 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 2842 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.04 0.23 0.03 0.10 0.33 0.28 0.24 0.08 0.06 0.32 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.14 0.31 0.09 0.14 0.43 0.30 0.45 0.45 0.17 0.33 0.42 Volume/Cap: 0.77 0.29 0.75 0.29 0.76 0.75 0.95 0.52 0.18 0.36 0.95 0.64 Delay/Veh: 68.3 43.3 40.3 47.2 58.1 28.9 55.2 21.8 18.0 40.4 47.9 27.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 68.3 43.3 40.3 47.2 58.1 28.9 55.2 21.8 18.0 40.4 47.9 27.2 LOS by Move: E D D D E C E C B D D C HCM2kAvgQ: 6 2 13 2 8 16 22 11 3 4 25 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:09:44 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) Cycle (sec) : 119 Critical Vol./Cap. (X) : 0.967 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 51.2 Optimal Cycle: OPTIMIZED Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 10 15 15 10 15 15 10 18 18 10 18 18 Lanes: 1 0 1 0 1 2 0 1 0 2 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 202 185 517 584 158 882 734 1495 147 291 1164 529 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 202 185 517 584 158 882 734 1495 147 291 1164 529 Added Vol: 0 -27 -5 0 -33 0 0 0 0 -8 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 158 512 584 125 882 734 1495 147 283 1164 529 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 202 158 512 584 125 882 734 1495 147 283 1164 529 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 158 512 584 125 882 734 1495 147 283 1164 529 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 202 158 512 584 125 882 734 1495 147 283 1164 529 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 2842 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.11 0.08 0.32 0.17 0.07 0.31 0.21 0.29 0.09 0.08 0.22 0.33 Crit Moves: **** **** **** **** Green/Cycle: 0.19 0.24 0.34 0.17 0.22 0.44 0.22 0.35 0.35 0.10 0.23 0.40 Volume/Cap: 0.58 0.35 0.93 0.97 0.30 0.71 0.97 0.83 0.26 0.80 0.97 0.81 Delay/Veh: 45.8 37.8 59.5 77.3 39.3 29.4 70.9 39.0 28.1 64.2 63.7 38.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.8 37.8 59.5 77.3 39.3 29.4 70.9 39.0 28.1 64.2 63.7 38.9 LOS by Move: D D E E D C E D C E E D HCM2kAvgQ: 7 5 22 15 4 16 19 20 4 7 20 19 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:47:22 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.543 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 21.4 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- ---------------� Control: Protected Permitted Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 867 369 0 0 72 330 392 0 448 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 867 369 0 0 72 330 392 0 448 0 0 0 Added Vol: -208 -11 0 0 -10 -26 -7 0 -127 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 659 358 0 0 62 304 385 0 321 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 659 358 0 0 62 304 385 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 659 358 0 0 62 304 385 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 659 358 0 0 62 304 385 0 0 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 1900 0 0 1900 1615 1805 0 1900 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.00 0.00 0.03 0.19 0.21 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.26 0.51 0.00 0.00 0.25 0.25 0.29 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.73 0.37 0.00 0.00 0.13 0.75 0.73 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 23.4 9.2 0.0 0.0 17.6 28.6 24.3 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23.4 9.2 0.0 0.0 17.6 28.6 24.3 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A B C C A A A A A HCM2kAvgQ: 8 4 0 0 1 7 8 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:49:47 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.793 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 25.7 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- II--------------- I Control: Protected Permitted Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 691 393 0 0 620 495 482 0 1122 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 691 393 0 0 620 495 482 0 1122 0 0 0 Added Vol: -365 -26 0 0 -27 -15 -27 0 -422 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 326 367 0 0 593 480 455 0 700 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 326 367 0 0 593 480 455 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 326 367 0 0 593 480 455 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 326 367 0 0 593 480 455 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 1900 0 0 1900 1615 1805 0 1900 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.19 0.00 0.00 0.31 0.30 0.25 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.14 0.52 0.00 0.00 0.38 0.38 0.31 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.65 0.37 0.00 0.00 0.82 0.78 0.82 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 31.4 10.1 0.0 0.0 27.2 25.7 32.2 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.4 10.1 0.0 0.0 27.2 25.7 32.2 0.0 0.0 0.0 0.0 0.0 LOS by Move: C B A A C C C A A A A A HCM2kAvgQ: 5 5 0 0 14 11 12 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:47:31 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.378 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.5 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- I--------------- II--------------- � Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- --------------- --------------- --------------- I Volume Module: Base Vol: 0 635 119 229 291 0 0 0 0 215 0 601 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 635 119 229 291 0 0 0 0 215 0 601 Added Vol: 0 -1 -24 -134 -3 0 0 0 0 -35 0 -219 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 634 95 95 288 0 0 0 0 180 0 382 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 634 95 95 288 0 0 0 0 180 0 382 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 634 95 95 288 0 0 0 0 180 0 382 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 634 95 95 288 0 0 0 0 180 0 382 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.06 0.03 0.08 0.00 0.00 0.00 0.00 0.10 0.00 0.24 Crit Moves: **** **** **** Green/Cycle: 0.00 0.27 0.27 0.17 0.44 0.00 0.00 0.00 0.00 0.36 0.00 0.53 Volume/Cap: 0.00 0.65 0.22 0.16 0.18 0.00 0.00 0.00 0.00 0.27 0.00 0.45 Delay/Veh: 0.0 21.0 17.2 21.5 10.4 0.0 0.0 0.0 0.0 13.7 0.0 9.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 21.0 17.2 21.5 10.4 0.0 0.0 0.0 0.0 13.7 0.0 9.0 LOS by Move: A C B C B A A A A B A A HCM2kAvgQ: 0 7 2 1 2 0 0 0 0 2 0 5 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:49:56 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.727 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 19.3 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 683 555 625 1117 0 0 0 0 520 0 401 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 683 555 625 1117 0 0 0 0 520 0 401 Added Vol: 0 -3 -80 -447 -1 0 0 0 0 -72 0 -388 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 680 475 178 1116 0 0 0 0 448 0 13 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 680 475 178 1116 0 0 0 0 448 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 680 475 178 1116 0 0 0 0 448 0 13 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 680 475 178 1116 0 0 0 0 448 0 13 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.29 0.05 0.31 0.00 0.00 0.00 0.00 0.25 0.00 0.01 Crit Moves: **** **** **** Green/Cycle: 0.00 0.36 0.36 0.15 0.51 0.00 0.00 0.00 0.00 0.30 0.00 0.46 Volume/Cap: 0.00 0.52 0.82 0.33 0.60 0.00 0.00 0.00 0.00 0.82 0.00 0.02 Delay/Veh: 0.0 16.9 28.0 24.9 11.7 0.0 0.0 0.0 0.0 30.5 0.0 9.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 16.9 28.0 24.9 11.7 0.0 0.0 0.0 0.0 30.5 0.0 9.7 LOS by Move: A B C C B A A A A C A A HCM2kAvgQ: 0 6 11 2 9 0 0 0 0 11 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:47:41 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.446 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 225 165 157 323 0 0 0 0 482 0 318 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 225 165 157 323 0 0 0 0 482 0 318 Added Vol: 0 -25 -2 0 -38 0 0 0 0 -7 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 200 163 157 285 0 0 0 0 475 0 318 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 200 163 157 285 0 0 0 0 475 0 318 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 200 163 157 285 0 0 0 0 475 0 318 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 200 163 157 285 0 0 0 0 475 0 318 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.10 0.04 0.08 0.00 0.00 0.00 0.00 0.26 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.23 0.66 0.15 0.38 0.00 0.00 0.00 0.00 0.43 0.00 0.43 Volume/Cap: 0.00 0.24 0.15 0.29 0.21 0.00 0.00 0.00 0.00 0.61 0.00 0.46 Delay/Veh: 0.0 20.5 4.2 24.7 13.4 0.0 0.0 0.0 0.0 15.7 0.0 13.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 20.5 4.2 24.7 13.4 0.0 0.0 0.0 0.0 15.7 0.0 13.6 LOS by Move: A C A C B A A A A B A B HCM2kAvgQ: 0 2 1 2 2 0 0 0 0 8 0 5 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:50:05 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.705 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.5 Optimal Cycle: OPTIMIZED Level of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------11 ---------------11---------------� Control: Permitted Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- --------------- II--------------- ---------------I Volume Module: Base Vol: 0 763 637 543 827 0 0 0 0 403 0 317 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 763 637 543 827 0 0 0 0 403 0 317 Added Vol: 0 -83 -8 0 -74 0 0 0 0 -5 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 680 629 543 753 0 0 0 0 398 0 317 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 680 629 543 753 0 0 0 0 398 0 317 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 680 629 543 753 0 0 0 0 398 0 317 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 680 629 543 753 0 0 0 0 398 0 317 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.39 0.16 0.21 0.00 0.00 0.00 0.00 0.22 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.27 0.58 0.22 0.49 0.00 0.00 0.00 0.00 0.31 0.00 0.31 Volume/Cap: 0.00 0.70 0.67 0.70 0.43 0.00 0.00 0.00 0.00 0.70 0.00 0.63 Delay/Veh: 0.0 22.2 10.6 24.6 10.1 0.0 0.0 0.0 0.0 22.2 0.0 20.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 22.2 10.6 24.6 10.1 0.0 0.0 0.0 0.0 22.2 0.0 20.1 LOS by Move: A C B C B A A A A C A C HCM2kAvgQ: 0 8 9 6 5 0 0 0 0 8 0 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:47:51 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.246 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 12.2 Optimal Cycle: OPTIMIZED Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 2 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 88 104 0 0 273 532 286 0 42 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 104 0 0 273 532 286 0 42 0 0 0 Added Vol: 0 -10 0 0 -17 -28 -17 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 88 94 0 0 256 504 269 0 42 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 94 0 0 256 504 269 0 42 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 94 0 0 256 504 269 0 42 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 94 0 0 256 504 269 0 42 0 0 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 3502 0 1615 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.03 0.00 0.00 0.07 0.31 0.08 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle:/C cle: 0.20 0.49 0.00 0.00 0.29 0.60 0.31 0.00 0.31 0.00 0.00 0.00 I Volume/Cap: 0.25 0.05 0.00 0.00 0.25 0.52 0.25 0.00 0.08 0.00 0.00 0.00 Delay/Veh: 20.6 8.1 0.0 0.0 16.5 7.4 15.5 0.0 14.6 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.6 8.1 0.0 0.0 16.5 7.4 15.5 0.0 14.6 0.0 0.0 0.0 LOS by Move: C A A A B A B A B A A A HCM2kAvgQ: 2 0 0 0 2 6 2 0 1 0 0 0 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:50:15 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.528 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 14.6 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 2 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- I Volume Module: Base Vol: 112 410 0 0 397 833 990 0 230 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 410 0 0 397 833 990 0 230 0 0 0 Added Vol: 0 -33 0 0 -27 -51 -58 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 112 377 0 0 370 782 932 0 230 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 112 377 0 0 370 782 932 0 230 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 377 0 0 370 782 932 0 230 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 112 377 0 0 370 782 932 0 230 0 0 0 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 3502 0 1615 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.00 0.00 0.10 0.48 0.27 0.00 0.14 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.15 0.38 0.00 0.00 0.23 0.66 0.43 0.00 0.43 0.00 0.00 0.00 Volume/Cap: 0.40 0.27 0.00 0.00 0.44 0.73 0.62 0.00 0.33 0.00 0.00 0.00 Delay/Veh: 25.8 13.8 0.0 0.0 21.8 9.9 15.1 0.0 12.6 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.8 13.8 0.0 0.0 21.8 9.9 15.1 0.0 12.6 0.0 0.0 0.0 LOS by Move: C B A A C A B A B A A A HCM2kAvgQ: 2 3 0 0 4 12 8 0 3 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:48:01 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.675 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.7 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 189 504 10 6 1189 54 51 4 231 35 11 4 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 504 10 6 1189 54 51 4 231 35 11 4 Added Vol: -10 0 0 0 0 0 0 0 -17 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 179 504 10 6 1189 54 51 4 214 35 11 4 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 179 504 10 6 1189 54 51 4 214 35 it 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 504 10 6 1189 54 51 4 214 35 it 4 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 179 504 10 6 1189 54 51 4 214 35 11 4 ------------ I--------------- II--------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.94 0.94 0.76 0.85 0.85 0.49 0.96 0.96 Lanes: 1.00 1.96 0.04 1.00 1.91 0.09 1.00 0.02 0.98 1.00 0.73 0.27 Final Sat. : 1805 3529 70 1805 3432 156 1436 30 1591 937 1338 486 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.10 0.14 0.14 0.00 0.35 0.35 0.04 0.13 0.13 0.04 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.13 0.38 0.38 0.21 0.46 0.46 0.27 0.27 0.27 0.27 0.27 0.27 Volume/Cap: 0.76 0.38 0.38 0.02 0.76 0.76 0.13 0.50 0.50 0.14 0.03 0.03 Delay/Veh: 48.8 19.3 19.3 26.6 21.2 21.2 23.6 27.0 27.0 23.7 22.8 22.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.8 19.3 19.3 26.6 21.2 21.2 23.6 27.0 27.0 23.7 22.8 22.8 LOS by Move: D B B C C C C C C C C C HCM2kAvgQ: 6 5 5 0 16 16 1 5 5 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:50:25 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.943 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 39.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 417 1070 71 8 1047 59 124 42 457 42 14 6 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 417 1070 71 8 1047 59 124 42 457 42 14 6 Added Vol: -33 0 0 0 0 0 0 0 -27 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 384 1070 71 8 1047 59 124 42 430 42 14 6 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 384 1070 71 8 1047 59 124 42 430 42 14 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 384 1070 71 8 1047 59 124 42 430 42 14 6 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 384 1070 71 8 1047 59 124 42 430 42 14 6 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.94 0.94 0.75 0.86 0.86 0.17 0.96 0.96 Lanes: 1.00 1.88 0.12 1.00 1.89 0.11 1.00 0.09 0.91 1.00 0.70 0.30 Final Sat. : 1805 3355 223 1805 3390 191 1429 146 1494 321 1270 544 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.21 0.32 0.32 0.00 0.31 0.31 0.09 0.29 0.29 0.13 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.23 0.40 0.40 0.15 0.33 0.33 0.31 0.31 0.31 0.31 0.31 0.31 Volume/Cap: 0.94 0.79 0.79 0.03 0.94 0.94 0.28 0.94 0.94 0.43 0.04 0.04 Delay/Veh: 62.7 25.1 25.1 31.0 42.4 42.4 22.8 55.2 55.2 26.6 20.8 20.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.7 25.1 25.1 31.0 42.4 42.4 22.8 55.2 55.2 26.6 20.8 20.8 LOS by Move: E C C C D D C E E C C C HCM2kAvgQ: 15 16 16 0 20 20 3 17 17 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:48:11 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.778 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 49.7 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- I Control: Protected Protected Protected Protected Rights: Ovl Ovl Ovl Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 2 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 437 146 307 553 121 781 313 1589 555 822 2159 244 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 437 146 307 553 121 781 313 1589 555 822 2159 244 Added Vol: 0 0 0 -17 0 0 0 0 0 0 0 -10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 437 146 307 536 121 781 313 1589 555 822 2159 234 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 437 146 307 536 121 781 313 1589 555 822 2159 234 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 146 307 536 121 781 313 1589 555 822 2159 234 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 437 146 307 536 121 781 313 1589 555 822 2159 234 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 2.00 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat. : 3800 3800 3800 3800 3800 3800 3800 5700 1900 3800 7600 1900 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.12 0.04 0.08 0.14 0.03 0.21 0.08 0.28 0.29 0.22 0.28 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.23 0.44 0.14 0.24 0.36 0.11 0.28 0.41 0.22 0.39 0.39 Volume/Cap: 0.93 0.17 0.18 0.99 0.13 0.58 0.73 0.99 0.72 0.99 0.74 0.32 Delay/Veh: 76.3 37.6 20.3 87.8 35.6 31.9 57.6 63.4 33.3 75.8 32.6 26.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 76.3 37.6 20.3 87.8 35.6 31.9 57.6 63.4 33.3 75.8 32.6 26.0 LOS by Move: E D C F D C E E C E C C HCM2kAvgQ: 11 2 3 15 2 12 7 25 18 21 18 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 16:50:34 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout Without Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.767 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 49.3 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------II--------------- --------------- I Control: Protected Protected Protected Protected Rights: Ovl Ovl Ovl Include Min. Green: 10 10 10 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 2 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1 ------------ --------------- --------------- --------------- --------------- I Volume Module: Base Vol: 454 320 601 739 212 595 782 2009 551 371 2024 456 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 320 601 739 212 595 782 2009 551 371 2024 456 Added Vol: 0 0 0 -27 0 0 0 0 0 0 0 -33 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 454 320 601 712 212 595 782 2009 551 371 2024 423 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 454 320 601 712 212 595 782 2009 551 371 2024 423 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 454 320 601 712 212 595 782 2009 551 371 2024 423 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 454 320 601 712 212 595 782 2009 551 371 2024 423 ------------I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Lanes: 2.00 2.00 2.00 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat. : 3610 3800 3230 3610 3800 3230 3610 5700 1615 3610 7600 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.13 0.08 0.19 0.20 0.06 0.18 0.22 0.35 0.34 0.10 0.27 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.11 0.22 0.25 0.23 0.45 0.23 0.39 0.53 0.11 0.28 0.28 Volume/Cap: 0.95 0.79 0.84 0.79 0.25 0.41 0.95 0.89 0.65 0.89 0.95 0.93 Delay/Veh: 80.2 62.1 53.3 46.6 38.3 22.2 65.5 39.1 22.2 73.5 52.3 68.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 80.2 62.1 53.3 46.6 38.3 22.2 65.5 39.1 22.2 73.5 52.3 68.4 LOS by Move: F E D D D C E D C E D E HCM2kAvgQ: 12 8 13 14 3 7 19 26 15 10 23 19 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA General Plan Buildout With Proiect MITIG8 - Default Scenario Wed Jun 24, 2009 17:01:14 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.892 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 2 0 3 0 0 ------------ --------------- --------------- ---------------II--------------- � Volume Module: Base Vol: 0 0 0 0 0 0 0 1242 820 928 2460 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1242 820 928 2460 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 1242 820 928 2461 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1242 820 928 2461 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1242 820 928 2461 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 0 1242 820 928 2461 0 li ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 0 0 0 0 5187 1615 3502 5187 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.51 0.27 0.47 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.57 0.30 0.87 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.42 0.89 0.89 0.55 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 22.2 30.0 1.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 22.2 30.0 1.2 0.0 LOS by Move: A A A A A A A A C C A A HCM2kAvgQ: 0 0 0 0 0 0 0 5 18 13 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:04:36 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 I-15 Freeway SB Ramps (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.903 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 10.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- --------------- ---------------� Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 2 0 3 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 0 0 0 0 0 1682 953 708 2472 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1682 953 708 2472 0 Added Vol: 0 0 0 0 0 0 0 1 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 1683 953 708 2472 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1683 953 708 2472 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1683 953 708 2472 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 0 1683 953 708 2472 0 ------------ --------------- --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat. : 0 0 0 0 0 0 0 5187 1615 3502 5187 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.59 0.20 0.48 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.65 0.65 0.22 0.88 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.90 0.90 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 20.4 38.3 1.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 20.4 38.3 1.1 0.0 LOS by Move: A A A A A A A A C D A A HCM2kAvgQ: 0 0 0 0 0 0 0 7 21 11 5 0 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:01:24 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.608 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.8 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------ --------------- --------------- --------------- --------------- I Volume Module: Base Vol: 0 0 0 410 0 505 0 704 395 345 778 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 410 0 505 0 704 395 345 778 0 Added Vol: 0 0 0 -23 0 0 0 -8 0 20 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 387 0 505 0 696 395 365 785 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 387 0 505 0 696 395 365 785 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 387 0 505 0 696 395 365 785 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 387 0 505 0 696 395 365 785 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 0.90 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.43 0.00 1.57 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2440 0 2666 0 3610 1615 3502 3610 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.16 0.00 0.19 0.00 0.19 0.24 0.10 0.22 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.32 0.32 0.17 0.49 0.00 Volume/Cap: 0.00 0.00 0.00 0.51 0.00 0.61 0.00 0.61 0.77 0.61 0.45 0.00 Delay/Veh: 0.0 0.0 0.0 17.2 0.0 18.3 0.0 18.3 25.6 24.8 10.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 17.2 0.0 18.3 0.0 18.3 25.6 24.8 10.2 0.0 LOS by Move: A A A B A B A B C C B A HCM2kAvgQ: 0 0 0 5 0 6 0 7 9 4 5 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:04:43 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 I-15 Freeway SB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.728 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 20.2 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 18 18 10 18 0 Lanes: 0 0 0 0 0 1 0 1! 0 1 0 0 2 0 1 2 0 2 0 0 ------------ --------------- --------------- I--------------- ---------------� Volume Module: Base Vol: 0 0 0 867 0 343 0 696 450 286 837 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 867 0 343 0 696 450 286 837 0 Added Vol: 0 0 0 -65 0 0 0 -21 0 -92 -31 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 802 0 343 0 675 450 194 806 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 802 0 343 0 675 450 194 806 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 802 0 343 0 675 450 194 806 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 802 0 343 0 675 450 194 806 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.92 1.00 0.92 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 0.00 0.00 0.00 1.70 0.00 1.30 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 0 0 0 2981 0 2278 0 3610 1615 3502 3610 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.27 0.00 0.15 0.00 0.19 0.28 0.06 0.22 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.34 0.00 0.34 0.00 0.35 0.35 0.14 0.49 0.00 Volume/Cap: 0.00 0.00 0.00 0.80 0.00 0.45 0.00 0.54 0.80 0.39 0.45 0.00 Delay/Veh: 0.0 0.0 0.0 24.3 0.0 18.2 0.0 18.7 28.5 27.7 11.8 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 24.3 0.0 18.2 0.0 18.7 28.5 27.7 11.8 0.0 LOS by Move: A A A C A B A B C C B A HCM2kAvgQ: 0 0 0 12 0 5 0 7 11 2 6 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 ZMAN RANGE CA (c) 2008 Dowling Assoc. Licensed to KUN ASSOC,, 5 MITIG8 - Default Scenario Wed Jun 24, 2009 17:01:34 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.374 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 18 0 0 18 0 Lanes: 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 624 0 1611 0 0 1813 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 624 0 1611 0 0 1813 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 624 0 1611 0 0 1813 0 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1611 0 0 1813 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1611 0 0 1813 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 0 1611 0 0 1813 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 3.00 0.00 0.00 3.00 0.00 Final Sat. : 0 0 0 0 0 1900 0 5187 0 0 5187 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.31 0.00 0.00 0.35 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 0.00 0.00 0.37 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.5 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 2 0 0 3 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:04:54 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 I-15 Freeway SB Ramps (NS) / Railroad Canyon Road (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.397 Loss Time (sec) : 8 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.5 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 18 0 0 18 0 Lanes: 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 1295 0 1795 0 0 1924 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 1295 0 1795 0 0 1924 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 1295 0 1795 0 0 1924 0 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 1795 0 0 1924 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 1795 0 0 1924 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 0 0 0 0 1795 0 0 1924 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 1.00 0.00 3.00 0.00 0.00 3.00 0.00 Final Sat. : 0 0 0 0 0 1900 0 5187 0 0 5187 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.00 0.00 0.37 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.00 0.00 0.93 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.37 0.00 0.00 0.40 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 3 0 0 3 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:01:43 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.995 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 47.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 18 0 0 18 18 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 543 0 339 0 0 0 613 501 0 0 580 617 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 543 0 339 0 0 0 613 501 0 0 580 617 Added Vol: 0 0 -23 0 0 0 0 -31 0 0 26 19 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 543 0 316 0 0 0 613 470 0 0 606 636 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 543 0 316 0 0 0 613 470 0 0 606 636 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 543 0 316 0 0 0 613 470 0 0 606 636 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 543 0 316 0 0 0 613 470 0 0 606 636 ------------ --------------- --------------- --------------- ---------------) Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1805 0 1615 0 0 0 3502 3610 0 0 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.20 0.00 0.00 0.00 0.18 0.13 0.00 0.00 0.17 0.39 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.30 0.00 0.00 0.00 0.18 0.57 0.00 0.00 0.40 0.40 Volume/Cap: 1.00 0.00 0.65 0.00 0.00 0.00 1.00 0.23 0.00 0.00 0.42 1.00 Delay/Veh: 70.4 0.0 31.8 0.0 0.0 0.0 74.1 10.1 0.0 0.0 21.1 63.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.4 0.0 31.8 0.0 0.0 0.0 74.1 10.1 0.0 0.0 21.1 63.0 LOS by Move: E A C A A A E B A A C E HCM2kAvgQ: 22 0 9 0 0 0 15 4 0 0 7 25 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:05:04 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 I-15 Freeway NB Ramps (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.680 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 19.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- I Control: Split Phase Split Phase Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 10 18 0 0 18 18 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 397 0 473 0 0 0 432 1131 0 0 726 460 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 397 0 473 0 0 0 432 1131 0 0 726 460 Added Vol: 0 0 -64 0 0 0 0 -87 0 0 -123 -93 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 397 0 409 0 0 0 432 1044 0 0 603 367 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 397 0 409 0 0 0 432 1044 0 0 603 367 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 397 0 409 0 0 0 432 1044 0 0 603 367 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 397 0 409 0 0 0 432 1044 0 0 603 367 ------------ --------------- II--------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat. : 1805 0 1615 0 0 0 3502 3610 0 0 3610 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.25 0.00 0.00 0.00 0.12 0.29 0.00 0.00 0.17 0.23 Crit Moves: **** **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.17 0.47 0.00 0.00 0.30 0.30 Volume/Cap: 0.66 0.00 0.76 0.00 0.00 0.00 0.74 0.62 0.00 0.00 0.56 0.76 Delay/Veh: 19.8 0.0 24.1 0.0 0.0 0.0 28.8 12.7 0.0 0.0 18.3 25.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 19.8 0.0 24.1 0.0 0.0 0.0 28.8 12.7 0.0 0.0 18.3 25.8 LOS by Move: B A C A A A C B A A B C HCM2kAvgQ: 7 0 9 0 0 0 6 8 0 0 6 8 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:01:55 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.490 Loss Time (sec) : 4 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.2 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 18 0 0 18 18 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 1 ------------ --------------- --------------- --------------- --------------- I Volume Module: Base Vol: 0 0 0 0 0 0 0 2457 0 0 1813 1564 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 2457 0 0 1813 1564 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 2457 0 0 1813 1564 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 0 2457 0 0 1813 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 2457 0 0 1813 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 0 2457 0 0 1813 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat. : 0 0 0 0 0 0 0 5187 0 0 5187 1900 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.47 0.00 0.00 0.35 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.97 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.49 0.00 0.00 0.36 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 3 0 0 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:05:13 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 I-15 Freeway NB Ramps (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.667 Loss Time (sec) : 4 (Y+R=4.0 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- --------------- ---------------� Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 18 0 0 18 18 Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 0 0 3342 0 0 1924 1149 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 3342 0 0 1924 1149 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 3342 0 0 1924 1149 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 0 0 0 0 3342 0 0 1924 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 3342 0 0 1924 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 0 0 0 0 3342 0 0 1924 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Lanes: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat. : 0 0 0 0 0 0 0 5187 0 0 5187 1900 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.64 0.00 0.00 0.37 0.00 Crit Moves: **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.97 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0.38 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.2 0.0 LOS by Move: A A A A A A A A A A A A HCM2kAvgQ: 0 0 0 0 0 0 0 6 0 0 2 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:02:06 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.815 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 29.2 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 ---------------11--------------- � Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Min. Green: 28 28 28 0 0 0 10 19 19 10 19 19 Lanes: 1 0 1 0 1 0 0 0 0 0 2 0 3 0 1 1 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 85 200 41 0 0 0 326 2550 224 113 1698 863 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 200 41 0 0 0 326 2550 224 113 1698 863 Added Vol: 1 1 0 0 0 0 0 0 1 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 86 201 41 0 0 0 326 2550 225 113 1698 863 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 201 41 0 0 0 326 2550 225 113 1698 863 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 201 41 0 0 0 326 2550 225 113 1698 863 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 86 201 41 0 0 0 326 2550 225 113 1698 863 ------------ I--------------- --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 0.00 0.00 0.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1615 1900 1615 0 0 0 3502 5187 1615 1805 5187 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.11 0.03 0.00 0.00 0.00 0.09 0.49 0.14 0.06 0.33 0.53 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.33 0.00 0.00 0.00 0.10 0.57 0.57 0.10 0.57 0.57 Volume/Cap: 0.23 0.45 0.08 0.00 0.00 0.00 0.94 0.86 0.24 0.65 0.58 0.94 Delay/Veh: 37.6 40.2 27.7 0.0 0.0 0.0 87.1 24.7 13.0 60.5 17.0 41.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.6 40.2 27.7 0.0 0.0 0.0 87.1 24.7 13.0 60.5 17.0 41.3 LOS by Move: D D C A A A F C B E B D HCM2kAvgQ: 3 7 1 0 0 0 10 31 4 5 15 34 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:08:57 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Dexter Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 119 Critical Vol./Cap. (X) : 0.886 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 45.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------I Control: Permitted Permitted Protected Protected Rights: Ovl Include Include Include Min. Green: 28 28 28 0 0 0 10 19 19 10 19 19 Lanes: 1 0 1 0 1 0 0 0 0 0 2 0 3 0 1 1 0 3 0 1 ------------ I--------------- --------------- II--------------- ---------------� Volume Module: Base Vol: 95 100 233 0 0 0 670 2513 241 116 1313 883 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 100 233 0 0 0 670 2513 241 116 1313 883 Added Vol: 0 0 0 0 0 0 0 0 2 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 95 100 233 0 0 0 670 2513 243 116 1313 883 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 100 233 0 0 0 670 2513 243 116 1313 883 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 100 233 0 0 0 670 2513 243 116 1313 883 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 100 233 0 0 0 670 2513 243 116 1313 883 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 0.92 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 0.00 0.00 0.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1615 1900 1615 0 0 0 3502 5187 1615 1805 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.05 0.14 0.00 0.00 0.00 0.19 0.48 0.15 0.06 0.25 0.55 Crit Moves: **** **** **** Green/Cycle: 0.24 0.24 0.33 0.00 0.00 0.00 0.17 0.57 0.57 0.10 0.49 0.49 Volume/Cap: 0.25 0.22 0.43 0.00 0.00 0.00 1.11 0.86 0.27 0.65 0.51 1.11 Delay/Veh: 37.3 37.0 31.5 0.0 0.0 0.0 120.5 24.5 13.4 60.3 20.8 97.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.3 37.0 31.5 0.0 0.0 0.0 120.5 24.5 13.4 60.3 20.8 97.4 LOS by Move: D D C A A A F C B E C F HCM2kAvgQ: 3 3 7 0 0 0 21 30 4 5 12 47 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:02:15 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.912 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 40.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II--------------- --------------- --------------- I Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 10 15 15 10 15 15 10 18 18 10 18 18 Lanes: 1 0 1 0 1 2 0 1 0 2 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 126 92 384 93 207 924 984 1226 129 220 1634 436 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 92 384 93 207 924 984 1226 129 220 1634 436 Added Vol: 0 3 1 0 -4 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 126 95 385 93 203 924 984 1226 129 220 1634 436 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 95 385 93 203 924 984 1226 129 220 1634 436 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 95 385 93 203 924 984 1226 129 220 1634 436 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 95 385 93 203 924 984 1226 129 220 1634 436 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 2842 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.05 0.24 0.03 0.11 0.33 0.28 0.24 0.08 0.06 0.32 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.14 0.32 0.10 0.14 0.43 0.29 0.43 0.43 0.18 0.32 0.42 Volume/Cap: 0.73 0.35 0.75 0.28 0.75 0.76 0.98 0.54 0.18 0.36 0.98 0.65 Delay/Veh: 61.2 41.4 38.1 44.6 54.1 28.0 60.1 22.3 18.4 38.5 52.2 26.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.2 41.4 38.1 44.6 54.1 28.0 60.1 22.3 18.4 38.5 52.2 26.6 LOS by Move: E D D D D C E C B D D C HCM2kAvgQ: 6 3 13 2 8 16 22 11 3 3 25 12 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:05:51 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Cambern Avenue (NS) / Central Avenue SR-74 (EW) ******************************************************************************** Cycle (sec) : 119 Critical Vol./Cap. (X) : 0.968 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 51.3 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Ovl Ovl Include Ovl Min. Green: 10 15 15 10 15 15 10 18 18 10 18 18 Lanes: 1 0 1 0 1 2 0 1 0 2 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- II--------------- I--------------- ---------------� Volume Module: Base Vol: 202 185 517 584 158 882 734 1495 147 291 1164 529 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 202 185 517 584 158 882 734 1495 147 291 1164 529 Added Vol: 0 -15 0 0 -11 0 0 0 0 1 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 170 517 584 147 882 734 1495 147 292 1164 529 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 202 170 517 584 147 882 734 1495 147 292 1164 529 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 170 517 584 147 882 734 1495 147 292 1164 529 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 202 170 517 584 147 882 734 1495 147 292 1164 529 ------------ --------------- --------------- I --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.75 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 2.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 2842 3502 5187 1615 3502 5187 1615 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.11 0.09 0.32 0.17 0.08 0.31 0.21 0.29 0.09 0.08 0.22 0.33 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.24 0.35 0.17 0.22 0.44 0.22 0.35 0.35 0.10 0.23 0.40 Volume/Cap: 0.57 0.37 0.93 0.97 0.35 0.71 0.97 0.83 0.26 0.82 0.97 0.81 Delay/Veh: 45.6 37.8 59.3 77.5 39.7 29.3 71.1 39.0 28.1 66.8 63.9 38.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.6 37.8 59.3 77.5 39.7 29.3 71.1 39.0 28.1 66.8 63.9 38.9 LOS by Move: D D E E D C E D C E E D HCM2kAvgQ: 7 5 22 15 5 16 19 20 4 8 20 19 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:02:26 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.641 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 26.8 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Permitted Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- I Volume Module: Base Vol: 867 369 0 0 72 330 392 0 448 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 867 369 0 0 72 330 392 0 448 0 0 0 Added Vol: 42 3 0 0 -4 3 1 0 -55 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 909 372 0 0 68 333 393 0 393 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 909 372 0 0 68 333 393 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 909 372 0 0 68 333 393 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 909 372 0 0 68 333 393 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 1900 0 0 1900 1615 1805 0 1900 0 0 0 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.26 0.20 0.00 0.00 0.04 0.21 0.22 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.30 0.55 0.00 0.00 0.25 0.25 0.25 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.87 0.36 0.00 0.00 0.14 0.82 0.87 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 27.8 7.8 0.0 0.0 17.6 34.2 37.7 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.8 7.8 0.0 0.0 17.6 34.2 37.7 0.0 0.0 0.0 0.0 0.0 LOS by Move: C A A A B C D A A A A A HCM2kAvgQ: 12 4 0 0 1 9 10 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:06:03 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Camino Del Norte (NS) / Main Street (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.875 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 31.8 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Permitted Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 2 0 1 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 691 393 0 0 620 495 482 0 1122 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 691 393 0 0 620 495 482 0 1122 0 0 0 Added Vol: -217 -16 0 0 -11 1 3 0 -154 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 474 377 0 0 609 496 485 0 968 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 474 377 0 0 609 496 485 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 474 377 0 0 609 496 485 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 474 377 0 0 609 496 485 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 1900 0 0 1900 1615 1805 0 1900 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.14 0.20 0.00 0.00 0.32 0.31 0.27 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.15 0.52 0.00 0.00 0.37 0.37 0.31 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.87 0.38 0.00 0.00 0.87 0.84 0.87 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 43.6 10.3 0.0 0.0 32.6 30.5 37.4 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.6 10.3 0.0 0.0 32.6 30.5 37.4 0.0 0.0 0.0 0.0 0.0 LOS by Move: D B A A C C D A A A A A HCM2kAvgQ: 8 5 0 0 16 13 13 0 0 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:02:36 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection ##10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.780 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 16.9 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 635 119 229 291 0 0 0 0 215 0 601 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 635 119 229 291 0 0 0 0 215 0 601 Added Vol: 0 0 -12 -59 0 0 0 0 0 8 0 44 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 635 107 170 291 0 0 0 0 223 0 645 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 635 107 170 291 0 0 0 0 223 0 645 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 635 107 170 291 0 0 0 0 223 0 645 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 635 107 170 291 0 0 0 0 223 0 645 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.07 0.05 0.08 0.00 0.00 0.00 0.00 0.12 0.00 0.40 Crit Moves: **** **** **** Green/Cycle: 0.00 0.25 0.25 0.17 0.42 0.00 0.00 0.00 0.00 0.38 0.00 0.55 Volume/Cap: 0.00 0.70 0.27 0.29 0.19 0.00 0.00 0.00 0.00 0.32 0.00 0.73 Delay/Veh: 0.0 23.0 18.4 22.2 11.2 0.0 0.0 0.0 0.0 13.3 0.0 13.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 23.0 18.4 22.2 11.2 0.0 0.0 0.0 0.0 13.3 0.0 13.1 LOS by Move: A C B C B A A A A B A B HCM2kAvgQ: 0 7 2 2 2 0 0 0 0 3 0 11 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:06:14 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Camino Del Norte (NS) / Elsinore Hills Drive (EW) Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.878 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 23.3 Optimal Cycle: OPTIMIZED Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- I Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Ovl Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 683 555 625 1117 0 0 0 0 520 0 401 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 683 555 625 1117 0 0 0 0 520 0 401 Added Vol: 0 0 -34 -165 0 0 0 0 0 -47 0 -233 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 683 521 460 1117 0 0 0 0 473 0 168 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 683 521 460 1117 0 0 0 0 473 0 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 683 521 460 1117 0 0 0 0 473 0 168 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 683 521 460 1117 0 0 0 0 473 0 168 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.32 0.13 0.31 0.00 0.00 0.00 0.00 0.26 0.00 0.10 Crit Moves: **** **** **** Green/Cycle: 0.00 0.37 0.37 0.15 0.52 0.00 0.00 0.00 0.00 0.30 0.00 0.45 Volume/Cap: 0.00 0.52 0.88 0.85 0.60 0.00 0.00 0.00 0.00 0.88 0.00 0.23 Delay/Veh: 0.0 16.5 34.1 39.4 11.4 0.0 0.0 0.0 0.0 37.8 0.0 11.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 16.5 34.1 39.4 11.4 0.0 0.0 0.0 0.0 37.8 0.0 11.1 LOS by Move: A B C D B A A A A D A B HCM2kAvgQ: 0 6 14 8 9 0 0 0 0 13 0 2 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:02:49 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.456 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 15.3 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------II--------------- --------------- I Control: Permitted Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- --------------- --------------- --------------- I Volume Module: Base Vol: 0 225 165 157 323 0 0 0 0 482 0 318 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 225 165 157 323 0 0 0 0 482 0 318 Added Vol: 0 -12 0 0 8 0 0 0 0 1 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 213 165 157 331 0 0 0 0 483 0 318 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 213 165 157 331 0 0 0 0 483 0 318 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 213 165 157 331 0 0 0 0 483 0 318 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 213 165 157 331 0 0 0 0 483 0 318 ------------ --------------- --------------- --------------- II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.10 0.04 0.09 0.00 0.00 0.00 0.00 0.27 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.23 0.66 0.15 0.38 0.00 0.00 0.00 0.00 0.43 0.00 0.43 Volume/Cap: 0.00 0.26 0.15 0.29 0.24 0.00 0.00 0.00 0.00 0.62 0.00 0.46 Delay/Veh: 0.0 20.6 4.2 24.7 13.6 0.0 0.0 0.0 0.0 15.9 0.0 13.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 20.6 4.2 24.7 13.6 0.0 0.0 0.0 0.0 15.9 0.0 13.6 LOS by Move: A C A C B A A A A B A B HCM2kAvgQ: 0 2 1 2 2 0 0 0 0 8 0 5 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:06:23 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Camino Del Norte (NS) / La Strada (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.726 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 17.7 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Permitted Protected Split Phase Split Phase Rights: Ovl Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 15 0 15 Lanes: 0 0 2 0 1 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- I--------------- --------------- ---------------) Volume Module: Base Vol: 0 763 637 543 827 0 0 0 0 403 0 317 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 763 637 543 827 0 0 0 0 403 0 317 Added Vol: 0 -34 1 0 -47 0 0 0 0 1 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 729 638 543 780 0 0 0 0 404 0 317 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 729 638 543 780 0 0 0 0 404 0 317 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 729 638 543 780 0 0 0 0 404 0 317 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 729 638 543 780 0 0 0 0 404 0 317 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.92 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1615 3502 3610 0 0 0 0 1805 0 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.40 0.16 0.22 0.00 0.00 0.00 0.00 0.22 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.28 0.59 0.21 0.49 0.00 0.00 0.00 0.00 0.31 0.00 0.31 Volume/Cap: 0.00 0.73 0.67 0.73 0.44 0.00 0.00 0.00 0.00 0.73 0.00 0.64 Delay/Veh: 0.0 22.3 10.4 25.5 10.1 0.0 0.0 0.0 0.0 23.2 0.0 20.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 22.3 10.4 25.5 10.1 0.0 0.0 0.0 0.0 23.2 0.0 20.6 LOS by Move: A C B C B A A A A C A C HCM2kAvgQ: 0 8 9 7 5 0 0 0 0 8 0 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:03:25 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.256 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 12.2 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Protected Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 2 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 88 104 0 0 273 532 286 0 42 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 104 0 0 273 532 286 0 42 0 0 0 Added Vol: 0 -4 0 0 3 6 -8 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 88 100 0 0 276 538 278 0 42 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 100 0 0 276 538 278 0 42 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 100 0 0 276 538 278 0 42 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 100 0 0 276 538 278 0 42 0 0 0 ------------ --------------- --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 3502 0 1615 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.03 0.00 0.00 0.08 0.33 0.08 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.49 0.00 0.00 0.30 0.61 0.31 0.00 0.31 0.00 0.00 0.00 Volume/Cap: 0.26 0.06 0.00 0.00 0.26 0.55 0.26 0.00 0.08 0.00 0.00 0.00 Delay/Veh: 21.1 8.1 0.0 0.0 16.1 7.5 15.6 0.0 14.7 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.1 8.1 0.0 0.0 16.1 7.5 15.6 0.0 14.7 0.0 0.0 0.0 LOS by Move: C A A A B A B A B A A A HCM2kAvgQ: 2 1 0 0 2 6 2 0 1 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:06:33 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Camino Del Norte (NS) / Franklin Street (EW) ******************************************************************************** Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.545 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 14.9 Optimal Cycle: OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 10 15 0 0 15 15 15 0 15 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 2 0 0 0 1 0 0 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 112 410 0 0 397 833 990 0 230 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 410 0 0 397 833 990 0 230 0 0 0 Added Vol: 0 -11 0 0 -15 -31 -22 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 112 399 0 0 382 802 968 0 230 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 112 399 0 0 382 802 968 0 230 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 399 0 0 382 802 968 0 230 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 112 399 0 0 382 802 968 0 230 0 0 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 3502 0 1615 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.11 0.00 0.00 0.11 0.50 0.28 0.00 0.14 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.15 0.38 0.00 0.00 0.23 0.66 0.43 0.00 0.43 0.00 0.00 0.00 Volume/Cap: 0.40 0.29 0.00 0.00 0.46 0.75 0.64 0.00 0.33 0.00 0.00 0.00 Delay/Veh: 25.8 14.0 0.0 0.0 21.9 10.4 15.5 0.0 12.6 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.8 14.0 0.0 0.0 21.9 10.4 15.5 0.0 12.6 0.0 0.0 0.0 LOS by Move: C B A A C B B A B A A A HCM2kAvgQ: 2 3 0 0 4 13 9 0 3 0 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:03:35 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.694 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 24.0 Optimal Cycle: OPTIMIZED Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 189 504 10 6 1189 54 51 4 231 35 11 4 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 504 10 6 1189 54 51 4 231 35 11 4 Added Vol: -4 0 0 0 0 0 0 0 3 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 185 504 10 6 1189 54 51 4 234 35 it 4 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 185 504 10 6 1189 54 51 4 234 35 it 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 185 504 10 6 1189 54 51 4 234 35 it 4 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 504 10 6 1189 54 51 4 234 35 it 4 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.94 0.94 0.76 0.85 0.85 0.46 0.96 0.96 Lanes: 1.00 1.96 0.04 1.00 1.91 0.09 1.00 0.02 0.98 1.00 0.73 0.27 Final Sat. : 1805 3529 70 1805 3432 156 1436 27 1593 874 1338 486 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.10 0.14 0.14 0.00 0.35 0.35 0.04 0.15 0.15 0.04 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.13 0.38 0.38 0.21 0.45 0.45 0.27 0.27 0.27 0.27 0.27 0.27 Volume/Cap: 0.76 0.38 0.38 0.02 0.76 0.76 0.13 0.54 0.54 0.15 0.03 0.03 Delay/Veh: 48.8 19.3 19.3 26.6 21.6 21.6 23.6 27.9 27.9 23.8 22.8 22.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.8 19.3 19.3 26.6 21.6 21.6 23.6 27.9 27.9 23.8 22.8 22.8 LOS by Move: D B B C C C C C C C C C HCM2kAvgQ: 7 5 5 0 16 16 1 6 6 1 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:06:42 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Summerhill Drive (NS) / Canyon Estates Drive (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.956 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh) : 42.5 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- --------------- � Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 23 23 23 23 23 23 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 417 1070 71 8 1047 59 124 42 457 42 14 6 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 417 1070 71 8 1047 59 124 42 457 42 14 6 Added Vol: -11 0 0 0 0 0 0 0 -15 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 406 1070 71 8 1047 59 124 42 442 42 14 6 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 406 1070 71 8 1047 59 124 42 442 42 14 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 406 1070 71 8 1047 59 124 42 442 42 14 6 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 406 1070 71 8 1047 59 124 42 442 42 14 6 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.94 0.94 0.75 0.86 0.86 0.16 0.96 0.96 Lanes: 1.00 1.88 0.12 1.00 1.89 0.11 1.00 0.09 0.91 1.00 0.70 0.30 Final Sat. : 1805 3355 223 1805 3390 191 1429 142 1497 295 1270 544 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.22 0.32 0.32 0.00 0.31 0.31 0.09 0.30 0.30 0.14 0.01 0.01 Crit Moves: **** **** **** Green/Cycle: 0.24 0.41 0.41 0.14 0.32 0.32 0.31 0.31 0.31 0.31 0.31 0.31 Volume/Cap: 0.96 0.77 0.77 0.03 0.96 0.96 0.28 0.96 0.96 0.46 0.04 0.04 Delay/Veh: 66.5 25.2 25.2 33.2 46.9 46.9 23.9 59.7 59.7 28.8 21.8 21.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.5 25.2 25.2 33.2 46.9 46.9 23.9 59.7 59.7 28.8 21.8 21.8 LOS by Move: E C C C D D C E E C C C HCM2kAvgQ: 16 16 16 0 21 21 3 18 18 2 0 0 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:03:46 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Morning Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection ##14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.784 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 50.6 Optimal Cycle: OPTIMIZED Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ovl Ovl Ovl Include Min. Green: 10 27 27 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 2 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 437 146 307 553 121 781 313 1589 555 822 2159 244 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 437 146 307 553 121 781 313 1589 555 822 2159- 244 Added Vol: 0 0 0 3 0 0 0 0 0 0 0 -4 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 437 146 307 556 121 781 313 1589 555 822 2159 240 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 437 146 307 556 121 781 313 1589 555 822 2159 240 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 146 307 556 121 781 313 1589 555 822 2159 240 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 437 146 307 556 121 781 313 1589 555 822 2159 240 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 2.00 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat. : 3800 3800 3800 3800 3800 3800 3800 5700 1900 3800 7600 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.12 0.04 0.08 0.15 0.03 0.21 0.08 0.28 0.29 0.22 0.28 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.23 0.44 0.15 0.25 0.36 0.11 0.28 0.40 0.22 0.38 0.38 Volume/Cap: 0.92 0.17 0.18 1.00 0.13 0.57 0.73 1.00 0.72 1.00 0.74 0.33 Delay/Veh: 74.1 37.6 20.4 89.3 35.3 31.7 58.0 65.7 33.4 78.3 33.0 26.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 74.1 37.6 20.4 89.3 35.3 31.7 58.0 65.7 33.4 78.3 33.0 26.4 LOS by Move: E D C F D C E E C E C C HCM2kAvgQ: 11 2 3 15 2 12 7 26 18 21 18 6 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA MITIG8 - Default Scenario Wed Jun 24, 2009 17:06:51 Page 1-1 -------------------------------------------------------------------------------- Spyglass Ranch General Plan Buildout With Project Evening Peak Hour - With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Summerhill Drive (NS) / Railroad Canyon Road (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.777 Loss Time (sec) : 16 (Y+R=4.0 sec) Average Delay (sec/veh) : 49.6 Optimal Cycle: OPTIMIZED Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- II---------------II--------------- II---------------� Control: Protected Protected Protected Protected Rights: Ovl Ovl Ovl Include Min. Green: 10 10 10 10 27 27 10 23 23 10 23 23 Lanes: 2 0 2 0 2 2 0 2 0 2 2 0 3 0 1 2 0 4 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 454 320 601 739 212 595 782 2009 551 371 2024 456 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 320 601 739 212 595 782 2009 551 371 2024 456 Added Vol: 0 0 0 -15 0 0 0 0 0 0 0 -11 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 454 320 601 724 212 595 782 2009 551 371 2024 445 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 454 320 601 724 212 595 782 2009 551 371 2024 445 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 454 320 601 724 212 595 782 2009 551 371 2024 445 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 454 320 601 724 212 595 782 2009 551 371 2024 445 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Lanes: 2.00 2.00 2.00 2.00 2.00 2.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat. : 3610 3800 3230 3610 3800 3230 3610 5700 1615 3610 7600 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.13 0.08 0.19 0.20 0.06 0.18 0.22 0.35 0.34 0.10 0.27 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.11 0.22 0.25 0.23 0.45 0.22 0.40 0.53 0.12 0.29 0.29 Volume/Cap: 0.96 0.80 0.84 0.80 0.25 0.41 0.96 0.89 0.65 0.89 0.93 0.96 Delay/Veh: 83.9 63.5 53.9 47.3 38.3 22.4 68.9 38.7 22.2 72.8 49.6 74.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 83.9 63.5 53.9 47.3 38.3 22.4 68.9 38.7 22.2 72.8 49.6 74.6 LOS by Move: F E D D D C E D C E D E HCM2kAvgQ: 12 8 13 14 3 7 19 26 15 10 22 21 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA APPENDIX D Traffic Signal Warrant Worksheets 2003 Edition WARRANT 3, PEAK HOUR (70% FACTOR) (Rural Areas) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h OR ABOVE 40 mph ON MAJOR STREET) Traffic Conditions= Existing Major Street Name = Main Street Total of Both Approaches(VPH)= 1003 Number of Approach Lanes Major Street= 1 Minor Street Name= 1-15 Freeway SIB Ramps High Volume Approach(VPH)= 219 Number of Approach Lanes Minor Street= 1 WARRANTED FOR A SIGNAL 500 2 a M 400 0. CL m E 300 O > m -- ---m -- m ——— -- _m 200 w m N 100 *10 _ *75 0 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches-Vehicles Per Hour(VPH) —�1 Lane (Major) &1 Lane(Minor) —�-2+Lanes(Major)&1 Lane(Minor) OR 1 Lane(Major)&2+Lanes (Minor) 2+Lanes(Major)&2+Lanes(Minor) —Major Street Approaches --'K---Minor Street Approaches * Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. November 2003 SIGPKRural - NEW.XLS Sect. 4C.06 2003 Edition WARRANT 3, PEAK HOUR (70% FACTOR) (Rural Areas) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h OR ABOVE 40 mph ON MAJOR STREET) Traffic Conditions= Existing Major Street Name= Main Street Total of Both Approaches(VPH)= 440 Number of Approach Lanes Major Street= I Minor Street Name= 1-1 S Freeway ND Ramps High Volume Approach(VPH)= 365 Number of Approach Lanes Minor Street= 'I WARRANTED FOR A SIGNAL 500 2 a s 400 O 65 C Q Q m E 300 O > m t _m 200 2 i m in N 100 *10 L 0 *75 c � -r 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches-Vehicles Per Hour(VPH) --a—1 Lane(Major)&1 Lane(Minor) —�2+Lanes(Major)& 1 Lane(Minor)OR 1 Lane(Major)&2+Lanes (Minor) —o--2+Lanes(Major)&2+Lanes(Minor) — Major Street Approaches m- �-Minor Street Approaches * Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. November 2003 SIGPKRural - NEW.XLS Sect. 4C.06 2003 Edition WARRANT 3, PEAK HOUR (70% FACTOR) (Rural Areas) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h OR ABOVE 40 mph ON MAJOR STREET) Traffic Conditions= Existing Plus Ambient Growth Plus Project Major Street Name= Main Street Total of Both Approaches(VPH)= 655 Number of Approach Lanes Major Street= 'I Minor Street Name= Camino Del Norte High Volume Approach(VPH)= 231 Number of Approach Lanes Minor Street= 9 WARRANTED FOR A SIGNAL 500 a t M 400 O a. Q CL Q m E 300 O L ` � ®em me me ®®® ®®® t 200 1 .Id m m L v� 100 *10 o *75 c g o 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches-Vehicles Per Hour(VPH) �--1 Lane(Major)&1 Lane(Minor) --6 2+Lanes(Major)&1 Lane(Minor)OR 1 Lane(Major)&2+Lanes (Minor) 0 2+Lanes(Major)&2+Lanes(Minor) —Major Street Approaches - --Minor Street Approaches * Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. November 2003 SIGPKRural - NEW.XLS Sect. 4C.06 2003 Edition WARRANT 3, PEAK HOUR (70% FACTOR) (Rural Areas) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h OR ABOVE 40 mph ON MAJOR STREET) Traffic Conditions= General Plan Buildout Without Project Major Street Name= Camino Del Norte Total of Both Approaches(VPH)= 2449 Number of Approach Lanes Major Street= 2 Minor Street Name = Elsinore Hills Drive High Volume Approach(VPH)= 461 Number of Approach Lanes Minor Street= 2 WARRANTED FOR A SIGNAL 500 2 IL 41 s 400 O Q Q Q m E 300 7 O m t 200 2 w m 2 L .I.d N 100 *10 O *75 c 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches-Vehicles Per Hour(VPH) —�—1 Lane(Major)& 1 Lane (Minor) --�2+Lanes(Major)&1 Lane(Minor)OR 1 Lane(Major)&2+Lanes (Minor) �—2+Lanes(Major)&2+Lanes(Minor) —Major Street Approaches --w--Minor Street Approaches * Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. November 2003 SIGPKRural - NEW.XLS Sect. 4C.06 2003 Edition WARRANT 3, PEAK HOUR (70% FACTOR) (Rural Areas) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h OR ABOVE 40 mph ON MAJOR STREET) Traffic Conditions= General Plan Buildout Without Project Major Street Name= Camino Del Norte Total of Both Approaches(VPH)= 2605 Number of Approach Lanes Major Street= 2 Minor Street Name= La Strada High Volume Approach(VPH)= 715 Number of Approach Lanes Minor Street = 2 WARRANTED FOR A SIGNAL 5.r0 x a t R 400 O CL Q m 1= 300 2 O > i m s as 200 x m m N 100 *10 o *75 c 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches-Vehicles Per Hour(VPH) —0—1 Lane (Major) &1 Lane(Minor) —6 2+Lanes (Major)&1 Lane(Minor)OR 1 Lane(Major)&2+Lanes (Minor) 0 2+Lanes(Major)&2+Lanes(Minor) —x--Major Street Approaches R--*---Minor Street Approaches * Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. November 2003 SIGPKRural - NEW.XLS Sect. 4C.06 2003 Edition ° FACTOR)WARRANT 3, PEAK HOUR (70/o FAC O ) (Rural Areas) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 km/h OR ABOVE 40 mph ON MAJOR STREET) Traffic Conditions-- General Plan Suildout Without Project Major Street Name= Camino Del Norte Total of Both Approaches(VPH)= 1641 Number of Approach Lanes Major Street= 2 Minor Street Name= Franklin Street High Volume Approach(VPH)= 1162 Number of Approach Lanes Minor Street= 2 WARRANTED FOR A SIGNAL 500 2 IL s 400 O L Q a E 300 O L m t _m 200 F+ m L N 100 *10 L c *75 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches-Vehicles Per Hour(VPH) 1 Lane(Major)& 1 Lane(Minor) —>�2+Lanes(Major)& 1 Lane (Minor)OR 1 Lane(Major)&2+Lanes (Minor) �—2+Lanes(Major)&2+Lanes(Minor) — Major Street Approaches Minor Street Approaches * Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. November 2003 SIGPKRural - NEW.XLS Sect. 4C.06